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025-200-119
.Robinson ROBINSON, W.H. 9-69B SE Corner HwyQ 99E & Ord Ranch Rdd. � — � ---8-69P-� GridleyV/476 ' [ Permit 3515- 5B (reroof) CONTR: Sierra Roof & Acoustics,Chico sls Ord Ranch Rd. app. 600' e, of 99E,} 25-20-119 92-1014B CONTR: Loris(poot, Rt. 1, Box 428, Gridl ROBINSON, W,.H. 46 Ord Ranch Rd, Gridley cont: Double J Roofing reroof/sf S'92- 025-20-0- 1 _ 92-3450P,M ROBINSON, Bill 46 Ord Ranch Rd, Orovil-L contr: DASL hvac/sf - 025-20-0-119 /9� 3516E ROBINSON, Bill 46 Ord Ranch R Oroville it 3_C�Z contr: G &electric elec serd & elec for appliances/sf 025-200-119 PERMIT #97-2422B COMMUNICATION•SYSTE 46 Ord Ranch Rd., Orov• le New Wireless Communicati ns e6(� _'Alo f 025-200-119 99-2285 Y COMMUNICATION SYSTE DEV. 46 ORD RANCH ROAD, OR VILLE CONTR: ADVANCE DESIG GROUP 1ST RENEWAL OF BP## 97-2 2 00-2259 ROBINSON, WILLIAM H. JR_ 46 ORD RANCH RD., GRIDLEY CONTR: SPECIALTY CONST. ANTENNAS & GROUND EQUIP 025-200-119 03-3409 { LINGULAR WIRELESS, j 46 OLD RANCH RD, GRIDLEY Cont: �r CELL TOWER C/O LOCATION oa �r ®� y� A N) - remodel) iic, 025-200-119 MUP 01-05 X09 -03`�� � ��� ill%2_ /de+PP�,BIL iC e�a�9c� C)JI cfth In C-0- Iorate kd.!: i _\ L WEd rMA e s �7 r -PLANS PREPARED FOR: w Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 - PLANS PREPARED BY: ®NATIONAL ENGINEERING &CONSULTING. INC cac +4Ao. sone �00I.nIF %o� sr. cA a_•s+c P,yONG: lflas)�1E-89801E :l><6>�18-9Pa-r A Aft ERICANTd1A/=R 116 HUNTINGTON AVE., 11TH FLOOR BOSTON, MA 02116 ENGINEERING LICENSE: W4,1; DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINTAND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTKA4 DATE BY REV 908 CD's - 12/17/13 PP 0 1008 CD'S 01/24/14 FO 1 GLOBAL COMMENTS - 01/30/14 FO 2 1008 CD's 02/06/14 GG I SITE NAME: UBIQUITEL-GRIDLEY SITE NUMBER: CASCADE#:SF03UB315 ATC SITE#: 8361 SITE ADDRESS: 46 ORD RANCH RD. GRIDLEY , CA 95948 SHEET DESCRIPTION: TITLE SHEET SHEET NUMBER: T-1 PROJECT: 2.5 EQUIPMENT DEPLOYMENT SPRINT SITE CASCADE: SF03UB315 • ri nt SPRINT SITE NAME: ATC SITE NAME: UBIQUITEL-GRIDLEY HWY99-GRIDLEY ATC SITE NUMBER: 8361 g , BUTTE SITE ADDRESS: Y 46 ORD RANCH RD. COUNTY FEB 2 7 2014 GRIDLEY, CA 95948 DEVELOPMENT SITE TYPE: LATTICE TOWER SERVICES AREA MAP PROJECT DESCRIPTION DRAWING INDEX $ n >�. fJ/ J j 9K) SPRINT PROPOSES TO MODIFY AN EXISTING WIRELESS CELL SITE. THE SCOPE WILL CONSIST OF THE FOLLOWING: SHEET NO: SHEET TITLE 4 Grrdley� Gemetecp� �•� C r� i gg {+ III INSTALL (3) NEW PANEL ANTENNAS INSTALL (3) NEW RRH'S TO TOWER INSTALL (3) NEW RF FILTERS TO TOWER T-1 TITLE SHEET SP -1 SPRINT SPECIFICATIONS O L 1 . INSTALL (4) NEW BATTERIES WITHIN EXISTING BATTERY CABINET A-0 OVERALL SITE PLAN 0.1 ENLARGED SITE PIAN l EQUIPMENT PLAN TE rl i�!1i r� `jjjOen'cr.BioyLn:-:�,..r: Ord aOld EtalistiQ'1 97( A-2 ELEVATION, EXISTING 8 PROPOSED ANTENNA LAYOUT PLANS A-4 EQUIPMENT DETAILS A-4 D AEQUIPMENT DETAILS r Da t7erirz Bros N 9T. k • inni I`I ��1 { Fi?tolT Larsding Y�a�,: = • '��` ' Ln. _ - 99 E-1 GROUNDING DETAILS SITE INFORMATION PROJECT TEAM APPLICABLE CODES DRIVING DIRECTIONS TOWER OWNER: AMERICAN TOWERS, LLC. • 10 PRESIDENTIAL WAY - WOBURN, MA 01801 PHONE: (781) 926-4500 FAX: (781) 926-4555 PROPERTY OWNER: SINGH KALKAT 2403 BRUBAKER RD. LIVE OAK, CA 95953 ATlNA0831: LA' 39.375974 LONGITUDE lNAD831: -121.686128 ZONING JURISDICTION: COUNTY OF BUTTE CARRIER INFO: FN .IN RIN •/ R HIT TURF: SPRINT NATIONAL ENGINEERING & CONSULTING, INC. 330 COMMERCE 27 ORCHARD IRVINE, CA 92602 LAKE FOREST, CA 92630 PHONE: (949) 716-9990 FAX: (949) 716-9997 - (,/ZONING: PLANNING: GREGORY GIANNIKOPOULOS ARVIN NOROUZI 19100 VON KARMAN AVE. STE. 200 THE DERNA GROUP IRVINE, CA 92612 22431 ANTONIO PKWY, SUITE 8160-234 PHONE: (562) 644-0590 RANCHO SANTA MARGARITA. CA 92688 PHONE: (818) 653-1393 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING CODES: - 1. 2013 CALIFORNIA ADMINISTRATIVE 6. 2013 CALIFORNIA PLUMBING CODE (CPC) (2012 CODE INTERNATIONAL PLUMBING CODE WITH CALIFORNIA AMENDMENTS) 2. 2013 CALIFORNIA BUILDING CODE (CBC) (2012 INTERNATIONAL BUILDING 7. CITY OF LOS ANGELES ELEVATOR CODE CODE WITH CALIFORNIA AMENDMENTS) B. ANSI/TIA-222-G LIFE SAFETY CODE NFPA-101 3. 2013 CALIFORNIA ELECTRICAL CODE (CEC) (2012 NATIONAL ELECTRICAL 9. 2011 LABC CODE WITH CALIFORNIA AMENDMENTS) 10. LOCAL BUILDING CODE AND AMENDMENTS 4. 2013 CALIFORNIA ENERGY CODE ' 11. CITY/COUNTY ORDINANCES 5. 2013 CALIFORNIA MECHANICAL CODE (CMC) (2012 INTERNATIONAL MECHANICAL CODE WITH CALIFORNIA AMENDMENTS) DIRECTIONS FROM TO SITE FROM STARTING POINT: 12657 ALCOSTA BLVD. SAN RAMON, CA 94583 1. HEAD SOUTHEAST ON ALCOSTA BLVD TOWARD HOSPITAL PL 2. TURN RIGHT ONTO BOLLINGER CANYON RD 3. MERGE ONTO 1-680 S NA THE RAMP TO SAN JOSE 4, TAKE THE EXIT ONTO 1-580 E TOWARD STOCKTON RACY STOCKTON S. KEEP LEFT TO CONTINUE ON 1-205 E. FOLLOW SIGNS FOR INTERSTATE 205/T / 6. MERGE ONTO I-5 N 7. KEEP RIGHT TO CONTINUE ON CA -99 N GOLDEN STATE HWY. FOLLOW SIGNS FOR YUBA / CITY/MARYSILLE DESTINATION WILL BE ON THE RICHT SIDE ZONING CLASSIFICATION: AG -40 0225- 0-200-119 RF ENGINEER: CONSTRUCTION MANAGER: POWER COMPANY: PG&E TELCO COMPANY: SPRINT 6391 SPRINT PKWY OVERLAND PARK, KS 66251 SPRINT 6391 SPRINT PKWY OVERLAND PARK, KS 66251 _ • - s AT&T , Know what's below. Call before you dig. ww.0011811.Com -PLANS PREPARED FOR: w Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 - PLANS PREPARED BY: ®NATIONAL ENGINEERING &CONSULTING. INC cac +4Ao. sone �00I.nIF %o� sr. cA a_•s+c P,yONG: lflas)�1E-89801E :l><6>�18-9Pa-r A Aft ERICANTd1A/=R 116 HUNTINGTON AVE., 11TH FLOOR BOSTON, MA 02116 ENGINEERING LICENSE: W4,1; DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINTAND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTKA4 DATE BY REV 908 CD's - 12/17/13 PP 0 1008 CD'S 01/24/14 FO 1 GLOBAL COMMENTS - 01/30/14 FO 2 1008 CD's 02/06/14 GG I SITE NAME: UBIQUITEL-GRIDLEY SITE NUMBER: CASCADE#:SF03UB315 ATC SITE#: 8361 SITE ADDRESS: 46 ORD RANCH RD. GRIDLEY , CA 95948 SHEET DESCRIPTION: TITLE SHEET SHEET NUMBER: T-1 ., SECTION 01 100 - SCOPE OF WORK THE WORK: SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS. LATEST EDITION, AND PORTIONS THEREOF. PRECEDENCE SHOULD CONFLICTS OCCUR BETWEENTHE STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WINLLLSS SITES AND THE CONSTRUCTION DRAWINGS, THE MORE STRINGENT REQUIREMENT SHALL TAKE PRECEDENCE. SITE FAMILIARITY - CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. Wk N-SITE SUPERVISION: THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEQUENCES. AND PROCEDURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. DRAWINGS SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE: THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS AT THE JOSSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION. A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS HA S LL BE INCLUDED AS PART OF THE WORK. B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS PRIOR TO PROCEEDING WITH THE WORK.DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. C. MARK THE FIELD SET OF DRAWINGS IN RED. DOCUMENTING ANY CHANGES FROM THE CONSTRUCTION DOCUMENTS. METHODS OF PROCEDURE (MOPST FOR CONSTRUCTION: CONTRACTOR SMALL PERFORM WORK AS DESCRIBED IN THE FOLLOWING INSTALLATION AND COMMISSIONING MOPS. A'TOP HAT B. HOW TO INSTALL A NEW CABINET C. BASE BAND UNIT IN EXISTING UNIT D. INSTALLATION OF BATTERIES E. INSTALLATION OF HYBRID CABLE F. INSTALLATION OF RRU'S G*CABLING H. TS -0200 REV 4 - ANTENNA LINE ACCEPTANCE STANDARDS I. SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001. REV I. J. COMMISSIONING MOPS SECTION 01 200 - COMPANY FURNISHED MATERIAL AND EQUIPMENT COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF N TH DATA SHEET ICONSTRUCTIONRAWINGS. E D CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO ENSURE IT IS PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION DURATION. CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE OR CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE. SECTION 01 300 - CELL SITE CONSTRUCTION Co. NOTICE TO PROCEED• NO WORK SMALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE OF WORK ORDER. SITE CLEANLINESS - CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL. DEBRIS. AND TRASH. AT THE COMPLETION OF THE WORK, CONTRACTOR SMALL REMOVE FROM THE SITE ALL REMAINING RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATERIALS. SECTION 01 400 - SUBMITTALS & TESTS ALTERNATE& AT THE COMPANY'S REQUEST, ANY ALTERNATIVES TO THE MATERIALS OR METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL. SPRINT WILL REVIEW AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED. TESTS AND INSPECTIONS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONS AND PROJECT DOCUMENTATION. B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. COAX SWEEPS AND FIBER TESTS PER TS -0200 REV 4 ANTENNA LINE ACCEPTANCE STANDARDS. 2. AGL, AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT UPLOADED TO SITERRA USING A COMMERCIAL MADE -FOR THE PURPOSE ELECTRONIC ANTENNA ALIGNMENT TOOL (AAT). INSTALLED AZIMUTH, CENTERLINE AND DOWNTILT MUST CONFORM WITH RF CONFIGURATION DATA 3. CONTRACTOR SMALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF TESTING. 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS. C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES. BUT IS NOT LIMITED TO THE FOLLOWING: 1. AZIMUTH. DOWNTILT, AGL FROM SUNSIGHT INSTRUMENTS - ANTENNALIGN ALIGNMENT TOOL (AAT) 2. SWEEP AND FIBER TESTS 3. SCANABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED EQUIPMENT 4. ALL AVAILABLE JURISDICTIONAL INFORMATION S. PDF SCAN OF REDLINES PRODUCED IN FIELD 6. A PDF SCAN OF REDLINE MARK-UPS SUITABLE FOR USE IN ELECTRONIC AS -BUILT DRAWING PRODUCTION 7. LIEN WAIVERS B. FINAL PAYMENTAPPLICATION 9. REQUIRED FINAL CONSTRUCTION PHOTOS 10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT ITEMS II. ALL PUSI NIP [ASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA (SPRINTS DOCUMENT REPOSITORY OF RECORD). 12. CLOSEOUT PHOTOGRAPHS: o PROVIDE PHOTOGRAPHS OF FINAL PROJECT PER THE FOLLOWING LIST. ADDITIONAL PHOTOGRAPHS MAY BE REQUIRED TO SUPPORT ACCEPTANCE PROCESSES (:) BACK MAIN HYBRID CABLE ROUTE (MINIMUM TWO PHOTOS) (ii) OF EACH ANTENNA AND RRU (iii) MANUFACTURERS NAME TAG FOR ALL SERIALIZED EQUIPMENT (Iv) PULL AND DISTRIBUTION BOXES INTERMEDIATE BETWEEN RRU'S AND MMES (DOOR OPEN) (v) MMES CABINET WITH DOOR OPEN SHOWING MODIFICATIONS CAB ( POWER INET DOORS OPEN BATTERIES INSTALLED vi) E (vii) BREAK OUT CYLINDERS (vM) ASR SIGNAGE FOR SPRINT OWNED TOWERS (iz) RADIATION EXPOSURE WARNING SIGNS (a) PHOTOGRAPH FROM EACH SECTOR FROM APPROXIMATELY RAD CENTER OF ANY NEW ANTENNA AT HORIZON. b LOAD PHOTOS TO SITERRA PROJECT LIBRARY 15. IN 15 CREATE NEW CATEGORY: 2.5 DEPLOYMENT, AND SECTION; PERMANENT CONSTRUCTION. LABEL PHOTOS WITH SITE CASCADE AND VIEW BEING DEPICTED. CAMERAS USED TO TAKE PHOTOGRAPHS SHALL GPS ENABLED SUCH THAT THE GPS COORDINATES ARE INCLUDED IN THE PHOTO MEDIA -FILE INFORMATION. COMMISSIONING - PERFORM ISSIONINGOMMMISSIONINGISSIONING- PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS INTEGRATION: PERFORM ALL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS SECTION 09 900 - PAINTING QUALITY ASSURANCE: A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE. AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. COMPLY WITH ALL ENVIRONMENTAL REGULATIONS FOR VOLATILE ORGANIC COMPOUNDS. MATERIALS: A. MANUFACTURERS: BENJAMIN MOORE. ICI DEVOE COATINGS, PPG, SHERWIN WILLIAMS OR APPROVED EQUAL. PROVIDE PREMIUM GRADE, PROFESSIONAL -QUALITY PRODUCTS FOR COATING SYSTEMS PAINT SCHEDULE: A. EXTERIOR ANTENNAE AND ANTENNA MOUNTING HARDWARE: ONE COAT OF PRIMER AND TWO FINISH COATS. PAINT FOR ANTENNAE SHALL BE NON-METALLIC BASED AND CONTAIN NO METALLIC PARTICLES. PROVIDE COLORS AND PATTERNS AS REQUIRED TO MASK APPEARANCE OF ANTENNAE ON ADJACENT BUILDING SURFACES AND AS ACCEPTABLE TO THE OWNER. REFER TO ANTENNA MANUFACTURER'S INSTRUCTIONS WHENEVER POSSIBLE. B. WATER TANKS: TOUCH UP - PREPARE SURFACES TO BE REPAIRED. FOLLOW INDUSTRY STANDARDS AND REQUIREMENTS OF OWNER TO MATCH EXISTING COATING AND FINISH. JUMPERS AND CONNECTORS: JUMPERS FURNISH BY SPRINT FOR INSTALLATION BY GC PER CURRENT P N THE SPRINT STANDARDS. INSTAL I 'COAX JUMPER CABLES BETWEEN L 2 RRU'S AND ANTENNAS. JUMPERS SHALL BE TYPE lDF 4. FLC 12-50, CR 540, OR FXL 540. SUPER -FLEX CABLES ARE NOT ACCEPTABLE. JUMPERS BETWEEN THE RRU'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1/2 INCH FOAM DIELECTRIC, OUTDOOR RATED COAXIAL CABLE. MIN LENGTH FOR JUMPER SHALL BE 10'-0'. REMOTE ELECTRICAL TILT (RET) CABLES: INSTALL SPLITTERS, COMBINERS, FILTERS PER RF DATA SHEET. FURNISHED BY SPRINT. ANTENNA INSTAIIATION• THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH, AND FEED ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE BOTTOM STRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN 1 DEGREE. B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED ON THE DRAWINGS. HYBRID CABLES INSTALLATION: A. THE CONTRACTOR SHALL ROUTE TEST AND INSTALL ALL CABLES AS INDICATED ON THE CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S SPECIFICATIONS FOR BENDING RADII. C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND INSTALLATION. 1. FASTENING MAIN HYBRID CABLES: ALL CABLES SHALL BE PERMANENTLY FASTENED TO THE COAX LADDER AT 4'-0. OC USING NON-MAGNETIC STAINLESS STEEL CLIPS. 2. FASTENING INDIVIDUAL FIBER AND OC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA), WITHIN THE MMBS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: a. FIBER: SUPPORT FIBER BUNDLES USING %* VELCRO STRAPS OF THE REQUIRED LENGTH O IS, OC. STRAPS SHALL BE W, OIL AND WATER RESISTANT AND SUITABLE FOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL. b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE UV STABILIZED, BLACK NYLON, WITH. TENSILE STRENGTH AT 12,000 PSI AS MANUFACTURED BY NELCO PRODUCTS OR EQUAL. 3. FASTENING JUMPERS: SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY GIP BU E L CLIPS. 4. CABLE INSTALLATION: o. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE CONSTRUCTION MANAGER. b. CABLE ROUTING: CABLE INSTALLATION '.;HALL BE PLANNED TO ENSURE THAT THE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. AVOID TWISTING AND CROSSOVERS. c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURES RECOMMENDED MAXIMUM BEND RADIUS. 5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE GROUNDED AS INDICATED ON DRAWINGS. 6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SMALL BE AS REQUIRED IN TS 0200 REV 4. DC CIRCUIT BREAKER LABELING A LABEL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV I. SECTION 26 100 - BASIC ELECTRICAL REQUIREMENTS SUMMARY THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS. QUALITY ASSURANCE: A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE PROPOSED USE FOR THIS PROJECT. C. MATERIALS AND EQUIPMENT: ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW. OF THE BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS SUPPORTING DEVICES: A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERE SUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY. F IP B. MANUFACTURERSPERIE0 ETH MEM SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITH THEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THE PROPOSED USE FOR THIS PROJECT. C. MATERIALS AND EQUIPMENT: ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OF THE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW. OF THE BEST DUALITY AND DESIGN, AND FREE FROM DEFECTS SUPPORTING DEVICES: A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: 1. ALLIED TUBE AND CONDUIT 2 -B -LINE SYSTEM 3. UNISTRUT DIVERSIFIED PRODUCTS 4. THOMAS & BETTS B. FASTENERS: TYPES. MATERIALS, AND CONSTRUCTION FEATURES AS FOLLOWS: 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE. 2. POWER -DRIVEN THREADED STUDS: HEAT-TREATED STEEL, DESIGNED SPECIFICALLY FOR THE INTENDED SERVICE. 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. 6. MACHINE SCREWS, WELDED THREADED STUDS. OR SPRING -TENSION CLAMPS ON STEEL. 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED. 8. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED STUDS TO STEEL STRUCTURES. 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS. SUPPORTING DEVICES: A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND PERMANENTLY IN ACCORDANCE WITH NEC. B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FASTEN ELECTRICAL ITEMS AND THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING: D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT OF THE PROOF TEST LOAD. E. USE VIBRATION AND SHOCK -RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE SUBS. THEIR PROTECTIVE COATINGS. 7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND DC BUNDLES SMALL ELECTRICAL IDENTIFICATION: PAINTING APPLICATION: BE LABELED ALPHA -NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REVI TOTAL ELECTROLYTE = 16 BATTERIES X 2.49 GAL/BATTERY = 39.84 GAL 1. INSPECT SURFACES. REPORT UNSATISFACTORY CONDITIONS IN WRITING; SECTION 11 800 - INSTALLATION OF A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET, INSIDE OF AC PANEL 80AR05 WITH ANY BEGINNING WORK MEANS ACCEPTANCE OF SUBSTRATE. WEATHERPROOFING EXTERIOR CONNECTORS CHANGES WADE TO THE AC SYSTEM. 2. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS AND HYBRID CABLE GROUND KITS: B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT FOR PREPARATION, PRIMING AND COATING WORK. COORDINATE WITH WORK OF OTHER SECTIONS. A. ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE SHALL BE CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANEL BOARD. THE NUMBER AND TYPE OF ANTENNAS AND RRU'S TO BE INSTALLED IS WEATHERPROOFED. SECTION 26 200 - ELECTRICAL MATERIALS 3 S FOR COLOR, HDO POR0 NARADA 12NDT190 AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR INSTALLATION RETCOATCH REMOVE ANDVED REPLACE EPLACE WORK WHICH SDNOT�MATCH B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL AND EQUIPMENT OR SHOWS LOSS OF ADHESION. INSTALLATIONS MUST BE DONE IN ACCORDANCE WITH THE TOTAL ACID WEIGHT 4. CLEAN UP, TOUCH UP AND PROTECT WORK. MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST PRACTICES. CONDUIT: TOUCHUP PAINTING: I. COLD SHRINK: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND A RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR ABOVE GROUND AND REQUIREMENTS PROVIDE A DOUBLE WRAP OF 2- ELECTRICAL TAPE EXTENDING 2' BEYOND TUBING. PROVIDE 3M COLD SHRINK CXS SERIES OR EQUAL. LOCATIONS IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN CONCRETE. RIGID CONDUIT AND FITTINGS SHALL 1. GALVANIZING DAMAGE AND ALL BOLTS AND NUTS SHALL BE TOUCHED BE STEEL. COATED WITH ZINC EXTERIOR AND INTERIOR BY THE HOT DIP UP AFTER TOWER ERECTION WITH •GALVANOX; 'DRY GALV; OR 2. SELF -AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP GALVANIZING PROCESS. CONDUIT SMALL BE PRODUCED TO ANSI 'ZINC -IT.' OF SELF -AMALGAMATING TAPE 2' BEYOND CONNECTOR. APPLY A SPECIFICATIONS C80.1, FEDERAL SPECIFICATION WW -C-581 AND SHALL SECOND WRAP OF SELF -AMALGAMATING TAPE IN OPPOSITE DIRECTION. BE LISTED WITH THE UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE 2. FIELD TOUCHUP PAINT SHALL BE DONE IN ACCORDANCE WITH THE APPLY DOUBLE WRAP OF 2• WIDE ELECTRICAL TAPE EXTENDING 2• THREADED - SET SCREW OR COMPRESSION FITTINGS WILL NOT BE MANUFACTURER'S WRITTEN INSTRUCTIONS. BEYOND THE SELF -AMALGAMATING TAPE. ACCEPTABLE. RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND. 3. ALL METAL COMPONENTS SHALL BE HANDLED WITH CARE TO PREVENT DAMAGE TO THE COMPONENTS THEIR PRESERVATIVE TREATMENT OR 3. 3M SLIM LOCK CLOSURE 716: OR OTHER SPRINT APPROVED WEATHER PROOFING ENCLOSURE THEIR PROTECTIVE COATINGS. BATTERY DATA CHART a. OPEN FLAME ON Joe SITE IS NOT ACCEPTABLE SECTION 11 700 - ANTENNA ASSEMBLY, TOTAL ELECTROLYTE = 16 BATTERIES X 2.49 GAL/BATTERY = 39.84 GAL REMOTE RADIO UNITS 'AND CABLE SECTION 11 800 - INSTALLATION OF INSTALLATION MULTIMODAL BASE STATIONS (MMBS) AND SUMMARY: RELATED EQUIPMENT THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRU'S, AND CABLE TOTAL ELECTROLYTE VOLUME (GAL) EQUIPMENT, INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. SUMMARY: ANTENNAS AND RRU'S: A. THIS SECTION SPECIFIES MMBS CABINETS, POWER CABINETS, AND INTERNAL THE NUMBER AND TYPE OF ANTENNAS AND RRU'S TO BE INSTALLED IS EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DETAILED ON THE CONSTRUCTION DRAWINGS. DISTRIBUTION UNITS, BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, NARADA 12NDT190 AND SIMILAR EQUIPMENT FURNISHED BY THE COMPANY FOR INSTALLATION HYBRID CABLE: BY THE CONTRACTOR (OFCI). HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE SHALL BE INSTALLED PER THE CONSTRUCTION DRAWINGS B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND THE APPLICABLE MANUFACTURER'S REQUIREMENTS. AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN TOTAL ACID WEIGHT EXISTING CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND AS TOTAL SULFURIC TOTAL UNITS X REQUIRE BY THE APPLICABLE INSTALLATION MOPS. C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP - WEIGHT (LBS) ACID WEIGHT/UNITS REQUIREMENTS B. UNDERGROUND CONDUIT IN CONCRETE SHALL BEPOLYVINYLCHLORIDE (PVC) SUITABLE FOR DIRECT BURIAL AS APPLICABLE. JOINTS SWILL BE BELLED, AND FLUSH SOLVENT WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE CARLON ELECTRICAL PRODUCTS OR APPROVED EQUAL. C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED METALLIC LONG SWFFP RAMUS ELBOWS. D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY WELDED, ELECTRO -GALVANIZED OR HOT -DIPPED GALVANIZED AND PRODUCED TO ANSI SPECIFICATION C80.3, FEDERAL SPECIFICATION WW -C-563. AND SHALL BE UL LISTED. EMT SHALL BE MANUFACTURED BY ALLIED. REPUBLIC OR WHEATLAND, OR APPROVED EQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED 6 -FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC. MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE, OR APPROVED EQUAL. F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM). HUBS AND BOXES: A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED. HUB SHALL INCLUDE LOCKNUT AND NEOPRENE 0 -RING SEAL. PROVIDE IMPACT RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. B. CABLE TERMINATION FITTINGS FOR CONDUIT 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TME CRC BY O-Z/GEDNEY OR EQUAL. 2. CABLE TERMINATORS FOR LFMC SHALL BE ETCO - CL2075; OR MADE FOR THE PURPOSE PRODUCTS BY ROXTEC. C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST ALLOY, HEAVY DUTY. WEATHERPROOF, DUST PROOF, WITH GASKET. PLATED IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS. CROUSE -HINDS WAS SERIES OR EQUAL D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR THE APPLICATION. PROVIDE CROUSE -HINDS FORM 8 OR EQUAL. E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN. SQUARE 'D', CROUSE -HINDS, COOPER, ADALET, APPLETON. 0-Z GEDNEY, RACO, OR APPROVED EQUAL. SUPPLEMENTAL GROUNDING SYSTEM A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM AS INDICATED ON THE DRAWINGS. SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CLIPS WITH RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE. SIZES AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED CONDUCTORS AS INDICATED. B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY MANUFACTURER: AT GROUND BARS USE TWO HOLE SPADES WITH NO OX. C. STOLEN GROUND -BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS. EXISTING STRUCTURE: A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES. SWITCHES, DEVICES, BOXES. AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE COMPLETED PROJECT SHALL BE REMOVED OR DE-ENERG12ED AND CAPPED IN THE WALL, CEILING, OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE. WALL, CEILING, OR FLOOR SHALL BE PATCHED TO MATCH THE ADJACENT CONSTRUCTION. CONDUIT AND CONDUCTOR INSTALLATION: A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANUKE MANNER, PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. PLANS PREPARED FOR: Sprint t • \1 SP 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: NATIONAL ENGINEERING & CONSULTING. INC xT oP,ca,4rao. sARTe xoo wa=. POPIES. CA czeoe PHONe: legal �+e-eeeo I s:nx: lege) 7i o-eeeT MLA PARTNER: A AhA=-RICAN TSR 116 HUNTINGTON AVE., 11TH FLOOR BOSTON, M 21 6 �\ COUNTY FEB 2 7 2014 • ENGINEERING LICENSE: +ter f� i :L f DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINTAND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION DATE BY REV 90% CD's 12/17/13 PP 0 100% CD's 01/24/14 FO 1 GLOBAL COMMENTS 01/30/14 FO -.L- 100% CO'S 02/06/14 GG 1 SITE NAME: UBIQUITEL-GRIDLEY SITE NUMBER: CASCADE#:SF03UB315 ATC SITE#: 8361 SITE ADDRESS: 46 ORD RANCH RD. GRIDLEY , CA 95948 SHEET DESCRIPTION: SPRINT SPECIFICATIONS SHEET NUMBER: SP -1 BATTERY DATA CHART CFC CHAPTER 6 COMPLIANCE TOTAL ELECTROLYTE = 16 BATTERIES X 2.49 GAL/BATTERY = 39.84 GAL (SINCE < 50 GAL. OF ELECTROLYTE. CFC CHAPTER 6, SECTION 608 NOT APPLICABLE) BATTERY INFORMATION (BATTERY ELECTROLYTE DATA -12V MONOBLOCKS) BATTERY MODEL TOTAL M OF BATTERY UNITS TOTAL ELECTROLYTE VOLUME (GAL) TOTAL ELECTROLYTE WEIGHT LBS PER UNIT () ACDU BILA By RICACID VOLUME/UNIT ELECTROLYTE VOLUME/UNIT INSTALLED PER UNIT NARADA 12NDT190 16 2.49 GAL 27.25 LBS 58% - 1.45 GAL/2.49 GAL % SULFURIC ACID a TOTAL ACID WEIGHT TOTAL SULFURIC a TOTAL UNITS X SULFURIC TOTAL SULFURIC TOTAL UNITS X BY WEIGHT TDTelfiCiROLYTE-WEIGRT VOLUME (GAL.) VOLUME/UNITS - WEIGHT (LBS) ACID WEIGHT/UNITS 40.8% - 177.92 LBS/436 LBS 23.2 GAL - 16 UNITS X 1.45 GAL/UNIT 177.92 LBS - 16 UNITS X 11.12 LBS PLANS PREPARED FOR: Sprint t • \1 SP 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: NATIONAL ENGINEERING & CONSULTING. INC xT oP,ca,4rao. sARTe xoo wa=. POPIES. CA czeoe PHONe: legal �+e-eeeo I s:nx: lege) 7i o-eeeT MLA PARTNER: A AhA=-RICAN TSR 116 HUNTINGTON AVE., 11TH FLOOR BOSTON, M 21 6 �\ COUNTY FEB 2 7 2014 • ENGINEERING LICENSE: +ter f� i :L f DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINTAND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION DATE BY REV 90% CD's 12/17/13 PP 0 100% CD's 01/24/14 FO 1 GLOBAL COMMENTS 01/30/14 FO -.L- 100% CO'S 02/06/14 GG 1 SITE NAME: UBIQUITEL-GRIDLEY SITE NUMBER: CASCADE#:SF03UB315 ATC SITE#: 8361 SITE ADDRESS: 46 ORD RANCH RD. GRIDLEY , CA 95948 SHEET DESCRIPTION: SPRINT SPECIFICATIONS SHEET NUMBER: SP -1 EXISTING DITCH EXISTING SPRINT LEASE AREA (AT GRADE LEVEL) REFER TO SHEET A-1 FOR MORE INFORMATION EXISTING EQUIPMENT SHELTER (BY OTHERS) ACCESS ROAD IRRIGATION DITCH I I I I I� EXISTING EOUIF SHELTER. (BY OT EXISTING CIIAINUNK FENCE EQUIPMENT ENCLOSURE I I I I I BUTTE COUNTY FEB 2 7 2014 DEVELOPMENT SERVICES M, X04 00-'� T HOES: 1. THE BASE DRAWINGS SHOWN HEREIN HAVE BEEN PROVIDED BY SPRINT. 2. G.C. TO PROVIDE MOUNTS OR ADDITIONAL HARDWARE IF REOUIRED TO SUPPORT PROPOSED ANTENNAS. ALL ANTENNAS & MOUNTING HARDWARE SHALL CONFORM TO DESIGN REOUIREMENTS PER 2012 ISC / 2013 CDC AND EM/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. BASIC WIND SPEED 85 MPH, 3 SECOND GUST. 3, AZIMUTHS INFO TAKEN FROM SPRINT RF SITE DESIGN DATA. TOWER HEIGHTS AND ANTENNA HEIGHTS ARE TAKEN FROM LATEST TOWER SURVEY AVAILABLE. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH THE CLIENT PROJECT MANAGER (LISTED ON SHEET 7-1) THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING WORK. 5. LAYOUT FOR REFERENCE PURPOSES ONLY. CUSTOMER RESPONSIBLE TO DETERMINE IF THE PROPOSED ANTENNA CAN BE THEY AND PHYSICALLY INSTALLED ON EXISTING/PROPOSED ANTENNA MOUNT. OVERALL SITE PLAN SCALE: u. a' e' ,r 3/32-=,'-0' 1 Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PREPARED BY: NATIONA ENGINEERING & CONSULTING, 1 2] OM�4f>b, JJIIE:OO lAl� FOrrE^.-,,i. G B PHOr�C: (B48) ]�B-BBBO I PAX: (8<H) ]t0 -i MLA PARTNER: OEM: A& AI VERICAN TOW—HR 116 HUNTINGTON AVE., 11TH FLOOR BOSTON, MA 02116 QµOGR9r' O UCTUP ..air a ai Rr DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINTAND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: OESCRIPTM MTE BY REV 902 CD's 12/17/13 PP 0 100% CD's 01/24/14 FD I GLOBAL COMMENTS 01/30/14 FO 2 1002 CD's 02/06/14 GG 1 SITE NAME: UBIQUITEL-GRIDLEY SITE NUMBER: CASCADE* SF03UB315 ATC SITE* 8361 SITE ADDRESS: 46 ORD RANCH RD. GRIDLEY , CA 95948 SHEET DESCRIPTION: 'OVERALL SITE PLAN SHEET NUMBER: A-0 ROPERTY UNE rill of7. x ' —'X""—'X"� 'X"'Xz " BUTTE COUNTY FEB 2 7 2014 DEVELOPMENT SERVICES M, X04 00-'� T HOES: 1. THE BASE DRAWINGS SHOWN HEREIN HAVE BEEN PROVIDED BY SPRINT. 2. G.C. TO PROVIDE MOUNTS OR ADDITIONAL HARDWARE IF REOUIRED TO SUPPORT PROPOSED ANTENNAS. ALL ANTENNAS & MOUNTING HARDWARE SHALL CONFORM TO DESIGN REOUIREMENTS PER 2012 ISC / 2013 CDC AND EM/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. BASIC WIND SPEED 85 MPH, 3 SECOND GUST. 3, AZIMUTHS INFO TAKEN FROM SPRINT RF SITE DESIGN DATA. TOWER HEIGHTS AND ANTENNA HEIGHTS ARE TAKEN FROM LATEST TOWER SURVEY AVAILABLE. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH THE CLIENT PROJECT MANAGER (LISTED ON SHEET 7-1) THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING WORK. 5. LAYOUT FOR REFERENCE PURPOSES ONLY. CUSTOMER RESPONSIBLE TO DETERMINE IF THE PROPOSED ANTENNA CAN BE THEY AND PHYSICALLY INSTALLED ON EXISTING/PROPOSED ANTENNA MOUNT. OVERALL SITE PLAN SCALE: u. a' e' ,r 3/32-=,'-0' 1 Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PREPARED BY: NATIONA ENGINEERING & CONSULTING, 1 2] OM�4f>b, JJIIE:OO lAl� FOrrE^.-,,i. G B PHOr�C: (B48) ]�B-BBBO I PAX: (8<H) ]t0 -i MLA PARTNER: OEM: A& AI VERICAN TOW—HR 116 HUNTINGTON AVE., 11TH FLOOR BOSTON, MA 02116 QµOGR9r' O UCTUP ..air a ai Rr DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINTAND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: OESCRIPTM MTE BY REV 902 CD's 12/17/13 PP 0 100% CD's 01/24/14 FD I GLOBAL COMMENTS 01/30/14 FO 2 1002 CD's 02/06/14 GG 1 SITE NAME: UBIQUITEL-GRIDLEY SITE NUMBER: CASCADE* SF03UB315 ATC SITE* 8361 SITE ADDRESS: 46 ORD RANCH RD. GRIDLEY , CA 95948 SHEET DESCRIPTION: 'OVERALL SITE PLAN SHEET NUMBER: A-0 r.. THE BASE DRAWINGS SHOWN HEREIN HAVE BEEN PROVIDED BY SPRINT. 2. G.C. TO PROVIDE MOUNTS OR ADDITIONAL HARDWARE IF REQUIRED TO SUPPORT PROPOSED ANTENNAS. ALL ANTENNAS k MOUNTING HARDWARE SHALL CONFORM TO DESIGN REOUIREMENTS PER 2012 IBC / 2013 CBC AND EIA/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. BASIC WIND SPEED 85 MPH, 3 SECOND GUST. 3. AZIMUTHS INFO TAKEN FROM SPRINT RF SITE DESIGN DATA TOWER HEIGHTS. AND ANTENNA HEIGHTS ARE TAKEN FROM LATEST TOWER SURVEY AVAILABLE. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH THE CLIENT PROJECT MANAGER (LISTED ON SHEET T-1) THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING WORK. 5. LAYOUT FOR REFERENCE PURPOSES ONLY. CUSTOMER RESPONSIBLE TO DETERMINE IF THE PROPOSED ANTENNA CAN BE SAFELY AND PHYSICALLY INSTALLED ON EXISTING/PROPOSED ANTENNA MOUNT. SF'HINI ILLCU I SPRINT 100A INET. SPRINT GPS CONCRETE SPRINT MMES :ABINET. BUTTE COUNTY FEB 2 7 2014 DEVELOPMENT SERVICES ;woq!off N CHAIN LINK FENCE. ENLARGED SITE PLAN / EQUIPMENT PLAN SCALE: ,^ �, ,,SCALE: 1 PLANS PREPARED FOR: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: ®NATIONAL ENGINEERING & CONSULTING. INC ocr nno. s�n�:oD wE cmaE., . cn v PHONE: lana, a -Baso i Rax: (Ba¢) ��0-Bea-r r MLA PARTNER: L1lVERICAIV TOW—zit 116 HUNTINGTON AVE., 11TH FLOOR BOSTON, MA 02116 • ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION OATS BY RV 90% CD's 12/17/13 PP 0 100% CO'S 01/24/14 FO 1 GLOBAL COMMENTS 01/30/14 FO 2 l00% CD'S 02/06/14 GG I SITE NAME: UBIQUITEL-GRIDLEY SITE NUMBER: CASCADE#:SF03UB315 ATC SITE#: 8361 SITE ADDRESS: 46 ORD RANCH RD. GRIDLEY , CA 95948 SHEET DESCRIPTION: ENLARGED SITE PLAN / EQUIPMENT PLAN SHEET NUMBER: A-1 PROPOSED SPRINT RRH. 7YP. OF (1) RRH PROPOSED SPRINT PANEL ANTENNAS. TYP. OF (1) PER SECTOR, (3) SECTORS. (3) TOTAL. ANTENNA PER SECTOR. (3) SECTORS. (3) TOTAL. I 1 2 J q_J p_J A -J A -J SECTOR (AZ 355') EXISTING ANTENNA PIPE TOP OF PROPOSED SPRINT ANTENNAS EXISTING SPRINT ANTENNA (3) TOTAL. (1) PER SECTOR. _ ,T MOUNT. (TYP. OF 6) 182•-6• AGL EXISTING SPRINT ANTENNAS TO - REMAIN. TYP. OF (1) PER 7 P OF EXISTING LATTICE TOWS SECTOR. (3) SECTORS. (3) 180•-0•• (RET.) TOTAL. RC OF PROPOSED SPRINT ANTENNAS -�- EXISTING SPRINT RRH TO REMAIN. -IFTSO'-O- AGL I 1E III I TYP. OF (2) PER SECTOR. (3) EXISTING ANTENNA PAD CENTER (BY OTHER) _ _ _ I EXISTING SPRINT RRH'S TO REMAIN. TYP. OF (2) PER SECTORS. (6) TOTAL. 165•-O" (REF.) SECTOR, (3) SECTORS, (6) TOTAL. I E%ISTING ANTENNA PAD CENTER BY OTHER -I �EXISTING TO::'ER 1165'-O" (REF.) _!J E10STING-ANTENN A-2a_CENgER-(BSO-UA 165•-0" (REF.) I EXISTING ANTENNAS (BY OTHERS). I I I I I I I EXISTING 180' LATTICE TOWER. I SECTOR 2 (AZ 100') I SECTOR 3 (AZ 240') I I I PROPOSED SPRINT HYBRID CABLE TO RUN ALONGSIDE EXISTING CABLE ROUTE FROM •_ N EXISTING SPRINT EQUIPMENT TO PROP05E0 SPRINT 2.5 EOUIPMENT. I 4 3 BUM I A -J A-4 COUNTY EXISTING ANTENNA LAYOUT PLAN I 1. 2' I SCALE: 1 FEB 2 7 2014 • SECTOR I EXISTING ANTENNA PIPE (AZ 355') MOUNT. (TYP. OF 3) DEVELOPMENT EXISTING SPRINT ANTENNAS SERVICES 70 REMAIN. TYP. OF (1) PER _ SECTOR. (3) SECTORS. (3) TOTAL. ROPOSED SPRINT FIBER AND POWER CABLES FROM I� BREAKOUT CYLINDER EXISTING SPRINT RRH TO REMAIN. TO. RRH'S. I TYP. OF (2) PER SECTOR. (3) SECTORS, (6) TOTAL. ROPOSED SPRINT HYBRID CABLE FROM • 2.5 EOUIPMENT TO - • EXISTING SPRINT MMBS BATTERY CABINET. BREAKOUT CYLINDER. _ ' I 4 I PROPOSED SPRINT RRH. TYP. OF (1) RRH PER PROPOSED SPRINT EQUIPMENT BE SECTOR, (3) SECTORS.. —EXISTING 1'OWE12 I INSTALLED WITHIN EXISTING CABINET (3) TOTAL. INCLUDING BUT NOT UMREO TO BASE . I 1 4 I - BAND UNIT, CELL SITE ROUTER, SURGE ARRESTERS AND CONNECT POWER AND A-3 A-3 PROPOSED SPRINT FIBER. _ BREAK OUT CYLINDER. e � J 4 I A-1 A-3 A-3 ' _ I EXISTING GPS ANTENNA. I . EXISTING EQUIPMENT I EXISTING EOUIPMENT SHELTER SHELTER (By OTHERS) (BY OTHERS) I _ --- PROPOSED SPRINT PANEL SECTOR 2 ANTENNAS. TYP. OF (1) (AZ 100') ANTENNA PER SECTOR, (3) GROUND LEVEL SECTORS, 3) TOTAL 0. %ISTING SPRINT ELEC. & TELCO CABINETS SECTOR 3 (AZ 240') I N 1. T NOTES. BASE DRAWINGS SHOWN HEREIN HAS BEEN PROVIDED BY SPRINT. 2. G.C. TO PAINT ANTENNAS, MOUNTS & ANY DAMAGE USING APPROVED PAINT. 3. EXISTING ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY. 4. ALL DIMENSIONS HAVE BEEN FIELD VERIFIED BY THE CLIENT. PROPOSED EAST ELEVATION D � J-5-7 _O. 2 PROPOSED ANTENNA LAYOUT PLAN 10 2'. J/aGA�E_0" 1 3 PREPARED FOR: `y Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: ®NATIONAL ENGINEERING &CONSULTING. INC C4aCHnRp. SUTIF'�•W W � FO�'�, G P2ii0 P,iONC--: (8n8) >T6-8880 I FAX: (8a8) �TB_888'I MLA PARTNER: ArVa-RlCANN Tom/= -R 116 HUNTINGTON AVE., 11TH FLOOR BOSTON, MA 02116 OEM: ENGINEERING LICENSE: paws • �P� E ,O�t ROC `UP`s DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIALAND ARE THE SOLE PROPERTY OF SPRINTAND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTXIN DATE BY REV 902 CD•S 12/17/13 PP 0 100% CD•S 01/24/14 FO 1 GLOBAL COMMENTS 01/30/14 FO 2 1002 CD'S 02/06/14 GG I SITE NAME: UBIQUITEL-GRIDLEY SITE NUMBER: CASCADE* SF03UB315 ATC SITE* 8361 SITE ADDRESS: 46 ORD RANCH RD. GRIDLEY , CA 95948 SHEET DESCRIPTION: . ELEVATION, EXISTING & PROPOSED ANTENNA LAYOUT PLANS SHEET NUMBER: A -2 ruuva rrccrHHcu ruH: Sprint, 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: NATIONA ENGINEERING R CONSULTIN(--. I > cur+ -Irmo. sone s00 ol.orve: (Bae) 11e990 1 RPen.; M—)11 MLA PARTNER: VCM: A AVERICAN TSR 116 HUNTINGTON AVE., 11TH FLOOR BOSTON, MA 02116 piwess C UP v br4 Gl.�> DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION DATE 8Y REV 902 CD's 12/17/13 PP 0 1002 CD'S 01/24/14 FO 1 GLOBAL COMMENTS _ 01/30/14 FO- 2 1002 CD's 02/06/14 GG I SITE NAME: Lj UBIQUITEL-GRIDLEY SITE NUMBER: CASCADE#:SF03UB315 ATC SITE#: 8361 SITE ADDRESS: 46 ORD RANCH RD. GRIDLEY , CA 95948 SHEET DESCRIPTION: EQUIPMENT DETAILS SHEET NUMBER: A-3 SAMSUNG 2.5 GHz RRH o KMW ANTENNA (ELECTRICAL DOWN TILT ANTENNA) o ET-X-WM-18-65-8P MODEL NUMBER TBD c ' HEIGHT 15.5"c o OMENSIONS, LAWD: 1550.305.110mm (61.12•.4.31 WEICMI WITHOUT DAMP: 16.5Ag (36.4 TEs) WIDTH 18.6" UAX WIND SPEED: 6 /s (150 ph _71o WIND LOAD(0100mph). FRONT/SDE/REAR 725.4N / 261.6N)/ 725AN DEPTH 9.5' (163.1111 / 5&&11 / 163.1100 WEIGHT 59.516s FRONT VIEW SIDE VIEW CONNECTOR (TYPE / POSITION): 9 CAUBRATIO `PO PORTN TYPE, FEUALE)/BOTTOM Li (WITH FINGER GUARD) 18.6 LLJ a.3" CO BOTTOM VIEW 12' L. G.C. TO PROVIDE MOUNTS OR ADDITIONAL HARDWARE IF REQUIRED TO SUPPORT PROPOSED ANTENNAS. ALL ANTENNAS & MOUNTING HARDWARE SHALL CONFORM. 70 DESIGN REQUIREMENTS PER 1. G C. TO PROVIDE MOUNTS OR ADDITIONAL HARDWARE IF REQUIRED TO SUPPORT PROPOSED ANTENNAS. ALL ANTENNAS h MOUNTING HARDWARE SHALL CONFORM TO DESIGN REQUIREMENTS PER 2012 IBC / 2013 CBC AND EIA/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. BASIC WIND SPEED 85 MPH, 3 SECOND GUST.2012 IBC / 2013 CBC AND EIA/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. BASIC WIND SPEED 85 MPH, 3 SECOND GUST. 2. AZIMUTHS INFO TAKEN FROM SPRINT RF SITE DESIGN DATA TOWER HEIGHTS AND ANTENNA HEIGHTS ARE TAKEN FROM LATEST TOWER SURVEY AVAILABLE. 2. AZIMUTHS INFO TAKEN FROM SPRINT RF SITE DESIGN DATA TOWER HEIGHTS AND ANTENNA HEIGHTS ARE TAKEN FROM LATEST TOWER SURVEY AVAILABLE. 3. EQUIPMENT TO BE MOUNTED PER MANUFACTURER SPECIFICATIONS. 3. LAYOUT FOR REFERENCE PURPOSES ONLY. CUSTOMER RESPONSIBLE TO DETERMINE IF THE PROPOSED ANTENNA CAN BE SAFELY AND PHYSICALLY INSTALLED ON EXISTING/PROPOSED ANTENNA 4. COMPLY WITH MANUFACTURERS INSTRUCTIONS TO ENSURE THAT ALL RRH'S RECEIVE ELECTRICAL POWER WITHIN 24 HOURS OF BEING REMOVED FROM THE MANUFACTURER'S PACKAGING. DO MOUNT. NOT OPEN RRH PACKAGES IN THE RAIN 4. EQUIPMENT TO BE MOUNTED PER MANUFACTURER SPECIFICATIONS. PROPOSED 2.5 GHz RRH 5CA`E 1 PROPOSED ANTENNA SPECIFICATIONS E 2 N.T.S. N.T.S. PROPOSED RF FILTER � VERIFY LOCATION IN FIELD - • I A-1 . PROPOSED ANTENNA PROPOSED RRH MOUNTED ON MOUNTING BRACKET (7YP) NEW OR EXISTING PIPE MOUNT WITH RRH MOUNTING DT�p lTi V i a i+ DU l 1 KIO ) - FIBER BREAK OUTDC POWER BREAK OUT COSY • FEB 2 7 2014 PROPOSED FIBER AND POWER BREAK OUTS TO RRU CABLES FROM BREAKOUT USE EXISTING 3' PIPE OR - - _ CYLINDER TO RRHS. INSTALL NEW 3" PIPE PER li DEVELOPMENT ANTENNA/RRH POSITION PROPOSED BREAKOUT CYLINDER VERIFY LOCATION IN FIELD SERVICES BLE T NATION )PLA O NEW OR EXISTING HYBRID CABLE BREAK OUT CYLINDER ENCLOSURREE ((TYPE 3 ES) PROPOSED ANTENNA e EXISTING OR NEW HYBRID -CABLE PROPOSED RET CABLE PROPOSED 1/2• COAX JUMPER FROM RRH ANTENNA, FILTER & RRH MOUNTING SCALE: 3 HYBRID BREAKOUT DETAIL SCALE: 4 N.T.S . N.T.S. ruuva rrccrHHcu ruH: Sprint, 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: NATIONA ENGINEERING R CONSULTIN(--. I > cur+ -Irmo. sone s00 ol.orve: (Bae) 11e990 1 RPen.; M—)11 MLA PARTNER: VCM: A AVERICAN TSR 116 HUNTINGTON AVE., 11TH FLOOR BOSTON, MA 02116 piwess C UP v br4 Gl.�> DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION DATE 8Y REV 902 CD's 12/17/13 PP 0 1002 CD'S 01/24/14 FO 1 GLOBAL COMMENTS _ 01/30/14 FO- 2 1002 CD's 02/06/14 GG I SITE NAME: Lj UBIQUITEL-GRIDLEY SITE NUMBER: CASCADE#:SF03UB315 ATC SITE#: 8361 SITE ADDRESS: 46 ORD RANCH RD. GRIDLEY , CA 95948 SHEET DESCRIPTION: EQUIPMENT DETAILS SHEET NUMBER: A-3 DIMENSIONS: 12.08'X7.99'X3.03' WEIGHT: IOKg (22.04 LBS) APPLICATION: INDOOR OR OUTDOOR CONNECTORS: MINI -DIN FEMALE PASS BAND: 2496-2690 MHz '.I1l GSI IA1 I,P:I e'I �;oi lo:l 'ro;1111 i RO BOTTOM VIEW NOTE' I. CONFIGURATION OF NEW/EXISTING EOUIPMENT MAY VARY PER SITE. 2. LAYOUT FOR REFERENCE PURPOSES .ONLY. CONTRACTOR RESPONSIBLE TO DETERMINE IF THE PROPOSED EOUIPUENT CAN BE PROPERLY INSTALLED IN EXISTING EOUIPMENT CABINET. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY CONTACT THE CLIENT PROJECT MANAGER (LISTED ON SHEET T-1) IF CONDITIONS DO NOT MATCH LATEST SET OF PLANS. 0S_ cURGE P0-,ECTOR- POWER 141ECTOP 5-8— T'O.FR IN.�F('TCP 1-4 - ,_10S M 2 I- 7_015 SAIR B LTE -88U 2.5GHz T PF U FOr° :.DVA VI-LLU GROW111- OL:A MT ESU PRVAP.','- -15P1 POPT I BVH. !Ht �Nhi HUh: ::hi -H— SEC a d1, 4 #3— SECWIER SHELF -m. P: RECTIFIER SHELF 2.5GH¢- FRONT VIEW PROPOSED RADAR FILTER N`;s 1 I EXISTING SPRINT CABINET WITH NEW 2.5 EQUIPMENT N` sE: 2 EXISTING SPRINT MMBS EOUIPMENT CAUINEI. USE EXISTING EMPTY PORT ENTRY--\ SPRINT HYBRID CABLE TO RUN ALONGSIDE EXISTING CABLE ROUTE FROM EXISTING SPRINT EOUIPMENT TO PROPOSED SPRINT 2.5 EOUIPMENT. NOTE• I. CONFIGURATION OF NEW/EXISTING EOUIPMENT MAY VARY PER SITE. 2. LAYOUT FOR REFERENCE PURPOSES ONLY. CONTRACTOR RESPONSIBLE TO DETERMINE IF THE PROPOSED EOUIPMENT CAN BE PROPERLY INSTALLED IN EXISTING EQUIPMENT CABINET. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY CONTACT THE CLIENT PROJECT MANAGER (LISTED ON SHEET T-1) IF CONDITIONS DO NOT MATCH LATEST SET OF PLANS. BUTTE COUNTY FEB 2 7 2014 DEVELOPMENT SERVICES d1, q _0 � CABLE ENTRY PORT N`Ts SCALE: 3 NOT USED j 41 N.T.S. PREPARED FOR: Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PLANS PREPARED BY: ® NATIONAL ENGINEERING & CONSULTING. INC MCHM�..:UIIEI. FOra* ,G P2E3L FhiOn (-)11-90 1 FAX: MB ) 715- 07 r MLA PARTNER: I � WA ®r,: 11 116 HUNTINGTON AVE., 11TH FLOOR BOSTON, MA 02116 - ENGINEERING LICENSE: DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DES=PTbN DATE BY REN 902 CD's 12/17/13 PP 0 1002 CD's 01/24/14 FO 1 GLOBAL COMMENTS 01/30/14 FO 2 1002 CD's 02/06/14 GG I SITE NAME: UBIQUITEL-GRIDLEY SITE NUMBER: CASCADE#:SF03UB315 ATC SITE#: 8361 SITE ADDRESS: 46 ORD RANCH RD. GRIDLEY , CA 95948 SHEET DESCRIPTION: EQUIPMENT DETAILS SHEET NUMBER: - A-4 rLfuv�rHtrnHtu rvn: 1�'InJ \7 Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PREPARED BY: NATIONA ENGINEERING R CONSULTING. I 2Y O�"G-I ViD. SUnE AVO IAHE FOnEST. G P PRONE: (04f)) 740-BBRO I PAX: (F!<8) 740-4 MLA PARTNER: OEM: A ,Ah ERICANTcmm=_R 116 HUNTINGTON AVE., 11TH FLOOR BOSTON, MA 02116 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESDRIPTON DATE BY REV 902 CD's 12/17/13 PP 0 100% CD'S 01/24/14 FO 1 GLOBAL COMMENTS 01/30/14 FO 2 1002 CD•S 02/06/14 GG 1 SITE NAME: UBIQUITEL-GRIDLEY SITE NUMBER: CASCADE#:SF03UB315 ATC SITE#: 8361 SITE ADDRESS: 46 ORD RANCH RD. GRIDLEY , CA 95948 SHEET DESCRIPTION: GROUNDING DETAILS SHEET NUMBER: E-1 NOTES: SYMBOL LEGEND NEW OR EXISTING PIPE MOUNT 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND AR ALWAYS DIRECT GROUND WIRE DOWN TO GROUND B. EXOTHERMIC CONNECTION - MECHANICAL CONNECTION 2, GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE N� r) MANUFACTURER. PROPOSED ANTENNAS (TYP) I 1 I I I I 3. WEATHER PROOFING SHALL BE ANDREW TWO-PART O I O ) O 1 TAPE KIT, COLD SHRINK SHALL NOT BE USED. y4 OR y6 AWG SOLID CU CONDUCTOR WITH I r r 4. ANTENNA PIPE MOUNT TO BE GROUNDED VIA DWELD G I GREEN, 60OV. THWN-2 INSULATION N O LJ I AT TOP OF PIPE MOUNT. ! PROPOSED RRH (TYP)I I I S. CG SHALL REFERENCE ALL SPECS FOR I I "CONNECTING THE POWER SUPPLY" EXISTING GROUNDING BAR m I OF THE NEW INSTALLATION DOCON I m I CONNECTION SPECIFICATIONS. UMENTS, FOR ALL WALL. F ANTENNA TOWEOR' OR ON I 0: I I K I I K I 1 JUMPER CABLES (TYP O O O O O O O O O O O O O FIBER & DC CABLES (TYP)T(—) I 1 L:T PROPOSED BREAK OUT CYU I I BBU 2.SGHz ' o�oauou o-aDuau o�oDn TWO HOLE SPADE. TO BE USED 70 CONNECT TO GROUND BAR PROPOSED HYBRID CABLE (TYP) SECTOR GROUND EXISTING N.V. D OD BARS (TYP) MMES RECTIFIER - -OYJER UPPER GROUND BAR �� GROUND DAR 1. APPLY NO -O% TO LUG AND BAR CONTACT SURFACE. DO NOT COAT INLINE LUG. 000-0Du 1� OOOIjO Q y2 AWG BARE COPPER GROUND CONDUCTOR TO EQUIPMENT GROUND 2. IF STOLEN GROUND BARS ARE ENCOUNTERED, CONTACT SPRINT CM FOR REPLACEMENT THREADED ROD KIT. , 3. CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) OR EQUIVALENT ON ALL LUG CONNECTIONS MAIN GROUND BAR RING (TYP. 2) CADWELD TO BUSSBAR REQUIRED. _ EXPOSED CONDUCTORS SHALL BE SLEEVED IN PVC CONDUR OR (N) OR (E) FIBER NON-METALIC FLEX TUBING (GRAY) JUNCTION BOX GROUNDING RISER DIAGRAM SCALE: 1 INSTALLATION OF GROUNDING CONDUCTOR SCALE: I� A N.T.S. N.T.S. • - BUTTE ' BUTT CONDUCTOR INSULATION UP AGAINST COUNTY � T ,..�7' THE CONNECTOR BARREL j INSPECTION WINDOW REQUIRED FOR FEB 2 7 2014 ' - ALL INTERIOR TWO -HOLE CONNECTORS EXTERNAL TOOTHED DEVELOPMENT 3/e"Dxt 1/2' SERVICES / S/S NUT �) { ' —o t q �'I{ 4 S/SWAS LOCK C /R HDI K 0 U WASHER APPROVED EQUAL S/S FLAT 1' MIN WASHE • APPLY LABEL NO -OX 1/4- MIN - S/S FLAT ' WASHER 00 NOT • ROUND BAR DISCONNECT S/S BOLT (1 OF 2) • TINNED COPPER COLD SHRINK OR GROUNDING BAR APPROVED EQUAL 'DO NOT DISCONNECT' TAG ON ALL GROUNDING BAR INTERCONNECTS AND EQUALIZERS NOT USED SCALE: 3 TWO HOLE LUG SCALE: 4 N.T.S. N.T.S. rLfuv�rHtrnHtu rvn: 1�'InJ \7 Sprint 6580 Sprint Parkway Overland Park, Kansas 66251 PREPARED BY: NATIONA ENGINEERING R CONSULTING. I 2Y O�"G-I ViD. SUnE AVO IAHE FOnEST. G P PRONE: (04f)) 740-BBRO I PAX: (F!<8) 740-4 MLA PARTNER: OEM: A ,Ah ERICANTcmm=_R 116 HUNTINGTON AVE., 11TH FLOOR BOSTON, MA 02116 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESDRIPTON DATE BY REV 902 CD's 12/17/13 PP 0 100% CD'S 01/24/14 FO 1 GLOBAL COMMENTS 01/30/14 FO 2 1002 CD•S 02/06/14 GG 1 SITE NAME: UBIQUITEL-GRIDLEY SITE NUMBER: CASCADE#:SF03UB315 ATC SITE#: 8361 SITE ADDRESS: 46 ORD RANCH RD. GRIDLEY , CA 95948 SHEET DESCRIPTION: GROUNDING DETAILS SHEET NUMBER: E-1 Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING January 7; 2004 Cingular Wireless 3851 N. Freeway Boulevard Sacramento, CA 95834 CERTIFIED MAIL Re: Minor Use Permit, MUP 04-02, A .N 025-229-119 Dear Gentlemen: Enclosed is your validated Minor Use Permit to collocate 12 panel antennas centered at the 162 - foot level on an existing 181 -foot tall lattice tower, and install a 10'X 16' prefabricated equipment shelter within the existing lease area, # MUP 04-02. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Roni Thornton OAII Enc cc: American Tower Corporation " Land Development Division (g) Building Division (y) Environmental Health'(p) Department of Forestry (gld) Larry Painter MINOR USE PERMIT BUTTE COUNTY PLANNING COMMISSION DATE: JAN ` 8 2004 (Certified Mail Rec.) MUP 04-02 PERMIT NO. 025-200-119 ASSE$SOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Cingular Wireless is hereby granted a Minor Use Permit in accordance with application filed to allow the collocation of twelve (12) 4.6 square foot panel antennas centered at the 162 -foot level on a 181 -foot tall lattice tower and for the installation of a 10 -foot by 16 -foot (160 square feet) equipment shelter within the existing fenced lease area. The project site is zoned A-40 and has a General Plan land use designation of Orchard and Field Crops. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-41. 2. Unless otherwise provided for in a special condition to this Minor Use Permit, all conditions must be completed prior to or concurrently with the establishment of the granted use. The use granted by this permit must be established within 12 months of the delivery of the countersigned permit to the Permittee. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid, and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 1 Conditions of Approval: Planning Division The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Attachment D" and date-stamped October 7, 2003, and is incorporated herein by this reference. 2. The Facility must meet or fall within current standards and regulations of the FAA, the FCC, the County, and any other agency of the Federal or State government with the authority to regulate such Facilities. The installation of the Facility shall comply with all applicable building and electrical codes. The Facility operator shall submit certification from a registered structural engineer to the Building Division, that all associated monopoles and towers in excess of thirty (30) feet in height will withstand sustained winds as required by the Uniform Building Code. 4. No advertising or display shall be permitted on the Facility. The placement of any antenna or structure shall not adversely affect any on-site sewage disposal system or its repair area without written approval from the Division of Environmental Health. 6. The installation of the Facility shall not violate any existing deed restrictions. 7. The Facility shall have a twelve (12) foot wide all-weather access to a publicly maintained road capable of supporting a forty thousand (40,000) pound fire apparatus with fifteen (15) feet of vertical clearance. There shall be no outdoor vehicle or equipment storage except for emergency purposes. 9. The Facility shall fall within current standards and regulations of the FAA, the FCC, and any other State and/or Federal agency with the authority to regulate such Facility. If such standards and regulations are changed, the property owner or responsible party shall bring the Facility into compliance with such revised standards and regulations within ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 10. The Facility or combination of the Facilities on the site shall not generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 11. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of persons working or residing near such facility, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facility. In no case shall the Facility remain in operation if it is found to create a hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to 2 health, safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. 12. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of a one-time test by a radio frequency consultant selected by the County, sufficient to determine whether the Facility's RF/EMF emissions comply with FCC standards. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. The applicant shall cooperate in all respects with the County's consultant to assist the consultant to reach his/her conclusion. 13. All Facilities that are not in continual use for a period of six (6) months shall be considered abandoned. Abandoned Facilities are hereby designated as unlawful and as public nuisances, requiring no amortization period. 14. All ground level support Facilities shall be painted and/or screened from view with adequate landscaping appropriate to the surrounding environment. All aesthetic treatments, including landscaping shall be maintained as approved for the life of the Facility. 15. The Facility may not encroach into, under, over, above, or upon any public street in the unincorporated area of the County in the absence of a valid encroachment permit from the County. 16. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division no later than January 31 of each year. 17. The Facility shall be secured at all times to prevent access by the public. Building Division 18. Building and electrical permits required. Structural calculations prepared by an engineer licensed to practice in the State of California shall be provided verifying adequacy of existing tower to support added loads. Environmental Health Division 19. Prior to issuance of a building permit, provide a completed Hazardous Materials and Emissions Questionnaire. .3 County Counsel 20. If this entire matter or any finding, action or condition of this matter is appealed to the Board of Supervisors, the applicant or any other developer/operator other than the applicant agrees to indemnify the County of Butte from liability or loss related to the approval of this project and agrees to sign an indemnification agreement in a form approved by County Counsel before the Board's appeal hearing. If the application is not appealed, this condition is deemed satisfied. NOTE: Issuance of this Minor Use Permit does not waive requirement of obtaining Building and Health Division permits before starting construction, nor does it waive any other requirements. CC: Land Development Division Building Division Environmental Health Division Butte County Fire Department/CDF Assessors Office City of Gridley, Planning Butte County Planning Commission Chairman 4 GENERAL NOTES 1. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE. AND THIS SET OF PIANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS. EQUIPMENT, LABOR, AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. . 2. PRIOR TO THE SUBL16'SION OF BIDS, THE CONTRACTORS INVOLVED SHALL NSR THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS. OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/DIGNEUL 3. THE GENERAL CONTRACTOR SMALL RECEIVE WRITTEN AUTHORISATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/ CONTRACT DOCUMENTS. 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED NEREIN. THE CONTRACTOR 51411 BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEOUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 5. THE CONTRACTOR SMALL INSTALL ALL EOUIPNENT AND MATERIALS ACCORDING TO MANUFACTURER'S/ VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINMICES TACE PRECEDENCE Q . ALL WORK PERFORMED ON PROJECT AND MATERIALS INSTALLED 94A.L BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. REGULATIONS. AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALJ. ' LAWS. ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY. MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 7. GENERAL CONTRACTOR SMALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADOENDUMS OR CLARIFICATIONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. a THE STRUCTURAL COMPONENTS OF THIS PROJECT SITE/ FACIUTY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE 9. DETAILS INCLUDED HEREIN ARE INTENDED.TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REWIRED TO SIT JOS CONDITIONS OR SITUATIONS. AND SUCH MODIFICATIONS SHAD. BE INCLUDED AS PART OF THE SCOPE OF WORK. 10. SEA. PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L_ LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. . I1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL OJSTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. . 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTINC IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC, DURING CONSTRUCTION. UPON COMPLETION OF WORKD. . CONTRACTOR SHAREPAIR ANY DAMAGE THAT MAY HAVE OCCURED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 13. CONTRACTOR SMALL SEE TO IT THAT GENERAL WORK AREA R KEPT CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL ORT. DEBRIS. RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SAL BE LEFT IN CLEAN CONDITION AND FREE FROM PAM SPOTS. DUST. OR SMUDGES OF ANY NATURE 14. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORM IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMMISIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND • IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS, THE BIDDER SHALL BEM THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCiRECT/ENCNEEFi OF ANY CONil1CT5. ERRORS,. OR OMISSIONS PRIOR TO THE SUBMISSION OF COHTNACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK. UNLESS DIRECTED OTHERWISE ' VICINITY MAP 5IGGS, GA �\ I I cS� PROJECT AREA 0 N.T.S. O APP VE Develo ment Pian DATE DEC 1 1 USE PERMIT VARIANCE MINOR U.P. ADM.PERMIT J� PLANNING COMMISS. DIRECTOR OF DEVELOPMENT SERV!CF LEGEND PROJECT SUMMARY SHEET INDEX 'SITE NAME. BIGGS T TITLE SHEET A ANTENNA CABLE (ABOVE GROUND) SITE NUMBER: SN -153-02 T pUWNG TiTE TITLE SHEET �� ADDRESS' GRIDLLEY CSA 95948 CHEC O) BY CAW FILE M wlt OrRA. N0 Na AS NOTED 7-'E10-03 T PRIM TELEPHONE SERVICE (ABOVE GROUND) C-1 SITE SURVEY E POWER SERVICE (ABOVE GROUND) ' ' SITE CONTACT. LAURIE LANEY 916-425-5110 A-1 SITE PLAN G GROUND RING (ABOVE GROUND) TOMER OWNER: AMERICAN TOWER CORP. ' - — — — - A — — — — ANTENNA CABLE (BURIED) TOWER OWNER -ADORES& 3828 BUSINESS PARK DRIVE STEAA-2 ELEVATIONS—DETAIL SACRAMENTO, CA 95827 - — — — - T — — — — TELEPHONE SERVICE (BURIED) - — — — - E — — —.— POWER SERVICE (BURIED) APPLICANT: CNGULAR WIRELESS , • APPLICANTS ADDRESS: 3851 NORTH FREEWAY BLVD. — — — — G — — — — GROUND RING (BURIED) I SACRAMENTO, CA. 95834 - ASSESSORS PARCEL NUMBER(S) J 025-200-119 . CONTACTS R -F. ENGINEERING CINGLI AR W1Rf1 FCC• CINGULAR WIRELESS RAY ALTMAN 3651 NORTH FREEWAY BOULEVARD 3851 NORTH FREEWAY BOULEVARD SACRAMENTO, CALIFORNIA 93&34 SACRAMENTO, CAUFORNIA 95834 (916) 607-8794 SUR GEIL ENGINEERING 1226 HIGH STREET AUBURN, CA 95603 (530) 885-0426 Site EC E OW E OCT -.712003. l BI.S BUTTE COUNTY PLANNING DIVISION Title 'Sheet. No. SN. 153— 02 SITE ADDRESS 46 ORD RANCH RD. BIGGS. CA 95917 cingular WIRELESS 3851 NORTH FREEWAY BOULEVARD SACRAMENTO, CALIFORNIA 95834 Peek Site—Corr, 853 m,LincolnCal Way, Suite 106 Auburn, California 95603 Suits Phone (530) 885-6160 > E -Mail info®peek3itSCOM.COM This dmWM coMalm Mangum did,.6 the prapMmY a• O,plke0- d arT Mfarna0on —dal -d IrrW%l r -A tA. ew— vWM, co—L NO AEWSON/SITIUM I M GATE I 90f ZONING DOG 5 9-15-03 2 1002 ZONING DOG'S 9-22-03 BCGS pUWNG TiTE TITLE SHEET SEAL DRAWN BY PROJECT No. T -PEEK SN -153-01 CHEC O) BY CAW FILE M wlt OrRA. N0 Na AS NOTED 7-'E10-03 T PRIM 1 Illi 0.00 LmLMIT (P) (" L-- _ 25.00 0 EL -93.73'.I 23.00 I 3.00 UTI.. CSW. (P) - I I xEL�9s.a4' I I - t- 15.00 ACCESS ESMT. (P) I I I I x F W I Cj GRAVEL ACCESS RD I1 1 -------7-------- VALVE (E) GAS METER(E) e o 0 GAS METER(E) DATE OF SURVEY: 011-26-03 SURVEYED BY OR UNDER DIRECTION OR KENNETH 0. GED. •R.C.L 141103 LOCATED IN THE COUNTY OF BURS, STATE OF CALIFORNIA BEARINGS SHOWN ARE BASED UPON MONUMENTS FOUND AND RECORD INFORMADM THIS IS NOT A BOUNDARY SURVEY. ELEVATIONS SHOWN ON THIS RAN ARE BASED UPON U3.0.A H.A.V.D. 60 DATUM. ABOVE MEATI SEA LEVEL UNLESS OTHERWISE NOTED. N.O.V.0. 1929 CORRECTKft SU0. 2.29' FROM ELEVATIONS SHOWN. CONTOUR INTERVAL THE LATITUDE AND LONGITUDE WERE DETERMINES USING TRIMBLE PATHFINDER PRO XL C.P.S AND UTWING PFINDER OFFICE DIFFERENTIAL CORRECTION SOFTWARE' AT THE EXISTING LATTICE TOWER LOCATION. LAT_ 30`22'20.19' NAD 63 LONG' 121.41'14.55' HAD 93 ' LATJ 39'222x.39' HAD 27 LOW-' 121'41'10.43' HAD 27 . THIS SURVEY MEETS OR EXCEEDS FAA to ACCURACY TOLERANCES. SITE NAME t NUMBER: BIM / SN -133-02 SITE ADDRESS 46 ORD RANCH RD. . BIGGS. CALIFORNIA. 93917 BUTT COUNTY ZONING: ASSESSOR'S PARCEL NUMBER: 023-200-119 OWNER(S): WlnnuM H It HANCT D ROBINSON 46 ORO RANCH RD BWGS. CALIFORNIA. 93917 - LANDLORD(S), AMERICAN TOWER CORP. . 3521! BUSINESS PARK DR SUITE A : SACRAMENTO. CA 95027 SITE CONTACT: LAURIE LANEY . 916-423-3110 " 112.ag I ` CELLULAR EQUIP (E) GROUND MINT CABLE TRAY(E) LATTICE TOWER (E) 1 I (SEE TOWER DIAGRAM) LAT.39"22.20.19' HAD 83 LONG_ 121'41'14.35' HAD 03 D'7► SCALE 1" = 20' a 30 w0 .0 PROJECT AREA ENLARGEMENT Gell Engineering . Engineering a Surveying a Planning 1226 High Street Auburn, CalNemla 95603-5015 Phone: (530) 60.5-0426 a Foe (530) 823-1309 angular Wheless / S.B.C. . PCS Equipment A.S.A.C. Survey Form Project N-/Nanm SN -153-02 / Biggs Project Shia Leeallom 48 Ore Ranch Rd Blpps . CA 95917 , Dale of Observation: 08-26-03 Equlpme t/Procedure Used! to Obtain CoordinofiK Trhnble Goo XT pod processed with Pathfinder Office soflwors . Type of Antenna Mount. Existing Lattice Tows Lumber of Antennas Observed: 6 HAD 93 Ceerdl mm Lotil ds: N 39' 22'20.197' Longilude: w 121.41'1435' ELEVATION of Ground at Base of Struahwe (HAYDN) 93.7' AMSL STRUCTURE HEIGHT (Top of Tows) 1613' AGL OVERALL HEIGHT (Top at Panel) 1111.9• AGL - CERTIFICATION: L the undersigned. do heoby awl oleea lo, noted above Is bad an o flaw survwy dew under mr supareMlon 0`M Nal the accuracy of Mess elevotlons mad er axed i -A Standards a defined in. the FAA ASAC Infarn allm Shin 91:003. and ftwt they ore true and - accurate to the Led of ray Ian- ' 'g and belief. Kenneth D. Goa California R.C.E. 14803 ' Data SCALE 1" = 20' E. GRIDLEY RD DATE DESCRIPTION INITIAL a-27-03 WX CHECK PRINT D.G. GRIDLEY "Tz VICINITY MAP BOUNDARY SHOWN IS BASED ON MONUMENTATKIN FOUND AND RECORD INFORMATION. THIS IS NOT A BOUNDARY SURVEY. THIS IS A SPECIALIZED TOPOGRAPHIC MAP WITH PROPERTY LINES AND EASEMENTS BEING A GRAPHIC DEPICTION BASED ON INFORMATION GATHERED FROM VARIOUS SOURCES OF RECORD AND AVAILABLE MONUMENTATION FOUND WRING THE FIELD SURVEY. NO EASEMENTS WERE RESEARCHED OR PLOTTED. PROPERTY LINES AND LINES OF TELE WERE MOT DWESTIGATED NOR SURVEYED. NO PROPERTY MONUMENTS WERE SET. UJ angular 1Ylrelees co J i M SN -153-02 Bros W LaJ 00 Lea.. Area J L0. �3 All Met aerfob lea. area being o portion of the Horfhwed Quarts of Section 31. Township 16 Norm. Rang. 3 East. M.D.M. being men particularly desarlbed a fo6owc Q M C-aing of a 5/a' rebwith plastic cap who RCE 1a642 sol Me Easlerty ` I s oman Q right of . of US. / } ay IGpin.ray >ro near me west 1 4 comer o} Me aforementlened Section 31 and all shown an the plat Ind In Book 69 of Sarv.y., of Page 97 Bane County Roam sold rebar he Horth ar01'37' wed 370.70 feet frem a 5/8' 3 LL ' reber with plastic cap to pd RCE 1aa42 not on the Eaderty fight of way of US • Highway 99 and as shown an the aforementioned plat; thence from sob mbar North LLJ J 0`03' 3 42' west 13694 fed. North 7o1.03' wed 135.94 fed and. South 6,16'211' U LAJ Q East 07.96 feel to the True Point of Beginning; }hence Iron sold poled of beginning C U South 611'16'20' East 25.00 fed; thence South 01'43'32' Wed 20.00 feel, thence L.L. North 118'16'28' Wed 25.00 fast. thence North 01'43'32' East 20.00 fed to the paint of beginning. = Q .. Together with on a sentient for u" purposes sbl lad In width the ceaterOm of - - which Is described as follows: Beginning at a point which bean North 01'43'32' Z East 3.00 fad from the Northeast cams of 1M above described lease area; Ih.nce O LJ frean sold Point of beginning North a8'16'2a' West 59.52 fed; mega South 01'33.42' Z Wed 9.50 fed to an existing utility service location. Q Also togalMr with an easement far access purposes fifteen lest in width the antefim of which to described as followma Beginning at a point which boon North Ln U 01.43.32' west 730 fed frau the Southwest coos of the above described lass. 00 Q area: thence frown sold point of beginning Norm 6r26'18" Wed 2935 leel, Mena M N South 01.33'42" wad 62.32 fast; thenen South 1511'43' West 34.30 fest. thence South 7510.24' wed 2137 fin to lin public right of way. RF ENGINEERING TOPER DIAGRAM Cingular Wireless 3851 N. Freeway Blvd. Sacramento. CA 95834 Phone: (916) 561-4026 ORD RANCH RD I 1 1 , I I 1 ' A.P.N. 025-200-119 rA o C4 1 I. C4 1 0 C�l I 1 z I � I ►`J 1 I I I SEE PROJECT AREA ENLARGEMENT 1 , 1 ' APN 025-200-118 i APN 025-200-118 1 _ SCALE !_" = 200' OVERALL PROJECT AREA INDEPENDENT CONTRACTOR Cingulor Wheless 3851 N. Freeway Blvd. Sacramento, CA 95834 Phone: (916) 607-8794 John Vlgnolats SN -153-02'j Biggs SURVEY C-1 GEIL ENGINEERING ENGINEERING a SURVEYING a PLANNING 1226 HIGH STREET _ oRo RANCH RD__j AUBURN, CALIFORNIA 95603 phone: (530) 885-0426 fax: (530) 823-1309 DATE: 08-26-03 �PROJECr isTANrnsH SURVEYOR: K. GEIL DRAWN BY: D. GEIL x E. GRIDLEY RD DATE DESCRIPTION INITIAL a-27-03 WX CHECK PRINT D.G. GRIDLEY "Tz VICINITY MAP BOUNDARY SHOWN IS BASED ON MONUMENTATKIN FOUND AND RECORD INFORMATION. THIS IS NOT A BOUNDARY SURVEY. THIS IS A SPECIALIZED TOPOGRAPHIC MAP WITH PROPERTY LINES AND EASEMENTS BEING A GRAPHIC DEPICTION BASED ON INFORMATION GATHERED FROM VARIOUS SOURCES OF RECORD AND AVAILABLE MONUMENTATION FOUND WRING THE FIELD SURVEY. NO EASEMENTS WERE RESEARCHED OR PLOTTED. PROPERTY LINES AND LINES OF TELE WERE MOT DWESTIGATED NOR SURVEYED. NO PROPERTY MONUMENTS WERE SET. UJ angular 1Ylrelees co J i M SN -153-02 Bros W LaJ 00 Lea.. Area J L0. �3 All Met aerfob lea. area being o portion of the Horfhwed Quarts of Section 31. Township 16 Norm. Rang. 3 East. M.D.M. being men particularly desarlbed a fo6owc Q M C-aing of a 5/a' rebwith plastic cap who RCE 1a642 sol Me Easlerty ` I s oman Q right of . of US. / } ay IGpin.ray >ro near me west 1 4 comer o} Me aforementlened Section 31 and all shown an the plat Ind In Book 69 of Sarv.y., of Page 97 Bane County Roam sold rebar he Horth ar01'37' wed 370.70 feet frem a 5/8' 3 LL ' reber with plastic cap to pd RCE 1aa42 not on the Eaderty fight of way of US • Highway 99 and as shown an the aforementioned plat; thence from sob mbar North LLJ J 0`03' 3 42' west 13694 fed. North 7o1.03' wed 135.94 fed and. South 6,16'211' U LAJ Q East 07.96 feel to the True Point of Beginning; }hence Iron sold poled of beginning C U South 611'16'20' East 25.00 fed; thence South 01'43'32' Wed 20.00 feel, thence L.L. North 118'16'28' Wed 25.00 fast. thence North 01'43'32' East 20.00 fed to the paint of beginning. = Q .. Together with on a sentient for u" purposes sbl lad In width the ceaterOm of - - which Is described as follows: Beginning at a point which bean North 01'43'32' Z East 3.00 fad from the Northeast cams of 1M above described lease area; Ih.nce O LJ frean sold Point of beginning North a8'16'2a' West 59.52 fed; mega South 01'33.42' Z Wed 9.50 fed to an existing utility service location. Q Also togalMr with an easement far access purposes fifteen lest in width the antefim of which to described as followma Beginning at a point which boon North Ln U 01.43.32' west 730 fed frau the Southwest coos of the above described lass. 00 Q area: thence frown sold point of beginning Norm 6r26'18" Wed 2935 leel, Mena M N South 01.33'42" wad 62.32 fast; thenen South 1511'43' West 34.30 fest. thence South 7510.24' wed 2137 fin to lin public right of way. RF ENGINEERING TOPER DIAGRAM Cingular Wireless 3851 N. Freeway Blvd. Sacramento. CA 95834 Phone: (916) 561-4026 ORD RANCH RD I 1 1 , I I 1 ' A.P.N. 025-200-119 rA o C4 1 I. C4 1 0 C�l I 1 z I � I ►`J 1 I I I SEE PROJECT AREA ENLARGEMENT 1 , 1 ' APN 025-200-118 i APN 025-200-118 1 _ SCALE !_" = 200' OVERALL PROJECT AREA INDEPENDENT CONTRACTOR Cingulor Wheless 3851 N. Freeway Blvd. Sacramento, CA 95834 Phone: (916) 607-8794 John Vlgnolats SN -153-02'j Biggs SURVEY C-1 _J 9 FF EL-* 93.73'x� 1 xEL- 93.84" I I I151 ACCESS ES IT. I PROPOSED CINGULAR LEASE AREA xEL• 93.76' x I I ! I x W I �� a I I C9 [� W. I f gs GRAVEL ACCESS RD (E) 06S VALVE (E) GAASS METER(E) o GAS METER(E) SITE PLAN SCALE, NTS GENERAL NOTES: A. ON 51TE DRAINAGE SHALL BE DICTATED BY SITE CONDITIONS B. IN ADDITION TO EQUIPMENT AND TOWER SPACE REQUIREMENTS, LEASED AREA SHOULD CONSIDER SUCH ITEMS AS, MAINTENANCE, CRANE ACCESS AND LANDSCAPING. -CELLULAR EOUIP (E) :ROUND MNT CABLE TRAY(E) LATTICE TOWER (E) (SEE TOWER DIAGRAM) LAT.:39'22'28.19' NAD 83 LONG.:' 121'41'14.55' NAD 83 ENLARGED PROJECT AREA 0 Y 4' 0' Ir SCALE 1/4'-1'-W _ cingular WIRELESS 3851 NORTH FREEWAY BOULEVARD SACRAMENTO, CALIFORNIA 95834 Peek Site—Coin 853 LlWay, Suite 106 Auburn,. Cal California 95603 Phone (530) 885-6160 E -Mail info®peeksitecom.com lOb 6vMnV aanfaYq Mvmollon dJd� b lM papMvr prao+y d P. P069fNe vwMMxd ,wo, v duplleatlen d Owl ODM v vry NMrrnetlen aodnY„0 1r.Y� dNwt llr s�,� wMbM ca1w,L M FWASM/SU9W5S*N DATE ORD ' 2 100% ZONING DOC'S 9-22-03 ' KEYNOTES RANCH RD PRQIECf 91GGS mw,, TRu SITE PLAN SEK ORAMN of T -PEEK PRDW Na SN -153-01 aEn® er unO FILE Na 1 NEW PRE -FAB EQUIP. SHELTER A-1 _ 1 �i or DATE ,_10_03 2 NEW EMERGENCY GENERATOR RECEPTACLE I ON SHELTER 1 3 NEW 200 AMP ELECTRICAL MAIN DISCONNECT ON SHELTER. 4 (E) COAX CABLE TRAY I 5 (E) LATTICE TOWER _ I 6 NEW ELEVATED COAX CABLE BRIDGE FROM PRE -FAB EQUIPMENT SHELTER TO 1 I LATTICE TOWER I 7 NEW COAX CABLE RUN UP NEW COAX CABLE I LADDER SAME MFGR. AS TOWER A.P.N. 025-200-119 8 NEW TELCO BOX 0 I 9 PROPOSED CINGULAR LEASE AREA W/ o C4 NEW Y CLEAN CRUSHED ROCK OVER 4' BASE MA71ERAL INSIDE ENTIRE FENCED COMPOUND I to 10 NEW 200 AMP METER IN (E) METER SECTION I 1 O 11 NEW CINGULAR WIRELESS PANEL Z , ANTENNAS TYP. OF 12 NEW CONC. STOOP 13 (E) 6' HIGH CHAIN LINK FENCE _ 14 PROPOSED 5' UTILITY EASEMENT ' I I 15 PROPOSED 15' ACCESS EASEMENT 16 NEW U.G. ELEC. CONDUIT RUN _ 17 NEW U/C TELCO CONDUIT RUN I 18 NEW TMA UNITS TYP. (2) PER ANTENNA 1 . SITZ PLAN 1 — -- nit-- ,. APN 025-200-118 1 APN 025-200-118 OVERALL SITE PLAN SITE ADDRESS `-'c.ms, NTS 46 ORO RANCH RD t BIGGS, CA 95917 ENLARGED PROJECT AREA 0 Y 4' 0' Ir SCALE 1/4'-1'-W _ cingular WIRELESS 3851 NORTH FREEWAY BOULEVARD SACRAMENTO, CALIFORNIA 95834 Peek Site—Coin 853 LlWay, Suite 106 Auburn,. Cal California 95603 Phone (530) 885-6160 E -Mail info®peeksitecom.com lOb 6vMnV aanfaYq Mvmollon dJd� b lM papMvr prao+y d P. P069fNe vwMMxd ,wo, v duplleatlen d Owl ODM v vry NMrrnetlen aodnY„0 1r.Y� dNwt llr s�,� wMbM ca1w,L M FWASM/SU9W5S*N DATE I 90S ZCNING DOC'S 9-15-03 ' 2 100% ZONING DOC'S 9-22-03 ' PRQIECf 91GGS mw,, TRu SITE PLAN SEK ORAMN of T -PEEK PRDW Na SN -153-01 aEn® er unO FILE Na AS NOTED A-1 _ 1 �i or DATE ,_10_03 ATTACH TO BRACED LOCATION ON TOWER GIRT.. (E) TOWER ni]"18ERS REC TIENDED MOUNTING STABILIZER ROD ANGLE 45' TO M. ALTERNATE LT5 ao' LOCATION 9oo'wCL \ CL i y y TTOWEERNG LEG 3'-4' '3'-4' 3'-4' TOP VIEW NOTE5: THIS r10UNT WILL ACCOt410DATE FOUR ANTENNAS WITH 8 So. FT. FLAT PLATE EWIVALENr AREA EACH IN WINDS OF UP TO 100 M, — 20 p' WITH 1/2' RADIAL ICE PER EIA RS -222-0. I STABILIZER ROD MAT BE INSTALLED ON EITHER SIDE OF TOWER LEG t ON EITHER VERTICAL OR HORIZONTAL PIPES. 2 3/5 OD. = PIPE (4) TA IR LEG � PROD SPACdJG AS RF9'D TO CLEAR ARTERIA IFS MOIJINT(ec' TM BRACKETS 10P MEN I ELEVATION ANTENNA MOUNTING BRACKET NOT TO SCAI E TMA MOUNTING RATE ADJUSTABLE CLAMPS W1 SCREW CLAMP. TYP. OF (2) SUPPLIED WITH LNA UNIT. TYP. PRE -FAB / -. r INSTALL PER r. SPECS. HEAD 4 CABLE BRIDGE� MOUNTING. a .r MG.• ,• WALL MOUNTING. /BRIDGE SUITORT. TMA UNIT PREAMBLEDm WITH MOLINTING PLATE PROADE MIN MOD CONCRE FOR POST // o CWRUS14ED ./ • BASE Lj FINISH GRADE NATIVE 1 r EARTH 3 r, omm U Won U0 II► ��I THREADED GROUND POST ALTERNATE DRAIN LOCATIONS 0 DRAIN PIPE FRONT MOUNTING PIPE 1-1/2-0 TO COAX CABLE ICE BRIDGE NOT TO SCALE, SIDE VI REAR VI ANTENNA DETAIL NOT TO SCALE+ 7.Br 3.55'. SIDE �/ / BACK Afip1Y x O O Irl BOTTOM TYP. TMA DETAIL NOT TO SCALE ; di SOUTH ELEVATION -.- 0 W ,p' 20 SITE ADDRESS 46 ORD RANCH R0. ' BIGGS, CA 95917 _ angular WIRELESS 3851 NORTH FREEWAY BOULEVARD SACRAMENTO, CALIFORNIA 95834 Peek Site—Com 853 mWay, Suite 106 Auburn, , Ca California 95603 Phone (530) 885-6160 E -Mail infoOpeeksitecom.com ThW sadnq mdM.. kft—U ...kJ. 1. V. W mwb rypmwty of DC9QN0L N. . d o"P Norn..tio.'d > mnfalrwA Iw.b *W -A d- tm.w.t NO FMVMM/&A*ASK* DATE KEY NOTES 1 NEW PRE -FAB EQUIP. SHELTER 2 NEW GENERATOR RECEPTACLE ON SHELTER 3 NEW 200,AMP ELECTRICAL MAIN DISCONNECT 4 E) 6- TALL CHAIN LINK FENCE 5 E) LATTICE TONER 6 NEW ELEVATED COAX CABLE BRIDGE FROM PRE -FAB EOUIPMENT SHELTER TO LATTICE TOWER 7 -NEW COAX CABLE RLN UP (E) TOWER 'SAME MFGR. AS TOWER 8 (E) ANTENNAS 9 NEW 200 AMP METER SET N -(E) METER SECTION! 10 NEW TMA UNITS TYP. (2) PER ANTENNA it NEW CINGULAR WAR FS PANEL ANTENNAS TYP. SITE ADDRESS 46 ORD RANCH R0. ' BIGGS, CA 95917 _ angular WIRELESS 3851 NORTH FREEWAY BOULEVARD SACRAMENTO, CALIFORNIA 95834 Peek Site—Com 853 mWay, Suite 106 Auburn, , Ca California 95603 Phone (530) 885-6160 E -Mail infoOpeeksitecom.com ThW sadnq mdM.. kft—U ...kJ. 1. V. W mwb rypmwty of DC9QN0L N. . d o"P Norn..tio.'d > mnfalrwA Iw.b *W -A d- tm.w.t NO FMVMM/&A*ASK* DATE I 90S ZONING CXX,S 9-15-03 2 LOOS ZONING DOC -5 9-22-03 PRpECT 9ICGS ELEVATION— DETAIL DRAW"osm DRAWN Of PROJECr NO. T -PEEK SN -153-01 CNEOM Err CAM PRE M ASS NOTED oRAwrrc NQ DATE A— 2 7-10-03 MASONRY WALLS N E S W 1 st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift.$ 6th Lift FIRE WALLS Occu anc , Area, Property) Gypsum Board 1st Layer 2nd Layer Walls Ceiling r is COMMERCIAL 525-200-119 03-3409 CINGULAR WIRELESS, 46 OLD RANCH RD, GRIDLEY Cont: CELL TOWER C/O LOCATION A JOB FINALED at a Signature i COMMERCIAL 525-200-119 03-3409 CINGULAR WIRELESS, 46 OLD RANCH RD, GRIDLEY Cont: CELL TOWER C/O LOCATION A JOB FINALED at a Signature V=OK O = Not OK - = Not Applicable COMMERCIAL =Not Reedy T Date UNO OOR (Plans) OK except It's Date FRAMING (Continued) 7-k ni -Setbacks-Easements-Flood-Slope-Soil Report 46. Hangers -Post Caps -Anchors -Connectors 2 g., Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall-Doors-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab: Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. O.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. Gas Pipe: Size -Anchors 1 . W ter Pipe; Test -Anchor -Regulator -Service Test J I ctric; Underground, Underslab W Pienums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except ft's 16' Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu. or At 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except q's 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. t4.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except N's 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. (NOTE: An entry must be made each 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs: Width -Headroom -Rise -Run -landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights-Plastic-Fire'Porf. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor -Meth. Protection 73. Plb.. Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date dard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of OccuDancv ime you visit the job site) COUNTY�OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 ER IT NO. (Rev 12/96) APPLICATION AND -PERMIT -�- ASSESSOR PARCEL NUMBER 1025-200-119 ZONING A40 BUILDING PERMIT OWNER LINGULAR WIREL TELEPHONE SO, FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 3851 NORTHCONT ESr 70 000.00 CONTRACTOR'S NAME TRITEN TOWER TELEPHONE CONTRACTORS MAILING ADDRESS 411 Harbor blvd SUITE 1 W SACRAMENTO CA 95691 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 70000 00 . ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 504.50 Plan,Checking Fee $ 327.95 BUILDING ADDRESS 46 ORD RANCH ROAD GRIDLEY Energy Plan Checking Fee $ $ PERMIT FEE $ 852,95 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CELL TOWER CO -LOCATION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2D.AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ��y/ / License Class A -t- �_ Lic. No. / 9 �(y Z � ' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWEwNG OCC OR ADDNS. ( DW:,LNG UP. c, S. SO 3.50FT; NON-RESID. H CIRCUITS MULTI -OUTLET @7.50 7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDCTURES 00 BAL @':50 Ex. Occup. ourEitrsSRESD.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 27.50 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 57- % & r,_01JQ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number /6,3650803 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith omply with those provisions. Jof X =/• Date 0__ Signature (cant - ❑ caner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or constructionof structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 879.95 HAZ. _ D. FEES IMP FL000 CDF pARCa _ Pp HD ISSU This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work Xindicadove for *fees been paid. ate PERMIT EXPIRES - V Date ReceiptNo. 39/32- WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 5�v�'i,\'ri^,7��'l�'� ..r,�T ri ••-J .� ir. - � .. ,' .. v ,..-�..;-.+ �+j .f'� .-f� � - COtJ�` =: OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 14j " ,TCounty Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: �� -' �� sin 0�' - t �' Counter Technician: Date: I' V Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and 'returned to the plan review line-up when required items are received. 0^, 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate.. ❑ 9. Site plan and business license approval from the City of Biggs...... 0 T 10.. Letter of intent for non-residential buildings ............................... ❑ 11. Detached Accessory Building Form filled out by the owner........ ❑ 12. Hazardous Material Form ...................................................... ❑ 13. Fire Sprinklers.................................................................... ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner El1'5:,Other Sent by Date Received By Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 17. Statement of Intent for Non -heated and A/C Buildings ............................................. ' ❑ 18. Sanitation and site plan approval from the Environmental Health Department in ❑ 19. City of Chico Plumbing permit........................................................................ ❑ 20. C ' orni D artro`ent f Forestry plan approval ❑ paid. Sent by: ...................... �1. PI g ap ro`v`a1TOr`�A) Use: tooOo (B)Parking: (C) Parcel Check: j1L a$ 63 S MOP 04- 02 ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 23. NPDES Form............................................................................................. ❑ 24. Encroachment Permit for driveway from the Public Works Dept ................................. 25. Pre -Inspection for required ................ 26. Contractor's license information. (Number, Name Style, Classification) ...................... }3 X27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 29. Letter of Signature authorization.................................................................... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance..................:............................................ ❑ 32. Existing violations and/or expired permits......................................................... ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.Q. 134. Other. S .tom When issued Telephone - and hold for pickup. I have been inf rme of the aboveat ms and requirements for obtaining a building permit. L� aril/ ¢/¢PVI&. Applicant: Date: //13 /0_'i 1. Index pe it application f Foe above items numbered: Plan Check Letter 2. Additio al items req�� Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner w s advised of the above to by 0 phone, ❑ mail, ❑ co t , by Date: Plans reviewed by: Date: Plans approved by: Date: 2 0 Structural reviewed by: Date: Structural approved by. Date: Note transfer by: Date: �? Yellow: Building Division ti • TITLE/PROJECT NAME Fibrebor)d 10'-0" x 16'-0" Shelter D-689 SECTION Design Criteria DATE JOB # 10/22/03 3310.06 ENGR PAGE SK C DC1 ZFA STRUCTURAL ENGINEERS STRUCTURAL CALCULATION INDEX ���0 OFESS! NSF J HN ANDER D yam+ cc 4L * , xp. 12/31/06 * , STRUCTURAL: 9jFOF CA0 DATE:�0bW. Q$ ITEM PAGE Design Criteria DC1-DC2 Roof Design R1 Floor Design F1 Wall Design W1 -W2 Building Lateral L1 2. Type of Construction: Light Weight Concrete Ribbed Roof, Light Weight Concrete Ribbed Walls, and Light Weight Concrete Solid Floor 3. Design Live Loads: STRUCTURAL DESIGN CRITERIA: 1. Design Code: 1997 UBC and 2001 CBC 2. Type of Construction: Light Weight Concrete Ribbed Roof, Light Weight Concrete Ribbed Walls, and Light Weight Concrete Solid Floor 3. Design Live Loads: a. Roof 100 psf b. Floor 180 psf 4. Foundation: FOUNDATION DESIGN BY OTHERS 5 Lateral Loads: a. Wind 100 mph Exposure C ✓ b. Seismic df Zone 4 X403-3 ItUTTE o TY BUILDING DIVISION APPROVED DC1-Design Criteria TITLE/PROJECT NAME Fibrebond 10'-0" x 16-0" Shelter D-6895 SECTION Design Loads ROOF LOADS(psfl DATE 10/22/03 ENGR SKC JOB # 3310.06 PAGE DC2 FLOOR LOADS (psfl Deckinq Ribs l' LateraV Roofing 1.5 1.5 ' r . ' 1'r5 2 1/2" light wt. Conc. Slab 25.0 25.0 .+ ,25:0 6" X 4" light wt. Conc. ribs at 24" o.c. 1.5 10.0 . -_ _ _' X40:0. Foam 1.0 '.1`0. 1/2" Sheetrock + 3/8" FRP 63.0 3.7 ;>t _ 3:7 Mechanical & Electrical 180.01 1.0__. _ _, 1'_0' Misc. 1.5 1.8 f' 9" x 4" light wt. Conc. Edge Beam _ -50 Dead Load 28.011 44.0 t ' =49:0 Live Load 100.01 100.'07__1:"i :0.0 Total Load 128.01 144.0 F-" 1-7 4T01 FLOOR LOADS (psfl EXTERIOR WALL WEIGHTS (psfl Slab I 'Tateral -- Flooring 15`'. " 1v5 6" light wt. Conc. Slab 60.0 = - 60:0 Misc. 1.5 T _�-.-..._1.5 Foam 0.5 :":.;. ',0.5 Dead Load 63.0 V- 63:0 Live Load 180.01 ll° ` " 00. Total Load 243.0 I'"4 -".6310: EXTERIOR WALL WEIGHTS (psfl zIIIIIIIIIIIII11W, ZFA STRUCTURAL ENGINEERS DC2-Design Loads Decking Ribs (� Laterals_;; 2 1/2" Light Wt. Conc. Skin 25.0 25.0' ` '25:0- 6" X 1 1/2" Light Wt. Conc. Ribs at 48" o.c. 1.9�`;"1`:9. 1/2" Sheetrock + 3/8" FRP 3.7•'``.': ;'"3:7 Foam 0.5 :":.;. ',0.5 Misc. 1.0 1.9_.� Dead Load 26.0 33.0 : :" 133t0 zIIIIIIIIIIIII11W, ZFA STRUCTURAL ENGINEERS DC2-Design Loads NAME DATE JOB # FibrebTITLE/PROJECT • Fibrebond •10'-0" x 16'-0" Shelter D-6895 F 10/22/03 3310.06 SECTION ENGR PAGE Roof Design F SKC R1 ZFA STRUCTURAL ENGINEERS ROOF DESIGN: Design Live Load = 100 psf Shelter Width = 10.00 ft. As - Fv Fc = 5,000 psi PMIN• = 0.0033 a= .85' F'c - b Fy = 60,000 psi PBAL = 0.0335 MULT. ALLOW. ' As Fv ( d - a/2) _ 0.9 PMAX. = 0.0252 (i = 0.80 2" Slab Design: LMAx = 24 . t = 4.00 ft. ONE END CONTINUOUS L = 2.0 ft. b = 12 in. t= . 2.0 in. d = 0.876 in. DL = 28 x 1.4 = 39.2 PSF LL = 100.0 x 1.7 = 170.0 PSF TL = 128 209.2 PSF B = 1.0 ft. WULT = 209 PLF MULL = WULT ' L2/ 9 = 0.093 ft. kips ONE END CONTINUOUS With 6x6 - D5xD5 WWF at mid -depth As = 0.10 in2 P= 0.0095 OKAY a = 0.118 in. MULT. ALLOW. = 0.368 ft. kips > 0.093 OKAY Use 2" Slab with 6x6 - D5xD5 WWF 3/4" Clear each face Rib Design: L = 9.67 ft. bw = 6.0 in. tmidspan = 7.0 in. tedge = 6.0 In. DL= 44.0 x 1.4 = 61.6 PSF Lo, -.t m = 2.0 In. LL = 100.0 x 1.7 = 170.0. PSF hedge beam = 9.0 In. TL = 144.0 231.6 PSF B = 2.0 ft.. WULT = 463 PLF Mid Span MULT. _ WULT. ' L2 / 8 5.41 ft. kips SIMPLE SPAN 3/8 Span ' MULT. = WULT L2 / 9 5.07 ft. kips 1/4 Span MULT. = wuLT ' L2 / 10 4.06 ft. kips With #6 Bottom As= 0.44 in2 a= 0.2588 b= 24 in. C= 0.3235 c < flange thickness d trial = 5.102 in. Midspan: 3/8 Span: 1/4 Span: Face of edge beam + distance V: Rectangular Beam analysis: 1.2083. 2.4167 3.9915 d eff. = 5.875 in. d eff. = 5.641 in. d eff. = 5.407 in. d eff. = 5.102 in. Asf = 2.550 Asf = 2.550 Asf = 2.550 Asf = 2.550 Pf = 0.0723 pf = 0.0753 pf = 0.0786 pf = 0.0833 0.75 Pb = 0.0199 0.75 Pb = 0.0204 0.75 Pb = 0.0210 0.75 Pb = 0.0219 a = 0.2588 a = 0.2588 a = 0.2588 a = 0.2588 p = .0.0031 OKAY p = 0.0032 OKAY P = 0.0034 OKAY p = 0.0036 OKAY Pw = 0.0125 OKAY Pw = 0.0130 OKAY pw = 0.0136 OKAY Pw = , 0.0144 OKAY MU ALLOW. = . 11.38 ft. kips Mu ALLOW. = 10.91 ft. kips MU ALLOW. = 10.45 ft. kips MU ALLOW. = 9.85 ft. kips MULT. = 5.41 ft. kips MULT. = 5.07 ft. kips MULT, = 4.06 ft. kis MULT- uLT. = 1.72 ft. kips OKAY OKAY OKAY OKAY Shear analysis: Equation (11-5) �Vc = 3.32 kips �Vc = 3.24 kips I$,Vc = 3.18 kips OVC = 3.35 kips VOLT. = 0.00 kips VuLT. = 0.56 kips VuLT. = 1.12 kis P V ULT. = 1.85 kips OKAY OKAY OKAY OKAY Use 6" Wide x 6" to 7" Deep Ribs @ 24" O.C. with #6 Bottom R1 -Typical Roof F1 -Typical Floor TITLE/PROJECT NAME DATE JOB # Fibrebond'10'-0" x 16'-0" Shelter D-6 F 10/22/03 3310.06 SECTION ENGR PAGE Floor Design SKC F1 ZFA - STRUCTURAL ENGINEERS - FLOOR DESIGN: Design Live Load = 180 psf Shelter Width = 10.00 ft. a R As Fv F'c = 5,000 psi PMIN. = 0.0033 = .85 R F'c R b Fy = 60,000 psi PEAL. = 0.0335 MULT. ALLOW. — R As Fv d - a/2) = 0.9 PMAX = 0.0252 a = 0.80 6" Slab Design: L = 10.0 ft. b = 12 in. t = 6.0 in. d = 4.5 in. DL= 63.0 x 1.4 = 88.2 PSF LL= 180.0 x 1.7 = 306.0 PSF TL = 243.0 394.2 PSF B = 1.0 ft.. WULT = 394 PLF MULT. — WULT R L2 / 8 = 4.928 ft. kips With #6 bars @ 6" o.c. Ea. Way Bottom As = 0.88 in 2 P = 0.0164 OKAY a =. 1.040 in. MULT. ALLOW. — 15.832 ft. kips > 4.928 OKAY Use 6" Solid Slab with #6 @ 6" o.c. Ea. Way 3/4" Clear From Bottom F1 -Typical Floor ;f Design Load ( psf Exp. C Exp. D TITLE/PROJECT NAME DATE JOB # Fibrebond 10'-0" x 16-0" Shelter D-689 10/22/03 3310.06 �� SECTION ENGR PAGE Wall Loads SKC W1 ZFA 36.8 STRUCTURAL ENGINEERS LATERAL LOADS TO WALL ELEMENTS: 45.4 Design Wind Pressure on Elements 41.9 Ce = 1.06 @ Exposure "C" Height, Exposure, Gust Factor . 1.39 @ Exposure "D" Height, Exposure, Gust Factor Cq = 1.11 Pressure Coefficient for Wall Elements NOTE: Cq has been reduced for 36 SF area Cq = 1.3 for buildings ( see page L1 ) MPH Basic Wind Speed qs = .00256 (MPH)" Wind Stagnation Pressure I = 1.15 Importance Factor p = CeCggsl = Design Load Wind Loads for Elements Wind Speed Design Load ( psf Exp. C Exp. D 70 17.0 22.3 80 22.2 29.1 90 28.1 36.8 100 34.6 45.4 110 41.9 55.0 120 49.9 65.4 W1-Lat Loads to Walls Seismic Loads on Element Seismic Zone 4 ap = 1.0 RP = 3.0 Near Source Factor (Na) 1.5 Ca = 0.66 with SD Soil Profile Occupancy Importance Factor Ip = 1.5 h, = Element height hr = Roof Height h, = 9.0 ft hr = 9.0 ft Fp = (apCalp/ Rp)(1+3 h)hr) * Wp = 1.32 Wp Strength Design Fp max = 4.0 (Ca I p Wp) = 3.96 Wp Strength Design Fp min = 0.7 (Ca I p Wp) = 0.69 Wp Strength Design Fp ws ' Fp Sstrength Sesign / 1,4 = 0.94 Wp Working Stress wseismic working stress = Fp WS * W p = 31.1 psf Working Stress Wind Loads Control W1-Lat Loads to Walls TITLE/PROJECT NAME 34.6 x 1.3 = 45.0 DATE B = 1.0 JOB # PLF Fibrebond.10'-0" x 16'-0" Shelter D-6895 10/22/03 ft. kips ONE END CONTINUOUS 3310.06 SECTION 2 in P =0.0095 ENGR MULT. ALLOW. - PAGE 0.080 OKAY Wall Design Use 2.5" Slab with 6x6 - D5xD5 WWF SKC 3/4" Clear each face minumum r W2 ZFA . b = 6.0 in. t = 4.0 in. d = 3.12 in. Wind Load = 'STRUCTURAL ENGINEERS WALL DESIGN: Wind Load = 34.6 psf . MULT. - WULT * L2 / 8 = 1.82 ft. kips SIMPLE SPAN Wall Height = 9.00 ft. 2 in P =0.0107 OKAY a = 0.471 in. a = As " Fy Fc = 5,000 psi PMw. = 0.0033 with #6 I.F. & 6x6 - D5xD5 WWF O.F. .85 ` FC * b Fy = 60,000 psi PEAL. = .0.0335 MULT. ALLOW. - ` As ` Fy ( d - a/2) = 0.9 PMAx = 0.0252 (� = 0.80 2 1/2" Slab Design: LMAx = 24 t = 5.00 ft. ONE END CONTINUOUS L = 4.0 ft. b = 12 in. t = 2.5' in. d= 0.876 in. Wind Load = 34.6 x 1.3 = 45.0 PSF B = 1.0 ft. WULT = 45 PLF MULT. - WULT ' L2 / 9 = 0.0801 ft. kips ONE END CONTINUOUS With 6x6 - D5xD5 WWF at mid -depth As = 0.10 2 in P =0.0095 OKAY a = 0.118 in. MULT. ALLOW. - 0.368 ft. kips > 0.080 OKAY Use 2.5" Slab with 6x6 - D5xD5 WWF 3/4" Clear each face minumum Rib Design: L = 9.00 ft. b = 6.0 in. t = 4.0 in. d = 3.12 in. Wind Load = 34.6 x 1.3 = 45.0 PSF B = 4:0 ft. WULT = 180 PLF MULT. - WULT * L2 / 8 = 1.82 ft. kips SIMPLE SPAN #6 1. F. & 6x6 - D5xD5 WWF O.F. As = 0.20 2 in P =0.0107 OKAY a = 0.471 in. MULT. ALLOW. - 2.60 ft. kips > 1.82 OKAY Use 6" Wide x 4"Deep Ribs @ 48" o.c. with #6 I.F. & 6x6 - D5xD5 WWF O.F. W2- Wall Design TITLE/PROJECT NAME DATE Fibrebond 10'-0" x 16'-0" Shelter D-6895 10/22/03 SECTION ENGR Overturning F SKC Design Wind Pressure JOB # r 3310.06 PAGE L1 ZFA STRUCTURAL ENGINEERS Basic Wind Speed 100 mph Wind Stagnation Pressure: Exposure C 70 mph 75 mph 80 mph 90 mph 100mph Importance Factor r1.15 - 12.6 14.5 16.4 20.8 25.6 Pressure Coefficient 1.3 Height . Ce P 0 to 15 ft. 1.06 40.6 psf Seismic Loads Combined Height, Exposure & Gust Factor: B C D 0.62 1.06 1.39 Seismic Zone 4 ' Near Source Factor (Na) 1.5 Ca = 0.66 with SD Soil Profile Occupancy Importance Factor Ip = 1.5 Concrete shear wall R= 4.50 V=(3.0 x CJR) x W= 0.440 W VWS= V/1.4 0.314 W Building Weights Width Thick Length Weight psf Roof A0.33 0.58 16.33 49.0 = 8 270 Wr Floor 10.00 0.50 16.00 63.0 = 10 080 Wf Height = Long Wall 9.00 0.33 15.33 33.0 = .4551 WI1 Long Wall 9.00 0.33 15.33 33.0 = 4 551 Short Wall 9.00 0.33 10.00 33.0 = 2 968 WI2 Short Wall 9.00 0.33 10.00 .,33.0 = 2 968 Total 33387# Long Direction bldg Overturning h = roof + floor + wall height = 10.08 OTM wind = P*w*h2/2 = 20624 OTM seis =. VWJ(Wr*h)+(2*WI1+2*WI2)/2+(Wf .25)] *RM= 49871 Controls 49871 / 0.90 (Wr+2*WI1)*L/2+WI2*.17+WI2*L 172557 'No Uplift Short Long Direction bldg Overturning OTM wind = P*L*h2/2 = OTM seis = V.[(Wr*h)+(2*Wll+2*WI2)/2+(Wf*.25)] 0.90 *RM= (Wr+2*WI2)*w/2+WI1*.t/2+WI1*w 32998 49871 Controls 49871/ 104880 No Uplift LI -Overturning BUTTE COUNTY DEC 18 2aw ` DEVELOPMENT SERVICES - r - AMERICAN Structural Analysis Report Structure : Existing 180 ft Andrew 3ST Tower Site Name : Hwy 99 -Gridley, CA ATC Site Number : 8361 Proposed Carrier Cingular Carrier Site Name Biggs Carrier Site Number : SN -153-02 03-3407 County Butte SUITE COUNTY BUILDING DIVISION Eng. Number : 73117218 PROVED Date September 22, 2003 ATC IVG1N=_RING S E R V I C E 5`" 11312 South Pipeline Road Euless, Texas 76040 Phone: (817) 355-4100 Fax: (817) 858-0398 /"—/LeE7 Eng. Number 73ll72l8 September 22, 2003 ' ` ~~ . . � . � Table of Contents "muvuucuvu--..'----------------------------' Analysis---------------------------------.. -- � ' AntennaLoads ......................................................................................... . Results —^-------------------------------' Conclusion................................................................................................ ��. Standard Conditions ................................................................................. Calculations ........................ _----------.------------ ` � � . ^ � ' . ` . ~~ , � ` Eng. Number 73ll72l8 September 22, 2003 Eng. Number 73117218 September 22, 2003 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the existing 180 ft Andrew 3ST tower located at Hwy 99 -Gridley, CA, Butte County (ATC site #8361). The tower was originally designed and manufactured by Andrew, (Drawing # SI -99216 dated September 13, 1999). Analysis The existing tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undamaged, and non -corroded condition. A 5% overstress is allowed in the existing structural members to account for program variances. Basic wind speed: 75.0 mph Radial Ice: 0.50" w/ reduced wind Code: EIA/TIA-222-F Antenna Loads The following antenna loads were used in the tower analysis. Existinjz Antennas Elev. vQty Antennas Mount Coax Carrier 180.0 6 RV90-17-OODP 3 Sector Mounts 6 1 5/8 Ubi uitel Proposed Antennas Elev. Qty Antennas Mount Coax Carrier v 162.0 12 KRY 112 37/1 TTA's (3) Sector Mounts Cin lar 162.0 12 RR65-18-OODP 12 1 5/8 Cin ular All transmission lines shall be distributed over 2 tower faces, with no more than (12) lines exposed to the wind on any one face. i U Eng. Number 73117218 September 22, 2003 Page 2 Results The existing tower is structurally capable of supporting the existing and proposed antennas. ✓ The maximum structure usage is: 54.0% Leg Le Forces Original Design Reactions Current Analysis Reactions o �o Of Design Uplift s 242.40 148.02 61.1 Axial s) 299.10 184.51 61.7 Shear (kips) 29.30 18.46 63.0 The foundation has been investigated using the supplied documents and soils report and was found adequate. Conclusion Based on the analysi results, the existing stricture meets the requirements per the ELVIIA-222-F standards for 75 mph with 1/2" radial ice. If you have any questions or require additional information, please call at (817) 355-4100. 0 Q�pFE C /0� � pQ\PN M �� ql � 5707 � d M (P CNl\- ��\P F OF CAS\�� ' Standard Conditions ' All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: ' -- Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. ' -- Information from fields and/or drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. ' 'It is the responsibility of the client to ensure that the informationrovided to ATC EngineeringServices P and used in the performance of our engineering services is correct and complete. In the absence of ' information to the contrary, we assume hat all structures were constructed in accordance with the drawings and specifications and are in an un -corroded condition and have not deteriorated; and we, therefore, assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any ' other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum %alues recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed ' in accordance with the latest relevant revision of ANSI/EIA-222. All services are performed, results obtained, and recommendations made in accordance with generally ' accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. 1 �r rr ■r r rr r r r rr rr it r r rr -ri rr r rr -r 180.00 Section Leg Members 1 PLA 50ksi 16 X 518" Sect 9 160.00 PLA 50ks1 15 X 1/2" DAL 36ksi 2.5X2XO.1875 Sect 8 -140.00 14 X 1/2" DAE 36ksi 2X2XO.1875 4 Sect 7 120.00 DAE 36ksi 1.75X1.75X.125 5 PLA 50ksl Sect 6 100.00 6 TPL 50ksi 10.1/2 X 318" Sect 5 80.00 TPL 50ksi 9 X 3/8 1 5/8" Coax Sect 4 60.00 8 X 5/16" 9 Sect 3 40.00 Sect 2 20.00 Sect 1 Uplift 148.02 k Vert 184.50 k Horiz 18.46 k SEMIAAN ENGINEERING SOLUTIONS 1047 N.204th Avenue Elkhorn, NE 68022 Copyright Semaan Engineering Solutions, Inc Wind: 75 mph no Ice 65 mph w/ 1/2" radial Ice Job Information Tower: 8361 Location : Hwy 99 -Gridley, CA Manufact: Andrew Shape : Triangle Base Width : 20.57 ft Client: ATC Engineering Services Top Width : 4.83 ft Elev Section Leg Members 1 PLA 50ksi 16 X 518" City Description (ft) (deg) 2 PLA 50ks1 15 X 1/2" DAL 36ksi 2.5X2XO.1875 3 PLA 50k91 14 X 1/2" DAE 36ksi 2X2XO.1875 4 PLA 50ksi 12 X 1/2" DAE 36ksi 1.75X1.75X.125 5 PLA 50ksl 10 X 1/2" 6 TPL 50ksi 10.1/2 X 318" DAE 36ksi 2X2XO.1875 7 TPL 50ksi 9 X 3/8 1 5/8" Coax 8 PLA 50ksl 8 X 5/16" 9 TPL 50ksi 8 X 1/4" Elev Dist) Rot tions Properties City Description (ft) (deg) Diagonal Members Horizontal Members DAS 36ksi 2.5X2XO.1875 DAL 36ksi 2.5X2XO.1875 DAE 36ksi 2.5X2.5XO.1875 DAL 36ksi 2.5X2XO.1875 DAE 36ksi 2X2XO.1875 DAE 36ksi 2X2XO.1875 DAE 36ksi 2X2XO.1875 DAE 36ksi 2X2XO.125 DAE 36ksi 2X2XO.1875 DAE 36ksi 1.75X1.75X.125 DAE 36ksi 2X2XO.1875 DAE 36ksi 1.75X1.75X.125 DAE 36ksi 2X2XO.125 SAE 36ksi 2.5X2.5X0.1875 Description SAE 36ksi 2X2XO.1875 DAE 36ksi 2X2XO.1875 Discrete Anaurtenance Elev Dist) Rot (ft) Type City Description (ft) (deg) 180.00 Lightning Rod 1 LIGHT ROD 180.00 Mounting Frame 3 Sector Mounts 180.00 Panel 6 RV90-17.00DP 162.00 Panel 12 KRY 112 37/1 TTA's 162.00 Panel 12 RR65-18-00DP 162.00 Mounting Frame 3 Sector Mounts Linear Appurtenance Elev (ft) From To Qty Description 0.000 180.00 2 Wave Guide 0.000 180.00 1 Climbing Ladder, Int 0.000 180.00 6 1 5/8" Coax 0.000 162.00 12 1 5/8" Coax SEMAAN ENGINEERING SOLUTIONS 1047 N.2041h Avenue Elkhorn, NE 68022 Phone: 402-289-1888 Fax: 402-333-8577 Site Number: 8361 Location: Hwy 99 -Gridley, CA Gh : 1.12 Section Forces LoadCase Normal No Ice 75.00 mph Wind Normal To Face with No Ice Copyright Semaan Engineering Solutions, Inc Y 9/29/2003 5:15:52 PM X Allow Stress Inc: 1.333 75.00 mph Wind at 60 deg From Face with No Ice Allow Stress Inc: 1.333 2.01 0.80 1.00 0.66 36.58 5.00 0.00 Dead LF: 1.000 1,892.72 257.83 2,150.55 1 Dead LF: 1.000 1.000 0.00 0.47 1.94 0.80 1.00 0.68 51.77 5.00 Total Total Ice Ice 248.77 2,744.62 Wind Wind LF: 1.000 Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area • Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Total Total Ice 0.35 2.16 0.80 1.00 0.63 55.54 5.00 Ice 2,711.8 0.0 2,731.88 227.67 2,959.55 2 Wind Flat Round Round 0.31 2.27 0.80 1.00 0.62 Eff Linear Linear Total 0.0 Struct Linear Total 2 Sect Height Area Area Area Sol 2.32 0.80 1.00 0.61 Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) Face 9 170.0 23.00 29.28 19.80 0.00 0.43 2.01 1.00 1.00 0.66 42.43 5.00 0.00 1,455.1 0.0 2,195.71 257.83 2,453.54 1 8 150.0 22.19 30.86 39.60 0.00 0.47 1.94 1.00 1.00 0.68 57.94 5.00 0.00 1,816.5 0.0 2,793.37 248.77 3,042.14 2 7 130.0 21.31 31.39 39.60 0.00 0.39 2.09 1.00 1.00 0.65 56.96 5.00 0.00 2,123.7 0.0 2,847.01 238.80 3,085.81 2 6 110.0 20.31 38.03 39.60 0.00 0.35 2.16 1.00 1.00 0.63 63.14 5.00 0.00 2,711.8 0.0 3,106.02 227.67 3,333.69 2 5 90.00 19.18 38.81 39.60 0.00 0.31 2.27 1.00 1.00 0.62 63.34 5.00 0.00 3,040.5 0.0 3,086.51 214.99 3,301.50 2 4 70.00 17.85 43.94 39.60 0.00 0.29 2.32 1.00 1.00 0.61 68.22 5.00 0.00 3,387.1 0.0 3,165.55 200.09 3,365.64 2 3 50.00 16.22 49.07 39.60 0.00 0.27 2.37 1.00 1.00 0.61 73.15 5.00 0.00 3,940.0 0.0 3,149.56 181.75 3,331.31 2 2 30.00 14.40 56.65 39.60 0.00 0.27 2.38 1.00 1.00 0.61 80.67 5.00 0.00 4,511.1 0.0 3,104.74 161.41 3,266.14 2 1 10.00 14.40 61.18 39.60 0.00 0.26 2.42 1.00 1.00 0.60 85.08 5.00 0.00 5,115.1 0.0 3,321.64 161.41 3,483.04 2 28,100.9 0.0 28,662.81 LoadCase 60 deo No Ice 29.28 75.00 mph Wind at 60 deg From Face with No Ice Allow Stress Inc: 1.333 2.01 0.80 1.00 0.66 36.58 5.00 0.00 Dead LF: 1.000 1,892.72 257.83 2,150.55 1 8 150.0 22.19 Wind LF: 1.000 0.00 0.47 1.94 0.80 1.00 0.68 51.77 5.00 Total Total Ice Ice 248.77 2,744.62 Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area • Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) Face 9 170.0 23.00 29.28 19.80 0.00 0.43 2.01 0.80 1.00 0.66 36.58 5.00 0.00 1,455.1 0.0 1,892.72 257.83 2,150.55 1 8 150.0 22.19 30.86 39.60 0.00 0.47 1.94 0.80 1.00 0.68 51.77 5.00 0.00 1,816.5 0.0 2,495.85 248.77 2,744.62 2 7 130.0 21.31 31.39 39.60 0.00 0.39 2.09 0.80 1.00 0.65 50.69 5.00 0.00 2,123.7 0.0 2,533.27 238.80 2,772.07 2 6 110.0 20.31 38.03 39.60 0.00 0.35 2.16 0.80 1.00 0.63 55.54 5.00 0.00 2,711.8 0.0 2,731.88 227.67 2,959.55 2 5 90.00 19.18 38.81 39.60 0.00 0.31 2.27 0.80 1.00 0.62 55.58 5.00 0.00 3,040.5 0.0 2,708.25 214.99 2,923.24 2 4 70.00 17.85 43.94 39.60 0.00 0.29 2.32 0.80 1.00 0.61 59.44 5.00 0.00 3,387.1 0.0 2,757.83 200.09 2,957.92 2 3 50.00 16.22 49.07 39.60 0.00 0.27 2.37'0.80 1.00 0.61 63.34 5.00 0.00 3,940.0 0.0 2,727.02 181.75 2,908.77 2 2 30.00 14.40 56.65 39.60 0.00 0.27 2.38 0.80 1.00 0.61 69.34 5.00 0.00 4,511.1 0.0 2,668.70 161.41 2,830.11 2 1 10.00 14.40 61.18 39.60 0.00 0.26 2.42 0.80 1.00 0.60 72.84 5.00 0.00 5,115.1 0.0 2,843.92 161.41 3,005.32 2 28,100.9 0.0 25,252.16 LoadCase 90 deg No Ice 75.00 mph Wind at 90 deg From Face with No Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Page 1 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) Face 9 170.0 23.00 29.28 19.80 0.00 0.43 2.01 0.85 1.00 0.66 38.D4 5.00 0.00 1,455.1 0.0 1,968.47 257.83 2,226.30 1 8 150.0 22.19 30.86 39.60 0.00 0.47 1.94 0.85 1.00 0.68 53.31 5.00 0.00 1,816.5 0.0 2,570.23 248.77 2,819.00 2 7 130.0 21.31 31.39 39.60 0.00 0.39 2.09 0.85 1.00 0.65 52.26 5.00 0.00 2,123.7 0.0 2,611.71 238.80 2,850.51 2 Page 1 ' Copyright Semaan Engineering Solutions, SEMAAN ENGINEERING SOLUTIONS Inc 1047 N.204m Avenue Site Number: 8361 Y 9129/2003 5:15:52 PM E111om, NE 68022 Location: , Hwy 99-Gridley, CA Phone: 402-289-1888 Fax: 402-333-8577 X Gh : 1.11 Section Forces ' 6 110.0 20.31 38.03 39.60 0.00 0.35 2.16 0.85 1.00 0.63 57.44 5.00 0.00 2,711.8 0.0 2,825.42 227.67 3,053.09 2 5 90.00 19.18 38.81 39.60 0.00 0.31 2.27 0.85 1.00 0.62 57.52 5.00 0.00 3,040.5 0.0 2,802.82 214.99 3,017.80 2 4 70.00 17.85 43.94 39.60 0.00 0.29 2.32 0.85 1.00 0.61 61.63 5.00 0.00 3,387.1 0.0 2,859.76 200.09 3,059.85 2 3 50.00 16.22 49.07 39.60 0.00 0.27 2.37 0.85 1.00 0.61 65.79 5.00 0.00 3,940.0 0.0 2,832.66 181.75 3,014.41 2 2 30.00 14.40 56.65 39.60 0.00 0.27 2.38 0.85 1.00 0.61 71.17 5.00 0.00 4,511.1 0.0 2,777.71 161.41 2,939.12 2 ' 1 10.00:14.40 61.18 39.60 0.00 0.26 2.42 0.85 1.00 0.60 75.90 5.00 0.00 5,115.1 0.0 2,963.35 161.41 3,124.75 2 28,100.9 0.0 26,104.82 LoadCase Normal Ice 64.95 mph Wind Normal To Face with Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff ' Seq (ft) q (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (Ib) (lb) Face 9 170.0 17.25 29.28 40.27 20.47 0.61 1.80 1.00 1.00 0.76 59.87 5.00 1.67 2,291.9 836.8 2,081.59 232.03 2,313.62 1 8 150.0 16.64 30.86 69.61 30.01 0.67 1.78 1.00 1.00 0.80 86.67 5.00 1.67 3,007.5 1,191.0 2,872.75 223.88 3,096.62 2 7 130.0 15.98 31.39 70.29 30.69 0.55 1.841.00 1.00 0.73 82.39 5.00 1.67 3,486.5 1,362.8 2,716.74 214.91 2,931.65 2 6 110.0 15.23 38.03 70.19 30.59 0.49 1.91 1.00 1.00 0.69 86.80 5.00 1.67 4,276.1 1,564.3 2,826.40 204.89 3,031.30 2 ' 5 90.00 14.38 38.81 70.61 31.01 0.43 2.00 1.00 1.00 0.67 85.86 5.00 1.67 4,680.7 1,640.2 2,768.59 193.48 2,962.07 2 4 70.00 13.39 43.94 71.06 31.46 0.40 2.06 1.00 1.00 0.65 90.28 5.00 1.67 5,128.7 1,741.6 2,792.72 180.07 2,972.79 2 3 50.00 12.16 49.07 71.57 31.97 0.37 2.12 1.00 1.00 0.64 94.92 5.00 1.67 5,770.3 1,830.2 2,745.26 163.57 2,908.83 2 2 30.00 10.80 1 10.00 10.80 56.65 61.18 72.05 72.54 32.45 32.94 0.36 0.34 2.15 1.00 1.00 0.64 2.20 1.00 1.00 0.63 102.44 106.80 5.00 5.00 1.67 1.67 6,596.1 7,285.7 2,085.1 2,170.6 2,668.70 2,837.76 145.26 2,813.95 145.26 2,983.02 2 2 42,523.6 14,422.6 26,013.85 ' CoadCase •60 deg Ice 64.95 mph Wind at 60 deg From Face with Ice Allow Stress Inc: 1.333 Dead LF: 1.000 Wind LF: 1.000 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) q (sqft) (sqft) (sqft) Ratio Cf Df Dr R (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (Ib) (lb) Face 9 170.0 17.25 29.28 40.27 20.47 0.61 1.80 0.80 1.00 0.76 54.01 5.00 1.67 2,291.9 836.8 1,878.00 232.03 2,110.03 1 8 150.0 16.64 30.86 69.61 30.01 0.67 1.78 0.80 1.00 0.80 80.49 5.00 1.67 3,007.5 1,191.0 2,668.18 223.88 2,892.06 2 7 130.0 15.98 31.39 70.29 30.69 0.55 1.84 0.80 1.00 0.73 76.12 5.00 1.67 3,486.5 1,362.8 2,509.76 214.91 2,724.67 2 6 110.0 15.23 38.03 70.19 30.59 0.49 1.91 0.80 1.00 0.69 79.19 5.00 1.67 4,276.1 1,564.3 2,578.72 204.89 2,783.61 2 ' 5 90.00 14.38 38.81 70.61 31.01 0.43 2.00 0.80 1.00 0.67 78.09 5.00 1.67 4,680.7 1,640.2 2,518.27 193.48 2,711.75 2 4 70.00 13.39 43.94. 71.06 31.46 0.40 2.06 0.80 1.00 0.65 81.49 5.00 1.67 5,128.7 1,741.6 2,520.89 180.07 2,700.96 2 3 50.00 12.16 49.07 71.57 31.97 0.37 2.12 0.80 1.00 0.64 85.10 5.00 1.67 5,770.3 1,830.2 2,461.42 163.57 2,624.99 2 ' 2 30.00 10.80 1 10.00 10.80 56.65 61.18 72.05 72.54 32.45 32.94 0.36 0.34 2.15 0.80 1.00 0.64 2.20 0.80 1.00 0.63 91.11 94.57 5.00 5.00 1.67 1.67 6,596.1 7,285.7 2,085.1 2,170.6 2,373.54 2,512.65 145.26 2,518.80 145.26 2,657.90 2 2 42,523.6 14,422.6 23,724.77 Page 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SEMAAN ENGINEERING SOLUTIONS 1047 N.204th Avenue Elk hom, NE 68022 Phone: 402-289-1888 Fax: 402-333-8577 Gh : 1.12 I Site Number: 8361 Location: Hwy 99•Gridley, CA Section Forces Copyright Semaan Engineering Solutions, Inc Y 9/29/2003 5:15:52 PM X LoadCase 90 dect Ice 29.28 40.27 64.95 mph Wind at 90 deg From Face with Ice Allow Stress Inc: 1.333 1.80 0.85 1.00 0.76 55.48 5.00 Dead LF: 1.000 2,291.9 836.8 1,928.90 Wind LF: 1.000 8 150.0 16.64 30.86 69.61 Total Total Ice Ice Wind Flat Round Round Eff Linear Linear Total Struct Linear Total Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) (lb) Ice (lb) (lb) (lb) (lb) Face 9 170.0 17.25 29.28 40.27 20.47 0.61 1.80 0.85 1.00 0.76 55.48 5.00 1.67 2,291.9 836.8 1,928.90 232.03 2,160.93 1 8 150.0 16.64 30.86 69.61 30.01 0.67 1.78 0.85 1.00 0.80 82.04 5.00 1.67 3,007.5 1,191.0 2,719.32 223.88 2,943.20 2 7 130.0 15.98 31.39 70.29 30.69 0.55 1.84 0.85 1.00 0.73 77.69 5.00 1.67 3,486.5 1,362.8 2,561.51 214.91 2,776.42 2 6 110.0 15.23 38.03 70.19 30.59 0.49 1.91 0.85 1.00 0.69 81.09 5.00 1.67 4,276.1 1,564.3 2,640.64 204.89 2,845.53 2 5 90.00 14.38 38.81 70.61 31.01 0.43 2.00 0.85 1.00 0.67 80.03 5.00 1.67 4,680.7 1,640.2 2,580.85 193.48 2,774.33 2 4 70.00 13.39 43.94 71.06 31.46 0.40 2.06 0.85 1.00 0.65 83.69 5.00 1.67 5,128.7 1,741.6 2,588.84 180.07 2,768.92 2 3 50.00 12.16 49.07 71.57 31.97 0.37 2.12 0.85 1.00 0.64 87.56 5.00 1.67 5,770.3 1,830.2 2,532.38 163.57 2,695.95 2 2 30.00 10.80 56.65 72.05 32.45 0.36 2.15 0.85 1.00 0.64 93.94 5.00 1.67 6,596.1 2,085.1 2,447.33 145.26 2,592.59 2 1 10.00 10.80 61.18 72.54 32.94 0.34 2.20 0.85 1.00 0.63 97.63 5.00 1.67 7,285.7 2,170.6 2,593.93 145.26 2,739.18 2 42,523.6 14,422.6 24,297.04 Page 3 Page 4 Copyright SemaanEngineering Solutions, SEMAAN ENGINEERING SOLUTIONS Inc 1047 N.204h Avenue Site Number: 8361 Y 9/29/2003 5:15:52 PM Elkhom, NE 68022 Location: Hwy 99 -Gridley, CA ' Phone: 402-289-1888 Fax: 402-333-8577 X Tower Loading Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight CaAa CaAa Weight CaAa CaAa From Face X Angle Ecc (ft) Description Qty (lb) (sf) Factor (lb) (so Factor (ft) (deg) (ft) 180.0 LIGHT ROD 1 75.00 1.000 1.00 100.00 2.000 1.00 0.000 0.00 3.000 180.0 Sector Mounts 3 353.00 15.000 0.67 500.00 20.600 0.67 0.000 0.00 0.000 180.0 RV90-17-OODP 6 18.00 4.500 0.67 40.00 5.000 0.67 0.000 0.00 0.000 ' 162.0 KRY 112 37/1 TTA's 162.0 RR65-18-OODP 12 12 13.20 0.690 0.67 18.25 18.00 4.356 0.67 41.00 0.870 5.000 0.67 0.67 0.000 0.000 0.00 0.00 0.000 0.000 162.0 Sector Mounts 3 353.00 15.000 0.67 500.00 20.600 0.67 0.000 0.00 0.000 Totals 37 830.20 1199.25 Number of Appurtenances: 6 Linear Appurtenance Properties Elev Elev ' From To Width Weight Pct Spread On Bundling (ft) (n) Description Qty (in) (Ib/ft) In Wind Faces Arrangement 0.00 180.0 1 5/8" Coax 6 1.98 1.04 100.00 1 Separate 0.00 180.0 Climbing Ladder, 1 3.00 6.90 100.00 Lin App Separate ' 0.00 180.0 Wave Guide 2 3.00 6.00 100.00 1,2 Separate 0.00 162.0. 1 5/8" Coax 12 1.98 1.04 100.00 2 Separate Page 4 • Page 5 Copyright Semaan Engineering Solutions, Inc SEMAAN ENGINEERING SOLUTIONS• 1047 N.2044h Avenue Site Number: 8361 Y 9/29/2003 5:15:52 PM Elkhorn, NE 68022 Location: Hwy 99 -Gridley, CA ' Phone: 402-289-1888 Fax: 402-333-8577 X Force/Stress Summary ' Section: 1 3ST11-D1 Bot Elev (ft): 0.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing% Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KL/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls ' LEG PLA - 16 X 5/8" HORIZ DAL -174.43 Normal No Ice 10.01 50 50 50 0.0 0.0 370.27 0 0 0.00 0.00 47 User Input - 2.5X2X0.1875 -5.11 90 deg No Ice 9.832 100 100 100 0.0 0.0 14.89 0 0 0.00 0.00 34 User Input DIAG DAS - 2.5X2X0.1875 -7.85 90 deg No Ice 14.02 50 100 50 0.0 0.0 16.67 0 0 0.00 0.00 47 User Input ' Max Tension Member Force Fy Cap Num Num Shear Bear Use (kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG PLA - 16 X 5/8" 139.75 60 deg No Ice 50 370.27 0 0 0.00 0.00 37 User Input HOW DAL - 2.SX2X0.1875 DIAG DAS - 2.5X2X0.1875 5.29 90 deg No Ice 7.37 90 deg No Ice 36 14.89 0 0 36 16.67 0 0 0.00 0.00 0.00 0.00 35 44 User Input User Input Section: 2 3ST10-D1 Bot Elev (ft): 20.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing% Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA -15 X 112" -151.35 Normal No Ice 10.01 50 50 50 0.0 0.0 275.63 0 0 0.00 0.00 54 User Input ' HORIZ DAL, 2.5X2X0.1875 DIAG DAE - 2.5X2.5X0.1875 -5.28 90 deg No Ice -8.47 90 deg No Ice 8.976 100 100 100 0.0 13.71 50 100 50 0.0 0.0 16.67 0 0.0 21.37 0 0 0 0.00 0.00 0.00 0.00 31 User Input 39 User Input Force Fy Cap Num Num Shear Bear Use Tension Member (KIP) Load Case (ksi) (kip)Cap(kip)Bolts Holes Cap(kip) / Controls 'Max LEG PLA -15 X 112" 121.95 60 deg No Ice 50 275.63 0 0 0.00 0.00 44 User Input HORIZ DAL - 2.5X2X0.1875 5.46 90 deg No Ice 36 16.67 0 0 0.00 0.00 32 User Input DIAG DAE - 2.5X2.5X0.1875 7.95 90 deg No Ice 36 21.37 0 0 0.00 0.00 37 User Input ' Section: 3 3ST09-D1 Bot Elev (ft): 40.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing% Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls ' LEG PLA -14 X 112" -128.49 Normal No Ice 10.01 50 50 50 0.0 0.0 255.26 0 0 0.00 0.00 50 User Input HOW DAE - 2X2X0.1875 -4.31 90 deg No Ice 8.105 100 100 100 0.0 0.0 11.51 0 0 0.00 0.00 37 User Input DIAG DAE - 2X2X0.1875 -7.32 90 deg No Ice 13.17 50 100 50 0.0 0.0 13.97 0 0 0.00 0.00 52 User Input ' Max Tension Force Fy Cap Num Num Shear Bear Use Member (KIP) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) /, Controls LEG PLA - 14 X 112" 104.36 60 deg No Ice 50 255.26 0 0 0.00 0.00 40 User Input HORIZ DAE - 2X2X0.1875 4.43 90 deg No Ice 36 11.52 0 0 0.00 0.00 38 User Input ' DIAG DAE - 2X2X0.1875 6.89 90 deg No Ice 36 13.97 0 0 0.00 0.00 49 User Input • Page 5 Max Tension Member Force (kip) Load Case FY Cap Num Num (ksi) (kip) Bolts Holes Copyright Semaan Engineering LEG PLA - 10 X 112" 69.35 SEMAAN ENGINEERING SOLUTIONS 50 171.46 0 0 0.00 0.00 40 User Input Solutions, Inc 3.75 1047 N.204h Avenue 36 8.45 0 0 Site Number: 8361 User Input Y 9/29/2003 5:15:52 PM 90 deg No Ice Elkhom, NE 68022 0.00 0.00 45 Location: Hwy 99 -Gridley, CA 3.08 Bot Elev (ft): 100.0 Height (ft): 20.000 36 11.28 0 0 ' Phone: 402-289-1888 27 User Input Member Shear Bear 90 deg No Ice Force 0.00 Fax: 402-333-8577 Fa Cap Num Num Cap Cap Use Max Compression Member X Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes Force/Stress Summary ' Section: 4 3ST08-C2 Bot Elev (ft): 60.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - 12 X 112" -106.85 Normal No Ice 10.01 50 50 50 0.0 0.0 213.27 0 0 0.00 0.00 50 User Input HORIZ DAE - 2X2X0.125 -3.85 90 deg No Ice 7.165 100 100 100 0.0 0.0 10.02 0 0 0.00 0.00 38 User Input DIAG DAE,- 2X2X0.1875 -7.00 90 deg No Ice 12.58 50 100 50 0.0 0.0 14.9E 0 0 0.00 0.00 46 User Input Force Fy Cap Num Num Shear Bear Use i Max Tension Member (KIP) Load Case (ksi) o (kip) Bolts Holes Cap(kip) Cap(kip) /o Controls LEG PLA - 12 X 112" 87.42 60 deg No Ice 50 213.27 0 0 0.00 0.00 40 User Input HORIZ DAE - 2X2X0.125 3.92 90 deg No Ice 36 10.03 0 0 0.00 0.00 39 User Input DIAG DAE - 2X2X0.1875 6.64 90 deg No Ice 36 14.96 0 0 0.00 0.00 44 User Input Section: 5 3ST07-C2 Bot Elev (ft): 80.00 Height (ft): 20.000 Member Shear Bear Force Len Bracing% Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA -10 X 112" -84.45 Normal No Ice 10.01 50 50 50 0.0 0.0 171.46 0 0 0.00 0.00 49 User Input HORIZ DAE - 1.75X1.75X.125 -3.70 90 deg No Ice 6.299 100 100 100 0.0 0.0 8.45 0 0 0.00 0.00 43 User Input . DIAG DAE - 2X2X0.1875 -7.30 90 deg No Ice 12.03 50 100 50 0.0 0.0 15.2'. 0 0 0.00 0.00 47 User Input Max Tension Member Force (kip) Load Case FY Cap Num Num (ksi) (kip) Bolts Holes Shear Bear Use Cap(kip) Cap(kip) % Controls LEG PLA - 10 X 112" 69.35 60 deg No Ice 50 171.46 0 0 0.00 0.00 40 User Input HORIZ DAE - 1.75X1.75X.125 3.75 90 deg No Ice 36 8.45 0 0 0.00 0.00 44 User Input DIAG DAE - 2X2X0.1875 7.00 90 deg No Ice 36 15.25 0 0 0.00 0.00 45 User Input Section: 6 3ST06-C2 3.08 Bot Elev (ft): 100.0 Height (ft): 20.000 36 11.28 0 0 0.00 0.00 27 User Input Member Shear Bear 90 deg No Ice Force 0.00 Len Bracing% Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG TPL-10-1/2 X 318" -62.06 Normal No Ice 10.01 50 50 50 0.0 0.0 137.05 0 0 0.00 0.00 45 User Input HORIZ DAE-1.75X1.75X.125 -3.05 90 deg No Ice 5.471 100 100 100 0.0 0.0 11.2E 0 0 0.00 0.00 27 User Input DIAG DAE - 2X2X0.1875 -6.66 90 deg No Ice 11.61 50 100 50 0.0 0.0 15.12 0 0 0.00 0.00 44 User Input Page 6 Force FY Cap Num Num Shear Bear Use Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls LEG TPL-10-1/2 X 318" 50.94 60 deg No Ice 50 137.05 0 0 0.00 0.00 37 User Input HORIZ DAE - 1.75X1.75X.125 3.08 90 deg No Ice 36 11.28 0 0 0.00 0.00 27 User Input DIAG DAE - 2X2X0.1875 6.40 90 deg No Ice 36 15.13 0 0 0.00 0.00 42 User Input Page 6 SEMAAN ENGINEERING SOLUTIONS Copyright Setnaan Engineering Solutions, Inc 1047 N.204 h Avenue Site Number: 8361 Y 9/29/2003 5:15:52 PM Elkhorn, NE 68022 Location: Hwy 99 -Gridley, CA Phone: 402-289-1888 Fax: 402-333-8577 X Force/Stress Summary Section: 7 3ST05-C2 Bot Elev (ft): 120.0 Height (ft): 20.000 Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Max Tension Member (KIP) Load Case (ksi) (kip) Bolts Holes Member % Shear Bear LEG TPL - 9 X 3/8 39.07 Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG TPL - 9 X 3/8 -47.83 Normal Ice 6.68 100 100 100 0.0 0.0 97.3E 0 0 0.00 0.00 49 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG DAE - 2X2X0.125 -3.17 90 deg No Ice 11.84 50 75 50 0.0 0.0 8.13 0 0 0.00 0.00 38 User Input LEG TPL - 8 X 114" -9.30 Normal No Ice 5.01 100 100 100 0.0 0.0 61.9E 0 0 0.00 0.00 15 User Input HOW DAE - 2X2X0.1875 -0.35 60 deg No Ice 4.827 100 100 100 93.9 18.3 26.19 0 0 0.00 0.00 1 Member DIAG SAE - 2X2X0.1875 -1.29 Normal No Ice 8.089 50 75 50 0.0 0.0 3.92 0 0 0.00 0.00 32 User Input Force Fy Cap Num Num Shear Bear Use Max Tension Member (KIP) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap(kip) % Controls LEG TPL - 8 X 1/4" 6.95 60 deg No Ice 50 61.96 0 0 0.00 0.00 11 User Input HOW DAE - 2X2X0.1875 0.34 Normal No Ice 36 41.18 0 0 0.00 0.00 0 Member DIAG SAE - 2X2X0.1875 1.26 90 deg No Ice 36 3.92 0 0 0.00 0.00 32 User Input Page 7 Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Max Tension Member (KIP) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) % Controls 50 67.80 0 0 LEG TPL - 9 X 3/8 39.07 60 deg No Ice 50 97.38 0 0 0.00 0.00 40 User Input HORIZ 0.00 36 5.12 0 0 0 0.00 0 0 0.00 0.00 0 Bot Elev (ft): 160.0 Height (ft): 20.000 DIAG DAE - 2X2X0.125 3.13 90 deg No Ice 36 8.13 0 0 0.00 0.00 38 User Input Section: 8 3ST04-B1 Bot Elev (ft): 140.0 Height (ft): 20.000 Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) . X Y Z KUR (ksi) (kip) Bolts Holes Member Shear Bear Force Len Bracing% Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG PLA - 8 X 5/16" -27.82 Normal Ice 6.68 100 100 100 0.0 0.0 67.80 0 0 0.00 0.00 41 User Input HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 2.5X2.5X0.1875 -2.74 90 deg No Ice 10.44 50 75 50 0.0 0.0 5.12 0 0 0.00 0.00 53 User Input LEG TPL - 8 X 114" -9.30 Normal No Ice 5.01 100 100 100 0.0 0.0 61.9E 0 0 0.00 0.00 15 User Input HOW DAE - 2X2X0.1875 -0.35 60 deg No Ice 4.827 100 100 100 93.9 18.3 26.19 0 0 0.00 0.00 1 Member DIAG SAE - 2X2X0.1875 -1.29 Normal No Ice 8.089 50 75 50 0.0 0.0 3.92 0 0 0.00 0.00 32 User Input Force Fy Cap Num Num Shear Bear Use Max Tension Member (KIP) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap(kip) % Controls LEG TPL - 8 X 1/4" 6.95 60 deg No Ice 50 61.96 0 0 0.00 0.00 11 User Input HOW DAE - 2X2X0.1875 0.34 Normal No Ice 36 41.18 0 0 0.00 0.00 0 Member DIAG SAE - 2X2X0.1875 1.26 90 deg No Ice 36 3.92 0 0 0.00 0.00 32 User Input Page 7 Force Fy Cap Num Num Shear Bear Use Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) /o Controls LEG PLA - 8 X 5/16" 21.97 60 deg No Ice 50 67.80 0 0 0.00 0.00 32 User Input HOW 0.00 0 0.00 0 0 0.00 0.00 0 DIAG SAE - 2.5X2.5X0.1875 2.69 90 deg No Ice 36 5.12 0 0 0.00 0.00 52 User Input Section: 9 3ST03-A1 Bot Elev (ft): 160.0 Height (ft): 20.000 Member Shear Bear Force Len Bracing % Fa Cap Num Num Cap Cap Use Max Compression Member (kip) Load Case (ft) . X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG TPL - 8 X 114" -9.30 Normal No Ice 5.01 100 100 100 0.0 0.0 61.9E 0 0 0.00 0.00 15 User Input HOW DAE - 2X2X0.1875 -0.35 60 deg No Ice 4.827 100 100 100 93.9 18.3 26.19 0 0 0.00 0.00 1 Member DIAG SAE - 2X2X0.1875 -1.29 Normal No Ice 8.089 50 75 50 0.0 0.0 3.92 0 0 0.00 0.00 32 User Input Force Fy Cap Num Num Shear Bear Use Max Tension Member (KIP) Load Case (ksi) (kip) Bolts Holes Cap (kip) Cap(kip) % Controls LEG TPL - 8 X 1/4" 6.95 60 deg No Ice 50 61.96 0 0 0.00 0.00 11 User Input HOW DAE - 2X2X0.1875 0.34 Normal No Ice 36 41.18 0 0 0.00 0.00 0 Member DIAG SAE - 2X2X0.1875 1.26 90 deg No Ice 36 3.92 0 0 0.00 0.00 32 User Input Page 7 Page 8 Copyright Semaan Engineering Solutions, Inc SEMAAN ENGINEERING SOLUTIONS 1047 N.204h Avenue Site Number: 8361 Y 9/29/2003 5:15:52 PM Elkhom, NE 68022 Location: Hwy 99 -Gridley, CA ' Phone: 402-289-1888 Fax: 402-333-8577 X ' Support Forces Summary FX FY FZ Load Case Node (kip) (kip) (kip) (-) = Uplift (+) = Down 90 deg Ice 1b -11.21 -119.34 -5.02 ' 1a 1 -12.99 -2.46 149.41 15.04 6.11 -1.08 60 deg Ice 1b -12.09 -137.21 -6.98 1 a -8.44 91.16 2.50 ' 1 -2.05 91.17 -8.56 Normal Ice 1b -4.96 -66.69 -5.53 1a 4.96 -66.69 -5.53 ' 1 0.00 178.51 -17.27 90 deg No Ice 1 b -12.27 -130.57 -5.49 1a -13.57. 150.40 6.31 1 -2.70 9.92 -0.82 ' 60 deg No Ice 1 b -13.07 -148.02 -7.55 la -8.67 88.88 2.43 1 -2.24 88.89 -8.72 ' Normal No Ice lb -5.68 -77.38 -6.28 la • 5.68 -77.38 -6.28 1 0.00 184.50 -18.46 Max Uplift: 148.02 (kip) Max Down: 184.50 (kip) Max Shear: 18.46 (kip) Page 8 Site Number: 8361 Location: Hwy 99 -Gridley, CA r Deflections and Rotations Copyright Semaan Engineering Solutions, Inc Y 9/29/2003 5:15:52 PM X Elevation Deflection Twist Sway (ft) (in) (deg) (deg) 64.95 mph Wind Normal To Face with Ice 160.00 ' 180.00 64.95 mph Wind at 60 deg From Face with Ice 160.00 0.7247 SEMAAN ENGIN EERIN G SOLUTIONS 64.95 mph Wind at 90 deg From Face with Ice 1047 N.204 h Avenue 0.0262 Elkhorn, NE 68022 ' Phone: 402-289-1888 0.5447 Fax: 402-333-8577 1 160.00 ' 180.00 j 75.00 mph Wind at 90 deg From Face with No Ice Load Case Site Number: 8361 Location: Hwy 99 -Gridley, CA r Deflections and Rotations Copyright Semaan Engineering Solutions, Inc Y 9/29/2003 5:15:52 PM X Elevation Deflection Twist Sway (ft) (in) (deg) (deg) 64.95 mph Wind Normal To Face with Ice 160.00 ' 180.00 64.95 mph Wind at 60 deg From Face with Ice 160.00 0.7247 180.00 64.95 mph Wind at 90 deg From Face with Ice 160.00 0.0262 180.00 75.00 mph Wind Normal To Face with No Ice 160.00 0.5447 180.00 75.00 mph Wind at 60 deg From Face with No Ice 160.00 0.8090 180.00 j 75.00 mph Wind at 90 deg From Face with No Ice 160.00 180.00 Page 9 0.7712 0.0170 0.5691 0.9739 0.0134 0.5972 0.7247 0.0245 0.5358 0.9160. 0.0262 0.5535 0.7369 0.0183 0.5447 0.9312 0.0214 0.5592 0.8090 0.0207 0.5927 1.0203 0.0186 0.6190 0.7398 0.0245 0.5449 0.9346 0.0260 0.5638 0.7578 0.0171 0.5576 0.9568 0.0194 0.5746 0.0000 0.0000 0.0000 MINOR USE PERMIT BUTTE COUNTY PLANNING COMMISSION OCT 1 22000 DATE: (Certified Mail Rec.) MUP 01-05 PERMIT NO. 025-200-119 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: UbiquiTel Leasing Company is hereby granted a Minor Use Permit in accordance with application filed: Minor Use Permit to install six 3 square foot (8 inches wide X 56 inches high) panel antennas on top of an existing 180 -foot tall lattice tower, and to install three 6.25,square foot equipment cabinets. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this use permit, all conditions must be completed prior to or concurrently with the establishment of the granted use.. The use granted by this permit must be established within 12 months of the date of approval. 3. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 4. If any use for which a Minor Use Permit has been granted is not established within one year of the date of approval, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. A Minor Use Permit subject to lapse may be renewed for an additional period of up to one year, provided that sixty (60) calendar days prior to the expiration date, an application for renewal of the Minor Use Permit is filed with the Planning Division on the prescribed form and accompanied by the necessary data and fees. 5. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 6. Neither the applicant, nor any agent nor representative of the applicant shall intentionally omit or misrepresent any material fact in connection with the application. Any alleged ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 1 ■ material misrepresentation shall constitute grounds for the Director of Development Services to commence a revocation hearing, and, if proven to exist, shall constitute sufficient grounds to revoke a permit. Conditions of Approval: The new antennas shall be painted to match the color of the existing tower at the height they will be located. 2. The installation of the Facility shall comply with all applicable building and electrical codes. The Facility operator shall submit certification from a registered structural engineer to the - Building Division, that all associated monopoles and towers in excess of thirty (30) feet in height will withstand sustained winds as required by the Uniform Building Code. 3. • No.advertising or display shall be permitted on the Facility. 4. The placement of any .antenna or structure shall not adversely affect any on-site sewage disposal system or its repair area without written approval from the Division of Environmental Health. 5. The installation of the Facility shall not violate any existing deed restrictions. 6. The Facility shall have a twelve (12) foot wide all-weather access to a publicly maintained . road capable of supporting a forty, thousand (40,000) pound fire apparatus with fifteen (15) feet of vertical clearance. 7. There- shall be no outdoor vehicle or equipment storage except for emergency purposes. 8. The Facility shall fall within current standards and regulations of the FAA, the FCC, the County, and any other State and/or Federal agency with the authority to regulate such Facility. If such standards and regulations are changed, the property owner or responsible party shall bring the Facility into compliance with such revised standards and regulations Within ninety (90) days of the effective date of such standards and regulations, unless a more stringent compliance schedule is mandated by the controlling agency. 9. The Facility or combination of the Facilities on the site shall not generate, at any time, electromagnetic frequency radiation (EMF) or radio frequency radiation (RF) in excess of the FCC adopted standards for human exposure, as amended over time. 10. If it is found that the Facility is or will be detrimental to the health, safety, or welfare of persons working or residing near such facility, then the service provider(s) and property owner shall be jointly and solely responsible for the removal, adjustment, or replacement of the Facility. In no case shall the Facility remain in operation if it is found to create a hazard to health, safety, and welfare. The Facility shall not be found to create a hazard to health, ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 2 ■ safety, or welfare as a result of EMF or RF emissions from the Facility so long as it meets all current standards established by the FCC, pursuant to FCC OET 65. Prior to issuance of the building permit for the installation of the Facility, the applicant shall post a performance security in an amount and form determined by the Director of Development Services that is sufficient to cover the cost of a one-time test by a radio frequency consultant selected by the County, sufficient to determine whether the Facility's RF/EMF emissions comply with FCC standards. If the Facility's emissions are determined to exceed FCC standards, the applicant is required to pay for such other tests and other corrective measures as are necessary to establish compliance with FCC OET 65 and its successors and such noncompliance shall constitute sufficient grounds to commence a permit revocation hearing which may lead to permit revocation. The applicant shall cooperate in all respects with the County's consultant to assist the consultant to reach his/her conclusion. 11. All Facilities that are not in continual use for a period of six (6) months shall be considered abandoned. Abandoned Facilities are hereby designated as unlawful and as public nuisances, requiring no amortization period. If the Director of Development Services determines that the Facility is abandoned, the applicant may be required to remove all equipment belonging to the applicant from the premises and return the site to its original condition within thirty (30) calendar.days of receipt of notice to abate. If such Facility is not removed and the site returned to its original condition within thirty (3 0) days, the County may remove the Facility at the applicant's and/or land owner's joint and several expense. 12. All ground level support Facilities shall be painted and/or screened from view with adequate landscaping appropriate to the surrounding environment. All aesthetic treatments, including landscaping shall be maintained as approved for the life of the Facility. 13. The Facility may not encroach into, under, over, above, or upon any public street in the unincorporated area of the County in the absence of a valid encroachment permit from the County. 14. The owner/operator of the Facility shall annually submit a written verification, attested to under penalty of perjury, signed by both the owner/operator and an FCC licensee in the employ of or retained by the owner/operator, that the radio frequency radiation/electromagnetic frequency (RF/EMF) emitted by the facility conforms to safety standards set forth in FCC OET 65. The reports prepared for the Facility shall conform to reporting requirements set by the FCC and the County. The reports shall be submitted to the Planning Division and the Building Division no later than January 31 of each year. 15. The Facility shall be secured at all times to prevent access by the public. 16.- Applicant shall implement measures to prevent fugitive dust emissions during all construction activities. ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 3 0 17. The project site shall be developed in accordance with the approved project site plan and the conditions contained herein. Said site plan is on file in the Planning Division, is identified as "Exhibit E" and date-stamped July 21, 2000, and is incorporated herein by this reference. 18. Prior to use of this project, the applicant shall contact the Planning Division for a field inspection to verify all conditions of approval and ordinance. requirements have been met. 19. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. 20. Prior to storage of fuel or other hazardous materials at the facility submit a Hazardous Materials Release Response Plan or complete a Hazardous Materials and Emissions Questionnaire, and submit to Environmental Health. 21. Building permits are required for the antennas and equipment cabinets. Provide plans and calculations indicating adequacy of existing tower with addition of proposed antennas. Plans and calculations shall be prepared by a licensed or registered design professional authorized to practice in the State of California. NOTE: Issuance of this Minor Use Permit does aiv a uireme t of taird Building and Health Department permits before startin nstructio no oes it aive any o er re irements. Butte County Planning Commission Chairman CC: Land Development Division Building Division Environmental Health Department Butte County Fire Department/CDF ■ BUTTE COUNTY PLANNING COMMISSION AGENDA REPORT ■ PAGE 4 ■ MASONRY WALLS N E S W ist Lift 2nd Lift 3rd Lift. 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls CeilinQs COMMERCIAL 025-20 0-119 00-2259 ROBINSON, WILLIAM H JR 46 ORD RANCH RD., GRIDLEY CONTR: SPECIALTY CONST. ANTENNAS & GROUND EQUIP 0 OFFICE COPY Address ---------------L GAS Meter By Date - ELECTRIC Datil/&7/� i Meter By _ GAS` Dates Meter ELECTT RIC Daj4V4 Meter By F V=OK O = Not OK -= Not Applicable COMMERCIAL =Not Ready , Date UNDER OR Plans OK except #'s Date FRAMING (Continued) onjp@-Setbacks- Ease men ts- Flood -Slope-So il Report 46. Hangers -Post Caps -Anchors -Connectors tg., ; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice Hold owns -Bolts -Straps -Embedment -Hair Pins 48. Firewall-Doors-Area-Occp.-Prop., oncrete- SI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles walls, Main; Steel -Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; Steel -Wrapped -Wire Mesh 52. Property Line Firewall & Openings 8. Piers -Steel 53. Ext. Doors -Handicap Access ' 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Gas Pipe; Size -Anchors W ipe; Test -Anchor -Regulator -Service Test Electric; Underground, Underslab Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINAL (Plans) OK except #'s 19. Sinks -Floor -Grease Trap 63. Ext. Steps -Door & Sidelight Protection -Landings 20. Handicap-W/C-Backing 64. Exits -Size -Number -Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test Date Card B-1 Date Card B-1 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. Date Card B-1 Date Card B-1 68. Elec. Trim & Subpanel; Breaker Sizes & Labels Date ELECTRICAL (Permit) OK except #'s 69. Stairs & Rails 22. Fixture & Transformer Clearance -Ins. Protection 70. Handicap -Door Levers -Fin. Floor 23. Single Phase -Three Phase -Equip. Bond 71. Elec. Outlets at Wood Panel; Int. & Ext. 24. Size Boxes & No. of Conductors -Stapled 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. & Mech. Equip. Listed for Location 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic 0 Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / g.a. Cu or Al 75. Guard Rails & Deck Construction -Post Caps 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor Yes 30. Service -Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 82. Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except #'s 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. Fi.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY Of BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION -7 County Center Drive • Oroville, California 95965 • Telephone (530).538-07541 3a 51�MIT NO. (Rev. 12/96) APPLICATION AND PERMIT 3051 ASSESS(Uff!ScEl,{y IUER, 19 VG.7 ZONA 40 BUILDING PERMIT OWNER iam William h robinson jr TELEPHONE SO. FT. OCC. BUILDING VALUATION 35,000.00 .OWNER'S MAILING ADDRESS 0ON7R'spectrasite CONST 916-453-2840 ME TELEPHONE 11NiRMTS1 dCr1g20RE� , SUITE B, SACRAMENTO 95826 lV ll CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 35,000.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 317.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 206.05 BUILDINGADDRESS 46 ORD RD, GRIDLEY Energy Plan Checking Fee $ $ PERMIT FEE $ 543.05 LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome El Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation D Otherj3 Describe Work: _ CO T.00:TTON OF STX PICS ANTFljjj�jgC ANTI RELATED GROUND EnTTPMENT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200AORLfSS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fu force and effect.�[ License Class Lic. NO. 7� 1 �7 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance�carn r and policy number are: Carrier 10 i 20Co A— 5 4 M T tTa� Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the w rkers' compensation provisions of section 3700 of the Labor Code, I shall f with compi with those provisions. _ Date C) _ Si re of App can - wner ontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction structures over 3 stories in height. Main Service To 46.00 CCU000A WEE200A NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. SWS. 3.5¢FT: T NoµRESID. MULTI.O CIRCUITS @7,50 POWER APPARATUS 6 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ I'00 BAL @ .50 Ex. Occup. ouTxiEETS RES1p.°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE XOTALFEE $ 543.05 HAz. D FE IMP FLooD cOF cEL D su This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have �!% By v' PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. �- of ate o FIID376) ReceiptNo. 3029247$543.05 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 MI _• 1.1 - APPLICATION AND PERMIT A0 _A ASSESSOR PARCEL NUMBER 025-20-0-119 ZONING A-40 BUILDING PERMIT OWNER WILLIAM H. ROBINSON, JR. TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS EST 35,000 CONrRACTOR'S NAME. SPECIALTY CONSTRUCTORS, INC. TEff6&_92% ' coNrRAcroRs MAILING ADDRESS 150 TRIBUTARY POINTE DR., #10, GOLD CONSTRUCTION LENDER RIVER, CA 95670 LENDER'S MAILING ADDRESS Fireplace 1.000 Total Va ation $ 3 ARCHITECT OR ENGINEER LICENSE NO. Filing @ $ 20.00 P@ It Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS TECTONIC — LANCE H. FRANCIS an Checking Fee $ BUILDINGADDRESS 46 ORD RANCH ROAD, GRIDLEY Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TELECOMMUNICATI sPECIFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑/ENNAS Describe Work: CO—LOCATION OF SIX PCS AND RELATED GROUND EQ PMENT. Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 800VMain Service zo.A OR LESS 23.00 LICENSED CONTRACTOR' DECLARATION I hereby affirm under penalty of perjury that I licensed under provisions of Chapter 9 (commencing with Section 7000) of Divisio 3 of the Business and Professions Code, and my license is in full force and effect. // License Class LIC. �p(p(p WNER-BUIL ER DECLARATION 1 hereby affirm under penaky of perju that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or y employees with wages as their sole compensation, will do the work, and the ucture is not intended or offered for sale. ❑ I, as owner of the prope am exclusively contracting with licensed contractors to construct the proje ❑ 1 am exempt under c. Business and Professions Code for this reason Main Service PDA TO 1000A 46.00NEW CONST. DWELLING Occup. OR ADDNS. ( a ACC. BLOS. so 3.5¢x. NOµR61DT. MULTI.Ou.VI @7,50 POWER APPARATUS a SINGLE Oun.ET CIR. Ex. OCCU ovnFroRFD(TUREs BAS@ .50 Ex. Occup. OUTLETS aE�sID.) E.- 5.00 Temporary' Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE _ WO ERS' COMPENSATION DECLARATION I hereby affirm under enalty of perjury one of the following declarations: ❑ 1 have and I maintain a certificate of consent to self -insure for workers' compensati as provided for by section 3700 of the Labor Code, for the performan a of the work for which this permit is issued. ¢� I have a will maintain workers' compensation Insurance, as required by Section (` 37000 he Labor Code, for the performance of work for which this permit is issued. My w rker's' comp nsation insurance j�arrier and policy number are: Carer �' Jr MECHANICAL PERMIT Filing Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEE $ Pp icy Number j a) 46"1 IS -4, —"b 1 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation 'provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. G• X Date 7'6 J� —(�[% Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 941 HAZ. I D. FEES IM FLOOD I CDF pARC94 pD HD SSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date ReceiptNo. 302924 $543.05 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 4�j,(Rev.12/96) 6q V.••r i+'.M!►. " :�a i.,./•f ���W 'd�� 4t':1! 'V 1`'�1.�'..�t.�r!'rl. f-[ "•�:Ki�Y' J.: r..."'. +...,r, .Klfi'��%:_•9rr q'.... a'w.J v��. - .... - ° � • J. yS r. �'�. C, LINTY° I F BfTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION �7;Go ity 'ente`Drive Oroville, California 95965 • Telephone (530) 538-7541 REMIT NO. APPLICATION AND PERMIT ASSESSORPARCEL NUMBER rf'"-25-20-0-119 �i ZONING A- O BUILDINGPERMIT OWNER {WILLIAM H. ROBINSON, 'JR, TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 35,000 . OWNERS MAILING ADDRESS - CONTRACTOR'S NAME SPECIALTY CONSTRUCTORS, INC. T916 1f 6IF CONTRACTORS MAWNG ADDRESS 150 TRIBUTARY POINTE DR., #10, GOLD CONSTRUCTION LENDER RIVER, CA 95670 LENDER'S MAIUNG ADDRtSS Fireplace Total Valdation $- 35.000 ARCHITECT OR ENGINEER i !1 LICENSE NO. $ ,20.00 Filin Fee Per It Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS .1 TECTONIC = LANCE H. FRANCIS an Checking Fee $ BUILDING ADDRESS 46. ORD RANCH ROAD, GRIDLEY Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP y I PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE - SF ❑ Duplex •❑ Mdbilehome ❑ Other TELECOMMUNICATI -. sPEciPv Each Trap 7.00 Solar or heat pump water heater"; 23.00 Water piping $ 15.00 Each gas water heater or vent 15.00 . TYPE OF WORK New ❑ Addition ❑ Remodel ❑ 1f61i6es ❑ Installation ❑ ;;As Describe work: _CO—LOCATION, OF SIX PCS � AND RELATED GROUNDQPMENT. Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @2o.ob PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 o 500OR LE Main Service 20.A OR LESS 23.00 , LICENSED CONTRACTOR' DECLARATION I hereby affirm under penalty of, perjury that I licensed under provisions of Chapter 9 (commencing with -Section 7000) of Divisio 3 of the Business and Professions Code, and my license is•in full force and effect. 'In(p7 _r .' License Class �` • /BIL WNERERIE DECLARATION I hereby,affirm under penalty of pat I am exempt from the Contractors License Law for the following reason: j ❑ I, as owner of the property, oloyees with wages as their sole compensation,Mobile will do the work, and the Pis not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the projeggff+ ❑ 1 am exempt under Sic. a Business and Professions Code for this reason WOR ERS' COMPENSATION DECLARATION I hereby affirm under enalty of perjury one of the following declarations: ave ❑ 1 hand I maintain a•certificate of consent to self -insure for workers' compensati , as provided for by section 3700 of the Labor Code, for the performan a of the work for which this -permit is issued. I have an • will maintain -workers' compensation Insurance, as required by Section 3700 of a Labor Code, for the performance.of work for which this permit is issued. My w rkers' Com ensation insurance and policy number are: Car ler � cr Ynn/ �.V�S . HGx✓Cy F T.✓L Policy Number 1„) &Ae6/ :T7- Un;a —1 / .+ (fhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of Q lifornia, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Q'�, Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a Acc. BLDS. 3.50FT. NEW RESID. MULTI -OUTLET CIRCUITS @7.50 k POWER APPARATUS a SINGLE OUTLET CIR. z0 p 1.00 Ex. Occu . ounEroRPOcruREs SAL@ .50 Ex. Occup. OFIxu EosA p pOEp 5.00 Tem orar Service 23.00 Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 54-3. 0 NFLOOD°'ry �HAZ. ,D. FEES cIMP. CU,4pAR7C/JpD HD, ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ate ReceiptNo. 24 $543.05 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t �� ......., .. mow. w.wr� r},rwe ,^ivy-!Sm'�+.y�--wfi�; rw+ry;>r1f�.s �,yM-�r.---�•y,+•,-r�.�'Aw.�.......++':llsi.�rT-•n�.+�iA.-.n,+ �r.,�•"�l • ..w. ° COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Cour#y"t enter Drive - Oroville, California 95965 - Telephone (530) 538-7541 D� ,,tERMI NO. APPLICATION ` (Rev.12/96) L ATION AND PERMIT -� L ASSESSOR PARCEL NUMB 025-20-0-119 YLL ZONINGA - L40 BUILDINGPERMIT T �{ OWNER .WILLIAM H. ROBINSON, JR- TELEPHONE , SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS e' EST >• 35 . /.J00 % CONTRACTOR'S NAME SPECIALTY CONSTRUCTORS, INC. T1 "6�6(l6 9196 <"• `�' CONTRACTOR'S MAILING ADORE12150 TRIBUTARY POINTE DR., #10, GOLD CONSTRUCTION LENDER pI()pp� CA 95670 RIVER. LENDER'S MAILING ADDRESS Fireplace Total Va)o'ation Is 35.000 ARCHITECT OR ENGINEER LICENSE No. �3 2279 Filin Feb , $ 20.00 Per it Fee $ ARCHITECT OR ENGINEERS MAII1x1NG ADF�ESSI4 —'LANCE H. FRANCIS - iJ�;Li1-t�fY Plan Checking Fee $ BUILDING ADDRESS 46 CRD RANCH ROAD, GRIDLEY Energy Plan Checking Fee $ • y ( / $ PERMIT FEE $ LOT NO. SUBDNISIOMS NAME i -+-• PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TELECOMMUNICATIO SPECIFY / Each Trap 7.00 Solar or heat pump water heater" 23.00 Water piping Jr 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CO—LOCATION OF SIX PCS AN ENNAS _ AND RELATED GROUND�E U PMENT. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S' ELECTRICAL PERMIT Fling Fee 20.00 Main Service 000v OR LESS 200A OR LESS 23.00 /' I LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I m licensed under provisions of Chapter of the Business and Professions Code, 9 (commencing with Section 7000) of Division/3ICUrrS and my license is in full force and effect./ License Class - Lic. No. 4,I A f� /„ OWNER-BUILD`EER DECLARATION .�' I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: 7 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the proje�ctr ; ❑ 1 am exempt under Sec. , Business and Professions Code for this reason / , Main Service 200A TO 1000A 46,00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BLOB. SO 3.50 ZrNEW NON RESCONST. I.OUTLET ID. @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex, Occup. OUTLET OR FO(TURES 20 @ 1.00 BAL @ .50 FIXED APPLNS. OR EX. Occu ounETs .ESID. EA 5.00 TemporaryTempdrary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and wi(I maintain a -certificate of consent to self -insure for workers'—Cooling compensation, as provided for by section 3700 of the Labor Code, for the f performance of the work for which this permit is issued. Q I have and will maintain workers' compensation insurance, as required by Section 3700 o3Ae Labor Code, for the performance.of work for which this permit is issued. My workers' compensation insurance carrier and policy number are. Carrier�+;ncr 4a5rD J tn/'S . /- /+tM/C V !net, MECHANICAL PERMIT Filing Fee 20.00 Heating Hood 6.50 Ventilation PERMIT FEE $ Policy Number t -' 4X -x .. n�I (The above sections need not be completed 4 the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation � provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date' - �f� Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 543,.05 HAZ. D. FEES , IMV.1 FLOOD? .-, =RF/pp r HD v ISSUE n This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date , Date Receipt No. �4 'U WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t Lk al C#OUNTY ORBUUTTE - DEPARTMENT,OF-DEVELOPMENT SERVICES - BUILDING DIVISION - ^ q orJri y Center Drive Oroville, California 95965 •Telephone (530) 538-7541 P RMIT NO. �(Rev.12/96).x, ~- APPLICATION AND PERMIT" LIE ASSESSOR PARCEL NUMBEAK-c �� ^ ��� ZONING A J BUILDINGPERMIT OWNER -; WILLIAM *w H• ROBIHSM* JR. I TELEPHONE SO. FT. OCC. BUILDING VALUATION EST 35,000 . OWNERS MAILING ADDRESS . CONTRACTOR'S NAME SPWIALTY CONSTRtfMRS t INC. T �tyG J9- 3296 1 yp f GOGOLD+� CONTRACTORS MAILING ADDREr2150 TRIBUTARY POINn DR • . 010* �l CONSTRUCTION LENDER RIVER r CA 95670 Fireplace LENDER'S MAILING ADDRESS Total Val, ation I $ Srj " ARCHITECT OR ENGINEER LICENSE NO. C-52 Flln g F 6e $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILi�l�ES IC fLUCE iii„ }':'`RANCID+ ii jV�(i�Y S r PLlan Checking Fee $ BUILDINGADDRESS 46 ORA RANCH ROAD, GRIDLBY : /Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE � SF ❑ Duplex ❑ Mobilehome ❑ Other TEL1:CM"ICATIOa SPECIFY .� Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ CO—LOCATION OF SIX ICS ANfiNNAS Describe Work: AND RELATED GROUNWEQt t7NT• Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G w @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600V/ Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S/DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. /4, !! .2 /_ .r► License Class Lic. No. r � � 61' �/ 'OWNER -BUILDER DECLARATION t' I hereby affirm under penalty of perjury' that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project' ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm underLpenalty of perjury one of the following declarations: ❑ 1 have, and will maintain a certificate of consent to self -insure for workers' compensatioA, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and'will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance �carrier and policy number are: Carrier ,G~--rnlg/5 , /-//az�C V 'ra/s. Policy NLimber (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAZ. compensation laws of California, and agree that if I should become subject to the workers' compensation !provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date ' n — n Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 storiesin height. ftpg Main Service 200A TO 1000A 46.00 NEW CONST. ( DWELLING OCCUP. 3.5Q F°; OR ADONS. & ACC. BLDS. NEW CONST, MULTI.OUTLET NON-RES1D. CU @7.50 POWER APPARATUS 6 SINGLE AP= CIR. Ex. Occup.OUTLFf OR FIXTURES � @ BAL @ ,50 PP FMEO ALNS. OR Ex. Occu . ouTLETs RESIO, EA 5.00 Tempdrary TemporaryService 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 543,03 D. FEES IMP, FLOOD .. CDF r: ,PARCELf PO H D ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D, CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT mu-' a ( -0 s 3 r5C Grid ( COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERM NO. ,(Rev.12/96) APPLICATION AND PERMIT a _A ASSESSQR�CE NUBER OO _ pl Z°NIR BUILDING PERMIT OWNER1� _ T LL rl ►�-�-�5� 7P TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME S PEC Co u 5 C TELEPHONE -b 8-q;kA4 CONTRACTORS MAILING ADDRESS (.1I 'r a `f PO4J 715 01=uE 0 6b Lo au CR 9 66 CONSTRUCTION LENDER NI &I . LENDER'S 7r, ADDRESS N Fireplace Total Valuation $ ARCHITECT OR ENGINEER M :LC - CE C_T 5 LICENSE NO. C 57.1+0 Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS q 50 6 p q (00 C 07:rQ S1v t 00 l�(JCS'r CVt fSf R _l "' Permit Fee $ Plan Checking Fee $ b BUILDING ADDRESS 46 Cid �.� Energy Plan Checking Fee $ t-45q�� $ PERMIT FEE $ LOT NO. SUSONISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 11if Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Eachas water heater or vent 15.00 TYPE OF WORK New ❑ Addition $ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CO- LDC4*T1-0 WI0 t $max (A ) PCS r vas al10 2aafso &"()rl o ft JzPMPWJ- Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 - Main Service 000V OR LESS zo.A OR L. 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed. under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. b b Ka- 6 �L OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. SLDS. SO 3.5QFT: =RES,oT MULTFOUTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup OUTLET OR FIXTURES B20 @@ 1.0000 Ex. Occup. DUXTlEDTS AES o.OEA 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier fl f 130� r1D0 'Z&)5. 0r,&r'V L1( _ =I.J MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number W H 1V(g (S 2-:®?`- — d ( (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date Ct [ 1I6 _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST.. TYPE TOTAL FEE $ �C-f HAZ. D. FEES I IMP I FLOOD I COF PARCEL pD HD SSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt Na. , 0 02 X O WHITE-D.O.S.-B.D. CANARY -ASSESSOR INK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION t 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNERSp AJ ASSESSOR PARC ER: Proposed Building Use: (._c L d C 4 -r—t o A Building Inspector: Date: }S At time of permit application, I was advised the.following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------ ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ EV C mplete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on pl� -- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ El 6.�1� Compliance and supporting documentation. ---------------------------------------------------- 1:17. Statement of Intent for Non -Heated and A/C Buildings. -----------------------------=--------------------------- ❑8. Hazardous Material Form.----------------------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El10. Fees of $--------------------------------------------------------- ---------------------------- .1. ------------------------------------------------------------------------------------ `' ❑ 11. Impact fees as shown on the attached schedule. --------------------- ❑ 12. California Department of Forestry plan approval/fees--------------- Ell 3. ------------ ❑13. Flood elevation certificate. ------------------------------- _------------ Ell 4. ---____---.❑14. Sanitation and plot plan approval Health Department. Ell 5. City of Chico plumbing permit. --------------------------------------- ❑ 1 6. Plot plan and business licensa' approval fr the C'ty of Biggs. ---------------------------------------• . Planning approval for (A) Use: ySsocci (B) Parking: N/A} ------------------- El18. Contact Land Development about ❑ Improvements, ElDrainage, ElLegal Parcel. ----------------- ❑ 14� Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 20. re -inspection for required Request to Building Inspector on _..Contractor's license information. (Number, Name Style, Classification). -- rkers' Compensation carrier and policy number. ------------------------- ❑23.Owner-Builder Verification (Given to owner ❑,Mailed to owner ❑). ---- ❑24. Letter of signature authorization. ------------------------------ 025. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. -------------------------------- 027. Manufactured Home utility clearance. ------------------------- 028. Existing violations and/or expired permits. ------------------- to is /,)0 s/3 VE 66/ ! cXiS 77, 7a /SOI 566) .1 A600V 70 AtE ❑433 A, ❑Grant Deed, ❑ M.H. Title, Li Check to H.C.D $ ----- 0 Other: S l a t f f -Am , K- 'D�fIien�you issuutgernii��s� follows ❑Mail to owner, ©ail • contractor. elepho� an hold for pickup at office. ❑ liv it 9 2 P0 P/T' Applicant: Copy of Haz-Mat form sent ❑Heal Department, ❑ Fire Department, ❑ Air Poll 'wo Date: 4 Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: r X� Date. (Date) /SLC i9i2E inspector. ' Date: 1. Index permit application for the above items numbered: �� V 11 Plan Check List 2. Additional items required: ` Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owrigr, Was advised of the above req#ed #ta by ❑ phone, ❑ mail, ❑ Building Di ision counter, by Dat Plans reviewed by: Date: !20 Plans approved by: Date: j 7* 80 Sets of plans on hold in 0 Plan Cabinet, 0 A. . folder. Note transfer by: N Date: 10 — —0 0 GENERAL NOTES 1. CONTRACTOR SWILL VERIFY ALL PLANS. EXISTING CONDITIONS. AND DIMENSIONS OF THE JOB SITE PRIOR TO STARTING WORK IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME 2. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR WORK PROCEEDING IN A SAFE AND ORDERLY MANNER IN ACCORDANCE WITH THE APPLICABLE CODES AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH AOINIS 11TKIN. CONTRACTOR AND/OR THEIR EMPLOYEES MUSE IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER OF ANY UNSAFE CONDITIONS DURING THE COURSE OF WORK. 4. CONTRACTOR SWILL. GIVE ALL NOTICES AND COMPLY WITH ALL LAWS. ORONANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY. MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTKNIAL CODES BEARING ON THE PERFORMANCE OF THE WORK THE (YORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS. AND ORDINANCES. 5. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS. EQUIPMENT. LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. Y GRIDLEYwHIGHWAY 99 46 ORD RANCH ROAD GRIDLEY9 CA 95948 BUTTE COUNTY SF03UB315C CO -LOCATION OF ANTENNAS 6. CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURERS / VENDORS SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE 7. CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SK41 BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS. TECHNIQUES. SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 8. CONTRACTOR SHALL WAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING. CURBING. ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 9. CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND K47AM FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT. DEBRIS. RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST. OR SMUDGES OF ANY NATURE 10. THESE DRAWINGS ARE FORMATTED FOR 24%36- (SIZE D). DO NOT SCALE OTHER SIZED VERSIONS OF THESE DRAWINGS GENERAL LEGEND SECTION NUMBER SHEET NUMBER DRAWING SECTION (4SECTION NUMBER SHEET NUMBER DETAIL SECTION NUMBER SHEET NUMBER / DETAIL ENLARGEMENT NTS = NOT TO SCALE SHEET INDEX NO. SHEET TITLE NO. T -i TITLE SHEET 0 N-1 NOTES 0 C-1 PLOT PUN 0 C-2 SITE PUN. ELEVATION & DETAILS 0 C-3 DETAILS 0 C-4 UTILITY PUN R DETAILS 0 C-5 GROUNDING h MISCELLANEOUS DETAILS 0 USCS MAP: N/A PARCEL NUMBER 025-200-119 APPLICAANT. UbkpTel LOT NUMBER: 19 140 INDEPENDENCE CIRCLE SUITE A CHICO, CA 95973 REFERENCE MAP: CURRENT ZONING AG 40 BDOB: N/A JURISDICTION: BUTTE COUNTY CONTACT PERSON: STEVE RUPPENTHIL PAGE N/A (530) 897-5005 PROJECT SUMMARY SITE NUMBER 903UB315C PROPERTY OWNER WILLIAM HENRY ROBINSON JR SITE DATk SITE NAME- GRIDLEY-HIGHWAY 99 LATITUDE 39'22'06, SITE (ADDRESS: 46 ORD RANCH ROAD TOWER OWNER: AMERICAN TOWER CORP. LONGITUDE: 121'41'12' GRIDIEY. CA 95948 12150 TRIBUTARY PT. ELEVATION: 90 GOLD INNER, CA 95670 DEED BOOK/PAGE 9/95 (916) 608-9296 USCS MAP: N/A PARCEL NUMBER 025-200-119 APPLICAANT. UbkpTel LOT NUMBER: 19 140 INDEPENDENCE CIRCLE SUITE A CHICO, CA 95973 REFERENCE MAP: CURRENT ZONING AG 40 BDOB: N/A JURISDICTION: BUTTE COUNTY CONTACT PERSON: STEVE RUPPENTHIL PAGE N/A (530) 897-5005 VICINITY MAP SITE aerm®w aeaarmmro GRIDLEY NTS TRUE NORTH DRIVING DIRECTIONS FROM 140 INDEPENDENCE CIRCLE TAKE HWY 99 SOUTH, PAST RT. 149 SPLIT, PAST RT.162 INTO TOWN OF BIGGS, SITE IS 2 MILES* PAST ONLY TRAFFIC LIGHT IN BIGGS. ON THE LEFT PROJECT DESCRIPTION INSTALLATION OF THE UBIQUITEL WIRELESS COMMUNICATION FACILITY CONSISTING OF SEVEN EOUIPMENT CABINETS (3 INITIAL do 4 FUTURE). ANTENNAS CONSIST OF (3) SECTORS WITH (2) INITIAL do (1) FUTURE. PANEL ANTENNAS AT EACH SECTOR ARE LOCATED AT AN ANTENNA CENTER OF 180' ON AN EXISTING 180' LATTICE TOWER. APPROVALS LANDLORD LEASING R.F. ZONING CONSTRUCTION A3f TECTONIC NVIIIIIINEZIlm NanAeT c>owrs P.& 9100 Centre Pointe Dr. Ste. 100 West Chester. OH 45069 P=76:585)114 honNr (513) 942-9530 For (513) 442-9531 to LCC LCC INTERNATIONAL. WC 7925 JONES BRANCH ORIW MdEAN. VA 22102 4%iquiTel 140 INDEPENDENCE CIRCLE SUITE A CHICO, CA 95973 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO UBIWIITEL IS STRICTLY PROMBITED GRIDLEY-H GHWAY 99 SF03UB315C 469110 WCH 100 QW0. a 95M PROJECT 10. 26B3SF315C DRAWN BY: JTS CHECKED BY- SCJ 1 SUBMITTALS 1 P V I V NV r V N P V r V N P P P V f V N xP P 9 ol H 11 ill Ig QqR 5 g� 99 Cpb o� S=��ys R �� C °iP g 'gill GR R�qR 'SQ �$ p `� � tli�� I� Ir. � �e I$R ��. � � R Iola � �a :4 8� £ € lip FR ge 1.11, 41 E gi �1£ e A Ili �1 H R v -g�d 11 8� ° RGA9 �° $� _ @i" 9 �?$ lei 6 Q 4 OF # C INN o � .4 YT p A� sad qSi = l P V r Y N �R oJill� oily I, „ . � g, .19 qP B R E 8l�€ PON $ : $ €$ 0 bgP P A a _A E &b$ Jim Fill ;� 1$ ��� a et E g�g� a8� •' ' $B R e �a FiloedE ��Rl$111 off qx -;A 21 � q � � � e � , 1 ��� �� Q= 2149 4 � � all 9 �14 9 92 A14 till R €q� de A � €All, f Pfi g' 3 �R dab �a a -.1 !taglim �Pm Ko g �$ Ffi R R ERSc e = 6 b= E go 'i I !91-t g 0 '21 ii six T P. 11FIFIV � a A. L. s _8 z w W 0 PAZ A =� IJ Ln am_ b n ........ M 01 U11"' 8 IN I _1 • l I .145'.'•:v>`•�I Lr ar�� �Er1�ta��.T�P (' '1mt PER DEST94 CATE _ n24CE UWE -ATC IFASE AREA D16111I0 ROAD A 'AALFALFA FIELD PMO'fmr aoAAOwr APN 025-200-119 OUSIVID IO' WK PC&E EASO017 I4 EIDc1RrAL IATITIt PANEL Towm Ag rA, PEN« GIL ' GAS PPIMUNE MWNER I 14161 p"m M I � p(lfl.q I PQeE OdENDIT MSG PIPES f1 I _1 • l I .145'.'•:v>`•�I Lr ar�� �Er1�ta��.T�P (' '1mt PER DEST94 CATE _ n24CE UWE -ATC IFASE AREA D16111I0 ROAD A 'AALFALFA FIELD A J' A A k_k_� Sr PROPERTY CORNER Exwm w CIMRI IARC MOM VM a1ROW RTE . 00511610 r coliw_ cm a� /7\PL0T PLAN C -I SCALE: 1 -_2w -o - NOTES: BASIS OF BEARING - THE BEARING, N 89.27' W. FOR THE CENTERLINE OF ORD RANCH ROAD. BENCH ►NRK - NATIONAL GEODETIC SURVEY STATION-KS0900- ELEVATION 94.79• PER NATIONAL GEODETIC SURVEY. As SHOWN ON RECORD OF SURVEY FILLED IN BOOK 33 AT PAGE 26 IN THE OFFICE OF THE SUITE COUNTY RECORDER WAS LISTED AS THE BASIS OF BEARING FOR THIS WAP. OWNER: WILLIAM HENRY ROBINSON, JR. AP$k 025-200-119 THE INFORMATION SHOWN HEREON IS BASED UPON A FIELD SURVEY AND A COMPILATION OF AVAILABLE RECORD AND TITLE INFORMATION. UNLESS NOTED OTHERWISE, PROPERTY LINES ARE DERIVED FROM RECORD INFORMATION, THE EASEMENTS (IF A" THAT APPEAR ON THIS LAP HAVE BEEN PLOTTED BASED SOLELY ti IL� MDYR99TH LAND TITLEINSURANCE N E� ORDERNO. OU5-95i OCTOBER THE UNDERGROUND UTILITIES (IF ANY) THAT APPEAR ON THIS MAP HAVE BEEN LOCATED BY FIELD OBSERVATION . THE SURVEYOR WAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES STATE THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE torr IDP or TOM Su E]IEi1MG 9430' IOP OF COW - ALL INFORMATION TAKEN FROM SURVEY TECTONIC BY ADVANCED DESIGN CONSULTANTS, LLC. my"Ammum GCIIOLtA1Md PAL 9100 Centre Pointe Dr. Ste, 100 Weal Cheater, OH 45069 Phone: (513) 942-9530 Fos: (513) 442-9531 LCC LCC INTERNATIONAL. INC 'AM ,ZONES BRANCH DRIVE YCLEAN• VA 22102 YabiquiTel 140 INDEPENDENCE CIRCLE SUITE A CHICO, CA 95973 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS 6 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO UBMITEL 6 STRICTLY PROHIBITED. GRIDLEY-H GHWAY 99 SF03UB315C 46 ORD RAIOI MD G IIDZ. d 95919 IwE PROJECT NO- 2693.SF3I5C DRAWN BY: JTS CHECKED BY: SCJ ' FA - FIELD APN 025-200-119 I4 ausni16 ISO' SELF-SUPPORT Towm PEN« GIL A J' A A k_k_� Sr PROPERTY CORNER Exwm w CIMRI IARC MOM VM a1ROW RTE . 00511610 r coliw_ cm a� /7\PL0T PLAN C -I SCALE: 1 -_2w -o - NOTES: BASIS OF BEARING - THE BEARING, N 89.27' W. FOR THE CENTERLINE OF ORD RANCH ROAD. BENCH ►NRK - NATIONAL GEODETIC SURVEY STATION-KS0900- ELEVATION 94.79• PER NATIONAL GEODETIC SURVEY. As SHOWN ON RECORD OF SURVEY FILLED IN BOOK 33 AT PAGE 26 IN THE OFFICE OF THE SUITE COUNTY RECORDER WAS LISTED AS THE BASIS OF BEARING FOR THIS WAP. OWNER: WILLIAM HENRY ROBINSON, JR. AP$k 025-200-119 THE INFORMATION SHOWN HEREON IS BASED UPON A FIELD SURVEY AND A COMPILATION OF AVAILABLE RECORD AND TITLE INFORMATION. UNLESS NOTED OTHERWISE, PROPERTY LINES ARE DERIVED FROM RECORD INFORMATION, THE EASEMENTS (IF A" THAT APPEAR ON THIS LAP HAVE BEEN PLOTTED BASED SOLELY ti IL� MDYR99TH LAND TITLEINSURANCE N E� ORDERNO. OU5-95i OCTOBER THE UNDERGROUND UTILITIES (IF ANY) THAT APPEAR ON THIS MAP HAVE BEEN LOCATED BY FIELD OBSERVATION . THE SURVEYOR WAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES STATE THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE torr IDP or TOM Su E]IEi1MG 9430' IOP OF COW - ALL INFORMATION TAKEN FROM SURVEY TECTONIC BY ADVANCED DESIGN CONSULTANTS, LLC. my"Ammum GCIIOLtA1Md PAL 9100 Centre Pointe Dr. Ste, 100 Weal Cheater, OH 45069 Phone: (513) 942-9530 Fos: (513) 442-9531 LCC LCC INTERNATIONAL. INC 'AM ,ZONES BRANCH DRIVE YCLEAN• VA 22102 YabiquiTel 140 INDEPENDENCE CIRCLE SUITE A CHICO, CA 95973 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS 6 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO UBMITEL 6 STRICTLY PROHIBITED. GRIDLEY-H GHWAY 99 SF03UB315C 46 ORD RAIOI MD G IIDZ. d 95919 IwE PROJECT NO- 2693.SF3I5C DRAWN BY: JTS CHECKED BY: SCJ ' CAS PPEUE I 07 07 M ANTENNA NO COXIAL CABLE ALMM Im.ME "°°"' °" TECTONIC A_t A alwl"w DD r 0 ,ar w I W.IT-m I LQA p .= oaNw�TowA P.& )( x PAW 9100 Centre Pointe Dr. Ste. 100 na A er4r»-w m 7 0 my 70r IVF. tea• 1 West Chester, CH 45069 1, Phones (513) 942-9530 eN•s»aIDr For. (51]) 2-9531 e-1 5 OB III 0 TDE 71r 1 arr. ts,-a. , 6 r -r 0-2 , r r4 LCC 5-3 5 !�»� m >a 0 ,7r lm I�Ir.1E//-! 1 pl C r-MA� m to 0 w IV ,vr. u"-3# , Pim 7M� � X W C r'}nom 06 Me 0 ,/ m , yr. . LW79 1 MctEAM. VA 22102 r -r ors *A os lump FA 5A r Tr vr.uwm 1 •% >� --.------ r �� �n� -cWiquiTel $IArAOO . aA•. SEE crux COAX BEND TABLE W. SEEoSEE � ss DE°TK e - - - - �C- s / I Sa � M MC rwr. AMM COW wwcuTc � VEIL wwou 140 iNOE SITE NCE CIRCLE 3 4 e ,/E ,nr4-ea 5- saemr, +/r ••-0- r -a- CHICO. CA 95973 Aa �- 7/0- ID7S-3G lo- =95705-= 1/r ••-W r-0- ,OR AB CR -3h 167 -SG ar =05705-• ,/r 4•-W r -0- 1/r rSN-305 1-1/4- 705705-1 ,/r 4•-0- r-0- X X THE EtE01T CONTAINED IN X X r -r.15 a NnMO1ETE t ��K THIS SET OFF DOOD CUYENfS 6 I Xh—MIEL p` • �A SEE DE i LEASE AM a nnua wrowe) PROPRIETUM OR DMOSURE OTHER THIN FmTXa lo' eoE 1 3 THAT WHICH RELATES TO UNUREL SE Pau OMUM PROPOSED AIrroam >< 6 STRICTLY PROHIBITED. — — 1 eLA ENRGED SITE PLAN EXSMO ter smr SLPIVRT TOMM AWrDM ,OGTO,9 S.II fN• COW- PER �EXlS M0 150• I CAT POR . TMrCROMaUMC I I 10GTOS OMIT. IR D A (3 VW. SELF-SU.P ORT NNS LOT PEIeOleEO A TOWER. SEE DETAI I STRJCTIRK ANIM Or 2 116 1pSOL eN1= XI SEE DELFOR I n AI cA �� vx, GRID 03UB315CY 99 IX X x ANTENNA CAaM ROUTED Go Q' t�` 46ORD 00 M Aa OIC I omTMD GTE I SSEEE DE TOWEGUM u�.1 Cfmlfl; G9591E v � PRQIECT NQ 2683.SF315C 4 II— — - �0 oRurN ew rrs +r arra» II — — — — — — AM LEASE AREA � {{plppppp���� � � CHECKED 811: SCJ COMROAD Kj!♦ SUBMITTALS d tl YrAOP=T ..IELDgE MODE m 81393 CM GBLE W/ ST GOA® BLD AIf.EE SMP -M CBE FVAM 4- SOLAW .PM SEIDEI CONCRM SIAD 0 0 0 0 0 0 A. a CABLE TRAY SUPPORT ON PAD 0 T r cow cm COAX CABLE SMP -M a1BLt TEV .SACI.oE m e13o3 S2ED CTD ANGLE •- SOWIS PrP SLED" n CABLE TRAY SUPPORT ON GRAVEL \t:v SGIE NM SEED Bueax TVfrMlA1t� y4• CRuslm STOIC �FABXC OR EMAIL ASTM W SME SD. 37 on tupft D Br 1/r1 u 3) ELEVATION R DETAILS SEAT EIOd 5 C—% D-= 9rxE :NIR L CONCRETE PAD REINFORCEMENT DETAIL C-3 SGIC MTS ALL ANTENNA P ,/i COAX AR6ER MAR LENGTH •) .Aims TO K POWER SAW �Ot/l (POWER CABWn I /POf411 SECURED T•TH APPROPRIATE METAL 8 GROWTH p " BfROIM " W� DAIGNOWTH M j! M /7 FASTEMOM AND •'hrI STANDOFFS CADET I TV. AND AAUOIS GRowmm " II 0 TRANSMISSION I," TO Drs SHEET. _CT PRGER T ,MMADm - PSMU .fAWAlgll o NG DETAIL CAMM- ABWET IOiER W NSCIU T 0 13 T 11 a o u d e e e a d e e • I I I IS CAIME c A II CA01iT II CAB.CT I n n I - r'' rCi CO CPRIMARY AMEPCs e e e COMA I` II I PAN UASHM TT9 AIOOAR fASipEa 1 m—T LUCENT 331A CABINET MOUNTING n 11 7 � o[iiiGROWTH I I t--'NPPC MOUNT n C-3 ScALe NTS C-] Sr.. r. MLS I I I CABRIEI lei3C 1 e • � ` PCS CAM GROWTH n 2Y a' 2Y ,Y ,e --e' I `fes .. -•�.\ ,,-` • . 1 1 � I EQUIPMENT PAD PLAN - `•�' ' ' D-3 SCALL Mrs \`���`� 3/•• CONIFER CAeecT MOUNTING BASE, (fes °O • •• • •`� I . . �\`_1 �\ � N Ole' QC EA WAY • • �i� ANTENNA 'ter ,n GRADE I 6 TTP, CONCRETE PAD REINFORCEMENT DETAIL C-3 SGIC MTS ALL ANTENNA P ,/i COAX AR6ER MAR LENGTH •) .Aims TO K POWER SAW �Ot/l (POWER CABWn I /POf411 SECURED T•TH APPROPRIATE METAL 8 GROWTH p " BfROIM " W� DAIGNOWTH M j! M /7 FASTEMOM AND •'hrI STANDOFFS NOTE ALL DOM I TV. AND AAUOIS TO BE ,ER.ED BY SITE DATA TRANSMISSION I," TO Drs SHEET. _CT PRGER T ,MMADm - PSMU .fAWAlgll o NG DETAIL C-3 SCALE: MTS a I "TEN" 4c 4 10-0 A~ SmToW eOco ,� � nANTENNA MOUNTING PLAN -3 d.•"" Nrs �j,` ` � ®� wue MTs QIRL QAANTDOM, SEE DETAIL n� ••-G, t \Z:3/ GUIDE LADDER WA r. MTS TECTONIC Alwarazillm Og1AtiLWIJ< AA 9100 Centre Pointe Dr, Ste. 100 West Chester. OH 45069 Phone: (513 942-9530 Fm; (513) 42-9531 ZOLCC ILC aln"MTIONN-, INC 7925 .ONES BRAMC.1 ORIW N16XAM, VA =02 SECTOR Y%ftiquffel MMA (tW 2) 140 INDEPENDENCE CIRCLE SUITE A CHICO. CA 95973 CP'• ATTACH TO STEEL POST. TW. 3'. Pie e/ U -BOLTS, _vECUoE Iw000, B -IRE 822 Q 12 GUEE STEEL U,ISTRUT T sir. POWER TELCO Q ANAEO NA„CW MDA-------------c-c 7 OR EoIAL rw 3 /2 ATq BATE TMST) Q Q C-0PPEIt, =51 TD NEAREST CROIIMD RR6 A WAVEGUIDE SECTION C-3 SGML• MTS • •---------------- "/r CROM L]aLt/2' POWER BASIE POWER SAW �Ot/l (POWER CABWn I /POf411 BA PMUAY/bmkvmL 8 GROWTH p " BfROIM " W� DAIGNOWTH M j! M /7 :1 •'hrI GAQ CAM"Spm _ Spm DA I a a II o ed ea a '• e d a e d e a o u d e e e a d e e w • a ed e - o e n e d - a d e• e a e e e ed e e e HEX BOLT LOCA M9ER PAN UASHM TT9 AIOOAR fASipEa LUCENT 331A CABINET MOUNTING BASE 7 t--'NPPC MOUNT DETAIL C-3 ScALe NTS C-] Sr.. r. MLS THE NFORWTION CONTANW N THIS SET OF DOg1MM IS PROPRIETARY BY WITURE• ANY USE OR DISCLOSURE OTHER THAN TINT MICH RELATES TO UBIDIAIEL 6 STRICTLY PROIOBUED- GRIDLEY—H GHWAY 99 SF03UB315C 46 0RD IDYOT WS GROW. a 95M PROJECT NO: 2683.SF315C ORANN BY: as CHECKED BY: SCJ I DETAILS 9w ■N" C-3 PROT� aECTRD aHO TELE TE SEE DETA 4 -1 r—x —x x x x x x x—x--x--x— I1AY� ETDar • I I Exaala EL U47W fIETrMFL C I 1'M' C01K PIQ JP n TrpJ Fx SE I I RACE NOT. CONTRACTOR TD EB 1[E1001C1L TEAMS STEM acmmrm Roo[ OWSTM Tru NOT BE PUACM) n ELECTRICAL/TELEPHONE TRENCH DETAIL D-. SDRr: w s 1' PK OLDO I al TI raw wclaw w lcvt-rrl Y PSC PEED ROM— Y PK (TLD adRD CAME A CIA" ASSEMBLY Pam Cpaw Pa,,MO crawry Elms T. SERI= POWER SELL BE NOMC IOD% Ie. M r1 POWER & TELEPHONE RISER DIAGRAM C / MALL. NES NOTE ALL NVERMI0 EOUEMDa SNALL ME APPROM AND TNsgLLED PER OIERr LDrrerr REDUMYXIS SERVICE ELEVATION C-1 SDRC MIS ' EAOC POWER fl wcm wrill CASMEE CABNET . PPC POWER . O Y Pvc COrgxf \\ O \\ R IO STEEL D 0 ' \\ CO1OOIr RDD SRR \\ COMOLOT COILRETE GRADE PAD PPC TO= e . Y PUC OONaAT Ow Comolur G ftm �I1r PrP. 4 PLC*S) PK 9DEDaL AD Rce STEEL J eel 10 PVC ADAPTOR aT� 5 CONDUIT STUB -UP C-1 ate. r. MIS Oh�►� 1 'll .► . TECTONIC NYMMNI� .> � P -a 9100 Centra Potnte Dr. Ste. 100 West Cheater, OH 45069 Phone: (513) 942-9530 Fcc (513) 942-9531 ZOLCC LCC 1107ERNVICINAL INC 7925 JONES BRANCH DRIVE MdEAN. VA 12102 cabiquiTel 140 INDEPENDENCE CIRCLE SUITE A CHICO. CA 95973 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS 6 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO UNUREI 6 STRICTLY PROHIBITED. fmQ7 GRIDLEY—HIGHWAY 99 SF03UB315C .s M QVICH 8010 GROUN, CA 25M PROJECT W. 26T13SF315C DRAWN M.- dIS CHECKED 1TY: SCJ n ® 5 Marl GRADE b GROUNDAM RING P Q AMG BCI CADEID n Y `ROD s3�+ar-cr LOMB STANDARD GROUND ROD DETAIL C-5 SCALE- M13 I`ANTENNAS PER PLAN GROUDID WT. TVP PRIMARY POWER CABINET PRIMARY RADIO CABINET �1�1111 2 HOE UN4 TYP6 111 CABLE TRAY r� GROUND LUG I GROUND 0 COUWNM ON GROUND aEaAq�Rw I �10 (2 RACES) GROUND NOTE.- TOP OF R AMC TINED SOD RARE tD SEE MOTE / GROUNDING HOT (TTP) I I I I I KIT AT A BEND AND ALWAYS DIRECT I F-�---i I I A AWG (PHOVDED WITH I GEOINDMK OT TVP) TOWER LEG TMD ISO nm TOM GROUNDING C-0 SCLC MTS c -S PLAN / GRADE b GROUNDAM RING P Q AMG BCI CADEID n Y `ROD s3�+ar-cr LOMB STANDARD GROUND ROD DETAIL C-5 SCALE- M13 I`ANTENNAS PER PLAN GROUDID WT. TVP PRIMARY POWER CABINET PRIMARY RADIO CABINET �1�1111 2 HOE UN4 TYP6 111 CABLE TRAY r� GROUND LUG TO ANTENNA ANTE NA GROUND NOTE.- TOP OF R AMC TINED SOD RARE tD SEE MOTE / GROUNDING HOT (TTP) p AWG �LIVIIW KIT AT A BEND AND ALWAYS DIRECT 7 A AWG (PHOVDED WITH EXIST GEOINDMK OT TVP) TOWER LEG R AMG WW �AWO BCR �Dm `CA TRE COQ - iJl\SII (2) /2 AWG CABLE FOR A L) —2B AMG WG ACOA 1M TRAY OR ICE BID= EJOS7NG GROUNDING - STANDARD DETAIL ANTENNA CABLE GROUNDING FOR TOWER 1. NUMBER OF GlWUW[RG BARS MAT VAIN DEPENDS ON THE TYPE OF TOWEN. ANITEIDA LOCATIONS NAD CONNECTION ORIENTATION. PROVIDE AS REQUIRED. L A SEPARATE GROUND BAR TO BE USED FOR LYS ANTENNA r REQUIRED. nSTANDARD GROUNDING DETAIL C-5 SGL- MTS 4 4 ;/ m Tr B. 0 0 0 0 4 Z a a o 0 0 0 ado 0 0 0 0 0io a o o o ° t LEGEND 1- COPPER GROUND BAR. SNE AS REOURED. HOLE CENTERS TO MATCH NEMWoH A DOABLE O CONFIOURAD 2- INSULATORS NOT TO BE USED ON GROUND BARS MONTED To TOWER 3- 5/B' LOCIWA91[R5, MEWfPH INSTRUMENT m CAT. NO 3O:HB 4- WAIL MOUNTING BRACKET. NEWTON 96-TRUMMT CD GT W. A-5000 5- RRCSB0.7% NEWTON MSOBANENT Co. GT NO 302-1 7NGROUND BAR DETAIL C-5 SCI- M13 PPC ELECTRICAL CPS ANTENNA PPC TE1FPIgE �PcowETE Glc --�C G c ��c C=i—l=—_0 G c G c► G c G c 'r/Er.. ,� t00 GRBMD Rom CAOW6D. T,IP. TV. O MMAffiAIM ro'd O.C. SND /NC WIRE) SBAS ,DEED c0P4ER n SCHEMATIC GROUNDING SYSTEM DIAGRAM ' C-3 SCAM- ITS OR FROM ANTENNA �q _ANTENNA CABLE TO CABLE TRAY. (TVP.) MASTEN GROUND BAR ♦ F AIN CABLE CAO70 MAR NOTE.- —G— R AMC TINED SOD RARE tD DO MOT INSTALL CABLE GROU DOR FRAME SUPPORT (Cmw Ows SHALL BE Y KIT AT A BEND AND ALWAYS DIRECT ATTACH TO BELOW GNADO GRa7No IRE DOWN TO Gra • t R AMG WW �AWO BCR �Dm `CA TRE COQ GROUNDIOM..ELL GROUND ROD IAY x 5/B' COOPER CLAD GROUD ROD WEABm8R08D0 /_107 1q (10' MAX SEPARATION. EOUNLV SPACED) STANDARD ANDREWCONNECTION �— MECHANICAL (CONPK®OH TVP♦) -OKI" 107. (AVP.) 1 GROUND EYOTHER C (CADMRD) CONNECTION _ANTENNA CABLE TO CABLE TRAY. (TVP.) nGROUND WIRES TO GROUNDING BAR (CIGBE) C-5 SCALE: NTs Ir GLA SOH .O PAC PIPE CAP r FN DUDE r SLOTTED NOF (TP) lr . PVC II 3/870 ROD � �( /1N INSPECTION WELL DETAIL 4Eu C-5 SCALE. MTS : .qC SCALE- MTs 15 AMG FROM ANTENNA CARE GRAND IOT� it APPROX. f g� ' ACG URE r r ARTENNA CABLE GROUND BAR oMWALLN iGA TCM O ER,CIM - - 1ER iA7H IDWR000r, 107 JS AUG STRANDED COPPER ANDREW /2212213 GROUND UK (G3OUNIDED TO GROUND BAR) (STANDARD CABLE GROUND 1107 AROIEW GRO70Wf qn �6c NOTE G DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND TEST GROUND BAR n rA•Tw1E01 n CABLE GROUND KIT TO ANTENNA CABLE C-5 SCALL- MTS TECTONIC OQA PAL 9100 Centre Pointe Dr. Ste. 100 West Chester. OH 45069 Phone: ($13) 942-9530 Fax: (513) $42-9531 t�o LCC LCC INTERNATIONAL. INC 7925 JONES BRANCH ORNE YdEAN. VA 22102 JabiquiTel 140 INDEPENDENCE CIRCLE SUITE A CHICO. CA 95973 THE INFORMATION CONTAD(ED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO UBKKUITEL IS STRICTLY PROHIBRED. PLOW GRIDLLY-HIGHWAY 99 SF03UB315C .6 ORD ZUCH RDLD aide. q 95918 ROD PROJECT NO: 2683.SF315C DONd¢rGR DRAWN BY: JTS CHECKED BY: SCJ Two HOLE LUG. TO BE USED OR GROUND � TO BUILDING m GROUND WIRE TO GROUND BAR C-5 SCALE- NTS LUG. To WT" A2 ro PPS CABLE G WT SUBMITTALS HpR �,gHG7,0M U /2 -3/ -DZ DETAU --I 910 RAW C-5 ♦ F AIN CNG! GROUND BAR NEWTON. SINAAR To FROM ANTENNA NEAR/KLOW FRAME SUPPORT ANTENNA ATTACH TO ANTENNA SUPPORT - BRACKET W/ GADVED - - R AMG WW �AWO BCR �Dm `CA TRE COQ CABLELE TLOCALETRAYm omE/r® nGROUND WIRES TO GROUNDING BAR (CIGBE) C-5 SCALE: NTs Ir GLA SOH .O PAC PIPE CAP r FN DUDE r SLOTTED NOF (TP) lr . PVC II 3/870 ROD � �( /1N INSPECTION WELL DETAIL 4Eu C-5 SCALE. MTS : .qC SCALE- MTs 15 AMG FROM ANTENNA CARE GRAND IOT� it APPROX. f g� ' ACG URE r r ARTENNA CABLE GROUND BAR oMWALLN iGA TCM O ER,CIM - - 1ER iA7H IDWR000r, 107 JS AUG STRANDED COPPER ANDREW /2212213 GROUND UK (G3OUNIDED TO GROUND BAR) (STANDARD CABLE GROUND 1107 AROIEW GRO70Wf qn �6c NOTE G DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND TEST GROUND BAR n rA•Tw1E01 n CABLE GROUND KIT TO ANTENNA CABLE C-5 SCALL- MTS TECTONIC OQA PAL 9100 Centre Pointe Dr. Ste. 100 West Chester. OH 45069 Phone: ($13) 942-9530 Fax: (513) $42-9531 t�o LCC LCC INTERNATIONAL. INC 7925 JONES BRANCH ORNE YdEAN. VA 22102 JabiquiTel 140 INDEPENDENCE CIRCLE SUITE A CHICO. CA 95973 THE INFORMATION CONTAD(ED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO UBKKUITEL IS STRICTLY PROHIBRED. PLOW GRIDLLY-HIGHWAY 99 SF03UB315C .6 ORD ZUCH RDLD aide. q 95918 ROD PROJECT NO: 2683.SF315C DONd¢rGR DRAWN BY: JTS CHECKED BY: SCJ Two HOLE LUG. TO BE USED OR GROUND � TO BUILDING m GROUND WIRE TO GROUND BAR C-5 SCALE- NTS LUG. To WT" A2 ro PPS CABLE G WT SUBMITTALS HpR �,gHG7,0M U /2 -3/ -DZ DETAU --I 910 RAW C-5 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 025-200-119 ZONING A 40 BUILDING PERMIT OWNER COMMUNICATION SYSTEMS DEV. MM -3049 SO- FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 7488 SHORELINE DRIVE, SUITE B-1, STKTO CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEERLICENSE ADVANCE DESIGN GROUP, INC. NO. 25224 Filin Fee $ 20.00 Permit Fee -2" -ORIGINAL FEE $ ARCHITECT OR ENGINEERS MAILING DR SS � .�. BOX 1892, BAKERSFIELD, CA 93302 Plan Checking Fee $ BUILDINGADDRESS 46 ORD RANCH ROAD, OROVILLEgy Ener Plan Checking g Fee $ $ PERMIT FEE $ 227.25 •LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 15itRENEWAL OF BP# 97-2422 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service '..A oR LESS 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class .4 3,e L Q Lic. No. F 1 / �� OWNER -BUILDER CLARATION DE I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46.00so CCU000A WEE200A NEW CONST. DWELLING Occup. ORw c Nr•,S. ( ACC.BLDST 3.5QsO. FT. M NON•RES10. CIRCUITS @7.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @'.50 BAL � .SO Ex. Occup. oUntrs RESID.APPLINISoEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier `l A11,ti e9(mP45- ,1 $ctW-A MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number 1.) 119 1 4'� (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo with omply ith Pose provisions. f � X /' 6�?� Date / p� �/ �/ 1�--- Si na ure of Applicant - ❑ Ownero� ❑ Agent' An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 227.25 :.AZ. D. FEES IMP FLOOD CDF PARCEL PD HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate above for which fees have been paid. B Date �J PERMIT EXPIRES ON L� 6 Date Receipt No. WHITE-D.D.S.-B.D. CANARY- SSE SO PINK -INSPECTOR GOLDENROD -APPLICANT FOUNDATION CONSTRUCTION INSPECTION AND CONCRETE TESTING REPORT COMMUNICATION TOWER SITE GRIDLEY SITE - ATC 8361 GRIDLEY, CALIFORNIA 1.0 INTRODUCTION This report presents a summary of the inspections made and the results of tests performed on concrete samples collected during construction of the foundation for the communication tower located 46 Ord Ranch Road in Gridley, California. ASR Engineering, Inc. (ASR) has performed these services at the request and authorization of Mr. Barry DaCruz of Advanced Design Consultants, LLC of Stockton, California. 2.0 WORKSCOPE. The objective of performing the inspection and testing services was to provide an independent observation of the construction of the foundation for the communication tower in conformance with the project plans and specifications. The scope of our services included the following: ➢ Observing foundation excavation and installation of reinforcing steel. ➢ Observing pouring of concrete and performing slump tests. ➢ Collecting representative concrete samples for compression testing. ➢ Performing compressive strength tests on the collected concrete cylinders. ➢ Preparing this report. 3.0 TOWER LOCATION.AND DESCRIPTION The site of the communication tower is located at 46 Ord in Gridley, Butte County, California. The subject site is situated near the southwest corner of a farming property, east of State Highway 99. Access to the site is provided from Highway 99 through a driveway. Three pier foundations, each 18 feet deep and 4 feet in diameter were considered for the tower. A minimum compressive strength of 4000 pounds per square inch (psi) at 28 days and slump in the range of 3" to 5" were specified for the concrete. 4.0 FOUNDATION EXCAVATION Drilling for installation of pier foundation for the tower was performed on September 23, 1999. At the time of drilling, groundwater was encountered at about 7 feet below surface grade (bsg). Job No. 11-99060 November 19, 1999 Page 2 Drilling for installation of the foundations started at 7:05 A.M. and completed at 11:55 A.M. Groundwater was encountered at about 7 feet bsg. Water and Hydro Mud D were added to the foundation excavation to stabilize the soil. At the time foundation construction, Mr. Tom Colman, Building Inspector with Butte County Building Division inspected the foundation excavation and reinforcing cage installation. Based on our observation, drilling of the tower foundation was made in substantial conformance with the designed dimensions. 5.0 CONCRETE PLACEMENT AND TESTING Prior to pouring of the concrete, a reinforcing steel cage was placed in each drilled pier foundation. Dobies were attached to the outer surface of the reinforcing steel cage at 7 -foot intervals to provide a minimum of 3" clearance between the cage and the foundation wall. A total of 5 truckloads of concrete were placed in the tower foundations between 12:30 P.M. and 3:30 P.M. The concrete slump was measured to be in the range of 4.2" to 6.2". Four concrete cylinders were collected for compressive strength testing. The cylinders were.stored at secure place at the subject site and were transported to the laboratory on September 24, 1999. Concrete cylinders were tested after 7 days and 28 days curing. The 28 -day compressive strength of the concrete was measured to be in the range of 4860 psi and 5220 psi. A copy of the laboratory test results is attached. Based on the test results, the compressive strength of the concrete samples exceeded the design strength of 4000 psi. ASR Engineering, Inc. CAL LABS Project Name Communication Tower - Gridley. Project # CL99014 /11-99060 Concrete X Mortar Grout Prism Sample Set # 99043 Structure Being Placed Communication Tower Area of Placement Foundation Date of Placement: 09/23/99 Slump: 6.5" Supplier: Mathews Ready Mix Time Sampled: 1:55 PM Concrete Temperature: 81 F Ticket * 263183 Sampled By: ASR Ambient Temperature: 93 F Mix* N/A Delivered By: ASR Air Content: N/A Cement: N/A Number of Specimens: 4 3940 Date Tested Sample Age in Days Area in Inches2 Diameter in Inches Maximum Load in lbs. Compressive Strength in psi Specified Strength in psi Tested By 09/30/99 7 28.27 6.00 111,500 3940 TP 10/21/99 28 28.27 6.00 137,500 4860 4000 DCW 10/21/99 28 28.18 5.99 147,000 5220 4000 DCW Notes: Sampling Temperature Slump Air Content Making & Curing Test Specimens (ASTM C 172 ) (ASTM C 1064 ) (ASTMC143) ( ASTM C 173 ) (ASTMC31) i�\ /n\ I I COIF cow 6 sA .—a.— lo ONE•6MBAl1to 1.2 "'L Signed, California Associates Laboratories Todd Polvado CE 51110 HIGH STRENGTH BOLT TESTING REPORT COMMUNICATION TOWER GRIDLEY SITE - ATC 8361 GRIDLEY, CALIFORNIA 1.0 INTRODUCTION This report presents a summary of the results of tests performed on high strength bolts for the communication tower located 46 Ord Ranch Road in Gridley, California. ASR Engineering, Inc. (ASR) has performed these services at the request and authorization of Mr. Barry DaCruz of Advanced Design Consultants, LLC of Stockton, California. BCM Construction Company Inc. (BCM) was the project General Contractor. Mr. Dick Hamar was BCM's representative for this project. 2.0 WORK SCOPE The objective of performing the testing services was to provide an independent assessment of the tightness of the high strength bolts for the communication tower in conformance with the project plans and specifications. The scope of our services included the following: ➢ Calibrating the wrenches used by the contractor for testing the tightness of the high strength bolts. ➢ Whenever applicable, determining the torque required for tightening the bolts in conformance with the project plans and specifications. ➢ Observing the bolt tightening operations performed by the contractor. ➢ Preparing this report. 3.0- TOWER LOCATION AND DESCRIPTION The site of the communication tower is located at 46 Ord in Gridley, Butte County, California. The subject site is situated near the southwest corner of a farming property, east of State Highway 99. Access to the site is provided from Highway 99 through a driveway. .The tower is a 185 feet high 3 -legged Andrew type. It consists of 9 sections with 3 connections per section for a total of 27 connections. The connections consist of non -slip critical type. Bolt sizes 7/8", 3/4" and 5/8" (ASTM A-325) were used in constructing the tower. The 1" and 2nd connections, from the round, were provided with 14 bolts per side of each leg (28 bolts per connection). The 3`d, 4 and 5"' connections had 10 bolts per side of each leg (20 bolts per. connection). The 6', 7', 8' and 9' connections had 6 bolts per side of each leg (12 bolts per connection). COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION " 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PE MIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 025-200-119 , ZONING A 40 BUILDING PERMIT OWNER L.l nT OWNER'S MAILING ADDRESS 72 CONTRACTOR'S NAME CONTRACTOR'S MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS ARCHITECT OR ENGINEER AT ARCHITECT OR ENGINEERS MAILING P( BUILDING ADDRESS /D / LOT NO. I SUBDIVISION'S NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome C}; Other TELEPHONE PARCEL MAP TYPE OF WORK New ft Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: WIRELESS CQAff UNICATIONS FACILTY A CO LOCATED TOWER TO SUPPORT WIRELESS CARRIER`S & ANTENNAS NO LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class A , P;;, (,P) C51 Lic. No. 1 IY7 1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier VLA J SCJ 1I.Nvirri, Policy Number W 4 X]L 1 AJ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of A�- ❑ Owner 15 ❑ Agent an OSHA permit is required for excavations over 60" deep and demolition or construction structures over 3 stories in hei ht. seiptNo. 231143. aYSSIN 1 �E-D.D.S.-B.D. CANARY- SESSOR INK -INS EC OR GOLDENROD -APPLICANT SO. FT. OCC. G 10 -9 - CONT, 50 000.00 112 2? Ste? Fireplace Total Valuation is O Filing Fee $ -O:.00 Permit Fee $� 414.50 Plan Checking Fee " –:.-0 $ 2Cq, 40 Energy Plan Checking -Fee PERMIT FEE /'$ EZ' x.50 PLUMBING PERMIT Fling Fee „20.00 Each Trap 1 7.00 Solar or heat'pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 V' "� 1 T FEE $ ECTRICAL PERMIT Main Service OR LESS 200A OR LESS Main Service 200A TO 1000A NEW CONST. DWELLING OCCUR OR ADDNS. R err. w nc g`Fee 20.001 23.00 @7.50 Ex. Occup. OUTLET OR FIXTURES EZ' x.50 EX. OCCU .OUTELETSPRESD.OEA 5.00 Temporary Service 1 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ 06 MECHANICAL PERMIT Filing Fee 20.00 Heatina Hood 6.50 I Ventilation PERMIT FEE $ Mobile Home Installation Fee $ – Energy Inspection Fee / $ occ CONST. TYPE TOTAL FEE $ 76990 HAZ D.� IMP F ` D CDF PARCEL P SUE ,, — This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date /0070/fir 1 PERMIT EXPIRES ON /O/0 p� . i (Rev. 12/96) #all COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSORPARC f/�JjM_Bg ZONING �"7V BUILDING PERMIT OWNER e, TELEPHONE 2 SO. FT. OCC. BUILDING VALUATION OWNERS MAI ADD CONTRACTOR'S E TELEPH NE r�8 CO 5, AWU DRESS r'• - 14 0 CONSTRUCTIO(O[N LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ CH CT OR ENGINEER LICE O. /r0��,��— Filing Fee $ 20.00 Permit Fee $ / • .S -- - ARCHIT� O ENGIN S MAILING Ao S r I 0� -I 30 2— Plan Checking Fee $ , 40 BUILDING ADDRESS V Energy Plan Checking Fee $ PERMIT FEE LAT NO. SUBDNLSION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USE OF STRUCTURE II^p D nn,,,, l%U SF ❑ Duplex ❑ Mobilehome j Other Wly.� U6 Mw �,� SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: tri't{� Cnimrrn uvur-ap � A LF/' LafAW "fyi/ Wr �s Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.VA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service PIA TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( DV; ACC. BLAS. SO 3.50FT; NO RESIDT' MULTI.O,, @7.50 POWERAPPARATUS a SINGLE P=US R. EX. Occup. OUTLET OR FIXTURES .00 eAt_ @ I.w Ex. Occup. Ra,o°� — 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin d 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thosevisions. -- /n X A— Date 10 --- Signature of Applicant - ❑Owner Contractor A Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PD HID ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT PERMIT EXPIRES ON provisions to do work paid. to Receipt No.r) � 4a WHITE-D.O.S.-B.D.— A ATi -ASSESSOR PINK -INSPECTOR GOLDEN • GOUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER mvVIVI I Cal on No. Proposed Building Use Building Inspector �� Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... . Engineered plans and calcs, 3/4 sets, with wet signature on plans . ........... . VJ� 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). . 9. Mobilehome dati and anufacturer's installation instructions, 2 sets. ........... .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ........................ 13. Flood elevation letter (100 year floo ) by California Engineer.. . 14. Sanitation and plot plan approval qL Health Department. ........... 15. City of Chico plumbing permit . .......................................... Plot plan and business license apprdl� ova from City of Biggs/Gri,� ....... . 1 Planning approval for (A) Use: (B) Parking: �,!'�Pi 8. Contact Land Development about (A) Improvements (B) Drainage. ........... 7 23 9g P. 14. 19. Driveway, permit (construction approval required prior to occupancy). ...req . 'Preanspedion uest ,nOPre-inspection for required. .. to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance. .......................... 23. Owner -Builder Verification (Given to owner Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement .................... 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... -- 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits. 32. PIqP check list. ......... � . ............... l -� 33. 34. When you issue the permit, process as follows: Mail to ow r. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other _ C /) t _ Parcel Creation Atireage Applic Date it//0/1� Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date`-- Cdpy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: above). Contractor esi was advised of above required data by _ phone �C mail Counter by _ Date Contracto esign was advised of above required data by _phone ,c mail Counter by _Date 3l Plans checked by Date ! 2 Plans approved by �( Fl�r+a 10677 Date Sets of plans on hold in FileePVt4n�V M 6 � kVA Copy - Department of Public Works .- TO: Building Department FROM: Environmental - Health SUBJECT: Sanitation Clearance /Foy I'AS. H � 1' Owner Location Plat Phm AttAchad Plow Phm Atdchad Seat to B.D. 7— S / AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other I P -S F� W .A Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date r Aro1) C:OUNTYOFBUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION - . 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER Pr. vyil,vik l (C_ ,16v-1 AA,/P. No. ' Proposed Building Use .'�y Building Inspector G� Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2. Plot plans, 3/4 sets, signed by preparer of plans. 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data and manufacturer's installation instructions, 2 sets. 10. Fees of $ 11. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. 13. Flood elevation letter (100 year flood) by California Engineer. 14. Sanitation and plot plan approval Health Department. 15. City of Chico plumbing permit. 16. Plot plan and business license approval fromty of Biggs/Gridley. _ 17. Planning approval for (A) Use:0 �%«' B) Parking: O -�^ 18. Contact Land Development about (A) Improvements (B) Drainage. 19. Driveway permit (construction approval required prior to occupancy). 20. Pre -inspection for required. 21. Contractor's license information. (No., Name Style, Classification). 22. Certificate of Workmans Compensation. Insurance. 23. Owner -Builder Verification (Given to owner , Mail to owner �. 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter of signature authorization. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. 27. Letter of intent on building use. 28. Mobilehome utility clearance. 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. 31. Existing violations/expired permits. 32. Plan check list. 33: tL� tigij When you issue the permit, process as follows: Mail to ow r. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Appli Date 11 ho el EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application; plans and fees will be required. FEE REFUNDS Refunds can only be made upon writtten request by the person who paid the fee. The request must be made within one year from the date of fee payment on permits not issued, and one yearfrom the date of permit issuancefor permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant L A N D O F N AT U RA L W EA LT H A N D B E A U T Y I �J BUILDING DIVISION Communication Systems Development,Inc DEPARTMENT OF DEVELOPMENT SERVICES 7 Ve; S-Uite B=1 d 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 SwkLen�-GA--95.2a rA V ZO 9 f5l 5-8 -/ ! TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 1755— !.v 14-a"F z 1= Re: Wireless Communication Facility S01 T- I, 1 'L Date: 3/3/98 A.P. No. 025-200-119 SyT0c �7 dam, 1 6& Permit #97-2422 qs�1 UP tPATii, a With reference to the above subject, attached is: [x] Plan Check List v(? [ ] Red Marked Calculations [x] Other: - Special Inspection Policy Sheet Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as requested [x] Submit additional calculations as requested [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. SincereW George R. Kel Plan Check Er cc: Attn: Chi Shing Lee Sabre Communication Corp. P.O. Box 658 Sioux City, CA 51111 Attn: Allen An son Advanced sign Group, LLC P.O. B 1892 B sfield, CA 93302 1 PLAN CHECK LIST #2 Permit Applicant: Communication Systems Development Date: 3/3/97 �P-0M03/1Z198 _DkTE Permit #97-2422 U P Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Provide details for the following: 1.1) Tower section connections, including flange plates, b6lts and welds, include geometry and dimensions. h, TbwK� s_ )'� Meet the requirements of the special inspection policy sheet attached. Indicate the name or names of the special inspectors you intend to use. The special inspector must be approved by the Butte County Building Division. Welding special inspection of fabrication plant welds is not required if fabrication plant meets the requirements of Section 1701.7 of the Uniform Building Code (UBC). One form of acceptance would be ICBO certification of the fabrication facility. Electric inspection/permit is required. It will be added to the present application. Provide two additional sets of plans for the Equipment Shelter, only one has been supplied so far. Provide the remaining items requested on the Permit Application Data Form which include: 5 Obtain approval of the project from Butte County Land Development and B ro- e e e �- Provide Contractor License information and Certification of Workmans compensation Insurance or complete the Owner -Builder Declaration. 5. P�age 6 of the tower structural calculations show combined stress ratios greater than 1. aximum of one is expected. Please explain why these higher values are acceptable or revise the design to lower stresses. 2 N Provide the engineering r ationships behind th ndation calculation results for both the caisson foundatio For the cais ns: How is the u ate skin -friction of 1100 psf obtained? How is the allowab vertical resistan shown -266 kips obtained? The maximum compression per g is given as 2 kips. w is this compression load dealt with? 3 SR.A Engineering, Inc. GEOTECHNICAL • ENVIRONMENTAL November 19, 1999 Mr. Barry DaCruz Advanced Design Consultants, LLC 3436 W. Hammer Lane, Suite E Stockton, California 9521.9 Subject: Dear Mr. DaCruz: • CONSTRUCTION TESTING Foundation Construction Inspection and Concrete Testing Report Communication Tower -Site Gridley Site - ATC 8361 Gridley, California Job No. 11-99060 At your request and authorization, ASR Engineering, Inc. (ASR) has prepared this Foundation Construction Inspection and Concrete Testing Report for the communication tower located at 46 Ord Ranch Road in Gridley, Butte County, California. Prior to the placement of concrete, our personnel observed the drilling of the piers and verified that the depth and diameter of each pier confirmed to the project plans. The reinforcing steel cage was inspected prior to placement in the drilled pier to verify that the reinforcing steel size, spacing, and clearance conform to the project plans. No discrepancies with the project plans and specifications were noted. The concrete 28 -day compressive strength exceeded the design compressive strength of 4000 psi. We appreciate the opportunity to assist you with this project. Should you have questions regarding this report or need additional information, please contact the undersigned at (559) 432-7575. Respectfully submitted, ASR Engineering, Inc. A. Saboor Rahim, Ph.D., C.E., G.E., REA. Distribution: Mr. Barry DaCruz (4 copies) ESS R � No. 2013 a Exp TECHt� OF CA��i 351 West Cromwell Avenue, Suite 106 0 Fresno, CA 93711 • (559) 432-7575 • Fax (559) 432-7555 AS REngineering,Inc. GEOTECHNICAL • ENVIRONMENTAL • CONSTRUCTION TESTING December 3, 1999 Job No. 11-99060 Mr. Barry DaCruz Advanced Design Consultants, LLC 3436 W. Hammer Lane, Suite E Stockton, California 95219 Subject: High Strength Bolt Testing Report Communication Tower Gridley Site - ATC 8361 Gridley, California Dear Mr. DaCruz: At your request and authorization, ASR Engineering, Inc. (ASR) has prepared this High Strength Bolt Testing Report for the communication tower located at 46 Ord Ranch Road in Gridley, Butte County, California. We appreciate the opportunity to assist you with this project. Should you have questions regarding this report or need additional information, please contact the undersigned at (559) 432-7575. Respectfully submitted, ASR Engineering, Inc. Q�OF ESS1p�,q SPg00R Rqy/ Fac A. Saboor Rahim, Ph.D., C.E.; G.E., REA. .Distribution: Mr. Barry DaCruz(4 copies) � No. 2013 a � Exp c sl F�TECHN��'P 9jF OF CA1�F�QI 351 West Cromwell Avenue, Suite 106 0 Fresno, CA 93711 • (559) 432-7575 • Fax (559) 432-7555 377 CONNORS COURT, SUITE A CHICO, CALIFORNIA 95926 (530) 342-1722 FAX (530) 342-1768 Fax To: Dave Wasney Company: Butte County Building Department Fax: 530.538.2140 Pages: 16 Phone: 530.538.7541 Date: December 10, 1999 Re: Finals for permits 98-250/99-2285 From: Matt Bowman ❑ Urgent ❑ Please Comment ❑ Please Reply ❑ Please Recycle 0 Comments: Attention Dave Wasney We are hereby transmitting High Strength Bolt Testing Reports and Foundation Construction Inspection and Concrete Testing Reports for the sites listed on permit numbers 98-250 and 99-2285. We will forward originals to you by mail. I trust that with this information, we will be able to close out all items on the permits. Sincerely, MattBowman RECEIVED DEC 13 1999 BUTTE i;oUN` -I ; BUILDI1N I3lV'1SJ ;ri I 1Ld) a .! ASEngineering, Inc. GEOTECHNICAL * ENVIRONMENTAL • September 21, 1999 Mr. Barry DaCruz Advanced Design Consultants, LLC 3436 W. Hammer Lane, Suite E Stockton, California 95219 CONSTRUCTION TESTING Subject: Foundation Construction Inspection and Concrete Testing Report Communication Tower Site Oroville/Juno Site - ATC 8362 Richvale, California Dear Mr. DaCruz: Job No. 11-99034 At your request and authorization, ASR Engineering, Inc. (ASR) has prepared this Foundation Construction Inspection and Concrete Testing Report for the communication tower located on Nelson Avenue, approximately 1.5 miles east of Highway 99 in Richvale, Butte County, California. Prior to the placement of concrete, our personnel observed the drilling of the piers and verified that the depth and diameter of each pier confirmed to the project plans. The reinforcing steel cage was inspected prior to placement in the drilled pier to verify that the reinforcing steel size, spacing, and clearance conform to the project plans. No discrepancies with the project plans and specifications were noted. The concrete 28 -day compressive strength exceeded the design compressive strength of 2500 psi. We appreciate the opportunity to assist you with this project. Should you have questions regarding this report or need additional information, please contact the undersigned at (559) 432-7575. �O R"�OFES N l ORA Respectfully Respectfully submitted, S y y ASR Engineering, I C. � L No. 2073 � Exl, 2 Z A. Saboor Rahim, Ph.D., C.E., G.E., REA. Distribution: Mr. Barry DaCruz (4 copies) sty FOIECNN\q��Q �F OF CAL�F�� 351 West Cromwell Avenue, Suite 106 0 Fresno, CA 93711 • (559) 432-7575 0 Fax (559) 432-7555 FOUNDATION CONSTRUCTION INSPECTION AND CONCRETE TESTING REPORT COMMUNICATION TOWER SITE OROVILLE/JUNO SITE - ATC 8362 RICHVALE, CALIFORNIA 1.0 INTRODUCTION This report presents a summary of the inspections made and the results of tests performed on concrete samples collected during construction of the foundation for the communication tower located on Nelson Avenue, approximately 1.5 miles east of Highway 99 in Richvale, Butte County, California. ASR Engineering, Inc. (ASR) has performed these services at the request and authorization of Mr. Barry DaCruz of Advanced Design Consultants, LLC of Stockton, California. 2.0 WORK SCOPE The objective of performing the inspection and testing services was to provide an independent observation of the construction of the foundation for the communication tower in conformance with the project plans and specifications. The scope of our services included the following: Observing foundation excavation and installation of reinforcing steel. > Observing pouring of concrete and performing slump tests. > Collecting representative concrete samples for compression testing. > Performing compressive strength tests on the collected concrete cylinders. > Preparing this report. 3.0 TOWER LOCATION AND DESCRIPTION The site of the communication tower is located on Nelson Avenue, approximately 1.5 miles east of Highway 99 in Richvale, Butte County, California. The subject site is located near the southeast corner of an agricultural land. Access to the site is provided from Nelson Avenue through a gated driveway. Three pier foundations, each 30 feet deep and 4 feet in diameter were considered for the tower. A minimum compressive strength of 2500 pounds per square inch (psi) at 28 days and a slump of 4.5" ± 0.25" were specified for the concrete. Job No. 11-99034 September 21, 1999 Page 2 4.0 FOUNDATION EXCAVATION Drilling for installation of pier foundation for the tower started on July 2, 1999. At the time of drilling, groundwater was encountered at about 19 feet below surface grade (bsg). Groundwater stabilized at about 18 to 19 feet bsg. At the time of drilling at another site, groundwater was encountered at a depth of 8 feet bsg. Subsequent to encountering groundwater at that location, at the verbal authorization of Mr. DaCruz, ASR contacted Mr. Naser Salem of Tri -Ex Tower Corporation, the project design engineer, regarding the impact of groundwater on the design of the foundation for the tower. Mr. Salem had indicated that their design included consideration of groundwater. Therefore, the groundwater would not have an adverse impact on their design. Furthermore, since concrete was to be placed under water, it was not considered practical to vibrate the concrete at the time of placement. At the request of Mr. Tavelli, ASR had acquired approval of Mr. Salem for the use of a slump of 6" ± 0.25" for the concrete to be used for the tower foundation. Drilling for installation of the foundations started at 6:15 A.M. and completed at 10:50 A.M. Groundwater was encountered at about 18 feet bsg. `Vater and Hydro Mud D were added to the foundation excavation to stabilize the soil. At the time foundation construction, Mr. Bart League, Building Inspector with Butte County Building Division inspected the foundation excavation and reinforcing cage installation. Based on our observation, drilling of the tower foundation was made in substantial conformance with the designed dimensions. 5.0 CONCRETE PLACEMENT AND TESTING Prior to pouring of the concrete, a reinforcing steel cage was placed in each drilled pier foundation. Dobies were attached to the outer surface of the reinforcing steel cage at 7 -foot intervals to provide a minimum of 3" clearance between the cage and the foundation wall. A total of 6 truckloads of concrete were placed in the tower foundations between 11:55 A.M. and 2:30 P.M. The concrete slump was measured to be in the range of 4.2" to 6.2". Four concrete cylinders were collected for compressive strength testing. The cylinders were stored at secure place at the subject site and were transported to the laboratory on July 3, 1999. Concrete cylinders were tested after 7 days and 28 days curing. The 28 -day compressive strength of the concrete was measured to be in the range of 4720 psi and 5340 psi. A copy of the laboratory test results is attached. Based on the test results, the compressive strength of the concrete samples exceeded the design strength of 2500 psi. ASR Engineering, Inc. CAL LABS Project Name ASR Engineering Project # CL99014 Concrete X Mortar Grout Prism Sample Set # 99016 Structure Being Placed : Tower south of Chico/Oroville Area of Placement -. Tower Pier Footing Date of Placement: 7/02/99 Slump: 6" Supplier: Time Sampled: 1:30 PM Concrete Temperature: N/A Ticket #: Sampled By: SR Ambient Temperature: 95F Mix #: Delivered By: SR Air Content: N/A Cement: 6.5 sack Number of Specimens: 4 4110 Date Tested Sample Age in Days Area in Inches2 Diameter in Inches Maximum Load in lbs. Compressive Strength in psi Specified Strength in psi Tested By 07/09/99 7 28.46 6.02 117,000 4110 CA 07/30/99 28 28.37 6.01 134,000 4720 2500 CA 07/30/99 28 28.46 6.02 152,000 5340 2500 CA Notes /\ cam.. -.,. cow. c— _7. Signed, California Associates Laboratories Todd Polvado CE 51110 A.SREngineering, Inc. GEOTECHNICAL • ENVIRONMENTAL December 3, 1999 Mr. Barry DaCruz Advanced Design Consultants, LLC 3436 W. Hammer Lane, Suite E Stockton, California 95219 • CONSTRUCTION TESTING Subject: High Strength Bolt Testing Report Communication Tower Oroville/Juno Site - ATC 8362 Richvale, California Dear Mr. DaCruz: Job No. 11-99034 At your request and authorization, ASR Engineering, Inc. (ASR) has prepared this High Strength Bolt Testing Report for the communication tower located on Nelson Avenue, approximately 1.5 miles east of Highway 99 in Richvale, Butte County, California. We appreciate the opportunity to assist you with this project. Should you have questions regarding this report or need additional information, please contact the undersigned at (559) 432-7575. Respectfully submitted, QRpVESSIOhq ASR Engineering, Inc: �c�0 a pOR F- co A. Saboor Rahim, Ph.D., C.E., G.E., REA. No. 2073 Ext,'? Distribution: Mr. Barry DaCruz (4 copies) F OF 351 West Cromwell Avenue, Suite 106 • Fresno, CA 93711 • (559) 432-7575.o Fax (559) 432-7555 HIGH STRENGTH BOLT TESTING REPORT COMMUNICATION TOWER OROVILLE/JUNO SITE - ATC 8362 RICHVALE, CALIFORNIA 1.0 INTRODUCTION This report presents a summary of the results of tests performed on high strength bolts for the communication tower located on Nelson Avenue, approximately 1.5 miles east of Highway 99 in Richvale, Butte County, California. ASR Engineering, Inc. (ASR) has performed these services at the request'and authorization of Mr. Barry DaCruz of Advanced Design Consultants, LLC of Stockton, California. BCM Construction Company Inc. (BCM) was the project General Contractor. Mr. Dick Hamar was BCM's representative for this project. 2.0 WORK SCOPE The objective of performing the testing services was to provide an independent assessment of the tightness of the high strength bolts for the communication tower in conformance with the project plans and specifications. The scope of our services included the following: ➢ Calibrating the wrenches used by the contractor for testing the tightness of the high strength bolts. ➢ Whenever applicable, determining the torque required for tightening the bolts in conformance with the project plans and specifications. ➢ Observing the bolt tightening operations performed by the contractor. ➢ Preparing this report. 3.0 - TOWER LOCATION AND DESCRIPTION The site of the communication tower is located on Nelson Avenue, approximately 1.5 miles east of Highway 99 in Richvale, Butte County, California. The subject site is located near the southeast corner. of an agricultural land. Access to the site is provided from Nelson Avenue through a gated driveway. The tower is a 185 feet high 3 -legged Tri -Ex type. It consists of 9 moment connections per leg for a total of 27 connections. There were four bolts per connection. Bolt sizes 7/8", 3/4" and 5/8" (ASTM A-325) were used in constructing the tower. 4.0 BOLT TIGHTNESS TESTING Initially, 7/8", 3/4" and 5/8"- bolts were tested in the Skidmore to establish the required torque for their tightening. Ordinarily, 50 percent of the bolts in each connection of the tower legs are tested c Job No. 11-99034 ' December 3, 1999 Page 2 for tightness in conformance with the project plans and specifications. If a loose bolt is encountered in any connection, 100 percent of the bolts in that connection are checked and tightened. Based on the tests performed on the 3/4" and 5/8" bolts, 100 percent of the bolts in the top 6 tiers were tightened. A 600 ft -lb wrench was used for tightening these bolts. Due to insufficient capacity of the wrench for testing the tightness of the 7/8" bolts, a torque multiplier was used for testing the tightness of the 7/8" bolts. Based on the tests performed, 100 percent of the 7/8" bolts in the lower 3 tiers were tightened. The bolt testing and tightening were satisfactorily completed on November 24, 1999. ASR Engineering, Inc. • CiASs Engineering, Inc. r GEOTECHNICAL • ENVIRONMENTAL • CONSTRUCTION TESTING December 3; 1999 Job No. 11-99060 Mr. Barry DaCruz , Advanced Design Consultants, LLC 3436 W. Hammer Lane, Suite E Stockton, California 95219 Subject:. High Strength Bolt Testing Report Communication Tower Gridley Site - ATC 8361 Gridley, California Dear Mr. DaCruz: At your request and authorization, ASR Engineering, Inc. (ASR) has prepared this High Strength Bolt Testing Report for the communication tower located at 46 Ord Ranch Road in Gridley, Butte County, California. We appreciate the opportunity to assist you with this project. Should you have questions regarding this report or need additional information, please contact the undersigned at (559) 432-7575. Respectfully submitted, ASR Engineering, Inc. A. Saboor Rahim, Ph.D., C.E., G.E., REA. Distribution: Mr. Barry DaCiuz (4 copies) OR r I No. 2073 a *k Ext, 6/fm ;q�`�1Jr \OF C 351 West Cromwell Avenue, Suite 106 • Fresno, CA 93711 • (559) 432-7575 • Fax (559) 432-7555 OTOQ� OOIHO KOH 99LTZb£0£S YU WOT IMA 66/OT/7,T i ITO1E HIGH STRENGTH BOLT TESTING REPORT COMMUNICATION TOWER GRIDLEY SITE - ATC 8361 GRIDLEY, CALIFORNIA 1.0 ` INTRODUCTION This report presents a summary of the results of tests performed on high strength bolts for the communication tower located 46 Ord Ranch Road in Gridley, California. ASR Engineering, Inc. (ASR) has performed these services at the request and authorization of Mr. Barry DaCruz of Advanced Design Consultants, LLC of Stockton, California. BCM Construction Company Inc. (BCM) was the project General Contractor. Mr. Dick Hamar was BCM's representative for this project. 2.0 WORK SCOPE The objective of performing the testing services was to provide an independent assessment of the tightness of the high strength bolts for the communication tower in conformance with the project ,plans and specifications. The scope of our services included the following: ➢ Calibrating the wrenches used by the contractor for testing the tightness of the high strength bolts. ➢ Whenever applicable, determining the torque required for tightening the bolts in conformance with the project plans and specifications. ➢ Observing the bolt tightening operations performed by the contractor. A Preparing this report. 3.0 TOWER LOCATION AND DESCRIPTION The site of the communication tower is located at 46 Ord in Gridley, Butte County, California. The subject site is situated near the southwest corner of a farming property, east of State Highway 99. Access to the site is provided from Highway 99 through a driveway. The tower is a 185 feet high 3 -legged Andrew type. It consists of 9 sections with 3 connections per section for a total of 27 connections. The connections consist of non -slip critical type. Bolt sizes 7/8", 3/4" and 5/8" (ASTM A -325) -were used in constructing the tower. The 1-4and 2°d connections, from the ground, were provided with 14 bolts per side of each leg (28 bolts per connection). The 3`� e and 5th connections had 10 bolts per side of each leg (20 bolts per. connection). The e, 7`s, a and 9'h connections had 6 boles per side of each leg (12 bolts per connection). , OOIHO WOO 99LTZ6£0£S M WOI INA 66/OT/7.T ,r December Page 2 a 4.0 BOLT TIGHTNESS TESTING Initially, 7/8", 3/4" and 5/8" bolts were tested in the Skidmore to establish the required torque for their tightening. Ordinarily, 50 percent of the bolts in each connection of the tower legs are tested for tightness in conformance with the project plans and specifications. If a loose bolt is encountered in any connection, 100 percent of the bolts in that connection are checked and tightened. The contractor, using a 15" rachet, checked 50 percent of the bolts in Sections 1 and 2. Wherever a loose bolt was encountered in any connection, 100 percent of the bolts in that connection were checked and tightened. Based on the tests performed, 100 percent of the bolts in Sections 3 through 9 were checked and tightened. The bolt testing and tightening were satisfactorily completed on November 24, 1999. ASR Engineering, Inc. ZTO 1E OOIHO KOO 99LTMOES XV3 W OT IM 66/OT/ZT COUNTY OF BUTTE, DEPARTMENT OF DEVELOPMENT SERVICES -"BUILDING DIVISION 7 County Center Drive roville, California 95965 • Telephone (530) 538-7541 /PERMIT NO. (Rev. 12/96) 'AP . P tICATION AND PERMIT ASSESSOR PARCEL NUMBER 025--200-119 ZONING A 40 BUILDING PERMIT OWNER _ COMMUNICATION -SYSTEMS DEV. ELEnHO g 31AI SQ FT- OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 7488 SHORELINE DRIVE, SUITE B-1, STKTO I - CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER t LENDER'S MAILING ADDRESS I I Fireplace Total Valuation $ ARCHITECT OR ENGINEER ADVANCE DESIGN GROUP, INC. UCENSE�NO. 25.224 Flin Fee $ 20.00 Permit Fee OR GI AL $ 207.25 ARCHITECT OR ENGINEERS MAILING ff,06's BOX 1892BAKERSr'IELD, CA I j� V , P3302 Plan Checking Fee $ BUILDING ADDRESS 46 ORD RANCH ROAD, OROVILLE Energy Plan Checking g Fee $ 1 $ PERMIT FEE $ 227.25 LOT NO. SUBDIVISION'S NAME PARCEL'MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ _Mobilehome ❑ Other I .I SPECIFY ! Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK ' New ❑ Addition ❑ Remodel ❑ Ublifies ❑ Installation ❑ Other ❑ Describe Work: ' ENEWAL OF BP# 97-2422 r Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service E00V OR LESS 200A Oq LESS 23.00 LICENSED CONTRACTOR'S DECLARATION ? I hereby affirm under penalty of perjury that I am licensed under provisions!of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. t,�, f License Class, l•1 / -..�' .!1"t LIC. NO. �! % / .� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, `` will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am ei clusively contracting with licensed 'contractors to construct the project. -;, ❑ 1 am exempt under Sec. Business and Professions Code for this reason . I { Main Service MA TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BUDS_ sD 3.5QFT: NEW CONST. MULTI -OUTLET NON-RESID. CIRCUITS �iG 7.50 POWER APPARATUS i a SINGLE P&A.RA US Ex. Occup. OUTLET OR FIXTURES fl20 p 1.0000 LNS Ex. Occup. °°,5 R .°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will'fhaintain workers' compensation insurance, as required)by Section 3700 of the Labor Code; for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 15AI,,,2 at(wc r -i,,, '" V,a MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number t,.) 904— 1A (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. r� c o",4 d'• Date J,e _15-1o Signature of'Applican`t - ❑ Owner EYContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONSTTYPE TOTAL FEE $ 227.25. 2.A D FEES IMP I FLOOD CDF PARCEL I PD HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated, above for which fees have been paid. By rlylli, VJVI 0 Date PERMIT EXPIRES ON `- Dete " y� �� Receipt No. M, 5� , /�� WHITE-D.D.S.-B.D. CANARY-ASSESSOF PINK -INSPECTOR GOLDENROD -APPLICANT . n 025-200-119 99-2285 COMMUNICATION SYSTEMS DEV. 46 ORD RANCH ROAD, OROVILLE CONTR: ADVANCE DESIGN GROUP 1ST RENEWAL OF BP# 97-2422 OFFICE COPY Address GAS Meter By ELECTF Meter By a' 02/x/ Job No. 11-99060 December 3, 1999 Page 2 4.0 BOLT TIGHTNESS TESTING Initially, 7/8", 3/4" and 5/8" bolts were tested in the Skidmore to establish the required torque for their tightening. Ordinarily, 50 percent of the bolts in each connection of the tower legs are tested for tightness in conformance with the project plans and specifications. If a loose bolt is encountered in any connection, 100 percent of the bolts in that connection are checked and tightened. The contractor, using a 15" rachet, checked 50 percent of the bolts in Sections 1 and 2. Wherever a loose bolt was encountered in any connection, 100 percent of the bolts in that connection were checked and tightened. Based on the tests performed, 100 percent of the bolts in Sections 3 through 9 were checked and tightened. The bolt testing and tightening were satisfactorily completed on November 24, 1999. ASR Engineering, Inc. t MASONRY WALLS ! N E S W 1st Lift 2nd Lift 3rd Lift. 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Property) Gypsum Board 1st Layer 2nd Layer Walls Ceilin s COMMERCIAL 025-200-119" T -PERMIT #97-2422B COMMUNICATION SYSTEMS 46 Ord Ranch Rd., Oroville 'New Wireless Communications Tower i /6`30-9`, TOSPF�To�-D is �=4vI(zIs V=OK O=Not OK = Not Applicable Not Ready COMMERCIAL = Date UNDERFLOOR (Plans) OK except #'s Date ' FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 46. Hangers -Post Caps -Anchors -Connectors 2. Fig., Main; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall-Doors-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. (NOTE: An entry must be made each time you visit the job site) 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic 0 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancv time you visit the job site) GEOTECHNICAL ENGINEERING REPORT for a STEEI. LATTICE COMMUNICATION TOWER ATS SITE BU -211 46 Ord Ranch Rd. Gridley, California Prepared for: Communication Systems Development, LLC. 7488 Shoreline Drive, Suite B-1 Stockton, CA 95219 ESSIp\ 0) , _' Exp. 1M-97 October 21, 1997 � FOFCA�,��s Robert Young & Associates GEOTECHNICAL & STRUCTURAL ENGINEERING FOR SAFE, ECONOMICAL STRUCTURES I M TABLE OF CONTENTS 1. INTRODUCTION 1.1 Project Description 1.2 Scope of Investigation 2. SITE INVESTIGATION 2.1 Surface Conditions 2.2 Seismicity 2.3 Subsurface Conditions 3. DISCUSSION AND RECOMMENDATIONS 3.1 Site Preparation 3.2 Type of Foundation for Tower 3.3 Design Parameters for Tower Foundation 3.4 Building Foundations 3.5 Slabs -on -Grade 3.6 Trench Backfill 3.7 Engineered Fill 3.8 Drainage 3.9 Settlement 3.10 Temporary Slopes 4. CONSTRUCTION OBSERVATION S. LIMITATIONS PLATES: 1. Site location 2. Site Plan 3. Uniform Soil Classification 4. log of Exploratory Boring 1. INTRODUCTION This report presents the results of a geotechnical investigation for a proposed communications tower to be located northwest of the town of Gridley in Butte County, California. The purpose of the investigation was to evaluate the surface and subsurface soil materials and based on these findings to recommend the type of foundation and relevant engineering parameters to be used in the design of the foundation. This report includes the results of the site reconnaissance and analysis and the resulting recommendations. 1.1 Project Description The project consists of the erection of a 180 foot high maximum, three legged, steel lattice communication tower and associated structures. No other site work is planned. Plate 1, "Site Location" shows where the project site is located relative to the town of Gridley, Highway 99, and other county roads; the street address of the site is 46 Ord Ranch Rd., Gridley, California. Plate 2, "Site Plan" shows the location of the geotechnical testing relative to the proposed lease site, U.S. Highway 99, Ord Ranch Road, an existing residence, and property lines. 1.2 Scope of Investigation The scope of this investigation consisted of the following: 1. A review of available geologic maps and literature to identify any geological or seismic features that could affect the project. 2. A surface reconnaissance of the site to further identify features that could affect the project. 3. A subsurface investigation consisting of logging and sampling of one exploratory boring excavated near the proposed tower site. 4 Laboratory testing of samples taken from the exploratory boring, consisting of classification tests to predict engineering behavior. S'. The preparation of this report. This report was prepared in accordance with generally accepted soils and foundation engineering practices applicable at the time the report was prepared. No other warranties either expressed or implied are made as to the professional advice provided. The recommendations made are based on our observations during the surface and subsurface investigations and laboratory test results. The scope of this investigation did not include any environmental assessment or investigation for the presence or absence of wetlands, hazardous or toxic materials in the soil, surface water or groundwater. 2. SITE INVESTIGATION The subsurface investigation was performed on October 18, 1997. The investi- gation consisted of drilling one exploratory boring with a B-61 drill rig. The depth of the exploratory boring was 25.5 feet. The materials encountered in the boring were sampled using a 2 inch I.D. split spoon sampler with brass inserts, driven 18 inches using a 30 inch drop from a 140 pound hammer. The blow counts for the last 12 inches were recorded, converted to standard penetration resistance, and shown on the boring log. The samples were logged and classified according to the Unified Soil Classification System (Plate 3). When over 50 blows were counted for less than 6" of penetration, the inches of penetration were noted. Pocket penetrometer readings were taken where appropriate and the results shown on the log. The location of the exploratory boring is shown on Plate 2. (The location shown is not based on survey and is therefore approximate.) Detailed descriptions of the materials encountered in the boring are presented on the boring log, Plate 4. 2.1 Surface Conditions The site for the three legged tower was located at the southwest corner of a relatively level residential parcel; Highway 99 defined the western boundary of the parcel and Ord Ranch Road the northern. At the time of the investigation,the lease site was covered with medium height brown and green grass. 2.2 Seismicity A relatively short unnamed active fault lies 12 miles northeast of the site. A Shear Fault Zone lies 12 miles east of the site and there are several unnamed faults located 6 miles north, 14 miles northeast, 16 miles southwest, and 19 miles west of the site. These are classified as Pre -Quaternary faults (no movement within the last 2 million years), . Faults in this category should not be considered dead. Fault Map of California, Charles W. Jennings, California Division of Mines and Geology, 1975 Geotechnical Report for ATS Site Bu -211 /Page 2 Evidence of recent movement may not have been observed or it may be covered by younger rocks or deposits. Our field investigation did not uncover any evidence of fault movement. The 1994 Uniform Building Code shows the site in Seismic Zone 3. 2.3 Subsurface Conditions The subsurface soil encountered in the exploratory boring consisted of a slightly moist, hard to firm, clayey silt to a depth of 10 feet. Underlying that was a wet, loose, silty sand to a depth of about 18 feet. Below that was a moist, hard, silty clay which extended to the maximum depth explored of 25.5 feet. Groundwater was encountered at 10 feet. It should be noted that groundwater conditions may fluctuate depending on rainfall and/or runoff conditions not apparent at the time of this investigation. 3. DISCUSSION AND RECOMMENDATIONS Based on the results of the field investigation, laboratory testing, analysis and our understanding of the project, from a geotechnical standpoint the project may be developed essentially as planned. Detailed recommendations follow. These recommendations are based on the subsurface conditions encountered at the location of the boring and should not be extrapolated to other areas or used for other facilities without our prior review. 3.1 Site Preparation If any accessory structures are to be constructed with the tower, site area should be stripped of any vegetation and/or organic material (estimated stripping depth is 3 inches). This area should then be scarified to a minimum depth of 8 inches, moisture conditioned to near optimum moisture content and compacted to at least 90 percent of the maximum dry density as determined by ASTM D1557. 3.2 Types of Foundation for Tower The types of foundation recommended for the proposed tower are either 1) a reinforced concrete mat bearing on the native soil at a depth of at least 18 inches below the surface or 2) one drilled and poured in place caisson under each of the three legs of the lattice tower. Each caisson should be designed to resist uplift and downward forces as well as lateral forces from tower loading. (Drilling a caisson Geotechnical Report for ATS Site Bu -211 /Page 3 below a depth of about 10 feet may be difficult due to loose silty sand below the water table.) The foundation parameters to be used for design are shown in section 3.3 below. 3.3 Design Parameters for Tower Foundations a. Caisson skin friction (allowable): For both uplift and downward loading: 500 pounds per square foot for long term dead and live loading 650 pounds per square foot for short term loading including wind and seismic Neglect upper five feet of skin friction for either uplift or downward loading. b. Allowable Foundation Pressure below depth of 10 feet 2500 pounds per square foot for dead load 3000 pounds per square foot for dead plus live load 3 500 pounds per square foot for all loads including wind and seismic (Note: Caisson foundations should be designed using skin friction or direct bearing but not both) c. Allowable lateral fluid pressure Surface to 30.0 feet below surface: 200 pounds per square foot for dead load 250 pounds per square foot for dead plus live load 300 pounds per square foot for all loads including wind and seismic d. Allowable bearing capacity at a minimum of 18 inches below the surface: 1500 pounds per square foot for dead load 1750 pounds per square foot for dead plus live load 2000 pounds per square foot for all loads including wind and seismic Note: the bearing surface of the mat foundation should be moisture conditioned to near optimum moisture content and compacted to at least 95 percent of the maximum dry density as determined by ASTM D 15 57. e. Lateral sliding resistance for either native soil or compacted fill: 0.35 Geotechnical Report for ATS Site Bu -211 /Page 4 3.4 Building Foundations Any proposed building structures may be supported on conventional reinforced concrete continuous wall and isolated column footings which bear on the native materials or on engineered fill. Footings may be designed using an allowable bearing capacity of 1500 pounds per square foot (psf) for dead loads, 1750 psf for long term live loads and 2000 psf for short term loading due to wind or seismic forces. Any building foundations should be a minimum of 12 inches wide and be at least 12 inches below finished adjacent grade. 3.5 Slabs -on -grade Concrete slabs -on -grade may be placed directly on native soil prepared and compacted to the requirements of section 3.1 of the geotechnical report or on engineered fill prepared to the requirements of Section 3.7 below. Slabs should be supported on at least 4 inches of drain rock or pea gravel to provide a capillary break for underground moisture. If the slab will have moisture sensitive floor covering it should be underlain with an impermeable membrane that is placed over the drain rock. This vapor membrane should be covered with two inches of clean fine sand to provide membrane protection and promote uniform slab curing. Minimum slab reinforcing should be 6 x 6 10/10 mesh or #3 rebar at 24 inches on center. 3.6 Trench Backfill Native or imported soils may be used for trench backfill; rocks greater than one inch in maximum dimension should not be used within 12 inches of any utility line. All trench backfill should be moisture conditioned to near optimum moisture content, placed in lifts less than 8 inches in loose thickness and compacted to at least 90 percent of the maximum dry density as determined by ASTM D1557. The upper 6 inches of any areas supporting footings, concrete slabs or pavements should be compacted to 95V6. 3.7 Engineered Fill The materials encountered in the boring should be suitable for engineered fill. If imported fill is used it should be free of organic material and debris, evenly graded, less than 6 inches in maximum dimension and non -plastic (plasticity index less than 15, liquid limit less than 30). Any imported fill materials should be tested and approved by the engineer prior to use. Geotechnical Report for ATS Site Bu -211 /Page 5 All fill material should be moisture conditioned to near optimum moisture content, placed in lifts less than 8 inches in loose thickness and compacted to at least 90 percent of the maximum dry density as determined by ASTM D1557. The upper 6 inches of any areas supporting footings, concrete slabs or pavements should be compacted to 95%. Jetting should not be used for compaction. 3.8 Drainage Final grading should leave 2% minimum gradients away from foundations. 3.9 Settlement Post construction settlement of either the caisson or mat foundations for the lattice tower or the spread footings for other structures should be less than 1/4 inch. 3.10 Temporary Slopes Temporary slopes in the native soil should not exceed one -and -one half horizontal to one vertical (ie 1.5:1). 4. CONSTRUCTION OBSERVATION Variations in subsurface conditions are possible and may be encountered during construction. In order to permit correlation between the subsurface data obtained in our investigation and actual subsurface conditions encountered during construction and to assure conformance with the plans and specifications, a civil or geotechnical engineer should observe the foundation excavation prior to placement of concrete and reinforcing steel. We also recommend that we review the final design documents in order that the recommendations be properly implemented. 5. LIMITATIONS The recommendations presented in this report are based on field observations, laboratory testing and our understanding of the project. We request that we be notified immediately if any subsurface conditions are encountered during construction that differ from those described in this report so that we can review them and make any appropriate changes. Also, if the scope of the project or location of the foundation changes from that described in this report, we request that we be notified. Geotechnical Report for ATS Site Bu -211 /Page 6 ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: CSD/ ATS Site Bu -211 563 Idaho Maryland Road, Grass Valley, CA 95945 ITEM: Site Location (916) 477-2864 DATE: 10/21/97 PLATE: 1 OF 4 - RD. 9� .�- OR' ,NEIL—LIIOrYBRADFORD NELSON ___J AV. ; D p�uslnN 5.5OROV4LE AV 'aE Bz 0oci 4 o f \�'i o. 3 EL. I'M NCC. ARF, _ThermalitoR - .' EL. 771 I RICHVALEHWY b¢ Riclivale 3 14 S• �onOvnLED M BLVD. .l OPO OLIVE �i Arnl•...o Uroville a c 1 i c 2 t 21 ORO _ 4UN cGr•ns7. EH. REARE I •AIRVOR,,��gg EL. I]B C "� 2 9 3 A 2 1 21. z oaOvgxF E .' Thermalito 7 �o 4 1 �) BUTTE CITY HWY. A(terbayo E I VISTA 4Fq E wY4NW�. 6 I 2 %�NEIGP\ 2 0 IR PD. ?o 'PO W. HAMILTON_ RD 3 ._...._ E. HAMILTON `� A- m 3 d•. .E P , Wyandotte s (, \ x Lr AD a 5 a c = 3 d EL. en `i 3io, 0 3.5 E RIO ;OROVILLE PALERMO 3 RD JS es GRUB RD. r AFTON RD. ORD ¢ 1 BONITO RD. 1WELSH WIL UFE AREAS Palerm EL 15! ' o PROPOSED EIWW BST. AT = HWY. East Blggs o� N _ r[LD 5 'I LEASE SITE 3.5 e - 4 ORD RANCH PDLN. cox LW. F F. LIVILY1 rcO m'Rr 9 Q w % - R` ¢Gildley3 EL97 GRIDLE 3 RD. z ¢ 4 0 z � /ci COLUSAHWY d 6 .5.5 . > 2 m 3• c(I �1 0 W. LIB[R1Y ------- ¢ RD. RD.( SXE6 ON AV. CENTRA HOUSE RD. 1 m sS _ _: GREY LODGE I , W. EVANS REIMERI -- c RD. = - E. AONARD li` EVANS 3 % MIDDLE HONCUI RD:, Rel EL 106 v - LA YOL01 Honcut WATERFOWL MANAGEMENT I z' o LS < ` REIMER O RD. S CAMP1111 3 / • ' E FI ' • AREA o: , C HONGU 1 qD O N RtJ%�•/. ___- z � 5 6 ; i LOWER, C\i - y StIfT I? — - � (().m (—(� LUCKEHE R0. -- �`` — - /sir �y//��Q t NTS - -rc� BHnE • IVIERa RD fRU11LPr IDKA NORTH Pennington 13 Y I a 2.3 W!A _ PENNINCTON RD. dUak RCN[ % 9 E, RAMIRF RD. i J EL 70 o' ..I SUTTER BUTTES �� PASEO EL 1676 Ci,, Q AV. I c a t ,'. I: q'� a• NOR1MBUrrE p p EL eel rq� l CLARK r �V' RD. MAGNOL A E r� r0 `,` 15 . 1 ` EL. IIW 'PO ') s 6' y 'g �J • sratur p p p E1. 1665 EL 1698 r ENCINAI AD ' \ 5 KIBBr RD.J VI WOODRUFF sOYrNBUTTE I� HALLWODO S \ It St. � EL.711r AXIr n EAGER 6 A ,l•\'� 1 ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: CSD/ ATS Site Bu -211 563 Idaho Maryland Road, Grass Valley, CA 95945 ITEM: Site Location (916) 477-2864 DATE: 10/21/97 PLATE: 1 OF 4 ORD RANCH ROAD Ex#SnNC RESIDENCE Iw I O+ I tto o 0 t APN 02:5-200-119 0 v 23.90 ACRES _ N O 2 ti Q vi PROPOSED SITE 2g' �+- 60'■e0' I x.900 S0. Ir r. -, Approximate Location NTS of Exploratory Boring 25' APN 025—P-00-118 APN 025—z00 -08a ORIGINAL SITE PLAN PROVIDED BY CSD ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: CSD/ ATS Site Bu -211 563 Idaho Maryland Road, Grass Valley, CA 95945 ITEM: Site Plan (916) 477-2864 DATE: 10/21/97 PLATE: 2 OF 4 MAJOR SUBDIVISIONS GROUP SYMBOLS TYPICAL DESCRIPTIONS COARSE- GRAINED GRAVEL AND GRAVELLY SOILS CLEAN GRAVELS (LITTLE OR NO FINES) ;;;% ;;;; ; LOG OF EXPLORATORY BORING DATE: 10/18/97 LOGGED BY: BP DRILLING EQUIPMENT: B-61, with Hollow Flight Auqers SITE: ATS Site Bu 211 0 o U � � z 41� o a � I Depth N C V (n tnl T 0 —T 34 110 3 6112.61 5.0' 9 116.91 "'0' — 1 42 18.3 s.o'— 50 1 20.0' — 12.0 /I 125.0'— 6 21.2 Description of materials and notes Brown, clayey SILT (ML) with sand slightly moist, hard firm Pocket Penetrometer > 4.5 TSF Pocket Penetrometer = 1.0 TSF Q groundwater at 10' Grey, silty SAND (SM) wet, loose medium grained Grey, silty CLAY (CL) moist, hard brown, very stiff Pocket Penetrometer > 4.5 TSF Pocket Penetrometer = 2.0 TSF TOTAL DEPTH= 25.5 feet free water encountered at 10' Z= Sample Taken ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: CSD/ ATS Site Bu -211 563 Idaho Maryland Road, Grass Valley, CA 95945 ITEM: Log of Exploratory Boring (916) 477-2864 DATE: 10/21/97 PLATE: 4 OF 4 Doi SABRE COMMUNICATIONS CORPORATION 2101 MURRAY STREET • P.O. BOX 658 • SIOUX CITY, IOWA 51102 TELEPHONE: (712) 258-6690 0 FAX: (712) 258-8250 March 11, 1998 Mr. Rick DaCruz CSD, Inc. 1755 W. Hammer Lane Suite 12 Stockton, CA 95209 Dear Mr. DaCruz: 01"GIA - 14t In response to the Butte County Building Department Plan Checklist, the following explanations apply: The tower design calculations provided have been produced in accordance with the TIA-EIA-222-F-1996 design standard. This is the industry standard for design of telecommunications structures. The current EIA standard allows for a 1/3 increase for short duration loads (wind and seismic). The standard addresses the allowable increase in section 3.1.1.1 for structures under 700 ft. in height. Load combinations allowing this increase are defined in section 2.3.16. The current caisson foundation design has been arrived at using geotechnical information reports provided by Robert Young and Associates of Stockton, CA. The ultimate skin friction value of 1400 psf is obtained by multiplying the allowable skin friction given in the soils report of 750 psf by 2.0 and then reducing the ultimate value by 100 psf for an additional factor of safety. The total allowable vertical resistance is arrived at by multiplying the total ultimate skin friction (in psf) for ,the appropriate areas of the caisson (in sf) and dividing the total by the safety factor of 2.0. Then the weight of the concrete caisson is calculated using the desired weight of concrete and the total divided by the factor safety of 1.25. The weight of the concrete and the skin friction resistance is then added and the total allowable uplift resistance is arrived at. ANTENNA SYSTEMS, HF, UHF, VHF - TOWER SYTEMS BOTH GUYED & SELF SUPPORTING FOR MICROWAVE, CELLULAR, BROADCAST, CAN & SPECIAL APPLICATIONS - PREASSEMBLED BUILDINGS IN ALUMINUM, FIBERGLASS, STEEL & CONCRETE - STRUCTURAL ANALYSIS - ANTENNA/TOWER INSTALLATION - WORLDWIDE FIELD SERVICES - INSPECTION & MAINTENANCE Mr. Rick DaCruz March 11, 1998 Page 2 The compression capacity was met by using an allowable skin friction of 900 psf per the same soils report, and summing the resistance to compression in the same method as above for the area of the caisson involved. The soil parameters below a 10' depth indicated good end bearing capacities in the range of 3000 to 4000 psf depending on load condition. The end bearing and skin friction values act together in resisting the compressive force. A factor of safety of 2.0 is used. Please contact our office if you have any questions. Sincerely SABRE COMMU ATIONS William Garret Design Engineer ANTENNA SYSTEMS, .HF, UHF, VHF - TOWER SYTEMS BOTH GUYED & SELF SUPPORTING FOR MICROWAVE, CELLULAR, BROADCAST, CAN & SPECIAL APPLICATIONS - PREASSEMBLED BUILDINGS IN ALUMINUM, FIBERGLASS, STEEL & CONCRETE - STRUCTURAL ANALYSIS - ANTENNA/TOWER INSTALLATION - WORLDWIDE FIELD SERVICES - INSPECTION & MAINTENANCE 21'-0" FIELD NOTES: 1.) PART NUMBER ON THE LEG IS LOCATED AT THE TOP OF THE LEG. 2.) STEP BOLT LEG PART NUMBERS ARE THE SAME AS THE LEGS SHOWN EXCEPT THAT THEY END WITH A (S). 3.) SEE TOWER MASTER FOR LEG AND BRACING SIZES USED. 7. 1 6 1 ------ RINGFILL, 318 THICK — 3/4 0 560093 6. 6 1 ------ BOLT, 3/4 X 2 1/2 A325 W NUT & LKW 500179 5. 24 ------ BOLT, 1/4 X 2 1/4 A325 W NUT & LKW 500194 4. 6 291522-41 DIAGONAL, ANGLE 4 X 4 X 3/8 291522-41 3. 6 291521-41 DIAGONAL, ANGLE 4 X 4 X 3/8 291521-41 ITEM OTY. DWG. N0. DESCRIPTION PART NO. BRACING MATERIAL -- HEAVY 2701 7. 6 ------ RINGFILL, 3/8 THICK — 3/4 0 560093 6. 6 ------ BOLT, 3/4 X 2 1/4 A325 W NUT & LKW 500194 5. 24 ------ BOLT, 3/4 X 2 A325 W NUT & LKW 500124 4. 6 291522-40 DIAGONAL, ANGLE 4 X 4 X 1/4 291522-40 3. 6 291521-40 DIAGONAL, ANGLE 4 X 4 X 1/4 291521-40 ITEM OTY. DWG. NO. DESCRIPTION PART NO. I Z. I Ta I ------ I OUL,, WYLHA N a/o A. D I/c ,vcD VV/NUI ac LR17 I DUU.34y 1. 1 3 1 291520—JD I LEG, PIPE 8 5/8 O.D. X .594 WALL 3707a 291520—JD 0 0 ALL 011104SIONS INCLUDE Nit,, FINISHES AND ARE IN INCHES sh0ll not TOLERANCES' FRACTIONS t 1/37 in whole ANDLES 3 1/2 DEC. TOLERANCES DO NOT APPLY whatsoever IMA DECLS 2 .01a' TO RAW MATERIAL at Sabre WALL X OWG. N0. I DESCRIPTION PART NO. SPECIAL BASE LEG MATERIAL '91520—LLB BASE LEG, PIPE 6 5/8 O.D. X .280 WALL 2402# 291520—LLB 91520—LHB BASE LEG, PIPE 6 5/8 O.D. X .432 WALL 2975(/ 291520—LHB 91520—HLB BASE LEG, PIPE 8 5/8 O.D. X .322 WALL 2935(/ 291520—HLB 91520—HHB BASE LEG, PIPE 8 5/8 O.D. X .500 WALL 3821# 291520—HH DWG. NO. DESCRIPTION PART NO. BASE LEG MATERIAL SABRE COMMUNICATIONS SIOUX CITY, IOWA Np 20 FT. TOWER SECTION MODEL SYL g d herg"s the sole SECTION 15 Communications iles a trade secret SIZE DRAWING NO. REV Code Ch .pie 550 and ,, B S 3 T L- S 15 3 ted, Copied Or used DATE 12 10 96 1 for Ony purpose prior written consent DRAWN BY RWM SCALE SHEET :otions Corporation. CHECKED BYJ DLW NONE 1 OF 1 16 A TnM A &T 1 wi SECTION A—A NOTES ASSEMBLY 1. PIECE MARK LEG W/OUT STEP CLIP 291520—HH PIECE MARK LEG W/STEP CLIP 291520—HHS 2. SEE DWG. 90A0218 FOR STEP CLIP PLACEMENT WHEN REQUIRED. 3. FINISH: HOT DIP GALV. PER ASTM A123. TOTAL BLACK STEEL WEIGHT W/CLIPS 1 1089.7// ALL DIMENSIONS INCLUDE FINISHES AND ARE IN INCHES TOLERANCES: FRACTIONS t 1/3r ANGLES t 1/2 DEC, TOLERANCES DO NOT APPLY DECIMALS 2 .01O' TO RAM MATERIAL 6. 2 37A3869 PLATE, GUSSET 3 8 X 4 X 0'-6 3/4 5.ep 5. 2 37A4391 PLATE, GUSSET 3/8 X 4 X 0'-5 3 4 4.ep 4. 1 2 1 37A4386 I PLATE. GUSSET 3/8 X 4 X 0'-7 13/16 1 6.6p G. NO. I DESCRIPTION I BLK. WT. SABRE COMMUNICATIONS SIOUX CITY, IOWA TOWER SERIES S3TL SECTION 15 WELDMENT, LEG ASSEMBLY reniis the sale mmunicalions a trade secret e ph. 5or and copied m used r any purpose r �nllen co11sa11 1s Corporation. SIZE B DRAWING N0. 291520 -HH REV 0 DATE 4/22/9, DRAWN BY I RWM CH=ED BY DLW SCALE SHEET' 2 7/8 CJ1-13/16 o NONE 1 OF 1 r } &f;XI<.raZarl& ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 15, 1998 Butte County Attn: Mr. Dave Kellogg 7 County Center Drive Butte, California 95965 RE:0 Special Inspections Central Wireless Partnership Project 185' Lattice Tower 46 Ord Ranch Road Gridley, California Mr. Kellogg, Site Reference Number: csdBU-211 Site Name: Gridley Parcel Map APN: 025-200-119 In accordance with the request of Rick DaCruz of Communications Systems Development, we are submitting our procedures for the special inspections that will be performed at the above -referenced project. As you are aware, the Uniform Building Code requires certain inspections be performed during the structural operations. The following is a list of special inspections which our firm has been requested to perform on the upcoming project. Concrete Inspect the placing of concrete. This will include the inspection of the forms for cleanliness and clearance, and the inspection of the reinforced steel placement before the concrete pour. Compressive strength tests on concrete cylinder samples will be performed. Reinforcement Inspection of reinforcement steel before concrete pour. Inspection shall consist of Steel confirming the anchor bolt clearance, placement, size and number used. This includes caisson reinforcement inspection for conformance with approved plans and specifications. Caisson and Visual observation of pier excavation during drilling operations. Foundation Installation High Strength Typically, bolt torque inspections are performed after bolt operations. The Uniform Bolt Inspection Building Code 306 requires low indicator washers or break -off bolts or on-site testing with a Skidmore tester. Field Welding Full penetration and multi -pass welds shall be continuously inspected and ultrasonically inspected after welding is completed. Site visits for fillet welding should be conducted twice daily to ensure proper welding and joint fit ups are .correct. Shop Welding Perform material, filler metal and welding certifications verifications. Welds consisting of fillet welds should be inspected periodically. Multi -pass welding and full penetration welds shall be continuously inspected during welding and ultrasonic inspection provided after welding in completed. Offices Serving The Western United States 215 West Dakota Avenue • Clovis CA 93612 • (209) 348-2200 • (800) 800-0711 • Fax: (209) 348-2201 csoan,,.ox SNe Refemee Number: csdBU-211 The qualifications for our special inspector(s) who will be performing the inspections are enclosed. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIA , Bob Singley Project Manager Testing & Inspection Division BS\ccg Attached cc herewith Rick DaCniz, CSD Kram do Axrodafts, tw. . offices Servi % The westem United States CSISWII.DW 04/21/1998 15:08 9165642222 KRAZAN SACRAMENTO PAGE 02 vwxurtis K. Siggard Regional Manager -Northern Califomia AREAS OF Geotechnical Services Materials Testing EXPERTISE Construction Inspection EDUCATION AND Bachelor of Science, Design Engineering Technology ACCOMPLISHMENTS Brigham Young University, Provo, Utah PROFESSIONAL AFFILIATIONS AND International Conference of Building Officials, Professional Member CERTIFICATIONS PROFESSIONAL EXPERIENCE 1997 to Present Northern California Regional Manager, Krazan & Associates, Inc. Responsibilities include: Business development, supervision of department managers. 1997 to Present Adjunct Faculty Member, Los Rios Community College District Responsibilities include: Instructor of 'Concrete Principles and Inspection Member of a curriculum development committee. 1992 to 1997 Vice President, Administrative Services, LRA Engineering. Responsibilities include: Senior project manager, business development, supervision of office and field personnel. he-Kxazan 04/21/1998 15:08 9165642222 KRAZAN SACRAMENTO PAGE 03 Page No. 2 Kurds K. Siggard CONTINUING EDUCATION 29 CFR 1910.120, Health and Safety Training for Hazardous Waste workers. Safety and health Standards for the Construction Industry_ Concrete Quality and.Field Practices. Client Acquisition and Retention. Strength Design of Masonry. 4 x zan 04/21/1998 15:08 9165642222 KRAZAN SACRAMENTO PAGE 04 yr®n "Kip" Williamson Director of Quality Control AREAS ®F American Welding Society CWI, OC1-83120201 EXPERTISE ASTN Level I & II Ultrasonic Inspector U.S. Navy MIL -STD 271 Penetrant, Magnetic Particle and Radiographer - Inspector [CBO Reinforced Concrete Special Inspector No. 89-29253-88 1CBO Structural Steel & Welding Special Inspector No. 44171 Mil -Std 271 Penetrant, Magnetic Particle, Radiographer II Troxler Nuclear Gauge Certification PROFESSIONAL AFFILIATIONS AND CERTIFICATIONS WABO Registered ASNT International Conference of Building Officials American Concrete Institute U.S. Naval Reserve American Petroleum Industry The Asphalt Institute Building Industry Association of Kern County Kem County Builders Exchange PROFESSIONAL EXPERIENCE 1984 to Present Staff Engineer, Area Manager for Kern and Tulare Counties, Krazan & Associates, Inc.. Bakersfield, California. Supervises and coordinates work for staff of technicians and Special Inspectors in areas of compaction testing, concrete inspection, masonry inspection, structural steel testing and welding inspection. Develops cost estimates and proposals for multi and single phase projects. 1982 to 1984 Steel Department Supervisor, B.C. Laboratories, Inc., Bakersfield, California. Performed steel and welding inspections for Kern County areas. Conducted testing for compaction, masonry and concrete inspection. 1974 to 1982 Welding Inspector, U.S. Navy. Performed welding forvarious ships in repair and new construction phases. Performed non-destructive testing for nuclear and non-nuclear piping and hull systems. CONTINUING EDUCATION _,mKrazan 04/21/1998 15:08 9165642222 KRAZAN SACRAMENTO PAGE 05 Page No. 2 Byron "Kip" Williamson December 1990 Imoroving Public Works Construction InsnectionsSkills University of WisconsinMadison, Wisconsin June 1990 Asphalt Pavements Materials Design Constructs n Maintenance_. Rehabilitation Asphalt Institute May 1990 W ldina Safely $ Health Seminar American Welding Society February 9990 Radiation Safe y Training & Management Stan A. Huber Consultants Inc. March 1989 Soil ComoactiQn Techniques Budlinger & Associates AAarch 1989 Visual Inspection orksho American Welding Society November 1988 Weldiocl Structural Design American Welding Society October 1986 ]]3P Lincoln Electric Structural Qesian Seminar Lincoln Electric December 1984 Architecture 4 - "Building Codes" .Bakersfield College Bakersfield, California November 1984 Di. I Steel Code Clink , American Welding Society April 9983 ASME Section IXCgde Seminar Weld Consultants --Kxazan 04/21/1998 15:08 9165642222 KRAZAN SAtpaMENTO PAGE 06 Ted Fischer, Jr. Testing and inspection Division Manager Soil Testing and Inspection AREAS ®F Asphallt Concrete Testing and Inspection Structural Concrete Testing and Inspection EXPERTISE Structural Masonry Testing and lnspecdon Fireproofing Inspection EDUCATION AND AS Degree, Forestry Engineering, 1981 ACCOMPLISHMENTS international Association of Building Officials (wASO) Member International Conference of Building Officials (ICSO) Member PROFESSIONAL AFFILIATIONS AND CERTIFICATIONS American Concrete Institute (ACI) Grade I Certification International Conference of Building Officials (1C80) • Certified Inspector- Reinforced Concrete • Concrete Inspector Level II • Masonry Inspector Level 11 Washington Association of Building Officials (WASO) • Certified Inspoctor o Reinforced Concrete • Laboratory Supervisor. ASMI Level 11 Certified Inspector, Sails, Concrete, and Masonry Troxler Certified Radiological Safety and Gauge Operations, Radiation Safety Officer PROFESSI®NAL. EXPERIENCE Aug 1996 t® present Responsibilities California and Nevada Regional Manager, Krazan & Associates, Inc. Responsibilities Include supervision of the production of projects in the Geotechnical, Environmental, and Construction Materials Testing and Inspection fields. Mr. Fischer has broad experience in structural and construction materials testing project management. r Feb 1993 to July 1996 Pacific Northwest Area Manager, Krazan & Associates, Inc. Responsibilities Include field and laboratory testing and inspections; including soils, asphaltic concrete, structural concrete and structural masonry for various projects. Schedules and oversees technicians in Washington areas. ,Jun 1992 to Feb 1993 Assistant Office Manager/Senior Inspector, The Twining Laboratories, Inc. Responsibilities included field and laboratory testing and Inspections, including soils, asphaltic concrete, Suuctural concrete and structural masonry and assisting supervisor with supervision and dispatching of personnel, report generation, estimating and client coordination. CA 9'Krazan 04/21/1998 15:08 9165642222 KRAZAN SACRAMENTO PAGE 07 Page No. 2 Ted Fischer, Jr. Jan 1992 to Jun 1992 Civil Laboratories Manager, North American Technical Services. Performed field and laboratory testing and inspection work including soils, structural concrete and structural masonry. 1985 to 1992 Field Technician/Civil Laboratory Manager, United States Testing Company, Inc_ Performed duties of supervision and dispatching of personnel, client coordination, report generation and estimating. Field and laboratory testing and Inspection duties 'included soils, structural concrete, structural masonry and hydrostatic tesUng of high pressure water lines. Q-2 az Kra --n-- 04/21/1998 15:08 9165642222 kRAZAN SACK' MENTO PAGE 08 Norman Akana Senior Special lnspector/Field Supervisor AREAS OF Structural Masonry Testing and !nspect cn EXPERTISE Structural Steel Testing and Inspection Welding Inspection Reinforced Concrete Testing and inspection Asphaltic Concrete inspection EDUCATION AND Wilrick Institute of Technology, N. Highlands, California ACCOMPLISHMENTS IC80 Special Inspections American River College, Sacramento, California Apprentice Carpentry Program, 1986 PROFESSIONAL - CERTIFICATIONS Intemational Conference of Building Officials (IC80) Certified Inspector - Structural Masonry #66905 • Certified Inspector- Structural Steel/Welding #67722 • Certified Inspector - Reinforced Concrete #59268 American Concrete Institute (ACI) Concrete .Field Testing Technician Grade 1 Troxler Nuclear Gauge Certificate PROFESSIONAL. EXPERIENCE 4990 to Present Special Inspector, Krazan &Associates, Inc. Responsible for reinforcing steel testing and inspection, field sampling and inspection of structural concrete, masonry, structural steel, and welding to verify conformance with the appropriate ASTM, ICBO, ACI and AWS specifications, as well as project requirements. CONTINUING EDUCATION Training for the Use of Nuclear Testing Equipment Cincluding Radiological Safety and Gauge Operation) Troxler Electronic Laboratories, Inc. Rancho Cordova, CA a xazan 04/21/1998 15:08 9165642222 K,RAZAN SACRAMENTO PAGE 09 R James Chapman Special Inspector AREAS OF Stmc:.ural Steel Inspection EXPERTISE Welding Ins.ection EDUCATION AND AWS Welding Inspection Seminar, Bakersfield CA ACCOMPLISHMENTS AWS 01.1/CWI Training Class, Sacramento CA Robctics Training, Chula Vista CA Blueprint Reading, San Diego CA PROFESSIONAL American Welding Socity (AWS) D1.1 Certified Welding Inspector A -I AFFILIATIONS AND Groups A-11-GTAW, 1I-GTAW, A-VI-GTAW CERTIFICATIONS Leve! I and 11 Ultrasonic Testing Certification PROFESSIONAL EXPERIENCE 1995 - present' Spec!al Inscector, Krazan & Associates. Inc. Responsibiiities Include testing and inspection of structural steel and baited connections. 1993-1995 1991 '190 • 1984-1989 1974-1984 Structural Journeyman, Industrial Milwright, Inc., Sacramento CA Responsibilities inc!uded: assisted engineering personnel in developing applications of new and improved welding techniques, procedures, and practices. Welder, Trinity Contractors, Inc., Sacramento CA. Weider, BE&K Construction, Birmingham AL. Production Welder, ROHR Industries, Chula Vista CA. Combination Welder, National Steel & Ship Co., San Diego CA. WKxazan 04/21/1998 15:08 9165642222 KRAZAN SACRLIMENTO PAGE 10 Howard Hicks Special Inspector Struct irat Masonry Testing and Inspection AREAS OF Concrate Testing and Inspection EXPERTISE Earthwork Compaction Observation and Testing Asohaltic Concrete Inspection PROFESSIONAL International Conference of Building Officials (ICSO) AFFILIATIONS AND Certified Inspector - Structural Masonry #85856 CERTIFICATIONS Certified Inspector - Reinforced Concrete :865574 Certified Inspector - Prestressed Concrete ;86951 American Concrete Institute (ACI) Concrete Field Testing Technician Grade 1 Troxier Nuclear Gauge Certificate #069786 PROFESSIONAL EXPERIENCE 1995 to present Spacial Inspector, Krazan & Associates, Inc. Responsibilities include: reinforcing steel testing and inspection, field sampling and inspection of structural concrete, and masonry to verify conformance with the appropriate ASTM, ICBG, and ACI specifications as well as project requirements. 1981 _ 1g95 Installer, Precision Framers, Roseville CA. CONTINUING EDUCATION Feb 1995 _ Training for the Use of Nuclear Testing Equipment (including Radiological Safety and Gauge Operation) Troxier Electronic Laboratories, Inc. Rancho Cordova, CA ® .razan a 04/21/1998 15:08 9165642222 KRAZAN SACRAMENTO PAGE 11 Robed Bagiord Engineering Technician AREAS OF Reinforced Concrete Testing and Inspection EXPERTISE Earthwcrk Testing and Inspection Asphalt Conc'ete Testing and Inspection PROFESSIONAL AFFILIATIONS AND CERTIFICATIONS International Conference of Building Officials (IC50) Certified Special Inspector, Reinforced Concrete American Concrete Institute (ACI) Concrete Field Testing Technician - Grade 1 Operating Engineers Local No. 9 International Conference of Building Officials (IC50) Certified Special Inspector, Structural Masonry (pending) PROFESSIONAL EXPERIENCE 1993 to Present Engineering Technician, Krazan & Associates, Inc. Responsibilities include testing and inspection of concrete during placement, verification that concrete and reinforcing steel are placed in accordance with project plans and specifications, and indus.ry standards and codes. 1980 to 1993 Engineering Technician, Testing Engineers, Inc. Extensive knowledge and experience in post -tensioned concrete inspec',ion, including tendon placement and stressing inspection. Experience with poured in place concrete, reinforcing steel, and batch plant inspection. 1976 to 1980 Concrete Field Technician - Level 1, Ambric Testing and Engineering, Inc., Fairfax, VA. Serviced the Washington, CC metropolitan area. Completed examination procedures of the Washington Area Council of Engineering Laboratories and the Ready -Mixed Concrete Products Technical Committee. ®. -aza 04/21/1998 15:08 9165642222 klRAZAN SACRAMENTO PAGE 12 Dennis Smith Engineering Technician, Testing and Inspection Division AREAS OF Soils Testing and Inspection EXPERTISE Nuclear Guage operator Aggregate Testing and Inspection Concrete Testing and Inspection -Masonry Testing and Inspection PROFESSIONAL {AFFILIATIONS AND Troxier Certificate for Nuclear Testing Equipment CERTIFICATIONS PROFESSIONAL EXPERIENCE 1979 to present Engineering Technician, Kraaan & Associates, Inc. Responsibilities include performing testing and inspections in the areas of geotechnical field work, reinforced concrete, reinforced masonry, and materials laboratory testing including concrete, soils, aggregates, etc. CONTINUING EDUCATION Feb 1994 Training for the Use of Nuclear Testing Equipment (including Radiological Safety and Gauge Operation) Troxler Electronic Laboratories, Inc. Rancho Cordova, CA -!M<razan 04/21/1998 15:08 9165642222 KRAZAN SACRAMENTO PAGE. 13 Donald Nelson Senior F-arthwolrk Technician AREAS OF Soils Testing and inspection EXPERTISE Concrete Testing and Inspection Concrete Testing and Inspection Masonry Testing and Inspection EDUCATION AND Certificate for Nuclear Gauge Operation ACCOMPLISHMENTS PROFESSIONAL AFFILIATIONS AND American Concrete Institute (ACl) CERTIFICATIONS PROFESSIONAL EXPERIENCE 1992 to present Senior Earthwork Technician, Krazan & Associates, Inc. Responsibilities include performing testing and inspections in the areas of expertise mentioned above. 1974 to 1992 Senior Earthwork Technician, Lawry & Associates, Inc. Responsibilities included 4 performing testing and inspections in the areas of expertise mentioned above. 04/21/1998 15:08 9165642222 KRAZAN SACRAMENTO PAGE 14 Wylie "Bob" Bagley Special Inspector ' . Steel Testing and Inspection ����� ®F Welding Inspection EXPERTISE Bolt Torque inspection Bolt Pull Inspection Concrete Sampling EDUCATION AND Northland Pioneer College, Holbrook AZ ACCOMPLISHMENTS Welding, Technical Report Writing (1974) US Navy Training: Instructor's School, Officer Orientation School, Naval Damage Control School, Nuclear Weapons Training School UC Navy Welding School Instructor PROFESSIONAL US Navy Certified Nuclear Power Plant Component Welder AFFILIATIONS AND American Welding Society (AWS) Certified Welding Inspector CERTIFICATIONS PROFESSIONAL EXPERIENCE 1996 -present Special Inspector, Krazan & Associates, Inc. Responsibilities include inspection of weldments, qualify procedures and welders. Structural Steel: inspection and testing of bolted connections, verification of structural steel with project plans and specifications and industry codes. '1993-'1996 Welding Consultant, K&M Corporation. Responsibilities included inspection of foreign country contractors for compliance to USA Welding Code, interpreted ASME, AWS, and API codes, trained engineers and maintenance welders, represented K&M during all NOE- tests, hydro tests. and inspections. 1972-1985 Field Welding Engineer/Production Superintendent (1972-1978), Senior Welding Engineer (1978-1985), Bechtel Construction, Inc. Responsibilities included filler metal control, first-line inspection of completed welds, witnessed all NDE and hydro tests conducted on boiler and associated piping, implementation of proper welding procedures in construction, reviewing welding and NDE procedures for compliance to ASME codes and project specifications_ , training engineers in welding and mechanical inspection. I Robert Young & Associates GEOTECHNICAL & STRUCTURAL ENGINEERING FOR SAFE, ECONOMICAL STRUCTURES February 4, 1998 Communication Systems Development, LLC. 7488 Shoreline Road Stockton, CA 95219 Attention: Billie Steele RE: Items on Plan Check List Related to Geotechnical Report Site Bu -211; Permit #97-2422 Butte County, California Dear Ms. Steele; At your request I am providing additional information for the geotechnical aspects of the above site as listed in the County "Plan Check list": Item 1.3: Soil unit weight used in design (120 PCF) is accurate. Item 1.4: We recommend that a bentonite slurry be used when drilling below 10 feet to prevent caving of the excavation due to the presence of sand below the water table. All water should be pumped out of the excavation prior placing the rebar cage and again prior to pouring any concrete; the- special hespecial inspector should be able to see the bottom of the excavation. The concrete pump hose should reach the bottom of the caisson hole so that any water that enters the hole during the pour is displaced by the concrete. Item 5.2: Our geotechnical investigation showed the surface soil to be non - expansive clayey silt. Standard foundations should be adequate. _ Bringing Grace and Ease to Doing Business in The New Millenium 0 563 IDAHO MARYLAND ROAD, SUITE C, GRASS VALLEY, CALIFORNIA 95945 0 (916) 477-2864 ■ FAx (916) 477-1218 CSD3IA-0111 BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS ,QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) Firm Narr Address BUILDING PERMIT NUMBER APN 0-U--LOO-1 I Nature of Business 4�c� �+-�z�� �/�� Wit- �-y�� eR Contact Person k3d-Z-; J kl—&Xwy Phone # a ZI 1. Does your business or that of your tennants handle, store, or transport hazardous materials? X NO 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? NO C3 YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916 fggx7 1) for a review of the project. 3. . Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? A NO ❑ YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? JR NO 0 YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative (Signature) (Gate) BCEHD BCAPCD El25533, The applicant has met or is meeting the applicable requirements of Section 25505, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. ElThe Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE- Building Dept ❑ YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. Efficient Sabre: Design, RE COMMUNICATIONS CORPORATION Efficient .8y Design" 2101 Murray Street • PA. Box 658 • Sioux City, IA 51102 Phone 712-25&6690 • FAX 712-258-3250 At Sabre, We Design, We Manufacture, And We Install. About Sabre Sabre Communications is a diversified manufacturer of guyed and self-supporting towers as well as high - frequency antenna systems. The Sabre facility, located in Sioux City, Iowa, houses research and development, engineering, marketing/ sales, and manufacturing for total in-house control of all phases of the operation. Our central location permits cost-effective shipping throughout the Unit- ed States and the world. In addition to the design and manufacturing of tow- ers and antenna systems, Sabre provides other serv- ices and products, including: • Turnkey installation services worldwide • After-sales maintenance and inspection services • Structural analysis on towers regardless of origin • Manufacture and installation of equipment shelters Sabre Communications has provided tower and an- tenna products to approximately 50 countries since its beginning in 1977. Our ongoing research and de- velopment program keeps us at the cutting edge of new technologies required by the rapidly changing international communications industry. The Sabre team has well over 100 years of experience in the industry, so you can be sure that there are no prob- lems we cannot solve. With Sabre, your satisfaction in all phases of our oper- ation is ensured. The quality of our products is tightly monitored according to our quality assurance pro- gram, which is in compliance with MIL -I -45208A. Call us, toll-free, 800-369-6690, to find out how Sabre's extensive experience can work for you. RE 0 COMMUNICATIONS CORPORATION 2101 Murray Street • P.O. Box 658 • Sioux City, IA 51102 Phone 712-258-6690 • FAX 712-258-8250 SABRE COMMUNICATIONS CORPORATION 2101 MURRAY STREET P.O. BOX 658 SIOUX CITY, IOWA 51111 PHONE: (712) 258-6690 FAX: (712) 258-8250 185 'T 180 5'-0 NO. SA1135-5 COVER PAGE 1 DATE 1/8/98 BY MD/MLC CUSTOMER: CSD. INC. SITE: GRIDLEY (csdBU211). CA. TITLE: 185 FT. MODEL S3TL SELF-SUPPORTING TOWER AT 80 MPH WIND + 1/2" ICE PER EIA -222-F-1996. CHI SHING LEE m 1-IS--(� ,NO. C050977 EXP.`r�30-0 CIVIL s�gTF OF C PLAN VIEW ANTENNA LOADING 185' o x 4 SQ. 160 + MOUNT 180' ELEV. - (2) 6 FT. HP DISHES X � Q (3) WHIP o�m 165' ELEV. - (9) O J � 160' ELEV. - (2) 6 FT. HP DISHES 150' ELEV. - (3) WHIP 140 �0 ELEV. - (9) 4 SQ. FT. PANELS • x cn r (9) 4 SQ. X p Q ELEV. - (4) Q � M O X 0 O N 0 J 120 1 M 0 D7 N X � r Q 0 m O x M Lo o c•; 100 F • x N. "' o CD nj m CJ M 80 F- 0 N °O r N - Q o3 � x x o o rri 60 FT ,I,xN � o a � m J N r 40 FT C) N N m x N X o LO vi 20 FT N X N (D Q C6 LO r'i m J N 0 FT - - 5'-0 NO. SA1135-5 COVER PAGE 1 DATE 1/8/98 BY MD/MLC CUSTOMER: CSD. INC. SITE: GRIDLEY (csdBU211). CA. TITLE: 185 FT. MODEL S3TL SELF-SUPPORTING TOWER AT 80 MPH WIND + 1/2" ICE PER EIA -222-F-1996. CHI SHING LEE m 1-IS--(� ,NO. C050977 EXP.`r�30-0 CIVIL s�gTF OF C PLAN VIEW ANTENNA LOADING 185' ELEV. - (9) 4 SQ. FT. PANELS + MOUNT 180' ELEV. - (2) 6 FT. HP DISHES 175' ELEV. - (3) WHIP ANTENNAS 165' ELEV. - (9) 4 SQ. FT. PANELS + MOUNT 160' ELEV. - (2) 6 FT. HP DISHES 150' ELEV. - (3) WHIP ANTENNAS 145' ELEV. - (9) 4 SQ. FT. PANELS + MOUNT 125' ELEV. - (9) 4 SQ. FT. PANELS + MOUNT 105' ELEV. - (4) WHIP ANTENNAS NOTES 1. ALL LEGS ARE 50 KSI 2. ALL BRACES ARE 36 KSI 3. ALL BOLTS EXCEPT ANCHOR BOLTS ARE A325 -X OR EQUAL 4.) FEEDLINES ARE OVER (3) TOWER FACES BASE REACTIONS AXIAL LOAD = 48.34 KIPS SHEAR PER LEG = 15.62 KIPS UPLIFT PER LEG = 262.07 KIPS COMP. PER LEG- 294.29 KIPS O.T. MOMENT = 5059.00 FT -KIPS These drawings and specifications are the property of Sabre Communications Corporation and shall not be reproduced or copied" or used in whole or in part as the basis for the manufacture or sale of item(s) without written permission. SABRE COMMUNICATIONS CORPORATION NO. SA1135-S 2101 MURRAY STREET P.O. BOX 658 SIOUX CITY, IOWA 51111 COVER PAGE 2 PHONE: (712) 258-6690 FAX: (712) 258-8250 DATE 1/8/98 BY MD/MLC CUSTOMER: CSD, INC. SITE: GRIDLEY (csdBU211). CA. GRADE TITLE: 185 FT. MODEL S3TL SELF-SUPPORTING TOWER AT 80 MPH WIND + 1/2" ICE PER EIA -222-F-1996. DRILLED - CAISSON (26.18 CU. YDS. EACH) (3) REQUIRED OQRpFESSio y CHI SHIN G LEEcc yG'2 m NO. C050977 EXP. 7-30-0 S, CIVIL �P NOTES OFC 1). MINIMUM CONCRETE COMPRESSIVE STRENGTH IS 3000 PSI. 2). REBARS PER ASTM A615 GR. 60. 3). FOUNDATION DESIGN IS BASED UPON SOILS REPORT BY ROBERT YOUNG & ASSOC. DATED 10/21/97 4). USE (8) 1 1/2 0 (50 KSI OR EQUAL) ANCHOR BOLTS WITH 1/2" THK. TEMPLATE AT TOP AND BOTTOM OF ANCHOR BOLTS PER LEG. 5). 3" MINIMUM CONCRETE COVER. REBAR SCHEDULE PER CAISSON (26) #9 V -BARS W/#4 TIES @ 6" O.C. FOR THE TOP 5'-0" AND 12" O.C. THEREAFTER !se drawings and specifications are the property of Sabre Communications Corporation and shall ' not . be reproduced copied or used in whole or in part as the basis for the manufacture or sale of item(s) without written permission. SELF-SUPPORTING TOWER DESIGN AND ANALYSIS BY SABRE COMMUNICATIONS Page 1 185' MODEL S3TL TOWER CSD (SA1135S) 1-9-98 GRIDLEY, CA 80 MPH WIND + 0.5 in. ICE PER EIA -222-F-1996 W.G. & CLIMBING LADDERS AS REQUIRED INPUT DATA FILE C:\STANDARD\SA1135S.DAT *** TRIANGULAR TOWER *** TOWER HEIGHT (ft.) = 185 WIND SPEED (mph) = 80 RADIAL ICE (in.) = 0 No. OF LEGS = 3 No. OF WIND LOAD LEVEL(S) = 10 QRpfESS1pN9 �Q0 CHI SHING LEE G'2 137- 7g, NO. C050977 EXP. 7-3 0-o I �+ CIVIL T�TFOF CAUFp�`, FROM 185 ft. TO 180 ft. WIND LOAD = 30 psf FROM 180 ft. TO 160 ft. WIND LOAD = 29 psf FROM 160 ft. TO 140 ft. WIND LOAD = 28 psf FROM 140 ft. TO 120 ft. WIND LOAD = 27 psf FROM 120 ft. TO 100 ft. WIND LOAD = 26 psf FROM 100 ft. TO 80 ft. WIND LOAD = 24 psf FROM 80 ft. TO 60 ft. WIND LOAD = 23 psf FROM 60 ft. TO 40 ft. WIND LOAD = 21 psf FROM 40 ft. TO 20 ft. WIND LOAD = 18 psf FROM 20 ft. TO 0 ft. WIND LOAD = 18 psf *** UNIFORM LOADING *** FROM *** ANTENNA LOADING DATA *** (ft) (ft) PROJ. WIND DEAD ANTENNA DESCRIPTION 0 AREA LOAD LOAD ELEV. 185 OF 1.00 ft"2 kips kips ft. LOADING 0.20. 70.0 2.10 2.50 185 (9) 4 SQ. FT. PANELS + MOUNT 63.0 1.88 2.00 180 (2) 6' HP DISHES (9) 25.0 .0.74 1.20 175 (3) WHIP ANTENNAS 70.0 2.03 2.50 165 (9) 4 SQ. FT. PANELS + MOUNT 63.0 1.81 2.00 160. (2) 6' HP DISHES 25.0 0.71 1.20 150 (3) WHIP ANTENNAS 70.0 1.96 2.50 145 (9) 4 SQ. FT. PANELS + MOUNT 70.0 1.88 2.50 125 (9) 4 SQ. FT. PANELS + MOUNT 30.0 0.77 1.50 105 (4) WHIP ANTENNAS *** UNIFORM LOADING *** FROM TO PROJECTED AREA DEAD LOAD DESCRIPTION (ft) (ft) (sq. ft./ft) (k/ft. ) 185 0 0.10 0.008 W.G. & CLIMBING LADDERS 185 0 1.00 0.009 (9) 1 5/8 LINES 180 0 0.20. 0.002 (2) EW90 LINES 175 0 ; 0.18 0.003 (3) 7/8 LINES 165 0 0.75' 0.009 (9) 1 5/8 LINES 160 0 0.20 0.002 (2) EW90 LINES 150 0 0.18 0.003 (3) 7/8 LINES 145 0 0.75 0.009 (9) 1 5/8 LINES 125 0 0.75 0.009 (9) 1 5/8 LINES 105 0 0.25 0.004 (4) 7/8 LINES 0 SELF-SUPPORTING TOWER DESIGN AND ANALYSIS BY SABRE COMMUNICATIONS Page 2 185' MODEL S3TL TOWER CSD (SA1135S) 1-9-98 GRIDLEY, CA 80 MPH WIND + 0.5 in. ICE PER EIA -222-F-1996 W.G. & CLIMBING LADDERS AS REQUIRED INPUT DATA FILE C:\STANDARD\SA1135S.DAT *** TOWER MEMBER DATA *** FROM ELEV. 185 ft. TO 0 ft. Fy OF LEGS = 50 ksi FROM ELEV. 185 ft. TO 0 ft. Fy OF DIAGONALS AND GIRTS = 36 ksi ELEVATION TOWER'S DIAG. K- L r AREA KL/ Fa ALLOW FROM TO LEG CONFIG. VALUE __ r OR Ft LOAD ft ft SIZE in. in. in2 ksi kips 185 180 2.375 OD X .218 XC 1.0 60.0 0.77 1.48 78 19.42 28.75 180 160 2.875 OD X .276 XC 1.0 60.0 0.92 2.25 65 21.86 49.18 160 140 3.5 OD X .3 XC 1.0 60.0 1.14 3.02 53 23.94 72.28 140 120 4.0 OD X .318 XC 1.0 60.0 1.31 3.68 46 24.99 91.97 120 100 4.5 OD X .438 XC 1.0 80.0 1.45 5.58 55 23.52 131.27 100 80 5.563 OD X .500 XC 1.0 80.0 1.80 7.95 44 25.19 200.28 80 60 6.625 OD X .432 XC 1.0 80.0 2.19 8.40 37 26.31 221.00 60 40 6.625 OD X .432 XC 1.0 120.0 2.19 8.40 55 23.59 198.12 40 20 8.625 OD X .500 XC 1.0 120.0 2.88 12.80 42 25.60 327.63 20 0 8.625 OD X .500 XC 1.0 120.0 2.88 12.80 42 25.60 327.63 ELEVATION TOWER'S DIAG. K- L r AREA KL/ Fa ALLOW FROM TO DIAGONAL CONFIG. VALUE r OR Ft LOAD ft ft SIZE in. in. in2 ksi kips 185 180 L1.75X1.75X3/16 XC 1.0 38.2 0.34 0.62 112 11.47 7.12 180 160 L1.75X1.75X3/16 XC 1.0 37.8 0.34 0.62 110 11.66 7.24 160 140 L1.75X1.75X3/16 XC 1.0 45.9 0.34 0.62 134 8.32 5.17 140 120 L2X2X3/16 XC 1.0 55.2 0.39 0.71 140 7.62 5.44 120 100 L2.5X2.5X3/16 XC 1.0 69.4 0.50 0.90 140 7.60 6.85 i 100 80 L2.5X2.5X3/16 XC 1.0 78.4 0.50 0.90 158 5.95 5.37 80 60 L3X3X3/16 XC 1.0 87.7 0.60 1.09 147 6.89 7.51 60 40 L3X3X3/16 XC 1.0 106.7 0.60 1.O9 179 4.66 5.08 40 20 L3.5X3.5X1/4 XC 1.0 114.8 0.69 1.69 165 5.46 9.22 20 0 L3.5X3.5X1/4 XC 1.0 125.0 0.69 1.69 180 4.60 7.77 ELEVATION TOWER'S DIAG. K- L r AREA KL/ Fa ALLOW FROM TO GIRT CONFIG. VALUE r OR Ft LOAD ft ft SIZE in. in. in2 ksi kips ., 185' 180 NONE XC 1.0 0.0 0.00 0.00 0 0.00 0.00 1,180 160 NONE XC 1.0 0.0 0.00 0.00 0 0.00 0.00 :160 140 NONE XC 1.0 0.0 0.00 0.00 0 0.00 0.00 3140 120 NONE XC 1.0 0.0 0.00 0.00 .0 0.00 0.00 120 100 NONE XC 1.0 0.0 0.00 0.00 0 0.00 0.00 f00 80 NONE XC 1.0 0.0 0.00 0.00 0 0.00 0.00 ,80 60 NONE XC 1.0 0.0 0.00 0.00 0 0.00 0.00 '60 '40 NONE XC 1.0 0.0 0.00 0.00 0 0.00 0.00 i40 20 NONE XC 1.0 0.0 0.00 0.00 0 0.00 0.00 20 0 NONE XC 1.0 0.0 0.00 0.00 0 0.00 0.00 a SELF-SUPPORTING TOWER DESIGN AND ANALYSIS BY SABRE COMMUNICATIONS 185' MODEL S3TL TOWER CSD (SA1135S) 1-9-98 GRIDLEY, CA 80 MPH WIND + 0.5 in. ICE PER EIA -222-F-1996 W.G. & CLIMBING LADDERS AS REQUIRED INPUT DATA FILE C:\STANDARD\SA1135S.DAT *** TOWER SECTION DATA *** NOTE: UNIFORM WIND & DEAD LOADS INCLUDE SECTION & LINEAR ATTACHMENT SPAN FACE WIDTH UNIFORM UNIFORM ANT'S LEG ELEV TOP BOTTOM WIND LOAD DEAD LOAD LOAD AREA ft ft ft k/ft k/ft kips in2 185 5.00 5.00 0.091 0.052 4.50 1.48 180 5.00 5.00 0.125 0.073 5.70 2.25 160 5.00 7.00 0.155 0.095 3.70 3.02 140 7.00 9.00 0.186 0.118 2.50 3.68 120 9.00 11.00 0.197 0.147 1.50 5.58 100 11.00 13.00 0.200 0.176 0.00 7.95 80 13.00 15.00 0.210 0.194 0.00 8.40 60 15.00 .17.00 0.182 0.185 0.00 8.40 40 17.00 19.00 0.183 0.257 0.00 12.80 20 19.00 21.00 0.189 0.264 0.00 12.80 ELEVATION SECTION STEEL WT. FROM TO I.D. (kips/ft) 185 180 S3T-L6HCST5 0.033 180 160 S3T-L6XXHC 0.040 160 140 S3T-L7SHC 0.050 140 120 S3T-L8SHC 0.064 120 100 S3T-L9MUS3A 0.089 100 80 S3T-L10MUS5A 0.118 80 60 S3T-LllSSC 0.136 60 40 S3T-L12SXXHC 0.127 40 20 S3T-L13SXXHD 0.199 20 0 S3T-L14SXXHB 0.206 Page 3 TORQUE ft -k 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SELF-SUPPORTING TOWER DESIGN AND ANALYSIS BY SABRE COMMUNICATIONS Page 4 185' MODEL S3TL TOWER CSD (SA1135S) 1-9-98 GRIDLEY, CA 80 MPH WIND + 0.5 in. ICE PER EIA -222-F-1996 W.G. & CLIMBING LADDERS AS REQUIRED INPUT DATA FILE C:\STANDARD\SA1135S.DAT *** RESULTS OF STRESS ANALYSIS *** -ELEVATION CONFIG. NO. MOMENT ACCUM'D ACCUM'D ACCUM'D FROM TO OF OF OF DEFLECTION SWAY TWIST ft ft DIAG PANELS INERTIA ft deg deg 185 180 XC 1 18.50 1.772 1.152 0.092 '180• 160 XC 4 28.13 1.545 1.080 0.091 160 140 XC 4 54.36 1.343 1.009 0.090 140 120. XC 4 117.76 1.072 0.900 0.088 120 100 XC 3 279.00 0.842 0.793 0.086 100 80 XC 3 572.40 0.643 0.681 0.082 80 60 XC 3 823.20 0.425 0.530 0.078 60 40 XC 2 1075.20 0.198 0.322 0.069 40 20 XC 2 2073.60 0.044 0.114 0.054 20 0 XC 2 2560.00 0.000 0.003 0.011 ELEV WIND SHEAR SHEAR RESISTED TORQUE NET DIAGONAL GIRT SHEAR PER FACE BY LEG SHEAR SHEAR LOAD LOAD ft k k k k k k k 185 4.43 2.95 0.00 0.69 3.65 2.58 0.00 180 11.51 7.68 0.00 0.69 8.37 5.92 0.00 160 17.28 9.97 3.50 0.49 6.96 3.88 0.00 140 22.87 13.20 5.24 0.38 8.34 4.37 0.00 120 27.58 15.91 6.91 0.31 9.31 5.09 0.00 100 31.58 18.22 8.48 0.27 10.01 5.29 0.00 80 35.78 20.64 9.94 0.23 10.93 5.65 0.00 60 39.42 22.75 11.33 0.20 11.63 6.45 0.00 40 43.08 24.86 12.64 0.18 12.40 6.72 0.00 20 46.86 27.04 13.91 0.16 13.29 7.08 0.00 SELF-SUPPORTING TOWER DESIGN PND nNALYSIS BY SABRE COMMUNICATIONS 185' MODEL S3TL TOWER CSD (SA1135S) 1-9-98 GRIDLEY, CA 80 MPH WIND + 0.5 in. ICE PER EIA -222-F-1996 W.G. & CLIMBING LADDERS AS REQUIRED INPUT.DATA FILE C:\STANDARD\SA1135S.DAT *** BASE REACTIONS *** Page 5 SHEAR MAX. UPLIFT *** RESULTS OF STRESS ANALYSIS *** PER LEG SPAN BASE OVERTURNING AXIAL COMPRESSION UPLIFT ELEV SPREAD MOMENT LOAD PER LEG PER LEG ft. ft. ft -k kips kips kips 180 5.00 11.64 4.76 4.27 1.10 .160 5.00 146.47 11.92 37.80 29.85 140 7.00 424.58 17.52 75.88 64.20 120 9.00 816.72 22.39 112.25 97.33 100 11.00 1317.44 26.83 147.24 129.36 80 13.00 1909.04 30.34 179.69 159.46 60 15.00 2582.63 34.22 210.22 187.41 40 17.00 3334.63 37.92 239.15 213.87 20 19.00 4159.62 43.07 267.16 238.45 0 21.00 5059.00 48.34 294.29 262.07 *** BASE REACTIONS *** Page 5 SHEAR MAX. UPLIFT MAX. COMP. OVERTURNING ESTIMATED PER LEG PER LEG PER LEG MOMENT STEEL WEIGHT kips kips kips ft -k kips 15.62 262.07 294.29 5059.00 21.09 SELF-SUPPORTING TOWER DESIGN AND ANALYSIS BY SABRE COMMUNICATIONS Page 6 185' MODEL S3TL TOWER CSD (SA1135S) 1-9-98 GRIDLEY, CA 80.MPH WIND + 0.5 in. ICE PER EIA -222-F-1996 W.G. & CLIMBING LADDERS AS REQUIRED INPUT DATA FILE C:\STANDARD\SA1135S.DAT 'SUMMARY OF STRESS RATIOS:- NOTE:- DESIGN LOAD OF REDUNDANTS = 1.5o OF LEG LOAD ELEVATION SECTION MEMBER TOWER , MEMBER ALLOW. COMBINED FROM TO I.D. OF MEMBER LOAD LOAD STRESS ft ft TOWER SIZE (kips) (kips) RATIO "T85 180 S3T-L6HCST5 LEG 2.375 OD X'.218 4.27 28.75 0.15 DIAG L1.75X1.75X3/16 2.58 7.12 0.36 180 160 S3T-L6XXHC LEG 2.875 OD X .276 37.80 49.18 0.77. DIAG L1.75X1.75X3/16 5.92 7.24 0.82 160 140 S3T-L7SHC LEG 3.5 OD X .3 75.88 72.28 1.05 DIAG L1.75X1.75X3/16 3.88 5.17 0.75 140 120 S3T-L8SHC LEG 4.0 OD X .318 112.25 91.97 1.22 DIAG L2X2X3/16 4.37 5.44 0.80 120 100 S3T-L9MUS3A LEG 4.5 OD X .438 147.24 131.27 1.12 DIAG L2.5X2.5X3/16 5.09 6.85 0.74 100 80 S3T-L10MUS5A LEG 5.563 OD X .500 179.69 200.28 0.90 DIAG L2.5X2.5X3/16 5.29 5.37 0.98 80 60 S3T-LllSSC LEG 6.625 OD X .432 210.22 221.00 0.95 DIAG L3X3X3/16 5.65 7.51 0.75 60 40 S3T-L12SXXHC LEG 6.625 OD X .432 239.15 198.12 1.21 DIAG L3X3X3/16 6.45 5.08 1.27 40 20 53T-L13SXXHD LEG 8.625 OD X .500 267.16 327.63 0.82 DIAG L3.5X3.5X1/4 6.72 9.22 0.73 20 0 S3T-L14SXXHB LEG 8.625 OD X .500 294.29 327.63 0.90 DIAG • L3.5X3.5X1/4 7.08 7.77 0.91 DRILLED STRAIGHT PIER DESIGN BY SABRE COMMUNICATIONS CORPORATION TOWER FOUNDATION FOR A 185' S3TL C.S.D. GRIDLEY; CA REACTIONS :- HORIZONTAL FORCE (kips) = 15.62 VERTICAL FORCE (kips) = 262.07 OVERTURNING MOMENT (ft -k) = 0 SOIL AND CAISSON DATA :- HT. OF PIER ABOVE GRADE (ft) _ .5 DEPTH OF LOOSE TOP SOIL (ft) = 5 WEIGHT OF SOIL (pcf) = 100 WATER TABLE BELOW GRADE (ft) = 10 ANGLE OF SOIL FRICTION (deg) = 15 ULTIMATE COHESION (psf) = 200 S.F. OF SOIL OR SKIN FRICTION = 2 S.F. OF CONCRETE = 1.25 Fy OF RE -BARS (ksi) = 60 ULTIMATE DEPTH OF EACH STRATUM SKIN FRICTION FROM TO psf ft ft 0 0.0 5.0 1100 5.0 24.5 *** DRILLED STRAIGHT CAISSON DATA AND CAPACITIES *** ALLOWABLE VERTICAL REISTANCE (kips) = 265.98 :CALCULATED LATERAL SOIL PRESSURE AT TOP (ksf) = 0.257 ALLOWABLE LATERAL SOIL PRESSURE AT TOP (ksf) = 0.463 CALCULATED LATERAL SOIL PRESSURE AT BOTTOM (ksf) = 0.214 ALLOWABLE LATERAL SOIL PRESSURE AT BOTTOM (ksf) = 0.857 DIAMETER OF CAISSON (ft) = 6.00 DEPTH OF CAISSON BELOW GRADE (ft) = 24.50 TOTAL LENGTH OF CAISSON (ft) = 25.00 VOLUME OF CONCRETE OF EACH CAISSON (cu. yd.) = 26.18 MAX. MOMENT AT CAISSON BELOW GRADE (ft -k) = 165.08 REQUIRED AREA OF RE -BARS (sq. in.) = 20.36 OQ -C.)iy Communication Systems Development, Inc. Corporate Offices 1755 West Hammer Lane • Suite 12 Telephone 209. 951 . 3049 Stockton, California 95209 Telefax 209. 951 . 5845 2/18/98 Butte Co. Dept. of Development Serv. Building Division 7 County Center Drive Oroville, CA 95965 Dear Plan Check Engineer. Subject: Letter of intent for Shelter on plans. The intended use for the shelter on the plans for permit #97-2606, #97-2422, #97-2423, and a the application being submitted, is to house the wireless communications electronic equipment that will be used in conjunction with the antennas on this communication tower. Sincerely, Rick DaCruz- CSD Enclosures: N/A Sabre Communications Corporation February 4, 1998 Communication System Development 1755 West Hammer Lane suite 12 Stockton, CA 95209 RE: UBC Section 2022.2 Identification Requirements To Whom It May Concern: The following criteria are established by Sabre Communications regarding the identification of structural steel: All structural steel received by the company requires test reports. Mill Certifications are retained and filed upon delivery. All structural steel purchased is either A36 mild steel or 50,000 ksi yield. In the event of an application that both 50,000 ksi and A36 steel is required, only 50,000 ksi steel is purchased and used so there is no danger of mixing the multiple yields. All fabricated parts are die stamped with a part number corresponding to a part drawing specifying the ASTM designation of the steel involved. All solid round and pipe tower legs are minimum 50,000 ksi yield. Tower bracing is minimum 36,000 ksi yield. FROM THE DESK OF: WILLIAM GARRETT DESIGN ENGINEER E I Communication Systems Development, Inc. Corporate Offices 1755 West Hammer Lane • Suite 12 Telephone 209. 951 . 3049 Stockton, California 95209 Telefax 209. 951 . 5845 2/18/98 Butte Co. Dept. of Development Serv. Building Division 7 County Center Drive Oroville, CA 95965 Dear Plan Check Engineer: Subject: Letter of intent for Shelter on plans. The intended use for the shelter on the plans for permit #97-2606, #97-2422, #97-2423, and a the application being submitted, is to house the wireless communications electronic equipment that will be used in conjunction with the antennas on this communication tower. Sincerely, Rick DaCruz- CSD Enclosures: N/A D e . D COMMUNICATION BUILDINGS OF AMERICA, INC. s Contractors Lic. 455726 Manufacturer Lic. 90136 Dealer Lic. 92716 I I Job 9303-5 Sh 1 of 41 7/17/93 Sec revised 8/3/93 Sec reviewed 4/22/94 Sec ENGINEERING CALCULATIONS FOR 10', IT, & IT WIDE STANDARD BUILDINGS TABLE OF CONTENTS . Page Date Table of Contents 1 . 8/3/93 10' Wide Building - Normal Loading 2-6 7/17/93 Rafter 2 Header 3 No Header 4 Floor Joist 5 Skid 6 12' Wide Building - Normal Loading 7-11 7/17/93 11 Wide Building - Normal Loading 12-16 7/17/93 All Buildings - Plate Splice 17 8/3/93 All Buildings - Tie Down Plate 18-19 7/17/93 Diaphragm Dimensions - Limit By Ratio 20 7/17/93 Maximum Building Length - Limit by Roof Shear 21 7/17/93 Data and Formulae for Shear Wall and Hold Down Calculations 22 7/17/93 Weld Size for Anchor to Skid, HD5's & HD6's 23 7/17/93 End Shear Walls and Hold Downs ESS/ p�, 24-32 7/17/93 Q10V Side Shear Walls and Hold Downs Q�� E. C q�F R'96 �G' 33-35 7/17/93 Rigid Frame and Connections ti`s J��' 3 6-3 8 8/2/93 Chord Tension in Rim RafterQ �'� ?, �_ 39 8/3/93 Wall Section No. 14295 40-41 8/2/93 Foundation Calculations ( Addendum) 1-2 CIV1�- OF C CR4BTREE ENGINEERING `vh E 510 Garcia Avenue Samuel rabtree, PE Pittsburg CA. 94565 510-427-2320 RCE 14295 , Exp 3/31/01 Antioch Marina Industrial Park P.O. Box 769 • Antioch, CA 94509 (51 O) 754-7633 • FAx (5 10) 754-7695 Communications Buildings of America Job 9303-5 sh 2, of 4-1 10' Wide Building - Rafter Calculations 7/17/93 sec LLv 112.406 6 = Hem -Fir #2 (degrade to #3) E := 1.2.10 'psi 73.562 110.063 Fv := 75 -Psi Fb := 675 -psi Fcp := 405,psi b := 1.5•inspan 24 L := 10•ft hcent 34.719 52.969 .25-L 6 q hend := hcent - spacing 8 2x6 rafters5�nl LLb '4.25] 54.684 q q 2.12 2x8 rafters 7.5 in hend = 6.25 - in 69.977 W := spacing := w 24.279 q i 2 4j q 2x6@12" 2-psf 6• in w1 :_ ft 2x8@12" I 3 sf 8 -in i,q spacing 12• in i 16• in 24- in. sheathing Total Dead Load w2 := 4.125• psf DL = wl + w2 i,q i,q Live Load Allowable determined by: 2• Fv• 2• hend -b-1.25- shear b•1.25shear q LLv :_ - DL i,q ! 3• L• spacing i,q L i bending LLb _ i,q 2 8• Fb- b• hcent - 1 .25 q 2 L spacing •6 i 2x6 2x8 - DL - 2-psf i,q Bending controls all spacing, 2x8 & 2x6. CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 6 151.25 224.25 spacing 8 LLv 112.406 167.156 = 12 = 73.562 110.063 in 16 psf 54.141 81.516 24 34.719 52.969 6 74.953 146.078 spacing 8 LLb 54.684 108.027 = 12 = 34.414 69.977 in 16 psf 24.279 50.951 2 4j 14.145 31.926 Bending controls all spacing, 2x8 & 2x6. CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 Communications Buildings of America Job 7 j:jl•j^J v'h � of ,! i 10" Vide Building - Header Calculations 7/17/V3 sec rev 4/22/V4 sec 6 Hem -Fir 42 E 1.2-10, • psi Fv . _ 75 -psi. Fb 675 -psi Fcp 405 -psi Sheathing & f i berg 1 ass load w l . = 4. 12'5 • psf Rater Load (2x8@6") w2 . = 4 • psf Dead Load DL : _ wl + w2 DL = 8. 125 • psf Building Width W := 10•ft Design Live Load LL i A . = S . = 2x8@ 6" 146 sf k k 8" 1138 • osf %4' 4x6 .4>:8 4:;113 12.25•si 7.146'ci 12" 17. 646 •ci 16" . 30.661 • ci 24" 49.91 1 • ci 2x6@ 6" 69•osf 50 •osf 31 •osf 74 - osf ' 19.25 • si 25.35 • si 32. •375 - si -- 8" 12" 16" 24" 54 • osf 34 • osf 24 . osf 14 - psf Header Span determined by Smear = Lv by bending = Lb 4-A Yv E: -Fb•S Lv i,k 3' LL+ DL W Lb ._ L .i i , k W FLL . DL Header Size 4x4 U6 4x8 4::101 rafter si ze@spacing-. ; _ _ - . 2x8@ 6'' 1.444 2.27 2.992 3.S17 8" 1.664 2.615 3.447 4.39^c 12" 2.042 3.209 4.23 5.396 16" 2.352 3.696 4.872 6.216 24" 2.867 4.505 5.938 7.577 2x6@ 6" Lb = 1.979 3.11 4.J99. 5.23 • f t 8" 2.275 3.575 4.713 6.1313 12" 2.763 4.342 5.723 7.302 16" 3.164 4.972 6.554 8.361 24" 3.812 5.991 7.897 113.075 2x8@ 6" b.795 1 .249 1.645 2.101- .1018" B Is 1.055 1.658 2.183 2.788 12" 1.588 2.496 3.287 4.198 16" 2.108 3.312 4.361 5.57 24" 3.131 4.92 6.479 8.275 2x6@ 6" Lv = 1.492 2.344 3.0387 3.942 • f t 8" 1.972 V.099 4.08 5.211 12" 2.908 4.57 6.1318 7.665 16" 3.81.3 5.992 7.891 113.1378 2411 [P.537 8.7131 11.45S 14.633J C:RABTREE ENGINEERING 5113 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 C _ Communications Buildings of America Job 9303-5 sh 4 of 41 10' Wide Building No Header Calculations 7/17/93 sec rev 4/22/94 sec 6 Hem -Fir #2 (2X lumber) E := 1.2,10 'psi Fv := 75 -psi Fb 650•psi Fcp := 405 -psi Sheathing & fiberglass load wl 4.125•psf Rafter Load,(2x8@6") w2 4•psf Dead Load DL := w1 + w2 DL = 8.125•psf Building Width W := 10 -ft Design Live Load LL j A S 2x8@ 6" F50- 6 sf k k 8" 8• sf double plate 10.5•si 2.626•ci 12" • sf triple plate 15.75•si 3.939•ci 16" sf0•si 0•c' 24" s 0• si 0• ci 2x6@ 6" 74 sf I 8" 54 sf 12&1 34' s f 16" 24 Psf 24" 14 P sf Header Span determined by Shear = Lv 4-A • Fv k Lv j,k 3 • rLL + DL 1 • W Lb L j j j,k Top Plate rafter size@spacing 2x8@ 6" 8" 12" 16" 24" 2x6@ 6" Lb = 811 12" 16" 24" double triple by bending = Lb 10• Fb- S k W rLL + DL L j I 11.528 14.119 0 0 13.281 16.266 0 0 16.297 19.959 0 0 18.772 22.991 0 0 22.881 28.023 0 0 15.793 19.342 0 0 -in 18.158 22.239 0 0 22.051 27.007 0 0 25.251 30.926 0 0 30.427 37.265 0 0 2x8@ 6" 8.175 12.263 0 0 8" 10.85 16.276 0 0 12" 16.337 24.506 0 0 16" 21.677 32.516 0 0 24" 32.204 48.307 0 '0 2x6@ 6" Lv = 15.342 23.014 0 0 *in 8" 20.282 30.423 0 0 ' 12" 29.911 44.866 0 0 16" 39.222 58.833 0 0 24" L56. 949 85.424 0 0 CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 4- CUmmunications Buiidinas of America Job 901-5 =h 5 Of f 101 elide Building Floor Joist Calculations 7/17/9= sec Hem -Fir Fv- : = 75 • psi Fb := 725 • psi Fcp := 405 -psi 6 E 1.2.10 -psi Three equal span continuous Skid member flange width (bearing length) 1 := 1.8S5 -in floor joists 2:;4 h 3.5•in b 1.5 -in sheathing w2 := 4.125-psf 10' wide building span L :=.3.17•ft spacing 1.5•plf i wl := Live Load Allowable as determined by psf M6.6251 101 Fv n b shear LLv - DL _•6-L•spacing i i 10—Fcp'1'b 6 in i spacing DL . = w 1 + w2 + 1 • psf DL i i i 8 in 12 -in 16 -in Live Load Allowable as determined by psf M6.6251 101 Fv n b shear LLv - DL _•6-L•spacing i i 10—Fcp'1'b CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 bearing LLcp i 11 -L -spacing i 2 i 10-Fb•b-h bending LLb ._ - DL _ 2 6•L -spacing i MVE•b•h deflection LLd ._ - DL i 7 i 12.5•360-L -spacing i r6 267.9 648.679 spacing 8 LLv 199.644 LLcp 485.228 = 12 = 131.388 = 321.777 in 16 psf 97.259_ psf ?40.051 6 360.126 00.071 spacing 8 LLb 268.814 LLd 441W272 = 12 = 177.501 = 292.47.3 in 16 psf 131.844 psf 218.074 shear is critical at all spacings CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 Communications buinings ot ; mer=ca Doo Y_;WO-o 5n o o- >./ 10' Wide Suileina skid Calculations 7/17/93 sec Mild Steel Fy := 36 • ksi Fv . _ . 4 • Fy Fv = 14.4 • }psi E 29-10 - ksi Fb . 66 • Fy Fb = 2= ._76 • ksi 5".Channel 9.0 plf As . = 2.63 - si Aw . _ . 325.5 • si Aw = 1.62 5 - si 7. 4 H 5.0 -in S 3.5 -in I 8.8•in Longitudinal interior members - perpendicular to floor joists tributary width W := 3.2•ft Worst standard case - 2::4 floor joists L 6" DL := 8•psf LL := 265•psf w := (LL + DLi•W w = 873.6•plf w := LOW w, = 848 • pl f LL LL 4•Aw•Fv L .= L = 35.714*ft vmax 3-w vmax 8'Fb•S L ._ L = 7.966-+t bma:; w bma;; 1 J 364•E•I L I L = 7.639 -ft dmax '60 5-w dmax L LL J L .= if �LVmax •: L ,L ,L IL = 7.96b•ft bma:: viva:; bma:; L if �L ! L ,L,L L = 7.639*ft dmax dmax w•L R . = R = 3336. 898 • l b end 2 end R .= 2-R R = 6673.797 -lb cent end cent This is a worst case standard building, 10' wide, and assumes a continuous grade beam under the building perimeter and piers under all interior skid member intersections. The foundation must be engineered for each specific site, and such foundation engineering shall include a check of the skid members should these assumptions not be fulfilled.- CRABTREE ENGINEERING 515 H Garcia Avenue Pittsburg CA 9455.3 510-427-2=20 rce 14295, E:;o 3/31/97 Communications' Buildings of America Jco 97-u;!'];-5. sh at, 44 • 12' Wide Building,- Rafter Calculations �q 7/17/93 sec LLv . = 1 - DL 6 Hem -Fir #2 (degrade to 03) I 3'L -spacing E .= 1.2-10 'psi Fv .= /5 -psi Fb .= 675 -psi Fcp .= 405 -psi b .= 1.5 -in span L .= 12•ft hcent ._ B-Fb-b•hcent -1.25 [25 -LI q q LLb hend . = hcent - - DL - 2-psf 2x6 rafters 5. 5 in �4 q G 2 12 2xS rafters 7.5 in hend = L6 h n w :_ .spacing := w 2:, 6 2:-8 2x6@12" i 6 -in wi q spacing x8@12" 1L_;'n:pO!S5Tr_ 8•in i,q spacing 86.625 132 12 -in 12 i = 16 -in in 16 24 -in 41.25 63.938 sheathing ^4 w2 .= 4.125•psf 26.125 41.25 Total Dead Load DL .= w1 w2 48.957 97.7'8 i,q i,q 8 Live Load Allowable determined by: Pending controls all spacing, 2x8 & 2x6 CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, E::o 3/=1/97 I- Fv•2•hend •6.1.25 shear �q LLv . = 1 - DL i,q I 3'L -spacing i,q L i 2 B-Fb-b•hcent -1.25 q bending LLb ._ - DL - 2-psf i,q 2 L spacing 6 i 2:, 6 2:-8 6 116.875 177.375 spacing 8 LLv 86.625 132 = 12 = 56.375 86.625 in 16 psf 41.25 63.938 . ^4 26.125 41.25 6 48.957 97.7'8 spacing 8 LLb 35.187 71.772 = 12 = 21.416 45.807 in 16 psf 14.5.1 32.824 24 7.646 '19.841 Pending controls all spacing, 2x8 & 2x6 CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, E::o 3/=1/97 Communications Buildings of America Job 9303-5 sh 8 of 41 12' Wide Building - Header Calculations 7/17/93 sec rev 4/22/94 sec 6 Hem -Fir a2 E := 1.2.10 • psi Fv :- 75 -psi Fb := 675 -psi Fcp := 405 -psi Sheathing & fiberglass load wl 4.125•psf Rafter Load (2x8@6") w2 4•psf Dead Load DL := wl + w2 DL = 8.125•psf Building Width W := 12•ft Design Live Load LL A S :_ 2x8@ 6" 100 sf k k 8" 74• sf 4x4 12.25•si 7.146•ci 12" 48 sf 4x6 19.25• si 17.646• ci 16" 35 sf 4x8 25.35•si 30.661•ci 24" 22 sf 4x10 32.375•si 49.911•ci 2x6@ 6" 51 sf 8" 37 sf 12" 24 sf 16" 17 sf 24" 10• psf Header Span determined by Shear = Lv by bending = Lb 4•A •Fv k 8•Fb•S Lv k j , k 3 • (LL + DLl • W Lb L j DL] j,k W - [L-Lj + DL] Header Size 4x4 4x6 4x8 4x10 rafter size@spacing 2x8@ 6" 18.891 29.686 39.132 49.927 8" 21.677 34.063 44.901 57.287 12" 26.221 41.204 54.314 69.297 16" 29.913 47.006 61.962 79.055 24" 35.79 56.241 74.136 94.587 2x6@ 6" Lb = 25.547 40.145 52.918 67.516 -in 8" 29.243 45.953 60.573 77.283 12" 34.658 54.463 71.791 91.595 16" 39.19 61.584 81.178 103.572 24" L46.141 72.507 95.576 121.943 2x8@ 6" 11.329 17.803 23.445 29.942 8" 14.916 23.44 30.868 39.422 12" 21.826 34.298 45.167 57.684 16" 28.406 44.638' 58.783 75.072 24" 40.664 63.9 84.149 107.469 2x6@ 6" Lv = 20.719 32.558 42.875 54.757 in 8" 27.147 42.659 56.177 71.745 12" 38.132 59.922 78.911 100.778 16" 48.756 76.617 100.896 128.856 24" X67.586 106.207 139.862 178.621_ CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 Communications Buildings of America Job 9303-5 sh 9 of 41 12' Wide Building No Header Calculations 7/17/93 sec rev 4/22/94 sec 6 Hem -Fir #2--(2X lumber) E := 1.2.10 psi Fv := 75 -psi Fb := 650•psi Fcp := 405 -psi Sheathing & fiberglass load wl 4.125•psf Rafter Load (2x8@6") w2 4•psf Dead Load DL w1 + w2 DL = 8.125•psf Building Width W := 12•ft Design Live Load LL j A := S 2x8@ 6" F35 gsf k k 8" double plate 10.5•si 2.626•ci 12" triple plate 15.75• si 3.9.39• c 16" 0• si 0• ci 24" 22 sf 0• si 0• ci ' 2x6@ 6" 51 sf 8" 37 sf 12" 23 sf 16" 16_psf 24" 00• asf Header Span determined by Shear = Lv 4'A -Fv k Lv j,k 3 jLL + DL] - W Lb L j j,k Top Plate rafter size@spacing 2x8@ 6" 811 12" 16" 2411 2x6@ 6" Lb = 8" 12" 16" 24" double triple by bending = Lb 10•Fb-S k . = W • FLL + DL -1 L j x12.564 15.388 0 0' 14.417 17.657 0 0 17.439 21.359 0 0 19.895 24.366 0 0 23.803 29.153 0 0 16.991 20.81 0 0 -in 19.449 23.82 0 0 23.418 '28.681 0 0 26.599 32.577 0 0 45.834 56.136 0 0 2x8@ 6" 9.711 14.566 0 0 8" 12.785 19.178 0 0 12" 18.708 28.062 0 0 16" 24.348 36.522 0 0 24" 34.855 52.282 0 0 2x6@ 6" Lv = 17.759 26.638 0 0 -in 8" 23.269 34.903 0 0 12" 33.735 50.602 0 0 '16" 43.523 65.285 0 0 24" X129.231 193.846 0 0 CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 Communications BuiIaings of Ame=rica job sh /Ocf 4-f 12' Wide Suildina Floor joist Calculations 7/17_/9= say_ Hem -Fir Fv 75 -psi Fb 725 -psi Fcp 405 -psi 6 E 1.2.10 'psi Three equal span continuous Skid member- flange width (bearing length) 1 := 1.385 -in floor joists 2x4 h 3.5'in b .= 1.5 -in sheathing w2-.:= 4.125-psf 12' wide building span L 3.6 -ft spacing 1.5'plf i wl .= 6'in 8'in 12- in 16 -in i spacing i DL w1 + w2 1-psf DL Live Load Allowable as determined by 2' 10'Fv'h'b shear LLv I - DL i ='6'L'spacing i i bearing LLcp ._ i 10-Fb'b-h bending LLb ._ - DL i 2 i 6'L 'spacing i deflection LLd ._ 6 ^34.931 spacing 6 LLv 174.917 - - 12. = 114.9f3? in L, 6J psf 84.896 6 07.409- 7.4(39spacing spacing 8 LLb 236.776 = 12 = 136.142 in 16 psf 1130.825 shear is critical at all spacings psf 8.125 7.375 6. 6�'� 10-Fcp'1'b 11-L'spacing j 3e4'E'b'h - DL i DL 3 12.5.360-L 'spacing i 570.227 LLcp426.=89 _ 262.551 psf L210.632 400.302 LLd 298.945 197.588 psf 146.91 CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 Communications Buildings of America Job 9=03-5 sh N of 12' Wide Building Skid Calculations 7/17/93 sec Mild Steel Fy ._ 36•ksi Fv ._ .4•Fy Fv = 14.4•ksi v E .= 29•10 •ksi Fb ._ .66•Fy Fb = 23.76•ksi 5" Channel 9.0 pif As .= 2.63-si Aw .= .325 -5 -sl Aw = 1.625*si 4 H 5.0 -in S 3.5•in I 8.8 -in Longitudinal interior members - perpendicular to floor joists tributary width W := 3.6•ft .Worst standard case - 2x4 floor joists is 6" DL := 8.125•psf LL := 235 • psf w := (LL + DL) • W w = 875.25 • p 1 f w LL*W w = 846'plf Span by shear LL LL 4-Aw-Fv L . = L = 35.647 • f t vmax 3 • alai vma:; Span by bending tt81 Fb*S L L = 7.959 -ft bmax w bmax i Span by deflection 3 384•E -I L L = 7.645'ft dma;: [5. w • 360 1 dma:< LL L if. �Vrra,",' L ,L ,L 1 L = 7.959•ft bmax vmax bma:. J L if �L < L ,L.L L = 7.645*ft dmax dmax J Reactions for design of foundation w•L 3 R R = 3.346 •lis •1b end 2 end R 2•R R = 6691.667•lb cent end cent This is a worst case standard building, 12' wide, and assumes a continuous grade beam under the building perimeter and piers under all interior skid member intersections. The foundation must be engineered for each specific site, and such foundation engineering shall include a check of the skid members should these assumptions not be fulfilled. CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94553 510-427-2320 RCE 14295, Exp 3/=1/97 Communications Buildings of America job 9.3.03-5 sh)Rc+ 4� 13' Wide Building - Rafter Calculations 7/17/9.3 sec 12,Fv-2*hend q 6 LLv Hem -Fir #i2 (degrade to #3) E := 1.2-10 ' psi r•v .= /5'ps1 Fb .- 675•psi hcp .= 405 psi b .= 1.5 -in span L .= 13—ft hcent ._ 25•L L q rend .= hcent - 2x6 rafters 5.5 - in 3.875 q q 2.12 1 2xe rafters 7.5 in hend = q.8751•in w := spacing :_ w bending_ q i q 2x6@12" =f 2x8@12" 3 . osf sheathing Total Dead Load 6'in 8'in 12 -in 16- in 24 -in Live Load Allowable determined by: w ft i,q spacing .. i w2 4.125 -psi DL wl + w2 i,q i,q Bending controls all spacing, 2x8-& 2x6. CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 'b'1.25 shear 12,Fv-2*hend q LLv ._ - DL _•L -spacing i,q L i 2 8'Fb•b•hcent '1.25 q bending_ LLb . _ - DL - 2 vsf i,q 2 i,q L 'spacing •6 i 2x6 2x8 6 103.654 159.346, spacing 8 LLv 7&709 118.478 = 12 = 1 49.764 77.611 in 16 psf 36.292 57.177 ^4 22.82 36.7431 6 40.217 81.486 spacing 8 LLb 28.632 59.583 = 12 = 17.046 37.681 in 16 psf 11.253 26.729 24 5.461 15.778 Bending controls all spacing, 2x8-& 2x6. CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 Communications Buildings of America Job 9303-5 sh 13 of 41 13' Wide Building - Header Calculations 7/17/93 sec rev 4/22/94 6 Hem -Fir #2 E := 1.2* 10 • psi Fv := 75 -psi Fb := 675 -psi Fcp := 405 -psi Sheathing & fiberglass load w1•-:= 4.125..psf Rafter Load (2x8@6") w2 4•psf Dead Load DL- .:= wl + w2 DL = 8.125-psf Building Width W := 13•ft Design Live Load LL j A S := 2x8@ 681 sf k k 8" - s 4x4 2.25' s' 7. 46• ci .12" 37 sf 4x6 9.25-s .646'ci 16" 26 s 4x8 .. 25.35 • s i 30 . 661 • c i 24" 15 s f 4x10 32.375-si 49.911•ci 2x6@ 6" 40 sf' 8" 28 sf 12 17 sf 16" lr 1• psf 24" 1 5• psf Header Span determined by Shear= Lv 4•A •Fv k Lv j,k 3 - [LL + DLI • W L i Header Size rafter size@spacing 2x8@ 6" 811 12" 16" 24" 2x6@ 6" Lb = 8" 12" 16" 24" 4x4 19.992 23.036 28.096 32.308 39.247 27.206 31.401 37.653 43.157 52.095 4x6 31.415 36.199 44.15 50.769 61.673 42.752 49.344 59.168 67.817 81.863 by bending = Lb I�8•FbS _ k Lb _ j,k W - FLL + DL� I L j 4x8 41.41 47.716 58.197 66.923 81.296 56.354 65.044 77.993 89.394 107.909 2x8@ 6" 12.687 •19:937 26.255 8" 16.846 26.472 34.86 12" 25.059 39.378 51.856 16" 33.136 52.071 68.571 24" 48.898 76.84 101.189 2x6@ 6" Lv = 23:497 36.923 48.623 8" 31.302. 49.188 64.775 12" 45.006 70.723 93.134 16" 59.125 92.911 122.353 24" L86.154 135.385 178.286 4x10 52.834 60.88 74.252 85.384 103.723 71.9 in 82.987 99.509 114.055 137,.678J 33.531 44.521 66.226 87.574 129.231 62.098 in 82.726 118.944 156.259 227.692 CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 Communications Buildings of America Job 9303-5 sh 14 of '41 13' Wide Building No Header Calculations 7/17/93 sec rev 4/22/94 sec 6 Hem -Fir 1#2 (2X lumber) E := 1.2.10 -psi Fv := 75 -psi Fb := 650 -psi Fcp := 405'psi Sheathing & fiberglass load w1 4.125•psf Rafter Load (2x8@6") w2 4•psf Dead Load DL := w1 + w2 DL = 8.125•psf Building Width W 13 -ft Design Live Load LL A S 2x8@ 6" 81' sf k k 8" 59 sf double plate 10.5•si 2.626•ci 12" 37 sf= triple plate 15.75• si 3.939• ci 16"2�fJ 0. si 0• ci 24" (t 15_-sfj' 0• si i 0• ci 2x6@ 6" 40 sf t 81. 28: sf I 12 17 sf 16" [11 sf 24" 15• psf i Header Span determined by Shear = Lv by bending = Lb 4•A •Fv k- 10•Fb•S Lv = k j , k 3 • rj LL + DL1 • W Lb . _ {{ j,k �W• LL + DL! Top Plate double triple rafter size@spacing 2x8@ 6" 13.296 16.284 0 01 8" 15.321 18.764 0 0 12" 18.686 22.885 0 9 16" 21.488 26.317 0 0 24" 26.103 31.969 0 0 2x6@ 6" Lb = 18.094 22.161 0 0in 8" 20.884 25.578 0 01 12" 25.042 30.67 0 0� 16" 28.703 35.153 0 01 24" 34.648 42.434 0 0j 2x8@ 6" 10.875 16.312 0 0 8 14.439 21.659 0 0 12" 21.479 32.218 0 0 16" 28.402 42.604 0 0 24" 41.913 62.869 0 0 2x6@ 6" Lv = 20.14 30.21 0 0 *in 8" 26.83 40.245 0 0 12" 38.576 57.865 0 0 16" 50.679 76.018 0 0 24" 73.846 110.769 0 01 CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 Communications BU 1dings of America Job 93!%13-5 sh /S' c+ 1,3' l=:ide Building Floor Joist Calculations 7/17/9: I sec Hem -Fir Fv . = 75 • psi Fb := 725 -psi F cp := 405 -psi 6 E 1.2.101 -psi Three equal span continuous Skid member--,"lange width (bearing length) . 1 1.885 -in floor joists 2-4 n 3.5 -in b 1.5 -in sheathing w2 4.125-psf 13' wide building span L := 4.2•ft spacing 1.5-plf i w1 ._ 6 -in j spacing 8 -in i 12 -in DL .=,wl + w2 + 1 •psf DL - 16 -in i Live Load Allowableasdetermined by psf 8.125 2. 10-Fv-h -b 7.375 shear LLv . _ - DL 6.625 i 6 L spacing j 6.25 10-Fcp-1-b bearing LLcp - DL i li-Lspacing j 2 j 1-0-Fb-b-h bending_ LL'o - DL j 2 i 6-L soacir,q j deflection LLd i F61 f2!%;!G . 2! e spacing8 LLv 149.875 = 12 = 97.542 in 16 psf 71.875 6 201.655 spacing 8 LLb 149.96 = 12 = 98.265 in ib ps-f 72.418 shear is critical at all spacings 384.E.b.h - DL i 2.53 . 0 - � _spacing i 487.6(%16 .LLcp 364.42- 241.24 psf 179.649 249.077 LLd 185.526 121.976 psf 90.20 ,1 CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2.326 RCE -14295, E::p 3/31/97 Communications Buildings of America Job 9301-5 sh 16 of 4-1 13' Wide Building Skid Calculations 7/17/93 sec Mild Steel Fy . _ 16 - ksi Fv . _ . 4 • Fy Fv = ? 4. 4 • k:si E . = 29.10 - ksi Fb . _ . 66 •Fy Fb = 23.76 - ksi 5" Channel 9.0 plf 2 2 As ,= 2.63 in Aw ._ .325.5 in Aw = 1.625 -in 2 3 4 H 5.0*in in S 3.5 -in I 8.6 -in Longitudinal interior members - perpendicular to floor joists tributary width W := 4.0 -ft Worst standard case - 2x4 floor joists ►_ 6" DL := 8•psf LL 210. -psf w := (LL + DL) •W :•: = 872 •plf a: .= LL -W 840•p1f LL LL 4-Aw-Fv L L = 35.78-+t vmax _•w vmax 8 Fb S L L = 7.974 -ft bmax w borax 1 364•E -I L L = 7.664 -ft emax 5 w .360 dmax LL J L L w L dmax R R = 3341. 27 -lb end 2 end R 2•R R = 6682.655 -lb cent end cent This is a worst case standard building, 13' wide, and assumes a continuous grade beam under the building perimeter and piers under all interior skid member intersections. The foundation must be engineered for each specific site, and such foundation engineering shall include a check of the skid members should these assumptions not be fulfilled. CRABTREE ENGINEERING 510 H Garcia Avenue Pittsburg CA 94553 510-427-2320 RCE 14295, Exp =/31/97 Communications � l a i ngs of job �� _•0 -5 h / 7 T I � _li Y �''.m�'r America J � p•%. All Width Buildings - Plate Splice CaIcs 7/17/93 s8c revi see S/3/93 2c Hem -Fir stud (grade E := 1.2-10 . psi Fc .= 500 -psi Ft .= 375•psi 16d Nail Lateral Load p .= 122 -lb ( Table 12.38 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 1991 EDITION) 2x.4 cross sectional area 2 A 5.25 -in Maximum Ccmpressi ve Lead in 2x4 (tension is less) . = F r_A _ ' C = 2. 625 • 19J .. l b Required number of nails P Lenq#N of Lap Splice L 48 -in Spaning o4 pairs of Nails = 4 -in Chord Splice 2x6 cross _ecticn_,i area 2 A 8.'25' in Maximum tension Lead in 2x6 C Ft•A 1.:1' - C = 4.115-10 'lb Required number of nails C N .727 Use N ._ -- P ONLY 2% UNDER - OF•'•. Length of Lap Splice L 4e.in I Use 11 row=_ of _ mils on each side CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Emp 3/31/97 job 9303-5 sh 1 $ of 7/17/9= sec Communications Buildings of America i•iedown plate Calculations Mild Steel Fy := 6 • k:si Fv . _ . 4 • Fy Fv = 14.4 • k:si E 29-10 • ksi Fb . 66 •Fy Fb = 23.76 -ksi Design Wind Load p := 56•psf (110 mph) Maximum Building Height H 11•ft Thrust on Building P p•H P = 616•plf H 3 ib Overturning Moment OTM := F-- OTM = 1.3BG •11;D ft' — 1+ Width of Building (narrowest is worst case) W 10-+t +t Required righting moment RM 1.5.OTM _ lb RM = 5.082-10 f t • — ft Dead load of building DL (a•psV • 10-+t + b pst 11 DL = =—plf Righting moment due to Dead Load V4 _ lb DL 2 DL ft Required righting mcment from tiedowns RM .= RM - RN 3 1b TO DL RM = 3.622-10 • f t - — TD ft CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94553 510-427-2320 RCE 14295, Exp 3/31/97 Job 9303-5 sh )q of 7/17!9= sec Communications Buildings of America Tiedown*plate Calculations (cont) Tiedowrn spacing Sp 4.25 -ft May be achieved by spacing tiedowns evenly at 47 311 .(max) apart, or by placing two tiedowns every 8' 6" (max), the pair spaced (min) apart. Force to Tiedowns RM TD F -Sp F = 1.539' F,ip W Moment in Ti edown Plate TDm = 1.5•in'F _ TDm = 309.10 'in -lb Bending stress in plate Allowable 2=.76-ksi TDm-6 Jb fb = 19. 704 - k:si (-_.0 - .6875}'inK5'in) Shear in T i edown Plate TDv :0 F TDv = 1.539 -kip Shear stress in plate Allowable 14.4-k:si TDv fv fv = 1.095 -ksi (3.5 - .6875) -in -.5 -in Tension in Anchor Bolt Allowable := 1.5' kip ABt := (F) ABt = 1.539 -kip Check: shear on Tiedowns (same for bolts from floor to skid) Total shear force per bolt Fv P - Sp Fv = 2.618 -kip Allowable 2.75 -kip CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree r^ ttsbu;Pg CA 94553 510-427-2.320 RCE 11.295, Exp 3/31/97 Communications Buildings of America Job s.h ZO of 41 7/17/TZ sec Minimum diaphragm horizontal dimension for shear wall as controlled by building height and vertical diaphragm ratios !USC Table No. 25-1). Diaphragm Height =Building Height - 17 SH := DH .= SH - 1•ft Diaphragm Width DH k: k: k:8. k: 0 L'} 4 • a.k 5 +t 9.0 -ft 17.5 a Ia. 2. 143 ! 3.5 ;2.2% II 9.5' ft DH = 5 'ft DW = 12.429 I 'ft 10.0•f0 1 9 F. 571 C J.0.5•ft 19.5 I- 714 1 r f t 10J g . 357 j Maximum Building length without intermediate wall or rigid frame as controlled by building width and horizontal diaphram ratios (UBC Table No. 25-I). Building length (SL) = ::4 * Building width QW) 0 f 12 -ft BL = 14S • t t 17•ft I 52j CRAB T REE ENGINEERING 510 H Garcia Avenue Pittsburg CA 94565 510-427-2320 SL . = BW a a Samuel E. Craotree RCE 14295, Exp 3/11/97 Job 9303-5 sh 21 of 41 7/17/93 sec rev 4/22/94 sec Communications Buildings of America Shear Calculations - 10', 12' & 13' wide buildings - Roof Hem -Fir Framing lumber - Group IV factor f := 0.65 5/8" sheathing, both sides, 10d" @ 6", nominal 2" edge framing Case 1 Application UBC Table No. 25-J-1 av 425-plf allowable v 2*av•f v = 552.5-plf Height of Building BH 8 5• 9.0• ft 9.5• ft 10.0• ft 10.5 -ft 11.0• ft Width of Building = depth of roof diaphragm W := Design Wind Pressure (110 mph) i f10 -ft 12- ft ' 13 -ft p 56.0- psf Allowable length of building (as controlled by shear in roof) ' Width 4-W • v 10' 12' 13' Building i Height L = 46.429 55.714 60.3571 8.5' j,i p•BH 43.849 52.619 57.0041 9.0' j 41.541 49.85 54.0041 9.5' L 39.464 47.357 51.304 'ft 10.0' 37.585 45.102 48.8611 10.5' 35.877 43.052 46.64.) 11.0' CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg' CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 Communication's Buildings of America Job 9303-5 sh ZZ of ".,I, 7/17/93 sec Data and formulae for shear wail calculations "UBC Table No. 2=-G, Exposure D, 0-15 ft. high Ce 1.39 UBC Table No. 23-H, !Method 2, less than 40 ft. tall Cq := 1.3 UBC Table No. 23-F qs 80 mph 16.4 sf� 90 mph GATT • osf 100 mph 25.6 sf URC Table No. 25-L, Special Occupancy Structures I := 1.00 Design Wind Pressure p := Ce•Cq•gs•I 9. 635 i 80 mph p = 37.5861I !46.2'59 psf 90 mph f 100 mph For end wall shear and hold downs Building Length = BL Building Height = BH Total Shear Wall Length = Sly! Total Smear per end =.V Unit Smear = v Uplift Force = . For side wall shear and hold downs Building Width = BW Building Height = BH Total Shear Wall Length = SW Total Shear per side = V Unit Shear = v Uplift Force = F BL•BH•p BW-BH•p V V V v — F v •BH 4 4 SW Allowable Shear for 5/8" CDX one side only DF edge nailing i HF ._ 2 -DF •.65 6" 340 1f 442 4" 510 1f 66.T. 3" 665 1 f Allowable Shear for HF = 865 •plf 2" 870 •olf 11=1 Al1owabie Hold Down Load per HD2 3300 1b HL' 5 4665 lb HD6 6080 lb none 1000 lb CRABTREE ENGINEERING 510 H Garcia Avenue Pittsburg CA '94565 510-427-2.20 Samuel E. Crabtree RCE 14295, Exp 3/31/97 Communications Buildinqs of America job 9-_0F_.-5 sh Z3 of 4f Weld size for hold down anchor to .skid for HD50s and HD6' P = Permiasable eccentric load in kips assume symetrical, then 1/2 to each.side 6. o8 P ._-----kip P = .04- ip I = length of each weld in inches 1 2 -in a*l = e eccentricity e (.325 + .25 + .96875)•in e = 1.544•in e a = 0. 772 1 Special Case ? oad not in plane of welds k . - OD C from RISC manual C (.278 - .72-C.278 . 244) - V C = 0. 254 - kp i D= number of 16ths of an inch in fillet weld size P D B = 5. 996 C•i use 6/16" = 3/6" fillet welds Width of 3/8" Plate = W e (.325 + .25 + .96875) -in .W e + (-.325 . .96675 + .25) -in W = 2.48• in CRABTREE ENGINEERING 510 4 Garcia Avenue Samuel E. Craotree Pittsburg CA 94565 510-427-2320 RCE 14295, rxo 1/31/97, Job 9_�14s_—C S:-iZ--- o= 4, o� America 7/17!9_ sec / oa�n Requirements (page 11 Design Wind Speed = BE ap h t29.b3 psf) Total ictal Shear Length ing per Shear Hall knit Uplift Halddaan Edge PrEisure Height Height Length Length End In End Shear Farce Required 1(ail in) (1:1 (f t) tint tplf) (IE1 Spacing (in) 0 1259 2 b 504 4282 HG5 4 3 3 387 3293 HD2 b b !4!7 2 b 567 4917 HDb 4 2 7 549 465! HG5 4 3 8 386 328# Hut b 0 1574 2 6 b30 5352 ND6 4 2 11 540 4501 .405 4 4 1 305 'x271 N%�2 b b !732 2 b b93 5891 HD6 3 3 2 547 4b48 HG5 4 4 b 385 3271 Hut b 0 1999 2 8 700 �602i HDb 3 3 e Su0 4581 'r'u5 4 4 11 3E4 325b Nut 6 b 2G4b ? !1 102 5964 Hub 3 9 545 4b3B .GS 4 5 4 384 32b! ..u2 b 0 :204 3 1 715 b075 'rub 3 4 i 5-40 450? FOS 4 ' 5 9 303 3256 Hut b 0 1333 ? 7 5Ib 4391 HG5 4 3 8 364 3091 Hut 5 b i5G0 2 7 591 4936 HDo 4 2 1! 514 43?1 HG5 4 4 2 363 3060 ND2 6 0 1667 2 7 645 5494 HDb 4 3 3 513 4354 NDS 4 4 7 3b4 3891 HM b b !933 2 1 i10 6032 HDo 3 3 7 512 4349 'r.35 4 5 1 36I 30bb HD2 b G 2000 3 0 b67 Sbb7 HDb 3 3 1! 511 4348 HOS 4 5 6 3b4 3691 HK b b 21b1 3 3 b67 Sbb1 Hub 3 4 3 510 4333 HDS 4 5 11 3bb 3113 HG2 6 G 2333 3 b bb7 5bb1 HDb 3 4 7 509 4321 HD5 4 b 5 364 3491 HG2 6 Samuel E. Crabtree 510-427-2.3020 RCE 14295, Exp Z,:,!::.1/97 Communications Buildings End Wall Shear and Hold D Wind Building Building Building Build (psf) Ht) (ft) tin) (f t) (it)(in) 29.63 9.50 B b 26.00 2 22.50 22 25.00 25 27.50 27 30.00 32.1;0 32 35.90 35 9.00 9 0 20.00 20 22.59 22 25.0? 25 27.50 27 35.00 30 32.50 32 35.00 35 CRABTREE ENGINEERING 51'1 H Garcia Avenue Pittsburg CA 945615 Job 9:0~-5 Sh S-0+'4_1 Communicai.icns Buildings o7 America 7/17/93 sec End Wail Shear and Hold Down Requirements (pace 2) Design hind Speed = E8 uph (29,63 psi) Total Total Shear Length Vind Building Building Buildirq Building per Shear Wall Unit Uplift Holddoan edge Pressure Height Height Lenoth Length end In end Shear Force Required )flail (psi) (f t) (it)(in) (i t) (ft)(in) (1 b) (f t) (i n) (plf) (i b) Spacing (in) 9.53 9 6 29.96 29 8 1487 2 9 512 4262 H06 4 2 I1 483 4584 HD5 4 4 1 345 3274 H02 6 22.59 22 6 1583 2 9 576 51176 HD6 4 3 3 487 4628 HD5 4 4 7 345 326-2 1402 6 2 .96 25 6 11757 2 9 645 6,278 H06 4 3 7 491 4664 H05 4 5 1 346 3296 H02 6 27.56 27 6 1935 3 1 628 593 HD6 4 4 5 424 4596 H05 4 5 7 547 ;=93 H,D2 6 'JC.96 3117 6 2111 3 4 633 6917 H--16 4 4 4 187 4628 H05 4 b 1 347 3297 H02 6 32.54, . 32 6 2227 3 7 638 6663 HD6 4 4 E M 4656 H05 4 6 8 343 3259 H02 b 35. A6 35 9 24633 !1 629 5974 H06 4 5 1 4K 4603 HID5 4 7 2 34 3265 HD2 6 !6.86 19 6 29.03 20 6 1462 2 11562 50779 HD6 4 3 3 456 4553 HD5 4 4 b 329 3292 h102 6 22.56 22 6 1667 2 it 57i 5714 HDb 4 3 7 465 4651 H95 4 5 1 322 3279 HD2 6 25.96 25 6 '1852 3 1 661 6606 HD6 4 4 9 463 4638 HD5 4 5 8 327 3268 H02 6 27.58 27 6 2037 3 5 596 5962 ' HDb 4 4 5 461 4612 H05 4 6 3 326 3259 HD2 b 38.66 3E 6 2222 3 B 666 6661 HD6 4 4 16 465 4598 H05 4 6 9 329 3292 HD2 6 32.58 32 6 2467 4 6 662 6819 HD6 4 5 2 466 4669 HD5 4 7 4 328 3283 HD2 6 -35.29 35 c 2593 4 4 598 5983 H06 4 5 7 464 4644 H05 4 7 11 327 3275 HD2 6 CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pi-ttsburg CA 94565 510-427-232; RCE 1,a 9, E-.,;3 77/77=Y/97 Job 9�;,;-;-5 S, - L o- 41 CommLtnications Buildings of America 7/17/9:' sec End Wall Shear and Hold Down Requirements (page _) Design Wind Speed = 80 oph (23.63 psi) iota! Total Shear Length Wind Building Building Building 9uilding per Shear Nall Unit UpliR Holddown Edge "Pressure Height Height Length Length End In End Shear Force Required )(ail (Ps-) (it) H tHin) (it) (it)(in) (!b) (it) tin) (pli) (lb) Spacing (in) 18.56 10 6 20.00 20 0 1556 3 0 519 544-3 FM 4 3 7 434 4559 HD5 6 5 0 311 3267 'rut 6 22.50 22 6 1750 3 1 569 5965 HD6 4 4 3 438 4574 HD5 6 5 "r 313 32.231 rut 6 25.001 25 0 1944 3 5 569 5916 H06 4 4 5 440 4623 hu5 6 6 3 3!! 3267 'r'D2 6 27.50 27 6 2139 3 9 570 5989 Hub 4 a !h - 46a7 � 4 6 IF 313 3237 'r,:.'2 30.03 30 0 2333 4 '1 571 600: Hub 4 5 4 438 4574 Huy 6 7 6 311 325: Hut 6 32.58 32 b 2°29 4 5 572 6010 HD6 4 5 9 " � a6i6 Hes 6 E 1 313 3234 n4G c 35.^i 35 g 2722 a 9 573 6918 Hu6 4 6 2 441 4635 t..'S 6 8 9 314 3"c9� HD2 6 11.00 11 3 20.:8 20 3 163? 3 2 515 566! Hub 4 3 11 416 4577 Huy 6 5 6 296 3259 'rut 6 22.50 22 6 1833 3 4 550 6050 Hn, 4 4 4 423 4654 Huy 6 6 2 247 3273 H02 6 2S.88 25 0 2037 3 9 543 5975 Hu6 4 4 13 421 4636 Huy 6 6 10 296 3279 HE") 6 27.50 27 6 2241 4 1 549 6036 H06 4 5 4 420 4622 H05 6 7 6 299 3286 HOZ 6 30A0 30 0 2444 4 6 543 5975 H06 4 5 10 419 4610 HD5 6 8 2 299 3293 HD2 6 32.58 32 6 2646 4 10 548 6027 H06 4 6 3 424 4661 Huy 6 8 13 300 3298 H02 6 35.00 35 0 2852 5 2 552 6072 Hub 4 6 9 423 4648 HD5 6 9 7 298 3273 Hu2 6 C RAE{TREE ENGINEERING 511 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 51!;.-4^7—"? ?SJ RCE 14295, Exp -/31!97 Job Sh ? 7 of ¢1 Communications Buildings c -f America 7/17/9.? sec End Gull Shear and Hold Lown Requirements (gage 4) Design Wind Speed = 90 mph (37.59 psi) Wind Building Building Building Building Total total Unit uplift Hoiddoan Edge "Pressure Height Height Length Length Shear Length Shear Force Required Nail (psi) (ft) (ft) (in) (ft) (ft) (in) per Shear (plf) (lb) Spacinq End Wall (i n) (lb) (ft) (in) 37.59 8.56 8 6 20.60 20 6 1596 2 6 639 5432 H96 4 1598 2 11 546 4656 H315 4 1598 4 2 360 3259 HD2 6 22.56 22 6 IM 2 7 696 5914 H06 2 1797_ 3 4 539 4583 HDS 4 1797 4 B 395 3274 HD2 6 25.66 25 6 1997 2 16 765 5991 H06 2 1997 3 8 545 4629 H05 4 1997 5 2 387 3285 FD2 6 27.50 27 5 2,197 3 1 712 1056 HD6 2 2197 4 1 538 4573 4.D5 4 2197 5 8 388 3295 HD2 6 30.60 36 6 2376 3 701 5962 H n 6 2 2396 4 5 543 4;12 H, -3 4 2396 6 3 383 3259 HD2 6 32.50 32 6 2596 3 8 746 6019 , FD6 ? 2516 4 9 '441 4644 ".DJ 4 2596 6 ? 365 3269 HAD2 6 35.05 35 0 2706 4 1 665 5825 H06 2 2796 5 9 406 41.3 F05 4 2796 7 3 366 3278 H02 6 9.66 9 0 20.90 U 6 1692 2 7 65:; 5993 HD6 4 1692 3 4 507 4567 FDS 4 1692 4 8 362 '5262 HD2 6 22.50 22 6 1963 2 10 672 6045 1406 2 1963 3 9 557 4567 H05 4 1963 5 3 362 3262 HD2 6 25.60 25 6 2114 3 2 668 6c89 H06 2 2114 4 1 518 4666 H05 4 2114 5 16 362 3262 HD2 6 27.56 27 6 2326 3 6 665 5961 HD6' 2 ' 2326 4 6 517 4652 .405 4 2326 6 5 362 3262 H02 6 36.00 36 0 2537 3 16 662 5957 H06 4 2537 4 11 516 4645 HD5 4 2537 7 0 362 3262 HD2 6 32.59 32 6 2749 4 1 673 6559 H06 2 2749 5 4 515 4639 H05 4 2749 7 6 - 367 3299 HD2 6 35.90 35 0 2960 4 5 676 6832 H06 2 2966 5 9 5L5 4633 HOS 4 2960 8 1 366 3296 H02 6 CRABTREE ENGINEERING 510 1-1 Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 51!%x-427-2320 F,CE 14295, E:: :! _ / _.' 1 /97 ' . Job 3 ;: -� sh ZS of Communications Buildings of America 7/17/973 sec End Wall Shear and Hold Gown Requirements (page 5) Design Wind Speed = 90 nph (37.59 psi) )find building Building Building Building Total Total Unit Uplift Holdcoan Edge Pressure Height Height Length Length Shear Length Shear Force Required Nail (psi) (it) (-Min) (in) (i t) Ht) (in) per Shear (pli) (lb) Spaci.r.g End Hall (in) (lb) (f t) (i n) 9.50 9 6 20.00 29 0 1796 2 10 630 5987 H06 4 1786 3 8 487 4626 F05 4 1796 5 2 346 3283 HD2 6 22.50 22 6 2039 3 2 634 M6 HD6 4 2509 4 2 482 4.560 HD5 4 2009 5 10 344 3211 ;:D2 6 25.90 25 5 2232 3 6 638 6058 H06 4 2232 4 7 487 4626 HD5 4 2232 6 6 343 3262 HD2 6 27.53 27 6 2455 3 11 627 5953 h''136 4 2F55 5 0 491 4665 HD5 4 :455 7 1 347 3293 HD2 6 3a. an 39 a 2678 4 3 635 5947 HDb 4 2678 5 6 487 4626 HD5 4 2610 7 9 346 3283 4D2 6 32.50 32 6 2901 4 7 633 614 HD6 4 2901 5 11 495 4659 'r.DS 4 290=. a 5 345 3275 H02 6 35.00 35 0 3125 4 11 636 60;37 HD6 4 3125 6 5 487 4626 05 4 3125 9 0 347 3293 H02 6 1N.00 10 9 20.93 23 0 1893 3 2 594 5935 HD6 4 Iasi 4 1 460 4603 HD5 4 Iasi 5 9 327 3269 ;D2 6 22.56 22 6 2114 3 6 604 6341 H06 4 2114 4 7 461 4613 H05 4 2114 6 5 330 3295 HD2 6 25.00 25 0 2349 3 11 600 5998 H06 4 2349 5 1 462 4622 H05 4 2349 7 2 328 3274 HD2 6 27.50 27 6 2584 4 4 596 5964 HD6 4 2584 5 7 463. 4629 HD5 4 2584 7 16 336 3299 HD2 6 30.00 30 0 2819 4 8 604 6041 H06 4 2819 6 1 463 4634 HD5 4 2819 8 7 329 3285 H02 6 32.50 32 6 3354 5 1 601 6004 HD6 4 3054 6 7 464 4639 HD5 4 3054 9 4 327 3272 HD2 6 35.09 35 9 3289 5 5 607 6472 406 4 3289 7 1 464 4643 HD5 4 3289 10 0 329 320-9 H02 6 CRABTREE ENGINEERING 51EI H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-232101 RCE 14295, Exp Z,/31 /97 job 9303-5 Sn Z9 o+ A"1 Communications Lui'_dings o -'r America 7/17/93 sec End Wall. Smear and Hold 1)own Requirements (page 6) Desion Hind Speed = 96 aph (37.59 psi) Wind Building Building Building Building Total Total Unit Uplift Holddoan Edge Pressure Height Height Length Length Shear Length Shear Force Required Nail (psi) (f t) (ft) (in) (f t) (ft) (in) per :hear (plf) (lb) Spacino End HalI (i n) (Ib) H t) (i n) 18.56 16 6 28.30 20 8 1973 3 5 578 6965 HD6 4 1973 4 b 439 4605 HD5 6 1973 6 4 312 3272 H02 6 22.S+i 22 6 2223 3 11 567 5952 H06 4 2279 5 4 416 4371 HD5 b 2229 7 1 313 3:91 H02 6 25.30 25 0 2467 4 4 569 5977 H06 4 2467 5 7 442 4639 HD5 6 2467 7 11 3112 3272 HD2 6 27.59 27 6 2714 4 9 571 5798 HD6 4 2714 6 2 446 4623 Huy 6 271; 8 ? 313 3288 Hut b 0, 2969 5 2 573 6916 4 2960 6 8 444 4662 :.u5 4 29.0 9 6 312 32,72, Hot 6' 3L.JJ 3. 6 3;.K J 7 5/4 60.31 t.D6 4 3297 3 442 4644 HOS 4 3207 16 3 313 3295 HD2 6 -75.60 35 C 3454 6 C 576 6944 Hn. 4 3454 7 10 441 4629 HD5 6 3454 11 0 314 .3297 FD2 6 11.60 11 8 2.5.66 29 0 2067 3 9 551 6965 HD6 4 2E67 4 11 426 4625 'r1-.15 6 2667 6 11 299 3288 HD2 b 22.50 22 _ 6 2325 4 3 547 6928 H06 4 2326 5 6 423 4652 HD5 6 2326 7 19 297 3266 HD2 6 25.98 25 6 2583 4 9 544 5985 H116 4 2584 6 2 419 4619 P05 b 2584 8 8 298 - 3280 HD2 6 27.50 27 6 2643 5 2 556 6852 HD6 4 2843 b 9 421 4633 H05 6 2843 9 b 299 3292 HD2 6 30.98 30 6 3191 5 8 547 6326 H06 4 3191 7 4 423 4552 HD5 b 3161 16 5 298 3275 H02 6 32.50 32 6 3368 6 1 552 6875 H06 4 3369 8 6 426 4619 H05 6 3368 11 3 299 3285 H02 6 35.09 35 6 3618 b 7 556 6945 H06 4 3618 8 7 422 4637 HD5 6 3618 12 1 299 3294 H02 6 CRABTREE ENGINEERING 510 H Garcia Avanue Samuel E. Crabtree Pi ttsbUrg CA 94565 517%;-427-2320 RCE 14295, Ex n -i . 1 /97 Job Sh 20 of 4-1 Communications Buildings of America 7/17!9:' sec End Miall Shear and Hold Down Requirements (page 7) Design Wind Speed = 1409 mph total fetal Shear Length Edge Hind Building Building Building Building per Shear Unit Uplift Nail Pressure Height Height Length Length End Hall Shear Force Hoiddown Spacing (psi) (f t} (f t) (i r.) (f t} (f t} (in) (Io) (ft (in) (plf) (lot Rewired (in) 46.26 8.59 8 6 29.39 20 B 1966 2 9 715 6077 HD6 3 1966 3 7 549 4664 HD5 4 1966 5 1 387 3297 HD2 6 22.59 22 6 2212 3 2 698 5937 HD6 3 2212 4 1 542 468= H55 4 2212 5 9 SES 327: H02 6 25.09 25 0 2458 3 b 192 5966 nD6 3 245E 4 6 546 4642 HD5 4 2459 6 4 388 3298 HD2 6 27.513. 27 6 2733 3 10 705 5M H06 3 2703 5 6 541 4596 HD5 4 2703 7 0 366 3283 HD2 6 30.30 30 6 2949 4 2 703 6316 HD6 3 2949 5 5 544 4628 HD5 4 2049 7 8 385 3216 ND2 6 32.55 32 6 3195 4 6 710 6935 HD6 3 31- 5 13 548 465: HIM 4 3195 8 3 387 3292 HD2 b 35.30 35 a 3441 4 19 7t7 6051 HD6 3 "441 6 4 543 4619 HD5 4 3441 8 1! 386 328 HD2 b 6 6 20.00 20 g 2082 3 1 675 6076 H06 3 2982 4 1 519 4538 HD5 4 2062 5 9 362 3258 H02 6 22.50 22 6 2342 3 6 669 6022 H06 3 2342 4 7 511 4599 H05 4 2342 6 5 365 3285 Hut b 25.00 25 9 2692 3 11 664 5979 H06 3 2692 5 I 512 4681 H05 4 2692 7 2 363 3268 402 6 27.50 27 6 2862 4 3 673 6961 HD6 3 2862 5 7 513 4614 HD5 4 2862 7 10 365 3289 HD2 6 38.00 36 9 3123 4 8 669 6922 HD6 3 3123 b 1 513 4626 HD5 4 3123 8 7 364 3274 HD2 6 32.59 32 6 3383 5 1 665 5969 HD6 3 3383 6 7 514 4625 HD5 4 3363 9 3 366 3291 H02 6 35.06 35 6 3643 5 5 673 6053 HD6 3 3643 7 1 514 4629 H05 4 3643 19 0 364 3279 H02 6 CRABTREE ENGINEERING 51f--,) H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94365 510-427-2320 RCE 14295, Ex c 3/7111/97 Job 9=0=-5 Sh j f of Communications Buildinas of America 7/17/9= sec End Wall. Shear and Hold Down Requirements (page e) Design Hind Speed = 10: zoh Total +lotal Shear Length Edge Hind Building Building Building Building per Shear Unit Uplift Hail "Pressure Height Height Length Length End Wal! Shear Force Holddoyr, Spacing (osf) (ft) (f t) (i n) (f t) (ft) (in) (lb) (ft (in) (plf) (lb) Required (in) 9.58 9 b 29.68 26 B 2197 3 6 625 5964 H06 4 2197 4 6 488 4639 HD5 4 2197 6 4 347 3296 HD2 b 22.59 22 6 2472 3 11 bat 5996 HD6 4 2472 5 1 486 4629 HD5 4 2472 7 2 345 3277 H02 b 25.Ea. 25 6 2747 4 4 6334 6822 141)6 4 2747 5 S 465 4665 H05 4 2747 7 1l 347 3296 H02 6 . 27.59 27 6 3021 4 9 635 6943 HDb 4 3521 b 2 490 465`, H05 4 �Cc1 C 7 J�j 3: " hu2 6 35.50 30 0 3296 5 2 638 6060, F06 4 3296 6 9 45S 4637 H05 4 3296 9 b 347 3296 H02 6 32.5:32 6 3571 5 7 6; 6976 E06 4 35/1 7 4 487 4626 iG5 4 357: 10 4 346 131C3 MDL 6 35.6: 35 6 3545 b 1 632 6895 HDb 4 3545 7 19 491 4664 F05 4 3845 1! 1 347 3296 !402 6 6 !e.60 le 6 29.6e 2? 9 2313 3 A 6074 6834 H06 4 2313 5 6 463 4525 H05 4 2313 7 1s27 3265 HD2 b 22.56 22 6 2502 4 . 4 603 6005 H06 4 2602 5 7 466 4661 HD5 4 2692 7 1! 329 3297 HD2 b • 25.09 25 9 2591 4 10 598 5982 HDb 4 2891 b 3 463 4626 HD5 4 2891 8 16 327 3273 H02 b 27.58 27 6. 3188 5 3 666 6958 HDb 4 3189 6 19 465 4654 HE'S 4 3188 9 8 329 3296 HD2 6 38.66 38 6 3478 5 9 633 6834 H06 4 3478 7 6 463 4626 HD5 4 3476 19 7 328 3278 H02 b 32.58 32 b 375? -,6 3 631 6014 HDb 4 3759 8 1 465 4653 HD5 4 3759 11 5 329 3292 HD2 6 35.66 35 6 ' 4048 b 8 691 667,2 HD6• 4 4648 8 9 463 4626 H05 4 4648 12 4 328 3282 HD2 6 CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree F'ittsbur9 CA -94565 510-427-21320 RCE 14295, E:,;n =/=1/97 'TOb 9_0_—J, Sit L.Y 4 Communication=_ Buildings o4 America 7/17/9. sec End Wali Shear and Hold 'Down Requirements (page 9) Des;^n wind Speed =463 mph n CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 51(x -427-2232(A RCE 14295, Exp ?/x;1/97 Total Total Shear Length Edge hind Building Building Building Building per Shear Unit Uplift Nail Pressure Height Height Length Length End Wail Shear Force He)ddown Spacing (psf) (ft) Ht) (i n) (f t) (f t) (i n) (i b) (it (i n) (plf) (lb) Required (i n) 10.50 10 b 20.c0 26 6 2429 4 3 571 6006 H06 4 2429 S. 6 442 4637 HDS 6 24,115 7 9 313 3296 HD2 6 22.53 22 6 2132 4 9 575 6940 H06 4 2732 6 2 443 4652 HDS 4 2732 8 9 312 3279 HD2 6 25.60 25 0 3036 5 4 569 5977 H%16 4 3036 6 13 444 4665 r.DS 3v36 9 9 314 3296 E02 6 21.56 27 6 3339 5 t3 572 6011 H06 4 333'- 7 7 446 4624 HD5 6 3339 13 8 313 3287 402 6 30.60 33 3 3643 6 4 575 6040 HD6 4 3643 8 3 442 4637 'r.DS 6 3643 it B 312 3279 i:D2 6 32.53 32 6 3947 6 10 576 6064 906 4 33947 6 it 443 4647 ::D5 4 3947 12 7 314 3293 .-02 6 35.60 35 6 4250 7 5 573 6017 M-6 4 4256 9 7 443 4657 HDS 4 425: 13 7 313 3265 ii02 6 6 11.56 tt 0 26.@3 23 6 2544 4 8 545 5797 HD6 4 2544 6 6 424 4665 H315 6 2544 8 6 299 3293 H02 6 22.50 22 6 2662 5 3 545 5997 HD6 4 2962 6 9 424 4665 Has 6 2862 9 7 299 326S HD2 6 25.60 25 6 3186 5 16 545 5997 HD6 4 3186 7 6 424 4665 H05 6 3186 16 8 298 3286 HD2 6 27.56 27 6 3499 6 4 552 6076 HD6 4 3496 8 3 424 4665 HDS 6 3499 it 8 306 3299 HD2 6 30.60 3r 6 3816 6 11 552 6070 HD6 4 3816 9 0 424 4665 H05 6 3816 12 9 299 3293 H02 6 32.56 32 6 4134 7 6 551 6064 H06 4 4134 9 9 424 4665 H05 6 4134 13 16 299 3288 HD2 6 35.60 35 0 4453 8 1 551 6059 H06 4 4453 10 6 424 4665 HOS 6 4453 14 11 298 3283 402 6 n CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 51(x -427-2232(A RCE 14295, Exp ?/x;1/97 CRAB i REE ENG T NEER I NG 51(7-1 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 5110-4'-77—C•_• iD RCE 1.4295, E;cp T/ _ 1 /97 ` job 9"'707-5 Sn 33 0-C 4 I Communications Building= et America 7/17/93 sec Side Mall Shear and Hold Down Requirements (page 1) Oe=ion Wind Speed = �0 nph i29.b3 psi) Total Total Shear Length Mind 8ailding Building Building Building per Shear Wail Unit Uplift Hoiddown Edge Pressure Height 4eight Width Width End In End Shear Force Required Mail (psi) (i t) (it)(in) H t) (:'titin) (lb) (ft) (in) (plf) (lb) Spacing (i n) 29.63 8.50 8 6 10.00 18 0 630 2 6 252, 2141 H52 6 5 5 115 lee none 6 12.00 12 0 756 2 6 302 2569 Hid 6 6 6 116 988 acne 6 13,00 i3 0 ail 2 6 321 2783 HN 6 7 0 117 M none 6 16.00 LS 6 667 . 7 25B 2194 Hu2 6 5 9 116 986 none 6 12.:0. 12 . M. 2 7 3i0 2632 4i;2 b 6 itl 117 995 n ; e 6 '.:.2 t3 2 367 2 7 335 2852 Hu2 6 7 J 111 993 aGr,? 6 9.5r 9 b 10.0: 10 a 7t"": 2 4 255 2431 .92 b b 9 1 a a 77n nolle 6 12.:0 12 0 844 2 7 307 2911 'r." 5 a 1 H4 992 acre 6 ".PO 13 0 915 2 9 333 316: HO2 b 8 9 105 993 none 6 i?.62 I0 0.. .0.9.0 to 0 i41 2 ii 254 2545 HO2 6 7 5 100 979 none 6 12.52 12 g 859 2 11 305 3048 HO2 b 8 11 100 997 none b 1:.000 1: 963 3 i 312 3123 Hu2 6 9 a 100 996 none 6 !0.50 1S 6 MOO to 0 778 3 0 259 2722 H02 6 8 3 94 990 none 6 12.00 12 a 933 3 1 303 3178 H02 b 9 10 95 997 none 6 13.00 13 0 tell 3 5 296 3107 H02 b 10 8 95 995 none b 11.0r it B 16.08 19 0 815 3 2 257 2830 H02 6 9 0 91 996 none b 12.00 12 E 978 3 4 293 3227 H02 b 10 10 90 993 none b 13.02 13 0 1059 3 9 282 3101 402 6 it 8 91 999 none b CRAB i REE ENG T NEER I NG 51(7-1 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 5110-4'-77—C•_• iD RCE 1.4295, E;cp T/ _ 1 /97 Job 97- =-5 S h 340, 4-1 Communications LL:lia_nq ct America 7/ 17/`?•7 pec Side Wall Shear and Hold U-ovin Requirements (page Z-') Design (tine Speed = 9 aph (37.59 psf) . Total Total Shear Length !hind 301 din ki iding Building Suilding per Shear Rai: Unit Up -lit Hcledown Edge Pressure Heigh; r.eight Width Width End In End Shear Force Required Nail (psi) (it) (ft)(in) (f t) (ft)(in) (1bi (ft) (i n) (pi-) (ibi Spacing (i n) 31.59 E.56 8 6 1r.56 10 3 799 2 6 320 27116 HD2 6 799 6 16 117 994 none 6 12.00 12 0 959 2 7 371 3154 H02 6 959 8 2 !17 998 ror.e 6 13.6r li 6 1038 2 i0 3613115 HD2 6 1639 E to its 999 none 6 9.60 0 IE.01' :s846 2 7 327 2947 H?? 6 846 7 8 113 993 none 6 .00 12 g ',6l5 2 10 358 3224 r.D2 6 115 9 2 :!1 g -.k none 6 13.0r 13, 6 110- 3 2 3347 3125 CO2 6 113=3 4 11 111 903 r0"e x 9.50 9 6 10.00 10 0 893 2 10 315 2993 HD2 6 89.+ 9 6 105 998 rove 6 12.00 12 3 le -Ii 3 2 338 3214 ant 6 1071 :0 3 lr5 093 rcne 6 13.93 i3 0 1', 3 6 332 315: H02 6 1161 1; 1 195 995 none 6 0.03 10 0 16.69 13 0 943 3 2 2T'7 2969 H02 6 94a 9 5 103 998 none 6 12.06 12 0 1128 3 322 3222 H02 6 1128 11 4 106 995 none 6 13.60 13 0 1222 3 11 312 33119 HD2 6 1222 12 3 100 997 none 6 10.56 10 6 :6.00 16 0 987 3 5 289 3332 H02 6 987 10 5 95 995 none 6 12.00 12 6 1184 3 10 309 3243 HD2 6 1184 12 6 95 995 none 6 13.0E 13 0 1283 4 1 314 3299 H02 6 1283 13 6 95 998 none 6 11.66 11 0 10.06 10 0 1034 3 9 276 3032 HD2 6 1034 11 5 91 996 none 6 12.00 12 0 1240 4 3 292 321', HD2 6 1240 13 8 91 999 none 6 13.00 13 0 0344 4 9 293 3112 H02 6 1344 14 10 91 997 none 6 CRABTr E E E -N 1 NEER? NG 121 M Garcia Avenue Samuel E. Crabtree F='ittsburq CA 94565 51Ov-420-23210 RCE _4295, t;cn :!./:!T'--/97 CF:ABTREE ENG I VEER I iUG 510 1--i Garcia Avenue Samuel E. Crabtree Pittsburg CA 9u.JbJ 5:ia-427 — '21 -.S, 2LO RC'E 14'195 Ex _ 1- 3 1 /97 {;p Job 93TO3-5 Sh ��o> 4-1 Communications Builc+incs c -f America : /1719:' spec Side t4al.i Si-iear and Hoicl Down Req! irements ipage ) uesien Bind Speed = 160 ooh (46.26 psf) Total Total Shear Length Hind Building Building Building B-,:ilding per Shear Sail Unit Uplift Hoiddown Edge Pressure Height 'reiaht Width Width End in End Shear Force Required Hail ipsf) (it) Ht)(in) (f t) (ft)(in) Ilbl (ft) (in) (plfl (ib) Spacing tin) 46.26 8.59 8 6 10.00 t3 9 983 2 9 357 3636 HD2 6 983 8 5 117 993 none 6 12.69 12 E 1189 3 2 373 3166 H02 6 116£ 10 1 117 994 none 6 13.69 13 E 2278 3 6 365 3194 Hut 6 1278 t6 11 111 995 none 6 6 9.09 9 9 10.99 t9 9 1E»i 3 1' 338 3.033 Hut 6 1641 9 5 it; 995 nage b 12.9E 12 E- 1:49 3 6 1117 3212 HD2 6 1239 11 3 111 999 Rene 6 17.0; 1-3 E i3" 3 11 345 31-94 452 6 1353 t2 3 HE 994 none 6 6 9.5E 4 6 IE.BE tE E !^993 6 314 2992 Hi)2 6 11099 1E 6 195 99» :.ore b 12.6, 1-2 E 13,19 3 1! 3377 319E HD2 6 1318 12 7 195 995 none 6 13.92 1-3 E 1428 4 4 330 3131 HD2 6 !428 13 7 195 999 none 6 6 10.53 !o 6 19.90 19 9 1157 3 10 392 30!7 Hut 6 1157 It 7 too 998 none 6 12.93 12 E 1383 4 4 33 3203 HD2 6 1388 '.3 11 111E 997 none 6 13.00 13 9 1593 4 19 311 311-1 HD2 6 i5i3 15 1 169 997 none 6 6 16.59 19 6 19.6; 18. 6 1214 4 3 286 309E 'r02 6 1214 12 16 95 994 none 6 12.96 12 9 1457 .4 9 397 3221 HD2 6 1457 15 4 95 998 none 6 13.00 13 9 1579 5 4 296 3165 1162 6 1519 16 7 95 1090 none 6 6 11.09 11 9 19.99 18 9 1272 4 8 273 2999 H02 6 1272 14 6 91 1HE9 none 6 12.99 12 9 1527 5 3 29I 3199 Hut 6 1527 16 13 91 996 none 6 13.6E 13 6 1654 5 19 284 3119 HD2 b !654 18 3 91 997 none 6 CF:ABTREE ENG I VEER I iUG 510 1--i Garcia Avenue Samuel E. Crabtree Pittsburg CA 9u.JbJ 5:ia-427 — '21 -.S, 2LO RC'E 14'195 Ex _ 1- 3 1 /97 Communications Buildings of America 3 c b 93Q3-5 Sheet / o£ 4-/ 7/17/93 sec rev 8/2/93 sec RIGID FRAME BENT (page 1) (USE WHEN BUILDING LENGTH REMUIRES MORE SHEAR WALL THAN ENDS ALLOW BECAUSE OF BUILDING WIDTH OR OPENINGS) Material = 5x5 WF !6.0 plf F9 := 30-ksi Fb := 22'ksi Fv := 13•ksi 2 Aw :=`1.2-inS := 8.53 -in r := 1.2 -in k := 1.0 Wind Pressure p :_ Building Height BH J SO moh 12V 6 -os7! 90 m/E 37.6 osf ' J -ft_: 100 mph r46.3 -os ) |9. t g__.. . 1/2 of wind for=e Goes to roof 110.5 -ft| aItj 122 cf wha: goes to roof goes to each leg Spacing Dstergined by Bending_ 4-S•Eb Byeending J,i SH •FBH - l -ft] -P j [ J 2 i Design Wind Semen 90moh loomph [13. 15 26.1 21.19) EE.S] 9.._�32 i29.35 23.11 10.76i | 9| 6.17 20.6 16.731 9.5| Syeending = |23.46 10.49 15.015t SH = 1.0 ft 'Wi9 16.68 13.34| . 12.282 Im.� 11] 09,21 15.12 [ Spacing determined By Shear 2-Aw-0.6-Ev ByShear j,i BH -p J i 1-74.4 58.57 47.57- 70.27 55.32 44.92 . 66.57 52.41 42.56 ByShear = 63.24 49.79 40.43 'ft Bending controls 60.23 47.42 38.51 A7.49 45.26 36.76 Building Width BW i I-! 17. Wit CRABTREE ENGINEERING 510 H Garcia Avenue Pittsburg CA 94563 5iO-427-2320 Samuel E. Crabtree RCE 14295, £xo 3/31/97 7 Communications Builcings of America -"\b 9303-5 Sheet -7 of 4-/ 7/17/53 sec RIGID FRAME BENT (page 2) (OSE WHEN BUILDING LENGTH REQUIRES MORE SHEAR WALL THAN ENDS ALLOW BECAUSE OF BUILDING WIDTH OR OPENINGS) Maximum Design Moment M := Fb-S M = 15.64-kip•ft Shear Connecti\n Plat/ (use at inflection point of top member) (10' wide Building is worst case) . Vertical -force from top member to each leg = max. vert. shear M V =_ V = 1.56 -kip v 1@.+t v Connection - Bolt in single shear 5/8" A307 allowable = 3.02 kip use 2 bolts for symetry dia := .623 -in bearing on plate tg := .250,in A := dia•t p 2 A = 0.16 -in V v - f f = 10.01-ksi Fo = K,. = A p . 1/4" plate is more than adequate Connection of oost to floor 5/8" x 5",Bolt dia :_ .623 -in Allowable Load - Tension Tension := 6.1 -kip Shear ' Shear := 3.1 -kip 7 Maximum horizontal load at top of leg = max horiz shear . M V— h1•ft] V §: e - = 2.09 -kip p § V V h v + � = 0.93 Shear Tension CRABTREE ENGINEERING ale H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14293, E._ ..31297 Communications Buildings of America ,yob 33OS Shaet30 o+4-1 7/17/53 sec RIGID FRAME CEN (page 3 ) (USE WHEN BUILDING LENGTH REQUIRES MORE SHEAR WALL THAN ENDS ALLOW BECAUSE OF BUILDING WIDTH OR OPENINGS) Connection To Ceiling Maximum horizontal shear from roof per each rigi c frame (max M. per lea x 2 lees) op. ;,,I F1 W r 8 5 V 113.91 i SH - 1 +t 3.68 �3.46 q.5 V _ -kip BH = IS 'ft i•.i. 29l i �o. J .: i -- 6W - 1- f t i BH= 8.5 9.0 9.5 10.0 10.5 l_ !!S F463 434 409 3S6 366 341' Vol til = 1779 355 335 316 299 224 1 -ni i W _ 112 1 -ft L14S 326 307 290 274 26 j �1 T Shad g of 1 4"G: a .. _" :.ling lag colts lb Z 280- Z bolt =c ._ i,_ v BH = e.5" 9.0" 9.57 i0.0" 1: .57 11.0' ��. - 7.7 S.2 e.7 9.2 9.71 sp = is. 9.5 „ � 1 1�:: 10.6 I::.? 1 .ru' I -in SW _ 112 'f t 19.7 10.0 11 11.6 12.2 12.9, 113J Use i/4"div x _" long galvanized lag screws at ...- ma.;•, mum 2"i to attach the frame •coo member to the ceiling. CRABTREE ENGINEERING 510 H Garcia Avenua Samuel E. Crabtree Pittsburg CA 94365 510-427-2320 RL'.._. 14295, Exu 3/3L/17 Communications Buildings of America Calculation of chord tension in goof Wind pressure = p joU 9303-5 Sheet On of A I 8/3/93 sac Building Width = BW Building Height = BH Building Length = BL Allowable Tension Stress Ft :_ =75 -psi -1.33 Ft = 498.75—psi Un i f crm Load Br Amen t in roof w .= O' — q -BL 2 M c V Chord Tension Ci .= H -Ft Chord Moment tai . = CT - % L S` BL I ZRL ' 0 ii n - i � is IT.�:1 .. G sf �+. r, � O �� ; ! i W . !I - ft 1. � = 1 (:, � >' ?r r 2v v = C' . � - s 1 18-A- =t -EW -2 BL . I BL 35.97-0: t worst case standard building only neh s double 2xa chord (at splice is e4fectiv ly only one 2.{6) CRAB i R F ENGINEERING 510 H Garcia Avenue Samuel E. Creatr-c_e Pittsburg C A 94563 510-427-2320 RCE 14295,Ex o .! /.? 1. / 97 Communications Buildings of America Job 9Ts%f.�-5 Sheet roof 4-1 e/2/9:7 sec Wall Section 5/8" CDX GLUED AND NALED TO FRAMNG 16" 16" 2x4 16" Desi.on as i+ a aside flanqe beam. The glue used effectively bone the Wood into one structural section, the plywood is the flanges and the-:raminq is the web. %'epth .625' in + 3.5' in -6 .625' ir; A 1. 3' in' Deoth 2 S . _ -- + 6 S = '!a. 56' in 16 ' i n ' Depth - R Depth = 4.75 -in A = 7.127'1n 2] Allowable Stresses Shear (HemFir) F=v 75'psi'1.33 Fv = 9q -.75 -psi Compression in plane of plies (use as Fb) Fc . = 99G' psi ' 1. Fc = 1'16.7 'psi (CDX) C R A B T R E ;7. (3 I NEE7r: IL NG3 51E) H Garci•3 Avenue Samuel E. Craotre= Pittsburg CA 941.565 5!0-x"77 20 RCE 14295. Ex-r_=/�1P)7 ^ Comm:nicatidns Builmings of America Wall Section (continued) ' Wind pressure p := 56-psf Uniform Load . 16 -in ' w := -----'p in 12' -- ft �ob 9303-5 ' Sheei��� of �-/ ./ ' 2/2/% sec ' (110 mon, Exposure D,415' high) w & 7+.67-plf Maximum Building Height 8H := 11 -ft Floor Thickness FT := (.625 + 3.5 + .75) -in ' .� Minimum Roof Thickness RT := (.625 + 5.5 '625) -in Maximum Height oi wall L := 8H - (IT + RV L = 10.03 -ft Maximum Moment ' 2 -----M = 939.18 -ft -lb 8 8endinc Stress M ic = 366'76 -psi < Fc = 1316'7-osi fb := - ' S Maximum Shear w -(L - 2-1.5'in) V = 152.72-0! V := 2 Shear Stress &V v = 74.26 -psi < Fv = 99'75 psi ' v 2-A No value given to the fiberglass coating, anc was calculated for an eleven foot overall heignt building (the maximum conmtemolated as standaro, and a 110 mph wind (the maximum basic winY speec ` shown in the UBC FIGURE NO. 23-1 for the contiguous 48 states. CRABTREE EN61NEERIN5 510 H uarc:a Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exn 3/31/97 .- ,' Communications Buildings of America Job 9402-3 sh 1 of 1 Foundation for 10'x20' building for NEXTEL 3/21/94 sec Design Loads Roof Dead Load DLr := 15•psf Live Load LLr := 34•psf Wall Dead Load DLw := 15•psf Floor Dead Load DLf := 15-psf Live Load LLf := 199•psf NOTE: For engineering design purposes the term "Live Load" includes the dead load of the equipment. Building Length L 20•ft• Footing Width F := 1•ft Building Width W 10•ft Building Height H := 9.5•ft Total load on foundation (load assumed to be on perimeter only) TL := W-L-(DLr + LLr + DLf + LLf) + 2-(W + L)•H-DLw TL = 61150-1b Soil Pressure TL S — --- ----- - S = 1019.16 7- p s f P 2-(W + L) - F p Allowable Soil Pressure S 1000-psf only 2% overload, ok a CRABTREE ENGINEERING 510 H Garcia Avenue Samuel E. Crabtree Pittsburg CA 94565 510-427-2320 RCE 14295, Exp 3/31/97 ........... Counfy :6,aftv LAND OF NATURAL WEALTH AND BEAUTY Atte: " Communication' Systems Development, Inc BUILDING DIVISION k 7488-��e-Drivie, e� 1 7Ss� DEPARTMENT OF DEVELOPMENT SERVICES CALIFORNIA 95965-3397 - OR916) P������ Sa =ento--- A-95� 19 � l T r EPE 538-754 i STC, ToN FAX: (916) 530-2140 GAS �'iS 20� Re-/ireless communication Facility Date: 12/9/97 A.o. 025, 00-119rPermit #97-2422 With reference to the above sub'ect, attache_ d is: — [x] Plan Check List [ ] Red Marked Calculatio s [x] Other: - Sped Inspection Policy Hazardous Material Forn opy Permit Application Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as requ(q [x] Submit additional calculations as re u( � [ ] / Return originally submitted material Should you have any uestions don't q hesil Thursday between 1:00 P.M. and 410 P.� Sincerely, Plan Check Engineer// ,r cc: Attn:/eld,.CA Tas ian't" Tri-EC rporation 7182 n Avenue ,Visalia,3291 MAttn:dersonAdvasign Group, LLC P.O.2Bake,.CA 93302 Sheet 1 (916) 538-7541 Monday through PLAN CHECK LIST Permit Applicant: Communication. Systems Development Date: 12/8/97 Permit #97-2422 OF TmlaP ? 4- i�s Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: The tower has been design . g a basic wind speed of 70 MPH. Butte County Building Division's criterion i H. Please revise calculations and design accordingly to ' reflect this crite n. The soil bearing p re listed for the tower al calculations is 4000 PSF for DL + LL. The geotechnical report appe -PSF (the allowable below 10 feet) for DL + LL or 350 or all loads including wind and seismic. Please indicate where 4000 as obtained for the calculations. Please have t eport verify the assumed soil unit weight u ower structural calculati (120 PCF). Indicate how the re g ater (reporte in the Geotechnical Report) will be dealt with w e concrete caisson foundations are installed. All information on wer plans is.t �earlyres Someof the tables on the plans submitted are not rea e p ans e wet signed by the design engineer. 2. ,Provide details for the following: �1) ower section connections, including flange plates, band welds, include `comet and dimensions. g ry s Meet the requirements of the specia 'nspection policy sheet attached. Provide structural observations of foundation excava ' n and installation as required by the project geotechnical report. Indicate name or names of the special inspectors you intend to use. • The project engineer ' to indicate all special inspection requirements on the plans. Welding special insAyiction of fabrication plant welds is not required if fabrication plant meets the requi ments of Section 1701.7 of the Uniform Building Code (UBC). One form of acc tance would be ICBO certification of the fabrication facility. adicate how the to oris meeting the requirements of the identification system re s of Section 2202.2 of the Uniform Building Code (UBC). Provide plans for the E 'pment Shelter shown on the plans. Includetv�u�eohe shelter for uation ul ons. Fee adjustments will be necessary. 01;4p Tt"b 3wr Tc,� 113 County>en w the area oft aving the potential for expansive soil. Please have • ormed the geotechnical study of the site address this issue and pmmendations as nec ry. Provide lot dimensions and setback dimensions to all structu4s from property lines. Show these dimensions on the plot plans. Provide items requested on the Permit Application Data Form (see checked items). A copy of the form is attached for your information. he Pie check e e ana iof a project to the 1994 UBC. It appears the occupancy aybe'U-2 and S-2. Revise ans as necessary. Provide a e er o intent for the use of the proposed shelter shown on the plans. el ©rte J� r, res— 54th 3 JNTYOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION v 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER rr'0'M,U.r'- CfA,�7 01-1 s-� �o �.�.�J . No. 00I' _1;Q' — fr proposed Building Use YIWIL0 Building Inspector Date WIC) at time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DA -M RECEIVED BY 1, All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... E ineered plans and calcs, 3/4 sets, with wet signature on plans. .......... Hazardous Material Form . ................................. ! .......... 6. Energy Design Compliance and supporting documentation. .........1........ . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $.......................................... 11. Impact fees as shown on attached schedule ............................... 12. California Department of Forestry plan approval/fees......................... 13. Flood elevation letter (100 year floc ) by California Engineer ................... 4. Sanitation and plot plan approval ^ Health Department . ............ 15. City of Chico plumbing permit . ........................................ . Plot plan and business license approv from City of Biggs/Gridl....... EW18.Planning approval for (A) Use: (B) Parking: . Contact Land Development about (A) Improvements (B) Drainage........... . 19. Driveway permit (construction approval required prior to occupancy).. . Pre -inspection for required. ..�Builaing (Date) ontractor's license information. (No., Name Style, Classification) ............... ertificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner )............ 24. Recorded copy of Agricultural Acknowledgement Statement .................. . 25. Letter of signature authorization . .................................. ... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road..... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements .................. xisting violations/expired ermits.: ::::::::::::::: � :::::::: . Plan check list. ` ✓ 83 .C�^,rr. L1QJ�.WY . 34. When you issue the permit, process as follows: Mail to ower. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applic Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date" Ccpy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submittedrior to ermit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder JNTYOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION . • .7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER rr,'Ir+,tL�, : ��; 41 -1 . No.`O—)Q— r' 3roposed Building Use Building Inspector "A Date 1 C) V time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... E gineered plans and calcs, 3/4 sets, with wet signature on plans . ............. _.Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule .............................. . 12. California Department of Forestry plan approval/fees........................ . 13. Flood elevation letter (100 year floc ) by California Engineer ................... 4. Sanitation and plot plan approval ^ Health Department . ............ 15. City of Chico plumbing permit . ......................................... . Plot plan and business license approv from City of Biggs/Gridle 1 . Planning approval for (A) Use: (B) Parking: `- 18. Contact Land Development about (A) Improvements (B) Drainage........... . 19. Driveway permit (construction approval required prior to occupancy).... ; .,;a_ Pre -inspection for required. .. to Buaa,� 1!'>✓ontractor's license information. (No., Name Style, Classification) ............... ertificate of Workmans Compensation Insurance ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement ................... 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road..... . 27. Letter of intent on building use. :....................................... . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements ..:............ . � 3a _Existing violations/expired ermits. .............. I ........ . ✓ 32. Ian check list .. ..................... :...`...... . 33. 34. When you issue the permit, process as follows: Mail to ower. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other k _ "--) , _ Parcel Creation Acreage Applic Date II //0/,1 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date -s Ccpy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submittedrior to ermit issuance: (Circle new item not checked above). 1. Index permit for above items No. �� 2 I 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder F•. s COMMERCIAL PLAN CHECKING GUIDE (1994) U.B. C. OWNER: (A#Wj)j t& j 5`ttW, BUILDING PERMIT NUMBER:? PLAN CHECKER: A.P. NUMBER: 64, —20:!) A. GENERAL: a!' Zoning requirement , Pi ap�pproval. Valuation' l�lir �D(2 i�• 81���`•i Plans signed b an engineer o�architect. �CQVIP. S 14-L T ► 77�V S l� Y 4&4. Proper description of work on application. f5! �- Existing violations on property. Compliance with specific occupancy requirement. Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). Occupancy separations (Section 302). Improvements or drainage, Land Development approval. B. LOT PLAN.• Firewalls due to location on property (Section 503). Complete parceleaf a �dimens�iSetbacks, Maximum height requirements (Section 506). sideyards, ease, Other buildings Draft stops (Section 1505). or structures. Ventilation and special hazards requirements (Section 3). Grading, fills, drainage. Flood hazard. Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc. Mot F.A.U. & F.A.S. road set back. Building or utilities across lot lines (Lot Merger). G OCCUPANCY REQUIREMENTS: Building use: Occupancy Group: '2 'Z., Type of Construction: � � - � � •� Building floor area: OccupantLoad: Basic allowable floor area: sq. ft. Total allowable floor area: Basis for increase: 1. Compliance with specific occupancy requirement. --2^ Occupancy separations (Section 302). -3--- Area separations (Section 504.6). Firewalls due to location on property (Section 503). 5'' Maximum height requirements (Section 506). 6. Draft stops (Section 1505). 7. Ventilation and special hazards requirements (Section 3). 8. Automatic fire sprinkler system (Section 904). 9. Fire alarm systems (Section 310.10). 10. Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). J4- Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. 12. Smoke detection system. X13^ C.D.F. or State Fire Marshal plan review. Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, etc.). Physical Disability Requirements (Title 24). LG; rrikA rf I ►.-'T� IS — Wholesale Food Manufacturing (Plans to state DHS/FDB). iID. TYPE OF CONSTRUCTION REQUIREMENTS: 1. Roof covering requirements (Section 1503). ' 2. Parapet walls (Section 709.4). 3. Toilet room floors and walls (Section 807). 4. Guardrails (Section 509). June 1997 3.4 �t 5. Detailed types of construction requirements. 6. Proper roof pitch for roof covering (Section 1507 & 1508). 7. Attic access and ventilation (Section 1505). 8. Roof drainage (Section 1506). 9. Skylights Section (2409 & 2603). 10. Stages and platforms (Section 405). 11. Interior wall and ceiling finish (Section 801). 12. Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). 13. Wall and ceiling covering installation (Section 2500). 14. Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). 15. Foam Plastic (Section 1715). E. STAIRS, EXITS AND OCCUPANT LOADS: e7 1. General Exit Requirements (Section 1001.4 & 1006.3). 2. Number of exits, width and locations (Section 1003). 3. Doors (Section 1004). 4. Corridors and exterior exit balconies (Section 1005). 5. Stairways, rise and run, width, winders, and construction (Section 1006). 6. Horizontal exit (Section 1008). 7. Exit and smoke proof enclosures (Section 1009). 8. Exit signs and illuminations (Section 1013). 9. Aisles and seating (Section 1014 & 1015). 10. Exits for occupancy groups (Sections 1016 - 1019). 11. Floor level exit signs (Title 24 & Section 1013). F. MISCELLANEOUS REQUIREMENTS: 1. Masonry chimney (Section 3102). 2. jL=�) Veneer (Section 1403). Special Inspection per U.B.C. Section 1701 High Strength Bolting.V a i Field Welding. a. oiC,� wMasonry (full stress). dv� Concrete (f'c>2500psi). 4. Special Certifications - Mill Certificates. Expansive soil - Special design. AiPP- AJ47941g�- rpo- $t i- �p . Cut/Fill slopes, compaction tests, grading. /Et F1GY AVJ Noise requirements (Planning, Appendix Section 1208). a Yv`� N s 8. Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS: (c���DS kvJrl•'�Srs 1. Complete calculations, correct design criteria. ?4P 2)cot&PMo 4 Csovg(10 2. Complete shear transfer details, roof to foundation. /W^K mss& 01F,�,�� %s 3. Complete structural material specifications. C 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. H. OTHER: L -#Q - ,/!� 0 0 I�WA ) U-0/ P COM.. b I. For Inspection Jacket: -+iM7TITa-z-aFTElevation Certificate equirem nts Special Inspection Requirements Automatic Fire Sprinklers June 1997 �f� V a.?�" j w:>3.5 70k*dr>n- 0 GEOTECHNICAL ENGINEERING REPORT for a M7M. LATTICE COMMUNICATION TOWER ATS SITE BU -211 46 Ord Ranch Rd. Gridley, California Prepared for. Communication Systems Development, LLC. 7488 Shoreline Drive, Suite B-1 Stockton, CA 952.19 October 21, 1997 ESS/O\ Vie * Exp. 121.97 \C1V1\. F OF CA�\F�/ Robert Young & Associates GEOTECHNICAL & STRUCTURAL ENGINEERING FOR SAFE, ECONOMICAL STRUCTURES TABLE OF CONTENTS 1. INTRODUCTION 1.1 Project Description 1.2 Scope of Investigation 2. SITE INVESTIGATION 2.1 Surface Conditions 2.2 Seismicity 2.3 Subsurface Conditions 3. DISCUSSION AND RECOMMENDATIONS 3.1 Site Preparation 3.2 Type of Foundation for Tower 3.3 Design Parameters for Tower Foundation 3.4 Building Foundations , 3.5 Slabs -on -Grade 3.6 Trench Backfill 3.7 Engineered Fill 3.8 Drainage 3.9 Settlement 3.10 Temporary Slopes 4. CONSTRUCTION OBSERVATION S. LIMITATIONS PLATES: 1. Site Location 2. Site Plan 3. Uniform Soil Classification 4. Log of Exploratory Boring I . INTRODUCTION This report presents the results of a geotechnical investigation for a proposed communications tower to be located northwest of the town of Gridley in Butte County, California. The purpose of the investigation was to evaluate the surface and subsurface soil materials and based on these findings to recommend the type of foundation and relevant engineering parameters to be used in the design of the foundation. This report includes the results of the site reconnaissance and analysis and the resulting recommendations. 1.1 Project Description The project consists of the erection of a 180 foot high maximum, three legged, steel lattice communication tower and associated structures. No other site work is planned. Plate 1, "Site Location" shows where the project site is located relative to the town of Gridley, Highway 99, and other county roads; the street address of the site is 46 Ord Ranch Rd., Gridley, California.- Plate 2, "Site Plan" shows the location of the geotechnical testing relative to the proposed lease site, U.S. Highway 99, Ord Ranch Road, an existing residence, and property lines. 1.2 Scope of Investigation The scope of this investigation consisted of the following: 1. A review of available geologic maps and literature to identify any geological or seismic features that could affect the project. 2. A surface reconnaissance of the site to further identify features that could affect the project. 3. A subsurface investigation consisting of logging and sampling of one exploratory boring excavated near the proposed tower site. 4. -Laboratory testing of samples taken from the exploratory boring, consisting of classification tests to predict engineering behavior. S. The preparation of this report. This report was prepared in accordance with generally accepted soils and foundation engineering practices applicable at the time the report was prepared. No other warranties either expressed or implied are made as to the professional advice provided. The recommendations made are based on our observations during the surface and subsurface investigations and laboratory test results. The scope of this investigation did not include any environmental assessment or investigation for the presence or absence of wetlands, hazardous or toxic materials in the soil, surface water or groundwater. 2. SITE INVESTIGATION The subsurface investigation was performed on October 18, 1997. The investi- gation consisted of drilling one exploratory boring with a B-61 drill rig. The depth of the exploratory boring was 25.5 feet. The materials encountered in the boring were sampled using a 2 inch I.D. split spoon sampler with brass inserts, driven 18 inches using a 30 inch drop from a 140 pound hammer. The blow counts for the last 12 inches were recorded, converted to standard penetration resistance, and shown on the boring log. The samples were logged and classified according to the Unified Soil Classification System (Plate 3). When over 50 blows were counted for less than 6" of penetration, the inches of penetration were noted. Pocket penetrometer readings were taken where appropriate and the results shown on the log. The location of the exploratory boring is shown on Plate 2. (The location shown is not based on survey and is therefore approximate.) Detailed descriptions of the materials encountered in the, boring are presented on the boring log, Plate 4. 2.1 Surface Conditions The site for the three legged tower was located at the southwest corner of a relatively level residential parcel; Highway 99 defined the western boundary of the parcel and Ord Ranch Road the northern. At the time of the investigation, the lease site was covered .with medium height brown and green grass. 2.2 Seismicity A relatively short unnamed active fault lies 12 miles northeast of the site. A Shear Fault Zone lies 12 miles east of the site and there are several unnamed faults located 6 miles north, 14 miles northeast, 16 miles southwest, and 19 miles west of the site. These are classified as Pre -Quaternary faults (no movement within the last 2 million years), . Faults in this category should not be considered dead. Fault Map of California, Charles W. Jennings, California Division of Mines and Geology, 1975 Geotechnical Report for ATS Site Bu -211 Page 2 Evidence of recent movement may not have been observed or it may be covered by younger rocks or deposits. Our field investigation did not uncover any evidence of fault movement. The 1994 Uniform Building Code shows the site in Seismic Zone 3. 2.3 Subsurface Conditions The subsurface soil encountered in the exploratory boring consisted ' of a slightly moist, hard to firm, clayey silt to a depth of 10 feet. Underlying that was a wet, loose, silty sand to a depth of about 18 feet. Below that was a moist, hard, silty clay which extended to the maximum depth explored of 25.5 feet. Groundwater was encountered at 10 feet. It should be noted that groundwater conditions may fluctuate depending on rainfall and/or runoff conditions not apparent at the time of this investigation. 3. DISCUSSION AND RECOMMENDATIONS Based on the results of the field investigation, laboratory testing, analysis and our understanding of the project, from a geotechnical standpoint the project may be developed essentially as planned. Detailed recommendations follow. These recommendations are based on the subsurface conditions encountered at the location of the boring and should not be extrapolated to other areas or used for other facilities without our prior review. 3.1 Site Preparation If any accessory structures are to be constructed with the tower, site area should be stripped of any vegetation and/or organic material (estimated stripping depth is 3 inches). This area should then be scarified to a minimum depth of 8 inches, moisture conditioned to near optimum moisture content and compacted to at least 90 percent of the maximum dry density as determined by ASTM D1557. 3.2 Types of Foundation for Tower The types of foundation recommended. for the proposed tower are either 1) a reinforced concrete mat bearing on the native soil at a depth of at least 18 inches below the surface or 2) one drilled and poured in place caisson under each of the three legs of the lattice tower. Each caisson should be designed to resist uplift and downward forces as well as lateral forces from tower loading. (Drilling a caisson Geotechnical Report for ATS Site Bu -211 /Page 3 r below a depth of about 10 feet may be difficult due to loose silty sand below the water table.) The foundation parameters to be used for design are shown in section 3.3 below. 3.3 Design Parameters for Tower Foundations a. Caisson skin friction (allowable): For both uplift and downward loading: 500 pounds per square foot for long term dead and live loading 650 pounds per square foot for short term loading including wind and seismic Neglect upper five feet of skin friction for either uplift or downward loading. b. Allowable Foundation Pressure below depth of 10 feet 2500 pounds per square foot for dead load 3000 pounds per square foot for dead plus live load 3500 -pounds per square foot for all loads including wind and seismic (Note: Caisson foundations should be designed using skin friction or direct bearing but not both) c. Allowable lateral fluid pressure Surface to 30.0 feet below surface: 200 pounds per square foot for dead load 250 pounds per square foot for dead plus live load 300 pounds per square foot for all loads including wind and seismic d. Allowable bearing capacity at a minimum of 18 inches below the surface: 1500 pounds per square foot for dead load 1750 pounds per square foot for dead plus live load 2000 pounds per square foot for all loads including wind and seismic Note: the bearing surface of the mat foundation should be moisture conditioned to near optimum moisture content and compacted to at least 95 percent of the maximum dry density as determined by ASTM D1557. e. Lateral sliding resistance for either native soil or compacted fill: 0.35 Geotechnical Report for ATS Site Bu -211 /Page 4 3.4 Building Foundations Any proposed building structures may be supported on conventional reinforced concrete continuous wall and isolated column footings which bear on the native materials or on engineered fill. Footings may be designed using an allowable bearing capacity of 1500 pounds per square foot (psf) for dead loads, 1750 psf for long term live loads and 2000 psf for short term loading due to wind or seismic forces. Any building foundations should be a minimum of 12 inches wide and be at least' 12 inches below finished adjacent grade. 3.5 Slabs -on -grade Concrete slabs -on -grade may be placed directly on native soil prepared and compacted to the requirements of section 3.1 of the geotechnical report or on engineered fill prepared to the requirements of Section 3.7 below. Slabs should be supported on at least 4 inches of drain rock or pea gravel to provide a capillary break for underground moisture. If the slab will have moisture sensitive floor covering it should be underlain with an impermeable membrane that is placed over the drain rock. This vapor membrane should be covered with two inches of clean fine sand to provide membrane protection and promote uniform slab curing. Minimum slab reinforcing should be 6 x 6 10/10 mesh or #3 rebar at 24 inches on center. 3.6 Trench Backfill Native or imported soils may be used for trench backfill; rocks greater than one inch in maximum dimension should not be used within 12 inches of any utility line. All trench backfill should be moisture conditioned to near optimum moisture content, placed in lifts less than 8 inches in loose thickness and compacted to at least 90 percent of the maximum dry density as determined by ASTM D1557. The upper 6 inches of any areas supporting footings, concrete slabs or pavements should be compacted to 95%. 3.7 Engineered Fill The materials encountered in the boring should be suitable for engineered fill. If imported fill is used it should be free of organic material and debris, evenly graded, less than 6 inches in maximum dimension and non -plastic (plasticity index less than 15, liquid limit less than 30). Any imported fill materials should be tested and approved by the engineer prior to use. Geotechnical Report for ATS Site Bu -211 /Page 5 All fill material should be moisture conditioned to near optimum moisture content, placed in lifts less than 8 inches in loose thickness and compacted to at least 90 percent of the maximum dry density as determined by ASTM D1557. The upper 6 inches of any areas supporting footings, concrete slabs or pavements should be compacted to 95%. Jetting should not be used for compaction. 3.8 Drainage Final grading should leave 2% minimum gradients away from foundations. 3'.9 Settlement Post construction settlement of either the caisson or mat foundations for the lattice tower or the spread footings for other structures should be less than 1/4 inch. 3.10 Temporary Slopes Temporary slopes in the native soil should not exceed one -and -one half horizontal to one vertical (ie 1.5:1). 4. CONSTRUCTION OBSERVATION Variations in subsurface conditions are possible and may be encountered during construction. In order to permit correlation between the subsurface data obtained in our investigation and actual subsurface conditions encountered during construction and to assure conformance with the plans and specifications, a civil or geotechnical engineer should observe the foundation excavation prior to placement of concrete and reinforcing steel. We also recommend that we review the final design documents in order that the recommendations be properly implemented. S. LIMITATIONS The recommendations presented in this report are based on field observations, laboratory testing and our understanding of the project. We request that we be notified immediately if any subsurface conditions are encountered during construction that differ from those described in this report so that we can review them and make any appropriate changes. Also, if the scope of the project or location of the foundation changes from that described in this report, we request that we be notified. Geotechnical Report for ATS Site Bu -211 Page 6 II • BRADFORD RD. �nnn r •rrrauiuro E. _ r \U.-Aliliticlivale / . NELSON 5.' AV. pMaS.S LANE OROVILLE3aIA/E RCL. AREA 2 „ Y, BZ hardo`°'.:1�3EL. IN EL. III ib 3 l D(�,M Blw. .I o� 1I opLIVF �'si Alinrrfo S4 I RICNVAEE o � HWV ORO S' boaovrl�,Tv g 8 O�Or('r/I��l]'RG '"RR�.h cGrrrrsr l/ 2 2 2.91 0 L 1]OfC Aary1 2 ml * 4 rmalito I a+ovrL 2 1 I. BUrTE CITY HWY. A/terbayyo I VISTA r y/%billia /1 6 R. i I i 2 N i �N ICN\ 2 m aD. ; W HAMILTON _ ..__...._ a0. >: `�P.• 3 R RD E HAMILION ��� c 3 P a0 d WyandoHe D a! K- --3 i EL. or? Ni 3ip 3 3. Sf RIO BORON lE I PALERMO 3 RD .5 DpUBBS RD. 1 u ?Opo BONITO RD, H 44%WIl LIF EPalerm • d AFTON RD. I E EL Ie! 7 BI S e 1 BiGGS E. . I e ST. Hwy. - I C PROPOSED EI.M8 iIfto Biggs o.5 5 s LEASE SITE ul ° ~'' ,. 8 — d R.a 3.5 Cox RD. MR1-iGFiLdreyIDLE 3 RD. i ' oij COLUSA HWY.5 .5 2 W. LIBERTY oi RD. CENTRA NO. USE �o i 1 W i AV. ` _ �O1pE! 15` 3 _• GREY LODGE ; . , W. EVANS REIMER no. — E. EYANS NIDOIE ON[UI EL toe .'•, U pOa� WATERFOWL I F REIMER .1 RD.• HoncUt t' MANAGEMENT I w i' ` HD. F J� 4 FI • "_ AREA M r' d R I b ; I C' LO BWER• HOXGUI q0 „J'� p0 uri'[: 5 L"'. `�! ; o _ _ S ((). J IUCAEME RO. -t f% x .SIITTf•1( BUTTE ,- _ — (—() fVIE;A ao �� "°%iT.SNORTHDFRUIIL1• Pennington _ S W i n. e. , PENNINGION RD. f Qz RO g Live 1 i \I J!Oak' 0.AMIRE RD. 91 3 � v � •1' A- .I BUTTER BUTTES PAS[0 2j -- A AT c a ( m^ I Q ` EL. IeM NOaTHeU1IE Q{" \ J (Y , Ii Z �e OXY / EI leer CLARK RD. MAGNOI A EL 1151 'PO /rr p b. E S SUITE p p p c .y EL ley FL. 164! I [NCINAI RO w o ` WOODRUF 5 •Meer x 0 r w. LN. BROWNS sour.eurr[ m It Bl. EL. 1111 1 E� ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: CSD/ ATS Site Bu -211 563 Idaho Maryland Road, Grass Valley, CA 95945 ITEM: Site Location (916) 477-2864 DATE: 10/21/97 PLATE: 1 OF 4 ORD RANCH ROAD 9 ExisnNC RESIDENCE APN 02:5-200-119 ?0.90 ACRES PROPOSEO 9TE 4.600 s0. rr. r -4C Approximate Location of Exploratory Boring 25' APN 025—P -00-11a ORIGINAL SfTE PLAN PROVIDED BY CSD APN 025-200-088 NTS ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: CSD/ ATS Site Bu -211 563 Idaho Maryland Road, Grass Valley, CA 95945 ITEM: Site Plan (916) 477-2864 DATE: 10/21/97 PLATE: 2 -OF 4 Iw rn .I i a► r s N J ORD RANCH ROAD 9 ExisnNC RESIDENCE APN 02:5-200-119 ?0.90 ACRES PROPOSEO 9TE 4.600 s0. rr. r -4C Approximate Location of Exploratory Boring 25' APN 025—P -00-11a ORIGINAL SfTE PLAN PROVIDED BY CSD APN 025-200-088 NTS ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: CSD/ ATS Site Bu -211 563 Idaho Maryland Road, Grass Valley, CA 95945 ITEM: Site Plan (916) 477-2864 DATE: 10/21/97 PLATE: 2 -OF 4 MAJOR SUBDIVISIONS GROUP TYPICAL DESCRIPTIONS SYMBOLS i i iWELL (� 1 A, GRADED GRAVELS, GRAVEL AND AV% CLEAN GRAVELS '%,-,v,' V ' ' ' ' "' v GRAVEL SAND MIXTURES, LITRE OR NO FINES GRAVELLY (LITTLE ' .' ;. POORLY GRADED. GRAVEL, OR SOILS NO FINESOR ) COARSE-: ! "':" ':? GP GRAVEL SAND MIXTURES, LITTLE OR GRAINED; . NO FINES SOILS MORE THAN 50% OF COARSE GRAVELSGM SILTY GRAVELS, GRAVEL -SAND -SILT FRACTION WITH FINES MIXTURES RETAINED ON A CC SILTY GRAVELS, GRAVEL -SAND -CLAY NO.4 SIEVE (APPRECIABLE AMOUNT OF FINES) MIXTURES SAND AND CLEAN SAND TTTTi TTTTTT '�,TTVTTi SW WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES SANDY TTTTTTTTTi SOILS w... ?`"" <<.'•.s?:•s.',;<><F POORLY GRADED SANDS OR (LITTLE OR MORE THAN 50% NO FINES) # <:%» SP GRAVELLY SANDS, LITTLE OR NO OF MATERIAL FINES IS LARGER THAN ................... SANDS SM SILTY GRAVELS,GRAVELSANDSILT NO. 200 SIEVE SIZE MORE THAN 50°6 OF COARSE WITH FINES MIXTURES FRACTION PASSING A C CLAYEY SANDS, SAND -CLAY N0.4 SIEVE (APPRECIABLE AMOUNT OF FINES) �7 MIXTURES INORGANIC SILTS AND VERY FINE ML SANDS, SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS OF LOW PLASTICITY FINE GRAINED SILTS AND LIQUID LIMIT LESS THAN 00, CL INORGANIC SILTS OF LOW TO SOILS CLAYS 50 MEDIIUM PLASTIICITY, GRAVELLY, SAND OR SILTY CLAYS, LEAN CLAYS IV OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE MORE THAN 50% SANDYOR OF MATERIAL SILTY SOILS, ELASTIC SILTS IS SMALLER THAN NO. 200 SIEVE SILTS LIQUID LIMIT C GREATER CH INORGANIC CLAYS OF HIGH SI?F THAN 50 PLASTICITY, FAT CLAYS OHORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILSM[fEPOEPT OTHER HIGHLY ORGANIC I�AND UNIFIED SOIL CLASSIFICATION SYSTEM ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: CSD/ ATS Site Bu -211 563 Idaho Maryland Road, Grass Valley, CA 95945 ITEM: Unified Soil Classification System (916) 477-2864 DATE: 10/21/97 PLATE: 3 OF 4 f LOG OF EXPLORATORY BORING DATE: 10/18/97 LOGGED BY: BP DRILLING EQUIPMENT: B-61, with Hollow Fllaht Auaers a SITE: ATS Site By 211 34 110.3 S. -O' �' 6 12.6 .0' 9 116.91 10.0' 42118-31 15.0'— 50 1 20.0-- 12.0 6/121.2 21.2 25.0' Description of materials and notes Brown, clayey SILT (ML) with sand slightly moist, hard firm Pocket Penetrometer > 4.5 TSF Pocket Penetrometer = 1.0 TSF V groundwater at 10' Grey, silty SAND (SM) _ wet, loose medium grained Grey, silty CLAY (CL) mast, hard brown, very stiff Pocket Penetrometer > 4.5 TSF Pocket Penetrometer = 2.0 TSF TOTAL DEPTH = 25.5 feet free water encountered at 10' I= Sample Taken ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: CSD/ ATS Site Bu -211 563 Idaho Maryland Road, Grass Valley, CA 95945 ITEM: Log of ExWoratory Boring (916) 477-2864 DATE: 10/21/97 PLATE: 4 OF 4 U IR O nth N � NI C�I i m 0 -n- 34 110.3 S. -O' �' 6 12.6 .0' 9 116.91 10.0' 42118-31 15.0'— 50 1 20.0-- 12.0 6/121.2 21.2 25.0' Description of materials and notes Brown, clayey SILT (ML) with sand slightly moist, hard firm Pocket Penetrometer > 4.5 TSF Pocket Penetrometer = 1.0 TSF V groundwater at 10' Grey, silty SAND (SM) _ wet, loose medium grained Grey, silty CLAY (CL) mast, hard brown, very stiff Pocket Penetrometer > 4.5 TSF Pocket Penetrometer = 2.0 TSF TOTAL DEPTH = 25.5 feet free water encountered at 10' I= Sample Taken ROBERT YOUNG AND ASSOCIATES CLIENT/JOB: CSD/ ATS Site Bu -211 563 Idaho Maryland Road, Grass Valley, CA 95945 ITEM: Log of ExWoratory Boring (916) 477-2864 DATE: 10/21/97 PLATE: 4 OF 4 98 THILT 10:56 TAX 2099515845 CSD INC. 19001 • Conmwtication Sysiam Development, hic. 1751 West Hammer Lane suUeJ2 Sw**?% CA 95209 • Phone 209.951-3049 Fax 209.9S].5845 Alf Rn; To: Stewart Edell Company: Butte County Fax Number: 530.538.2140 . ...... .. .. .. .. . .. .................... . ............ From: Rick DaCruz - CSD .. . . ... ........ .. Date: 7/23/98 Regarding: Copy of (2) lease for Tower Sites ...... ...... Page I of: 23 j .. .. . .......... ... ..... .. .. sww --i-r �i,wx-qwv. 1: i • Message:I As per our phone conversation, here are the two (2) copies of leases for our communication tower sites. I will be faxing the third lease as soon as I receive it. If you have any 4uestions, please call me at the office or on my mobile at (209)610-6260. Thank you! 07/23/98 THU 10:57 FAX 2099515845 ��ISite # 211 ite Name: Gridley / U County: Butte Vr CSD INC. 1. LEASE AGREEMENT 1. Property and Use. Owner is the owner of the reiI property and improvements described in Exhibit 1 ("Property") and hereby leases to Communication Systems Development, Inc. a California Corporation (CSD): Rea) property consisting of approximately 8000 square feet of land, in the location(s) on the Property more particularly described on Exhibit 2 ("Site") together with a non-exclusive easement for reasonable access thereto and to the appropriate, in the discretion of LESSEE, source of electric and telephone facilities. The Site will be used by LESSEE for the purpose of installing, removing, replacing, maintaining and operating, at its expense, including ,without limitation, related antenna equipment, structures associated therewith and fixtures. Owner agrees to permit LESSEE free ingress and egress to the Site to conduct such surveys, structural strength analysis, subsurface boring tests and any other tests, analysis and/or other activities of a similar nature as LESSEE may deem necessary at the sole cost of LESSEE. 2. Initial Term. The initial Lease Tenn shall be sixty (60) months, commencing on the issuance of a local building permit to the LESSEE to construct a communications facility on the Premises. This Lease Agreement shall be subject to a condition precedent that LESSEE complete construction of the communications facility, 3. Option Term. LESSOR hereby grants to LESSEE the option to renew this Lease for four consecutive additional periods of sixty (60) months each (each a separate option term) upon the expiration of the initial Lease Term. LESSEE shall exercise each such option by written notice delivered to LESSOR not later than sixty (60) days prior to the expiration of the initial Term or first option term then in effect. Any renewal of this Lease shall be upon each and all of the terms, covenants and conditions of this Lease then existing. 4. Rent. LESSEE shall pay to LESSOR per month in base Minimum Annual Rent to be paid by the first day of each month. Should the rental period commence on a day of the month other than the first day of such month, then the rental for the first fractional month shall be computed on a daily basis for the period from the date of commencement to the end of the calendar month and an amount equal to one -three -hundred -sixtieth (1/360) of the said Minimal Annual Rent for each such day. 5. Title and Quiet Possession. LESSOR represents and agrees (a) that it is the Owner of the Site: (b) that it has the right to enter into this Agreement; (c) that the person signing this Agreement has the authority to sign; (d) that LESSEE is entitled to access to the Site at all times and to the quiet possession of the Site throughout the Initial Term and each Option Term so long as LESSEE is not in default beyond the expiration of any cure period; and (e) that LESSOR/Owner shall not have unsupervised access to the Site or the Communication equipment. 6. Notices. All notices must be in writing and are effective when deposited in the US. Mail, certified and postage prepaid, to the address set forth below or as otherwise provided by law. 7. Improvements. LESSEE may, at its expense, make such improvements on the Site as it deems necessary from time to time for the operation of a Communication site for wireless voice and data communications. LESSOR agrees to cooperate with LESSEE with respect to. obtaining any required zoning approvals, or other governmental approvals or permits for the site and such improvements. Upon termination or expiration of this Agreement, LESSEE shall remove its equipment and improvements and will restore the Site to the condition existing on the Commencement Date, except for ordinary wear and tear. S. Compliance witb Laws. LESSOR represents that the Premises (including the Site), and all improvements located thereon, are and shall remain in substantial compliance with building, life/safety, disability and other laws, codes and regulations of applicable governmental authorities. LESSEE will substantially comply with all applicable laws directly relating to LESSEE's operation of the Communication equipment and the improvements constructed by LESSEE at the Site, its possession and use of the Site. Communication facility Site Agreement Revised 9/13/96 Page 1 0 002 07/23/98 THU 10:57 FAX 2099515845 CSD INC. 0 003 Site # 211 ' Site Name: Gridley I County: Butte 9. Interference. LESSOR will not permit the Installation of any future equipment which results in technical interference problems with LESSEE's then existing equipment. 10. Utilities. LESSE=E shall be responsible directly to the serving entities required by LESSEE's use of the Premises. and for any taxes on such utility usage, and shall cause all charges for such utilities to be separately metered to LESSEE. ll. Termination. LESSEE may terminate this Agreement at any time by notice to Owner without further liability if LESSEE does not obtain all permits, consents, easements, non -disturbance agreements or other approvals (collectively. "approval") reasonably desired by LESSEE or required from any governmental authority or any third party related to or reasonably necessary to operate the Communication equipment or if any such approval is canceled, expires or is withdrawn or terminated, or if Owner fails to have property ownership of the Site or authority to enter into this Agreement, or if LESSEE, for any other reason, in its sole discretion, determines that it will be unable to use the site for its intended purpose. Upon termination, all prepaid rent shall be retained by LESSOR. 12. Default. If cithcr party is in default under this Agreement for a period of (a) ten days following receipt of notice from the non -defaulting party with respect to a default which may be cured solely by the payment of money, or (b) thirty days following receipt of notice from the non -defaulting party with respect to a default which may not be cured solely by the payment of money, then, in either event, the non -defaulting party may pursue any remedies available to it against the defaulting party under applicable law, including, but riot limited to, the right to terminate this Agreement. if the non -monetary default may not reasonably be cured within a thirty day period, this Agreement may not be terminated if the defaulting party commences action to cure the default within such thirty day period and proceeds with due diligence to fully cure the default. 13. Hazardous Substances. LLSSOR/Owner represents that it has no knowledge after reasonable inquiry, of any substance, chemical or waste (collectively, "substance') on or under the Site or Property that is identified as hazardous, toxic or dangerous in any applicable federal, state or local law or regulation. LESSEE shall not introduce or use any such substance on the Site in violation of any applicable law. Owner shall indemnify and hold LESSEE harmless from and against all claims, actions, damages, cines, liabilities, costs and expenses (including attorneys and expert fees) arising, directly or indirectly. from the presence of any substance on, under or around the Property or the Site (including any migration) unless and until Owner conclusively proves said substance was actually brought onto the Property or Site by LESSEE's affirmative acts (as opposed to failure to act). This obligation to indemnify LESSEE shall include damages, costs and expenses incurred in connection with any investigation, cleanup, remedied, monitoring, removal or restoration related to the presence of any substance. This indemnity shall survive the expiration or termination of this lease. 14. Miscellaneous. (a) This Agreement applies to and binds the heirs, successors, executors, administrators and assigns of the parties to this Agreement; (b) This Agreement is governed by the laws of the State in which the Site is located; (c) If requested by LESSEF, Owner agrees promptly to execute and deliver to LESSEE a recordable Memorandum of this Agreement in the form of Exhibit 3; (d) This Agreement (including the Exhibits) constitutes the entire Agreement between the parties and supersedes all prior written and verbal agreements, representations, promises or understanding between the parties. Any amendments to this Agreement must be in writing and executed by both parties; (e) If any provision of this Agreement is invalid or unenforceable with respect to any parry, the remainder of this Agreement or the application of such provision to persons other than those as to whom it is held invalid or unenforceable, will not be affected and each provision of this Agreement will be valid and enforceable to the fullest extent permitted by law; and (f) The prevailing party in any action or proceeding in court or mutually agreed upon arbitration proceeding to enforce the terms of this Agreement is entitled to receive its reasonable attorneys fees and other reasonable enforcement costs and expenses from the non -prevailing patty. D AA✓ N A Y//jl9I Communication Facility Site Agreement Page 2 Revised 9/13/96 _ � �j � � , r f � 07/23/98 THU 10:58 FAX 2099515845 CSD INC. Site u 211 Site Name: Gridley County: Butte e 15. Indemnity/Insurance. LESSEE shall hold LESSOR harmless from all damages, losses, and expenses. including attorney's fees, expert and other witness fees, and costs arising out of any damage to any person of property occurring in., on, or about the premises resulting from the negligent acts, omissions, or willful misconduct of LESSEE, their employees, authorized representatives, or any other person or entity on the premises at the direction or with the consent of LESSEE. LESSEE, at their own cost, shall maintain public liability and property damage insurance with a single combined liability limit of $1,000,000.00 and property damage limits of not less than $100,000.00, insuring against all liability of LESSEE, their employees, and their authorized representatives arising out of and in connection with LESSEE'S use and occupancy of the premises. The following Exhibits are attached to and made a part of this Agreement: Exhibits 1, 2, 3, 4, 5 and 6. Owner: William H. Robinson Jr. Its: OWNER S.S./Tax No Address: 46 Ord Ranch Road Gridley. CA 95948 C( M' MUNICATION SYSTEMS DEVELOPMENT, INC. (LESSEE) Its:C.. (.. Address: 7488 Shoreline Dr., Suite B-1 Sto ckton, CA. 95219 Date: LSC G' Communication Facility Site Agreement Page 3 Revised 9/13/96 Q004 07/13/85 THU 10:55 FAX Site # 211 Site Name: Gridley County: Butte i EXHIBIT 1 TO LEASE AGREEMENT LEGAL PROPERTY DESCRIPTION Legal Description of Property: (enter legal de5cript ion from title.) TO BE, PLACED BY TITLE REPORT Owners Ini' : �� Dated:4/1'7J97 CSD Initials: Dated:�t --�l. APN#: 025-2 119 Communication Facility Site Agreement Revised 8!20/96 07/23/98 THU 10:59 FAX 2099515845 CSD INC. Q006 Site # 211 Site Name: Gridley County: Butte EXHIBIT 2 TO LEASE AGREEMENT Site Description: Site to be located in the Southwest corner of parcel # 025-200-119, in compliance with all setback requirements of applicable jurisdictions. Owner to be notified and consulted prior to final site placement. r This site is situated in the City of Gridley, County of Butte, State of California commonly described as: Gridley Sketch of Site: S. W. COR..RANCIIO FE RNAN 96 4.3I� - s 900 a : 6Cpt1/AG W.1`'J 1 ��a n a -w �1 /►sJ ` il, 9 qA 2oAc -4-t. 11 19 I'M-] -] I I &'-%. 11111 ;4! Owners Initials: Ad M dl Dated: 441 ij CSD Initials: Dated:/, Ig - APN#: 025-204- 19. (Owner and CSD may replace or attach to this exhibit the legal description of the property on which the Site is located and/or as -built drawings/survey depicting the site.) Communication Facility Site Agmment Revised 82W% C "A 07/23/98 THU 10:59 FAX 2099515845 CSD INC. 0 007 Site# 211 Sitc Name: Gridley County: Butte EXHIBIT 3 TO LEASE AGREEMENT MEMORANDUM OF LEASE This memorandum evidences that a lease was made and entered into by written Agreement dated q - l between William H. Robinson Jr. ("Owner') and Communication Systems Development, Inc., (CSD) a private company, the terms and conditions of which are incorporated herein by reference. Such Agreement provides in part that Owner leases to CSD a certain site located at 46 Ord Ranch Road, City of Gridley, County of Butte, State of California, within the property of Owner which is described in Exhibit "I" attached hereto, with grant of easement for unrestricted rights of access thereto and to electric and telephone facilities for a term of sixty (60) months as provided in the lease, which term is subject to four (4) additional sixty (60) month extension periods by CSD. IN WITNESS HEREOF, the parties have executed the Memorandum as of the day and year first above written. "Owner" "CSD" By: Name: Name: Title: Title: Owners Initials: Dated: y� /j 1 CSD Initials: Dated: C, APN#:025-200 Communication Facility Site Agreement Rcvisc0 820!96 07/23/98 THU 10:59 FAX 2099515845 CSD INC. Q008 Site 0 211 Site Name: Gridley County: Butte EXHIBIT 4 TO LEASE AGREEMENT Lessee agrees to pay lessor an increase of ten percent ( 10 %) of the current rent at each option of renewal Owners Iziitials: A&I m Q Dated: 719 7 CSD Initials: _ Dated: - Q - APN#: 025-200-119 Communication Facility Site Agreement Revised 8120/96 07/23/98 THU 10:59 FAX 2099515845 CSD INC. 0 009 Site # 211 'Site Name- Gridley County: Butte i EXHIBIT 5 TO LEASE AGREEMENT Taxes Lessor shall pay for all real property taxes and assessments against the property, including the premises; provided, however; that Lessee shall pay to Lessor any increases in the taxes and assessments against the property during the :term attributable to the value of the building and any other improvements constructed by Lessee on the premises. In addition, Lessee shall pay a1I personal property taxes on its personal property, fixtures, and equipment located on the premises. I .n Owners Initials: A d Dated:_JLL414y i CSD Initials: Dated:A L _ "7 APN#:025-200- 19 Communication Facility Site Agreement Rovisod 8/20/96 v.• wi av •nt il. VV rm GV2f 2f a71J84J LJl) 1N(: .' Site # 211 Site Name: Gridley County: Butte EXHIBIT 6 TO LEASE AGREEMENT INITIAL, TERM Paragraph 2 of this lease shall be amended so that the initial Lease Term shall commence upon the issuance of a local building permit, or on the one-year anniversary of the full execution of this lease, whichever comes first. Owners Initials: A,,r u a Dated:- q 1 GSD Initials:_ X_Dated-—l. `7 APN#: 025-200-119 anDCommunication Facility Site Agreement Revised 8/20/96 I i 07/23/98 THU 11:00 FAX 2099515845 CSD INC. Q01! C a FIRST ADDENDUM TO THE LEASE AGREEMENT THIS FIRST ADDENDUM to the Lease Agreement is executed on June 6, 1997 by and between William H. Robinson Jr., hereinafter designated as "Owner" and COMMUNICATION SYSTEMS DEVELOPMENT, INC. hereinafter designates as "lessee". RECITALS 1997. as A. Owner and Lessee are parties to the Lee Agreement ("Lease") dated June 6; B. The parties desire to amend or modify Paragraphs One and Exhibit Six of the Lease Agreement to reflect that Lessee agrees to lease the entire parcel as described within Exhibit One and also agrees to alter the commencement date of the Lease Agreement as reflected in Exhibit Six. NOW THEREFORE, the parties do hereby amend and/or modify Paragraph One and Exhibit Six of the Lease Agreement as follows: 1. ,w erherebyleases to.Lessee,the entire parcel as described within Exhibit One to the Lease Agreement;, 2. Save and except for 8,000 square feet of land of the parcel that is described and identified within Exhibit Two of Lease as the "Site", Lessee agrees to sublease the remaining portion of the parcel to Owner subject to the following conditions: a. As to that portion of the premises that Lessee subleases to the Owner, Lessee shall not be liable to the Owner or to any other person or persons for or on account of any injury or damage occasioned in and about that portion of the parcel subleased to the Owner, or in connection with the use thereof, or to persons or property of any nature or sort whatsoever, and Owner agrees to hold Lessee harmless from any and all liability, claim, damage, losses, cost or expense arising out of, or in any way connected with, Owner's use, occupancy or activities in and about that .portion of the parcel subleased to Owner or connected in any fashion with the condition of said .property or any appurtenance thereof. b. Owner Shall be responsible for the payment of the entire amount of any and all taxes, assessments, fines, penalties and/or liens assessed/levied against that portion of the parcel subleased to the Owner_ Owner shall be responsible for the payment of any and all electrical, water, sewage, utility bills and any other assessments or costs incurred in connection and/or arising out of the use or occupancy of that portion of the parcel subleased to the Owner. 07/23/98 THU 11:00 FAX 2099515845 CSD INC. E SA X505 3. Owner agrees to delete Exhibit Six (Initial Term) of the Lease Agreement, so that the initial Lease Term shall now commence upon the issuance of a local building permit as originally reflected in Paragraph 2 of the Lease Agreement In all other respects, the parties hereby acknowledge and agree that the Lease Agreement dated June 6, 1997 is and shall remain in full force and effect. OWNER Signature: _�;Yt. �z�.� –d�, —d,, Signatui Print Name: William H. Robinson Jr. Print Ni Title: Title: �. • G J Address: 1755 West Hammer Lane, Suite 12 n, ,[ � _ cr t'ri �/S' Stockton, CA 95209 (209)951-3049 Date: - �1 r• - S! Date: ? Z S @j 012 -!rr�w-.e�,,,;r.r--qiF+"ST' %V .•�RMcv"-'g':s: -'e fr'c'!';�' M_.,�tm^'.r...yy.�"°�1'ti+za.r -:.Y,: F • 025-20-0-119' 92-3516E ROBINSON, Bill 46 Ord Ranch Rd e contr: G & T Electric elec sery &lelec for appliances/sf P rF' ' r s �I .F OFFICE COPY Address i GAS Date j Meter By IIII ELECTRIC pate�Sl-- { Meter By I. (I� 4 f r, 4 ?T Im COUNTY.OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, ,California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERIttl NO. + ASSESSOR 6��CE�t�Ut ._����J/��j�.'[[ G�E ZONIN'A fi ( BUILDING PERMIT OWNER BILL ROBINSON TELEPHONE 846-2709 SO. FT. DCC; .BUILDING VALUATION OWNER'S MAILING ADDRESS 46 ORD RANQ1 ROAD GRIDLEY 95948 CONTRACTOR'S NAME G & T ELECTRIC TELEPHONE 533-4006 CONTRACTOR'S MAILING ADDRESS P.O. BOX 1804 OROVILLE 95965 Fireplace ;"CONSTRUCTION LENDER L UNKNOWN Total Valuation is LENQER'S.MAI LING ADDRESS Filing Fee $ 1.55,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 46 ORD RANal ROAD GRIDLEY Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME _ PARCEL MAP Water piping 7.00 Each clas water heater or vent 7.00 USE: GF`STRUCTURE SF[J Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W 615.00 TYPE OF WORK New [-I Addition') Remodel❑ Utilities 0 Installation Other ❑ UPGRADE MAI'' SERVICE & CIRCUIT FOR Describe work: _ 11VAC & DRYER Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 • CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and_p#ofessions Code and my license Is In full force and effect. �,.• .,i License No. `�' •�.' rl Classification -? i.� ❑ 1, as the owner, or my employees with wages as -their sole compen- sation, will do the work,and the structure is not Intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOoOA) 37,50 NEW CONST. ( DWELLING OCCUP.(ti� 3.6Csq.ft. OR ADDNS. ACC. BLDGS. NEW CONSTIRMULT'-OUTLET NON-RESID BRANCH CIRC ITS 5.00 (POWER (POWER APPARATUS R� OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES I_ 76 FIXED APPLNS. OR :E X. OCCUp. OUTLETS (RESID,) EA3.00 • Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15-00 Permit Fee $ .5 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 0.- I shall not employ any person in any manner 1po as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Conlin g Hood, 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify §nd keep harmless the County of Butte against all liabilit judgments, osts nd expenses which may,�i rt any way accrue against sai C my ' .eonequenc f the granting of th perm t. X t?" g -- Oja1e .2 Siy azure of Ap I ° a. - ,. gent . SH A, required for c otions o er 5' ' deep and demolition or construct- ion PPPstruc res 3 stories in heig Mobile Home Installation Fee S i Energy Inspection Fee $ occ CONST TYPE ' TOTP,,' ' L FEE $ 39.50 HAz DFE MP, 000 Co, P &EL' PO p ISS This permit is hereby issued under the applicable-provi- sions.of_t.hle.Butte-C8un t od.e andlor,rgsorutions to do work ind�ated above dor which fees have en Oid. ), f DIRE OF�pU (r WOR/ BY �' i S 1 '.. , bate Pee IT EXPIRE Date P�--V2 98 r --- Recei t WHITE-D.P.W.. •ELLOW-ASir 33 PI 1N.SPECTOR, 6.LDEHR0AP LICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PELT NO. ASSESSOR 6�SC!206Uf�4 11 ll�j ZONIN - p BUILDING PERMIT , OWNER " BILL ROBINSON Ir ELEPHO_NF 846-2709 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 46 ORD RANCH ROAD GRIDLEY 95948 CONTRACTOR'S NAME G & T ELECTRIC TELEPHONE 533-4006 CONTRACTOR'S MAILING ADDRESS P.O. BOX 1804 OROVILLE 95965 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS46 ORD RANCH D GRIDLEY Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF X❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ Other ❑ Describe work: UPGRADE MAIN SERVICE & CIRCUIT FOR HVAC & DRYER Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 0V LE 2000AORLESS 18.50 18.50 CONTRACTORS LICENSE LAW I declare der penalty Of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 Of the Business and Professions GCode�J and my license is in full force and effect. License No. 77a-53Cf Classification C —to ❑D I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1Oo0A) NEW CONST.OR ADONIS.( /ACC. BLDGS. DWELLING OCCUR.&) _37.50 3.6Q sq.ft. NEW CONSTR. MULT I.OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 9 761 APPLINIS Ex. Occup. OUTLETS ((RESID,)REA.) 2 1 3.00 .00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ 39.50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. .rshall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all i ilities, judgments, costs, and expenses which may in any way accrue ag Ins said County in onsequence of the granting of this permit. X ate /�"02 — �1 Z gnature of Applicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz DFEES IMP FLOOD COF PARCEL PD HD Iss This permit is hereby issued under the sions of a Butte Cou Code and/ Y wOr nd ated a r which a D R OF PU C B P IT EXPIR S Date applicable provi- resolutions to do j have been paid. OF' ate Ao* Receipt No. 125983 WHITE-D.P,W„ YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT , COUNTY OF BUTTE'- DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916,538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER Oa 5 - ZOo - j ZONING -i BUILDING PERMIT OWNERbill Lb �'� TEL'EPHOJE 06 -.27v� SO. FT. OCC. BUILDING VALUATION OWNER'S AILING SS„C- RCigaC �'f (L� v[.S/4l8 A �b CONTRFA-C(/Tjr,OR'S NAMEELEPHONE 616 -r Etc Ree -lo? T 3 - 006 CONT CT 80 MAI LINGDADDRE55 LI 0 �� ^ ll Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS D ,U �c Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME P4RCEL MAP Water piping 7.00 Each gas water heater or vent 7.00 USE OF STRUCTURE Sr -:\Q:]/ Duplex❑ Mobilehome❑ Other • SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S FG7W @ 15.00 TYPE OF WORK New ❑ AdditionEl Remodel ❑ Utilities � Installation Other Describe work: OR CA -06 ma, 1 Ef i 'e- f}/Q � Circuit- ro( Tl A C AAji►� Ort;(2- • Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 1 bo"_5-6 CONTRACTORS LICENSE LAW penalty I declare under p y of perjury Iur y (check one): El I am licensed under provisions Of Chapt. 9, Div. 3 of the BUSI It and Professions Code and my license is in full force and effect. License No. Classification 17 I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000A1 37.50 NEW CONST. ( DWELLING OCCUP.EI\ OR AODNS. ACC. SLOGS. I/ 3.6d Sq.f[.NEWCONSTFL ULTI.OUTLET @ 5.00 NON -RESID BRANCH CIRC ITS (POWER APPARATUS h) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 )%d A FrIXFD Ex. Occup. OUTLETS (RESID )REA•) 3.00Co. C1c� �o Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 E I Permit Fee $ 3 Ot . SO WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. Ur ; I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hocd 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against -all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner❑ Contractor CI Agent ❑ An OSHA permit is required for excavations over S'f)” deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 3°1. sv HAz I DFEES IMP I FLOOD I COF PARCEL I PD I HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. f as &'3 MITE-D.P.W.. YELLOW- ASSESSOR. PINK-IN9PCCTOR, GOLD ENPOD-APPLICANT 025-20-0-119 92=345OP;M , ROBINSON, Bill e :4 ..�i 46 Ord Ranch Rd,� contr : DASL 04 hvac/sf { r' 4 ' i 1 — 1 1 1 45 1 g� /0 -� E • f 1 ;4 3 r fes' M 025-20-0-119 92=345OP;M , ROBINSON, Bill e :4 ..�i 46 Ord Ranch Rd,� contr : DASL 04 hvac/sf { r' 4 ' i 1 — 1 1 1 45 1 g� /0 -� E • f 1 ;4 3 r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. 2 -_?___ ASSESSOR PARCEL NUMBER 025-200-119 ZONIG A BUILDING PERMIT OWNER BILL ROBINSON TELEPHONE'SO. 84&-2709 FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 46 ORD RANCH ROAD MUM 95948 CONTRACTOR'S NAME DASL TELEPHONE 846-0377 CONTRACTOR'S MAILING ADDRESS P.O. BOX 969 GRIDLEY 9594£_3 Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checkinc Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Ener Plan Checking Fee Energy g Penalty $ BUILDINGADDRESS ORDS RANCH ROAD OROMI.E 95966 Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 1 7.00 USE OF STRUCTURE SF n Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New❑ Addition(_; Remodel Utilities❑ Installation[ Other❑ EW Describe work: NHVA Permit Fee $ 20.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): �l am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Ode and my license Is In full force and effect. License No. `2.52.03?_ Classification C— Z ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or;offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1oo0A) 37.50 NEW CONST. ( DWELLING OCCUP. �\ 3.6Q sq.ft. OR ADDNS. ACC, BLDG S. / NEW CONSTR ULT' -OUTLET NON -REBID BRANCH CIRC ITS 5.00 POWER APPARATUS e SINGLE OUTLET CIR. iAL- 20 76d Ex. Occup(OUTLETS OR FIXTURES AF;A FIXED APLNS. EX. OCCUp. OUTLETS (PRESID )REA.) I 3.00 Temporary se-vice15.00 Mobile Home Facilities 15.00Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. &--i have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 1 15.00 Heating . DUAL Cooling 3 'ICON 9.00 Hood 6.50 Ventilation Permit Fee $ 3, OWO Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue againsts id County,in consuence of the anting of this permit. X D to 2 9 y— Signature of A icon- - Owner 9 P ❑ Conhecto� gent ❑ 1 An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEES 53.00 HAz I DFEES I IMP I FLOOD CDF PARCEL PD Ho ISSUE This permit is hereby issued under the applicable provi cions of the Butte County,Code and/or resolutions to do work indicaUe'abgvfe. fot which fees have been paid. ,,• Q4RECTOR OF PUBLIC WORKS BY '' `' Date ' r... PERMI EXPIRES Date Receipt No. 125866 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 955 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT N0. —3 r. A ASSESSOR PARCEL NUMBER - 025-200-119 ZONING A 40 BUILDING PERMIT OWNER BILL ROBINSON TELEPHONE 846-2709 S0. FT. OCC. BUILDING VALU ON OWNER'S MAILING ADDRESS 46 ORD RANCH ROAD GRIDLEY 95948 CONTRACTOR'S NAME DASL TELEPHONE 1 846-0377 CONTRACTOR'S MAILING ADDRESS P.O. BOX 969 GRIDLEY 95948 Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 46 ORD RANCH ROAD OROVILLE 95966 Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 Mobile Home I S I G JW I I@ 15.00 TYPE OF WORK New [__J Addition Remodel❑ Utilities [I Installation[] Other ❑ Describe work: NEW HVAC Permit Fee $ 20.00 'Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200V OR LESS 00A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): FT_I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions ode and my license Is In full force and effect. License No. ?= Classification ZQ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed Contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 20GATO 1000AI _37.50 NEW CONST.( DWELLING OCCUP.&\ 3.64sq.ft. OR ADONS. ACC. BLDGS. / NEW CONSTR. ULTI.OUTLET N O N•R ESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(ourLETs OR FIXTURES L20 764 FIXED APLNS❑ EX. Occup. OUTLETS PRESID IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �+ have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 9.00 DUAL Cooling 3 TON 9.00 Hood 6.50 Ventilation Permit Fee $ 33.00 Contractor ,I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against id County in conse uence of the ting of this permit. X D to Signature of Ap licant — Owner Controctor gent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ CCC CONST TYPE I TOTAL FEE $ 53.00 HAz DFEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte Count ode and/or resolutions to do work indica ab which fees have been paid. R OF PUBLIC WORKS By Date% 30-9 PERMI EXPIRES Date !9! 3y - 9.3 Receipt No. 125866 WHITE-D.P.W.• YELLOW -ASST SSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT ;x +f','t'1 ,fi'�r' t1 fMt;�(' iiY '361c:e 7>«` ��tc.4 :+ `''i� yi:Jr 4�i; fkvey �j r+✓c� a. ls.i i. �rNl.. .,,; COUNTY OF BUTTE "EPARTMENT..OF MOM WO'F4 BUILDING PIVISIOW �o 7 COUNTY CENTER DRIVE - OROV&L ;-CALIFORNIA 95965 - TELEPHONE (916) 538-7541 OWNER I Proposed Building Use r� 'ERMIT APPLICATION ►l1 DIUI �SO� .. DATA SHEET Building Inspector P. No. 9S- _(� Date At time of 6iit application, I was advised the following data must be submitted prior to permit processing and/or issuance: �' DATE RECEIVED BY 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. All items have been submitted . ........................................ Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with'wet signature on plans . ............. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ..................... . Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof$ ......................................... Impact -fees as shown on attached schedule . .............................. California Department of Forestry plan approval/fees. ........................ Flood elevation letter (100 year flood) by California Engineer . .................. Sanitation and plot plan approval Health Department. ............. City of Chico plumbing permit . ................................. Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: . ........ Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). .. ... . Pre -ins ection for to Bussing Ins reque�- p required. . to Building Inspector (Dale) Contractor's license information. (No., Name Style, Classification) . .........:... . Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ) ............ Recorded copy of Agricultural Acknowledgement Statement . ................. . Letter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ......................................... . Mobilehome utility clearance . .......................................... Documentation of legal access . ....................................... . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired permitsN....................................... Plan check list . ..................................................... When you issue the permit, process as follows: Mail to owner. Mail to contra t . Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date \ By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ m it Counter,by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter'by _ Date Plans checked by Date Plans approved by _ Date Sets of plans on hold in File cabinet AP.folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF-I�BLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telepl dine: 916,538-7541 APPLICATION AND PERMIT ASSESSOR PARCE BER OO` - �Q '- Z ZONING Q BUILDING PERMIT owN R f TELEPHONE F� -a ✓�O SO. FT. OCC. BUILDING VALUATION O NER'S MAI INV,�f DDR SS //�� �) / ©N " no U ni (C,v 95—¢.11 COV;C�TQ:*S NAME TELEPHONE_ CO F16TOR' LING g R,ESS - AIY Vt L Fireplace NSTR COUCTION LENDER UNKNOWN Total Valuation $ L NDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee !F— ARCH TE1 0 -OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty g BUILDING AO RESS HCl n e � o �� v , D� Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE 'SF 91 Duplex❑ Mobilehome❑ Other SPECT FY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodelo. Utilit e I stallation❑ Other Describe work: A),. (,6L_ ��y ) Permit Permit Fee $ �. Contractor ELECTRICAL PERMIT Filin�Fee 15.00 Main service 200A OR LESS 00V OR LESS CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am. licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000AI 37.50 NEW CONST. ( DWELLING OCCUPM OR ADDNS. ACC. SLOGS. 3.64 sq.ft. NEW CONSTR ULTI.OUT LET NON.RESIO BRANCH CIRC ITS @ 5.00 (POWER APPARATUS e) \SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76d Ex. Occup. OUTLETS ED AP(RESID )REAJ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ if Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner❑ Contractor Agent ❑ ❑ An OSHApermit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ HAz 1 0FEES I IMP I FLOOD I CDF PARCEL PO Ho I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date PERMIT EXPIRES Date Receipt No. j�1� WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT e .�.�a �.��;r'�t,'''�r+�G�,'l"•�'"'�t`..=•^.ri:.o.�.atl;�': 7�r,;. Yra,;,r'..� .R�a. .:F�'�3"" Ts ..}�l�.:tikv �'Cyd`'•'ti,�"'n.#Ir#ssr''w%'4�"R'+w—"'`r�.:.;�xtb�.., ... i r j "25-20-119 92-1014B ROBINSON, W.H.. 46 Ord Ranch Rd, Gridley cont: Double J Roofing. reroof/sf i . i .i r"-�.1�j��'�-`7s�r���'�17�1-n-�r-�R•- :�n'rfP -r)'��-:,fp' COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllle, California 95965 - Telephone: 916/538-7541 Z -„ APPLICATION AND PERMIT - y ASSESSOR PARCEL NUMBER 025-200-119 ZONING &N"_ . A40 BUILDING PERMIT �� OWNER W.H. ROBINSON TELEPHONE 846-2709 SO. FT. OCC. BUILDING VALUATION 29 @ 1740 OWNER'S MAILING ADDRESS 46 ORD RANCH RD., GRIDLEY, CA 95948 CONTRACTOR'S NAME DOUBLE J ROOFING TELEPHONE CONTRACTOR'S MAILING ADDRESS 280 SHELDON AVE., GRILDEY, GA 95948 Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 34.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 46 ORD RANCH RD. GRIDLEY' Permit fee $ • -50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE r� SF N Duplex❑ Mobilehome❑ Other _ SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W@ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ Other [I Describe work: REROOF W/C%W Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS Main service 200A TO 1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. `/G xQ License ,do.k� �,�iQ Classification ��" �/ / ❑ I, as the owner, or my employees with wages as their sole' compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ! DWELLING OCCUP.9 3.64 sq.ft. OR ACDNS. l ACC. BLDGS. NEW RESIC.CO BRANCH 5.00 NON•R ESID BRANCH CIRC ITS @ /POWER APPARATUS e) I SINGLE OUTLET CIR. EX. OCCU zo 76 P�OUTLETS OR FIXTURES Ex. OCCUp. OUTLETS (RESID,)FIXED APPLNS.REAJ 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor • I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permitt.. X +1✓c .�/rhs'•4'c,___ Date %� ' �� Si nature,of Applicant - Owner g pp ❑ Contractors Agent g ❑ An 0 A permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ HAZ 1 DFEES I IMP I FLOOD I CDF PARCEL PO HD ISSU This permit is hereby issued under the applicable provi- sions of the,Butte County Code and/or es lutions to do j ) work i,{icated abo for -which fee have been paid. �' -`-s DIREC' 1' VP LIC WORKS By 0 /t� Dat PERMIf EXPIRES Date r Receipt No. 1101320 WRITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965-- Telephone: 916/538-7541. APPLICATIp.N ANb. P&RMIT PERMIT N0. l ASSESSOR PARCEL NUMBER 025-200-119 ZONING V A40 BUILDING PERMIT OWNER W.H. ROBINSON TELEPHONE 846-2709 _17— $Q, FT. OCC. BUILDING VALUATION 29 60 174T- OWNER'S MAILING ADDRESS 46 ORD RANCH RD., GRIDLEY, CA 9.5948 CONTRACTOR'S NAME DOUBLE J ROOFING TELEPHONE CONTRACTOR'S MAILING ADDRESS - 280 SHELDON AVE., GRILDEY, CA 95948 Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 34.50 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ Energy g Fee Ener Plan Checking $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 46 ORD RANCH RD. GRIDLEY Permit fee $ 49.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ® Describe work: REROOF W/COMP Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 Main service 200A TO 1000A, 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): r YLFtI I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. S6 71/9 Classification C-39 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.8d) OR ADONS. 1 ACC. SLOGS. / 3.6Q sq.ft. NEW CONSTR. ULTI-OUTLET NON-RESID BRANCH CIRCUITS) @ 5.00 /POWER APPARATUS I! (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20 76 FIXED APPLNS. Ex. Occup. OUTLETS ((RESID )REA.) I .3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ • WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against s id County in consequence of the granting of this permit. X Date jk I " Signotur of Applicant — Owner ❑ Canrractar� Agent ❑ An OSAwork permit is required for excavations over S�0" deep and demolition or construct-' ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAZ I DFEES I IMP I FLOOD I CDF PARCEL PO HD ISS Thispermit is hereby issued under the sions of Butte County C de and/or ' dic ed abo o hich fee DIREC PU LIC By PE I EXPIRE Date applicable provi es lutions to do a been paid. O KS / � Dat (� 9 Receipt No. c - «� 120 WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville. California 95965 - Telephone: 916!538-7541 APPLICATION AND..P%RMIT ASSESSOR PARCEL NUMBER doh qIiAc 20NIN BUILDING PERMIT 0& ER Jw� (�1 t TELEPHONE w S0. FT. OCC. BUILDING VALUATION OWNER'S, TING A RESS (J� ` ���q CO RACTO 'S NAME V,1 TELEPHONE CONTRACTOR'S A//L-ING A DRESS Q c57 a 1A Fireplace CXCON TRUCTION LENDER 1`1L6 UN OWN`— Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee - $ 155,00 Permit Fee $ ARC I /!vE)CT OR ENGINEER V1 CL LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ _ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADD ss _ r n +^ a Permit fee $ S' PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF r" Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New❑ Addition❑ emodeI Utilities stallation❑ Other Describe work' Permit Fee $ Contractor ELECTRICAL PERMIT Fi(ingFee 15.00 0V OR Main service 200A OR LESS 18.50 Main service 20CATO 1000A1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING oCcuP.8d) OR ADDNS. ACC, BLDGS. / 3.6dsq.ft. NEw CONSTR ULTI.OUTLET NON.RESID BRANCH CIRC ITS ^ 5.00 l: POWER APPARATUS 6 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76d Ex. Occup. ou LETS ((ED RESiD OR 1 3.00 Temporary service j 15.00 Mobile Home Facilities 15.00 Misc. Wiring 9 '15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you becomesubject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Penult Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Si nature of Applicant - Owner 9 PP ❑ Contractor ❑ Agent ❑ - An OSHA ion of structuresover39 stories in height. excavations over 5'0" deep and demolition or construct- Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ �q es I HAz OFEES IMP I FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. WHITE-D.P.W., YELLOW-A5e E390R, PIN K•INSPECTOR. GOLDENROD -APPLICANT PERMIT NO. 3515-75B .rk P E M ,� MH UTIL. PERMIT NO. tj PERMIT EXPIRES OWNER W.H. Robinson �011 Sierra Roof & Acoustics Chico CONTR. ;LOCATION (A.P. 25-20-102 ) SE Corner Hwy. 99E and Ord Ranch Rd., Gridley Temp. Power Pole Called PG&E Temp. Elec. Serv. ,Called PG&E semp. Gas Serv. Called PG&E FIN FINALED (Date) It I (Signature) i COUNTY OF BUTTE — DEPARTMENT OH PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback i Firewall Soil Piping Forms ' Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathieg Water Pi in Piers Roofing %'a l- Sewer Garage Fdn. Vents Fixtures •- Footings Garage Vents Water Htr. StemwaII Slab Prov. for physically handicapped Heaters Appliances Carport 'Footings Conformance of structure Gas Piping & Te t Temp. Gas ' Slab Final Sanitation Patio FIREPLACE Final Footin s Footing EL C RICAL MasonryWalls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE RIN &ERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MEC A ICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish j ' Ducts Under round Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS . COUNTY OF BUTTE — DEPARTMENT OF PUBLIC7(\.KS7 County Center Drive —-toroville, California 95965 \�J� Tel el)None: 534-4541 v APPLICATION AND PERMIT, BUIL13ING Owner Mr. Mrs. W.H. Robinson SQ. FT. OCC. BUILDING VALUATION 2174.00 Mailing Address Rom 30917) s Gridley, Ca.one TeOer•F6-279 Fireplace Contractor Sierra Roof and Acoustics Total Valuation Mailing Address P•0• Vox 252 Permit Fee $24.00 Plan Checking Fee &/or Penalty Chico,Ca. Tele hone No. 3.41-1863 Permit Fee 0 Building Address Rt. 3 Box 3050 PLUMBING No.1 @ I FEE PERMIT FILING FEE $3.00 First house on right after turn at cemetar Each Trap 1.50 q _ (1 1 (�•�•�, Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. C�5— OL® `�-/ Zoning &Planning -Gas piping system 1 - 5 outlets 1.50 Each additional outlet %30 F FireDept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Im rovements p Lawn sprinkler system 2.00 Parcel Approval I Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER'E] ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 390 11h Hallmark shingles Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ® Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 60 Light fixtures2 Receps„ switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Sierra Roof and Acoustics Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. 248732 Classification C-39 Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ®I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑X I certify that in the performance of the work for which this permit ,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood __+2.00 - Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X -- -_ ?� Date /v✓ Signature of Pie%rmitee or Agent / Receipt No. / �7 T� vv White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant TOTAL PERMIT FEE $ 24100 This permit is hereby issued.under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR 0UBL-IC WORKS By !^ - Datefoo B ilding permit expires Date Jnr, .p ^_ p . UDS/Cg`YO�',S AFS U�' 14 1975 `7'i8igiiq ii j 2 PM i 1