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Home My WebLink About065-420-028t TTF Department of Development services �<<sl;,;;,." o Building o Division o /�" 0 7 County Center Drive "�`=-tea o Oroville, CA 95965 ._�`r o (530) 538-7541 (530) 538-2140 FAX . GUARDRAIL DETAIL HANDOUT Nailing shall comply with Table UBC 23-11-13-1. Lumber shall be at least Douglas Fir #2 or better (D.F. #2).. Minimum concrete compressive strength shall be 2,500 psi at 28 days. NBC 2306.3)4) Minimum underfloor clearances from finish grade to wood joists is 18"; ( and minimum 12" from the finish grade to wood girders or. treated wood js required. No wood shall be placed closer than G' to earth unless it is foundation grade or pressure treated. (UBC 2320.13) If the deck/porch is 30" or greater above the finish grade a guardrail is required. Min. 4 x 4 post 4• Max. @ 5'- 0" 0-c- 7-4- 4- Intermediate rails Max. 36" Min. spacing shall prevent the I passage of a 4" diameter sphere. IDE VIEW xessure treated ledger J8" x' lag :yews. Pier posts greater than 3 feet in height need to be diagonally braced between post 4 - 16d nails or an approved post base connection If using precast piers, wet set precast pier into concrete footing UTop of 3/4" clearance 4' Max. Joist to the edge of -- e wood m member joist Min.'2 - 112" dia. thru bolts required GUARDRAIL — An approved post cap connection, Girder or connect girder and post with s 1/2" plywd gussett Post and 3 - 16d nails TTE CO TY top & bottom ICN ROVE . in. 12" x 12" Footing 8" Min. embedment TYPICAL PIER FOOTING TF Department of Development Services o . �.�<;, i.; o "' .:;,;'f Building Division o ``may ° 7 County Center Drive o ° Oroville, CA 95965 o - 0 (530) 538-7541 (530) 538-2140 FAX U� caN�� BUTTE COUNTY HANDRAIL DETAIL HANDOUT BUILDING DIVISION APPROVED - Nailing shall comply with Table 23 -II -B-1. Minimum underfloor clearances from finish grade to wood joists is 18"; (UBC 2306.3) and minimum 12" from the finish grade to wood girders or treated wood is required. Minimum concrete compressive strength shall be 2,500 psi at 28 days. (UBC 1922.2.4) Stairs serving 3000 sq.ft.and greater, risers shall be 7" max. and treads 11 min._ The dimension difference between the smallest and largest tread run or riser height within any flight of stairs can not exceed 3/8" (UBC 1003.3.3.3.3) Stair stringers shall be anchored to primary structure. Toenails subject to withdraw are not acceptable anchors (2320.13). 4- Max. 36" Min. Top of 4" Max. Top of Deck 1y Joist vnrn v7.77z-2JKKT7� SL Anchor stair stringers to the primary structure k, with an approved joist hanger and screws, lags, M.B. Fier posts greater than 3 feet in height need to be diagonally braced between posts. • 4 - 16d nails or an approved post base connection If using precast piers, wet set precast pier into concrete footing. 1) [G] 3-12 1-114- 3-12 • may 10 - Max. 1 -12 -Mia Intermediate rails 4• Max. spacing shall prevent 1.12• The passage of a 4" 3-12 MaL diameter sphere. 1.1/4• to 212• 4" Max. HANDRAILS 1 .12' Mia Handrail Theight 34"-38" 4•- s'Min. n Not Acceptable 9'Min • Girder 6"Max post An approved post cap connection or connect girder & post with 1/2" plywd gussett & 3 - 16d nails top & bottom 3-2x1 6' Min. Stringers 1 � 12 x 12 footing 8" Min, embedment 4 x 4 post min. Min. clear width at stairs shall be 36" Min. 2 - 1/2" dia, thru bolts required Min. 2x pressure treated sill plate .I Attach stringer to sill plate with angle clip Deck Roof Addition Butte County, CA STRUCTURAL CALCULATIONS January 2006 r Prepared for Thompson Design Group 90 Adams Avenue Mill Valley, CA 94941 Prepared by JMN Consulting Engineers, PLLC 1319 Dexter.Avenue N., Suite 295 Seattle, Washington 98109 JMN. Job 05061 BUTTE COUNTY DECK COVERING January 2006 JMN Job No. 05061 Structural System: Design and detailing for a new roof over an exterior deck structure. DESIGN CRITERIA CODES 2001 edition of the California Building Code with amendments of Butte County. LOADS Live Loads Roof Snow Load — per section 1614 Ground Snow Load, PG 55.0 psf Basic Flat Roof Snow Load, PF 50.0 psf Snow Exposure Factor, CE 0.9 Importance Factor, Is 1.0 Roof 16 psf (Reducible) Deck 100 psf (Non -Reducible) Dead Loads Roofing . 6.0 psf Framing : 5.0 psf Miscellaneous 3.0 psf Total Roof DL = Flooring 3.0 psf Framing, Ceiling, Mech'1 6.0 psf Miscellaneous 3.0 psf Total Floor DL = 1 Seismic Design: as per Sections 1626 of the applicable Code Basic Lateral Force Resisting System — Cantilevered Column (Inverted) Seismic Zone Factor, Z = 0.30 Seismic Coefficient, CA = 0.36 Seismic Source Type B Seismic Near Source Factor, NA = 1.0 Seismic Near Source Factor, Nv =1.0 Response Modification Factor, R = 2.2 Importance Factor, Is =1.0 Soil Profile Type, SD Seismic Coefficient, Cv = 0.54 Lateral Forces determined by Section; V = Cv*W/R*T Wind Design: as per Sections 1609 of the applicable Code Basic Wind Speed = 75 mph Wind Exposure Factor = B Importance Factor, Iw = 1.0 MATERIALS Concrete: fc Normal Wt Concrete Masonry Units: fm (completed assembly) Type I, Medium Weight Units Grout Mortar 2,500 psi at 28 days 145 pcf - Typical UNO 1,500 psi at 28 days ASTM C90 2,000 psi ASTM C476, coarse 1,800 psi ASTM C270, type S Concrete Reinforcing Steel: ASTM A-615 Gr 60 fy = 60 ksi (Shop Bend) ASTM A-706 Gr 60 fy = 60 ksi (Shop Bend) ASTM A-185 Welded Wire Fabric Wood: Framing lumber shall be graded and marked in conformance with the WCLB rules for West Coast lumber, latest edition. Unless noted otherwise, lumber grades shall be as follows: r Joists: 2" and 3" thickness, Hem Fir No: 1 Beams and stringers: Douglas Fir No. 1 Post and Timbers: Douglas Fir No. 1 Plates and Miscellaneous light flaming: Hem Fir Standard. Studs: Hem Fir Stud. Structural Composite Lumber: . Prefabricated structural wood members as manufactured by Trus Joist of Boise, Idaho: TimberStrand® Laminated Strand Lumber (LSL) Parallam® Parallel Strand Lumber (PSL) Microllam® Laminated Veneer Lumber (LVL) Steel: Structural Bolts ASTM A307 Anchor Rods ASTM A307 Foundation Types: Conventional Spread Footings Soils: Design Bearing Capacity Of Spread Footings =1500 psf Minimum Soil Depth For Bearing =18 inches k BUTTE COUNTY BUILDING DESIGN CRITERIA WIND DESIGN — Design Speed = 75 mph Exposure B or C is site specific: Exposure B = Terrain with buildings, forest, etc. 20' or more in height covering at least 20% within'l. mile of the site Exposure C = Flat and generally open within ''/z mile or more from site SEISMIC — Zone 3 FOUNDATION DESIGN WITHOUT A SOILS REPORT Allowable Bearing Pressure = 1500 PSF. Allowable Lateral Bearing (Passive) = 200 PSF/FT. Allowable Friction Coefficient = 0.35. RECOMMENDED SNOW LOAD Elevation (Feet) Ground Snow 0 _-1499 - 1499 No Requirements 1500-1999 20 psf 2000-2499 37 psf 2500-2999 55 psf 3000-3499 75 psf 3500- 3999 97 psf 4000 -4499 122 psf 4500-4999 149 psf 5000 - 5499 180 psf 5500-6000 215 psf If the elevation is at the division mark, add both loads and divide by two. Approximate Elevations by Area Berry Creek 2200, Feather Falls 3000 Butte Meadows 4500 Forbestown 2800 Clipper Mills 3600 Forest Ranch 2400 Cohasset 3200 Magalia 2400 Concow 2200 Stirling City 3600 De Sabla 2720 Yankee Hill 2200 NOTE: Elevations are site-specific. 4 P Project: Job #: Consulting Engineers /3�irT� G'OUAIIMN 1319 Dexter Avenue N. By: ate: Suite 395 ' Seattle, WA 98109: t. 306-281-0767 Subject: Page #: 1206-281-0769 mor- reAm i lyp eewr dolaw"' M s 14, 0 LJ56 4)( / 4'Jo 7 OF C� 14-11 e /V) IN Zu (64 Y. � /.r 12�2� OLI SE 34 6 f0io ! or - J O 1.11/4 2, Ce P� 1.A M&P a �" C z� (14 -A W, *q; ®0 (47 a,�5 to (MAX) �5U— /l,4, %lvlr7c ;3Y 4- moeors , F, i1o6 . NANT Consulting Engineers 1319 Dexter Avenue N. Suite 295 Searle. WA 98109 r. 206-281-0767 L 206-281-0769 As5uIV7F Project: 13urrE C'vur� By: <,11viN Subject: ✓✓AT-afe Trzy rt At r/ 0a &4 -se vi pcez .: IN 01 0 Job #: 0111; Date: I low Page #: to �� 0'r �r JOE. 01.4p Project: Job #: Engineers 6u-rTr Cou m C;' C'- 04, i JMNConsulting 1319 Dexter Avenue N. Suite 295 Seattle, WA 98109 By: ��yi� C� � Date: t. 206.281-0767 E. 206-281-0769 Subject: y� Page #: �- + �� 9-lItis P25ON I Cc T, PC6 T' EA coieNafl X PC*T (fom T1014 ,eAc6 &Y. FT WL W KAP COMM "/PUsTIC �ooYl h! C� .N 76 Jan 02-06 04:06p Thompson Design Associate 415-388-9650 P.1 N 'A ' -� t+ r N .Jan 02 06 04:06p Thompson Design Associate 415,388-9650 p.2 At m�� o GENERAL NOTES . 1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE CALIFORNIA BUILDING CODE, 2001 EDITION, AS AMENDED BY THE COUNTY OF BUTTE, CALIFORNIA. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 3. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE CHECKING.AGENCY PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. 4. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN DIMENSIONED POINT OR MEMBERS. ti 5. THE CONTRACT DOCUMENTS REPRESENT THEFINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 6. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6 INCHES NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 7. SPECIFICATIONS, CODES, AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS OTHERWISE NOTED. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. 8. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN 'ACCORDANCE WITH THE PLANS. CONCRETE 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318 AND ACI 301, WITH MODIFICATIONS AS NOTED IN THE CONTRACT DOCUMENTS. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 TYPE I OR -TYPE R. 3. COARSE AND FINE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33. 4. WATER SHALL BE CLEAR AND SHALL CONFORM TO ASTM C-94. 5. CONCRETE STRENGTHS SHALL BE VERIFIED BY 28 -DAY CYLINDER TESTS, UNLESS OTHERWISE APPROVED. CONCRETE SHALL BE AS FOLLOWS: ELEMENT STRENGTH PSI CONCRETE TYPE FOOTINGS 2,500 NORMAL WT 5. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN CAST -IN-PLACE CONCRETE: a CONCRETE COVER (MINIMUM) A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER #6 THROUGH #18 BARS 2" #5 BAR, W31 OR D31 WIRE, AND SMALLERI 1/2" 4 1. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLB STANDARD GRADING AND DRESSING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. UNLESS OTHERWISE NOTED ON THE DRAWINGS, LUMBER GRADES SHALL BE AS FOLLOWS: A. JOISTS: 2" AND 3" THICKNESS, HEM FIR NO. 1. B. BEAMS AND STRINGERS: DOUGLAS FIR NO. 1. C. POST AND TIMBERS: DOUGLAS FIR NO. 1. D. PLATES AND MISCELLANEOUS LIGHT FRAMING: HEM FIR STANDARD. E. STUDS: HEM FIR STUD. 2. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL CONFORM TO THE GOVERNING CODE AND AS FOLLOWS: A. JOISTS OR RAFTERS TO SIDES OF STUDS 8 -INCH OR LESS B. FOR EACH ADDITIONAL 4 -INCH IN DEPTH OF JOISTS C. JOISTS OR RAFTERS AT ALL BEARINGS - TOENAILS EACH SIDE D. STUDS TO BEARING - TOENAILS EACH SIDE E. BLOCKING BETWEEN JOISTS OR RAFTERS: TO JOIST OR RAFTERS - TOENAILS EACH SIDE EACH END TO JOIST OR RAFTER BEARINGS - TOENAILS EACH SIDE F. CROSS -BRIDGING BETWEEN JOISTS OR RAFTERS TOENAILS EACH END G. BLOCKING BETWEEN STUDS - TOENAILS EACH END H. DOUBLE TOP PLATES - LOWER PLATE TO TOP OF STUD J. UPPER TO LOWER PLATE - STAGGERED K MULTIPLE JOISTS -STAGGERED L. MULTIPLE JOISTS STAGGER FOR WIDTHS MORE THAN 4 INCHES 3-16D 1-16D 2-101) 2-101) 2-101) 2-10D 2-8D 2 -IOD 2-16D 16D @ 16" O.C. 16D @ 12" O.C. 16D @ 12" O.C. 3. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16D SPIKES AT 12" O.C. STAGGERED, MIN. 4. ALL NAILS SHALL BE COMMON WIRE NAILS. WHENEVER POSSIBLE, NAILS DRIVEN PERPENDICULAR TO THE GRAIN SHALL BE USED. THERE SHALL BE A MINIMUM OF 2 NAILS AT ALL WOOD CONTACTS AND JOINTS USING 8D NAILS FOR I -INCH THICK MATERIAL, 16D NAILS FOR 2 -INCH THICK MATERIAL, AND 40D NAILS FOR 3 - INCH THICK MATERIAL. ALL CONTINUOUS CONTACTS PROVIDE MINIMUM NAILS AT 12" O.C. WITH NAIL SIZES AS CALLED ABOVE. 5. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF STRONG -TIE CONNECTORS MANUFACTURED BY THE SIMPSON COMPANY. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THAT THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES AND ARE REVIEWED BY THE STRUCTURAL ENGINEER. 6. AT SAWN TIMBER JOISTS WITH THICKNESS -TO -DEPTH RATIO OF 1:6 AND GREATER, PROVIDE CROSS -BRIDGING AT 8' 0" O.C. AND SOLID BLOCKING AT BEARING POINTS. 7. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE GOVERNING CODE. S. ALL BEARING AND EXTERIOR STUD WALLS SHALL BE 3X4 @ 16" O.C. BELOW SECOND FLOOR AND 2X4 @ 16" O.C. ELSEWHERE, UNLESS OTHERWISE NOTED. 9. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHTS AND AT INTERVALS NOT TO EXCEED 8 FEET OF ALL STUD -BEARING WALLS OVER 8 FEET IN HEIGHT. 10. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF INTERIOR NONBEARING STUD PARTITIONS FOR LOCATION AND SIZE OF OPENINGS IN STUD WALLS, AND FOR ALL WALL FINISH DETAILS. 11. ALL CANTS AND CRICKETS SHALL BE PLACED OVER BASIC ROOF SHEATHING. SEE ARCHITECTURAL DRAWINGS FOR DETAILS AND LOCATIONS. 12. ALL WOOD STUD WALL SILL PLATES SHALL BE ATTACHED TO CONCRETE OR ' MASONRY WITH 1/2 -INCH DIAMETER ANCHOR BOLTS AT 48" O.C., UNLESS OTHERWISE NOTED. 13. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 6" O.C. STAGGERED UNLESS SHOWN OTHERWISE. 14. FASTEN ALL POSTS TO CONCRETE WITH "CB" COLUMN BASE OR EQUAL. 15. ALL WOOD PLATES. AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE IN ACCORDANCE WITH AWPS-FDN, AND BEAR THAT QUALITY MARK. 16. PROVIDE STANDARD CUT WASHERS UNDER ALL BOLTS HEADS AND NUTS IN CONTACT WITH WOOD. 17. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. 18. ALL PLYWOOD SHALL BE DOUGLAS FIR, STRUCTURAL I AND SHALL CONFORM TO APA C -D INTERIOR GRADE WITH EXTERIOR GLUE, WITH UBC STANDARD 23-2 AND WITH PRODUCT STANDARD PSI. WOOD -BASED STRUCTURAL -USE PANELS SHALL CONFORM WITH UBC STANDARD 23-3 AND WITH PRODUCT STANDARD PS2. TYPE AND THICKNESS SHALL BE AS SPECIFIED ON THE PLANS. 19. PLYWOOD NAILING, USE UNLESS OTHERWISE NOTED: A. ROOF: 8D @ 6" O.C. AT SHEET EDGES. 8D @ 12" O.C. AT INTERMEDIATE BEARING POINTS. B. FLOOR IOD @ 6" O.C. AT SHEET EDGES IOD @ 10" O.C. AT INTERMEDIATE BEARING POINTS. C. WALLS: 8D @ 6" O.C. AT EDGES 8D @ 12" O.C. AT.INTERMEDIATE BEARING POINTS. PLYWOOD AND WOOD -BASED STRUCTURAL -USE PANELS USED FOR WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. 20. MACHINE APPLIED NAILING. IS SUBJECT TO A SATISFACTORY DEMONSTRATION AND THE APPROVAL OF THE CHECKING AGENCY AND THE ARCHITECT. NAIL HEADS SHALL NOT PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER. EDGE DISTANCES SHALL BE MAINTAINED. SHINERS SHALL BE REMOVED AND REPLACED. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE APPLIED NAILING ONLY ON PLYWOOD GREATER THAN 5/16". 21. GLUED LAMINATED MEMBERS:. A. ALL GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH AITC 110, AITC 117 AND ANSI/AITC A190.1. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AITC CERTIFICATE OF CONFORMANCE. B. USE EXTERIOR TYPE ADHESIVES. C. BEAMS SHALL BE INDUSTRIAL APPEARANCE GRADE. D. ALL BEAMS SHALL BE DOUGLAS FIR, COMBINATION 24F -V8, FB=2400 PSI. E. CAMBER ALL GLU-LAM BEAMS 2,000 -FOOT RADIUS UNLESS SHOWN OTHERWISE. F. THE GLUED -LAMINATED WOOD FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR THE ARCHITECTS REVIEW BEFORE FABRICATION. 22. STRUCTURAL COMPOSITE LUMBER AS MANUFACTURED BY TRUS JOIST OF BOISE, IDAHO: A. TIMBERSTRANDS LAMINATED STRAND LUMBER (LSL) B. PARALLAMS PARALLEL STRAND LUMBER (PSL) C. MICROLLAMS LAMINATED VENEER LUMBER (LVL) PLAN REVISION/RETUR Owner's Name: 0i s* I BP#: (J IUr SSS Date: AP#: Received By: Time: 4 �lf/ T Contact Person & Phone Number: 322-6360 PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering 11 04"*'*Plan Revision �, q04 ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: ❑ Requested by Plan's Examiner — Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call 11' Deliver with next inspection. and hold for pick-up. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: 0 Minimum $54.99 Receipt #: %f ;QQ1C__D eK4. /a//_3 n Fee not required for revisions requested by plans examiner prior to issuance of permit. Additional Fee Amount: Receipt #: Revised 2/04 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT'NO. BP060565 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS 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 Issued Date: 07/10/2006 APN: 065-420-028-000 the Business and Professions Code, and my license is in full force and effect. License Clas License Number: g�lb764_ Site Address: 15027 TOREY PINE RD MAG Date: fl� Contractor: �TfSYI(�iYd Map Index: Description: ADD ROOF OVER EX DECK 167 p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: DOMBROWSKI, ARTHUR AND EVELYN to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's Stale License Law (Chapter 9 commencing with Section 15027 TOREY PINES 7000) of Division 3 of the Business and Professions Code) or that he or MAGALIA CA. she is exempt therefrom and the. basis for the alleged exemption. Any 94969 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 530-873-2787 ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does Applicant: MEGNA CONSTRUCTION & REPAIR such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one 6403 IMPERIAL WAY year of completion, the owner -builder will have the burden of MAGALIA, CA proving that he or she did not build or Improve for the purpose of 95945 sale.). 530-877-0300 ❑ I, as owner•, of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business tmegna@earthlink.net and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed ; pursuant to the Contractors' State License Law.). Contractor: MEGNA CONSTRUCTION & REPAIR ❑ 1 am Exempt under Article 3 of the Business and Professions Code 6403 IMPERIAL WAY Date: owner: MAGALIA, CA 95945 WORKERS' COMPENSATION DECLARATION • 1 hereby affirm under penalty of perjury one of the following declarations: 530-877-0300 O I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the tmegna@earthlink.net Labor Code, for the performance of the work for which this permit License #: 846364 is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: Engineer: Carrier: Policy #: rA I certify that in the performance of the work for which this permit is Total Square Ft: 167 S.F. issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: $2,672.00 and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith coly with hose provisions. Dale:70 Applicant:<�_�� 2 /] O��q WARNING: Failure to secure workers' compensation coverage is , unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for theRe Thfperis hereb issued nder th plicable provisions of the Butte County Code and/or to do�w X Indic ed ab e r which fees have been paid. performance of the work for which this permit Is issued (Sec 3097 Civ.) By Name: PERMIT EXPIRES ON: Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge It is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: Signature Date: VJ6 ❑ 'Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor C. C. Cunning rermi 01-io-v4 py 1 }� FIm E Attu Sent to BDIDS I TO: Building Division = Development Services FROM: Environmental Health SUBJECT: Sanitation Clearance P/ i'✓I %'� �O [X/ �J/�: / F / .J O O��`7 / U /� i� �1 P,CJ e s _Dl�`� '- �a � � Q �` Owner Location AP# Plan Approved for: Sewage Disposal: ✓ Water Supply: Public Private Well i Clearance for dwelling. Other CO ® 0 2 _ X /(O A eQA-- /'P/C 15'/'/o/0.0 c/-P-6)oL.g-.c,,� :5 Hold final for: Final clearance O.K. for: NOTE: n Building Clearance 9/2005 /�v rFOBUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES A O BUILDING PERMIT APPLICATION O O AND SUBMITTAL REQUIREMENTS O ' - O 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 p v } '=� ': O OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION c0U N'�y website: www.buttecounty.net/dds i7 b rljlr� S �, "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name irst Name d.6T— Address i y� © 1I1j&_ _ 1ft City Lit State ., zi . o,14_5 Phone d 4 . Fax t E-mail Co F r, COW 60 . ilf CONTRACTOR ,tcp K�o Name 611JA COW 11M�r & Address w 4oa I -KI W A4( City' State F16AIII-A Phone 3� 711 6300 Fax 3b 717 0;00 E-ma4jMk6g8 O • ic. # 4b Class R�C, HITEC' Nam /T/ENGINEER M f jr,, 15 11:`' A7ok, Address go I J'v`S d f r City M4 V, _ State zip #GSL 1 Phone A t0 I� �bd > Fax r �94o &j? License Nuumber E-mail L) _",,,,,,State City E-mail APPLICANT INFORMATION Fax APPLIPANT SIGNATURE For office use only: Zoning — I Flood Zone SRA City ACIAZ No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. P BIN # PROJECT LOCATION AP# zo-on� OOo !�/ Property Address Su 21 Ptn� City ACIAZ Cross Street P1 90 NdN WORKER'S COMPENSATION Policy Number Carrier if hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: APP ftr-60 - off OKV16 W �- Sq FT- Living _— Garage Open CoV077 ' ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: (Oo'11. DIA LIU- Receipt M. Sheriff < < SMIP Date: 31 �.J �\ Other Total REV 8-12-05 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: YC r ASSESSOR PARCEL NUMBER Ob Proposed Building Use: We r S_� (� Q r k_- Permit Technician: / Date: J G Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in orde o apply. "fi- 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. 'fi, 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. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. Cl 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. 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. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other R ainlnq Items needed to issue the permit. (May require additional plan review upon receipt of the following items.) N 14 Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................................ C►� <9? Fees as shown on the attached Schedule of Fees Due Sheet .............................. a 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of ForestryIan approval ❑ paid. Sent by:..., c� 23. Planning approval for (A) Use:(B) Parking:(C) Parcel Check:....... O(o , ❑ A. Contact Land Development about _ Improvements, _ Drainage ........................- ❑ 25. Fire Marshall Review (commercial projects only). Sent by: ...................... 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner)................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... 1135. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other:�) d When issued Telephone �d�6 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: % Date: i 1. In ex per it -application for the above items numbered: Plan Check Lefler' 2. Additional items required ontracto�, �e�,r,�was advised of the above data by done, ❑ mail, ❑ counter, by Date: on ra r, desi r,�n€r; was advised of the above data bye phone, C3 mail, ❑counter, by G . Date: `' Contractor, esigner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date. Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan ChecklData Sheets/data sheet page 2 9.27.05 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - '7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.6uttecounty.net/dds PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner DOMBROWSKI, ART APN No: 65-420-028 Application Date 3/13/2006 Permit No: BP 060565 Permit Type: COVER OVER EX DECK 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $150.00 Plan Check portion of Permit Fee $60.00 $90.00 Balance of Building Permit Fee 2 FEMA RYes Flood Elevation Review $109.98 0 3 SRA* Yes Fire Plan Check - Non -Refundable $95.00 0 (State Responsibility Area) Building Inspection $109.98 0 1 - $204.98 NON-REFUNDABLE portion of fees due at application $60.00 RECEIPT �DATE Tech/Asst FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $Wo JT� At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant: Date: Pursuant to Government code Section 66020, you are hereby notified those Items followed by an " " may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above referenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 121205 o&\\, Department of Public Works `o1j, County of Butte O �� J. Michael Crump, LAND DEVELOPMENT DIVISION p %/ Storm Water Management Program Director 7 County Center Drive Oroville CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: (Ia i% (ht� b,_� Project Location and/or Parcel Number: 6 615 _q zo OZ -00 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: 3 Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department of Development Services o�UTrF0 7 County Center Drive O , �" O Oroville, CA 95965 0 0 (530) 538-7601 Telephone a'' ' O (530) 538-7785 Facsimile c�UNty BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to all mitigations and conditions imposed on the parcel at time of creation,,as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: ffifi 1\161 W A0,00- APN: D65, 4 w -07 - 4vv Building site address: [ SD7_1 `M9V`i P Ih�(,; (R P kwIlhUlt- Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT DATE Copy to Applicant/EH/File K:Forms/BldgPcrmitwithoutClcaranccs 020705 5=028 '06-0565 :,_001' DOMBROWSKI, ART ` 15027 TOREY PINE RD, MAGALIA. ! E CONT: MEGNA CONST IN O T E S ADD-COVER TO DECK �" • ... _ COU N�{• I RESIDENTIAL APN: Permit No. ti Owner. l Site Address: Contractor. r Type of Permit: - i i 1 t I! oFf- 1�71,�,41.1 SPECIAL CONDITIONS CHECKED BY I ❑ SRA ❑ FLOOD CERTIFICATE EQUIRED ( ❑ FIRE SPRINKLERS REQUIRED ❑ SPECIAL INSPECTION ITEMS t ❑ VERIFY i Q USE PERMIT CONDITIONS ❑ SUBSTANDARD HOUSING LETTER ❑ ENCROACHMENT PERMIT ❑ REINSPECTION FEE PAID ❑ ENV HLTH CLEARANCE i ' DATE J08 FINALED: 6A&r •SIGNATURE: = OK MANUFACTURE DHOMES MISCE ANEOUS DATE LiPERMANENT FOUNDATION L.j SOFT -SET DATE IDEC S` V A R P O R T S `GARAGE S o - etbacks-Easements 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch gs; Soils-Sz-DpthSpacing-CnnctrsSteel 3 Sewer; Loct i -Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap . Nat ❑ or LP❑ 3 Decks, GirderslJoists-Ocking-Brcing S irs-Guard/Handrails UQ �od Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng Inch Sz Ft Lngth 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 7 Blckng; Sz-Spacing-Marriage Line 6 Carports; Wndws-Doors 8 Gas; MH Test-Demand-Valve-Cnnctr 7 Electric 9 Elec MH Cntnty Test-Crossovers-Breakers-Clrncs 8 Frmg; Sills -Anchrs-Studs -Rftrs-Trusses 10 Drain; MH Test -Fall -Flex Cnnctr 9 Siding; Nailing -Veneer -Stucco -Lath 11 Wtr & Sewer Connected -GO to Grade 10 Roof; Shthg-Roofing 12 Gas and Electricity Tagged 11 Ext; Steps -Doors -Landings 13 Tie Downs ❑ Foundation ❑ 12 Braced all pnls 14 Exits 15 Cert of Occupancyi 16 HUD Label/Insignia Numbers Serial Numbers ` °�• DATE POOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFl 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Egp-Htr 8 Elec Grndng; Eqp w15' Crcltng Eqp-Pool Ightg 136xes-Enclsrs-pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide Pool Drawing y,` = OK = Not OK RESIDENTIAL (SIng[& & Dup_[exj DATE JUNDERFLOOR I DATE PLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 2 Ftg Main; Soils-Elec Grnd Ftg Opth 3 Ftg, Garage; Soils-Steel-Elec Grnd Ftg Dpth. 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 5 Stemwalls Main; Steel-Blockouts-Wrapped 6 Stemwalls Garage; Steel-Btockouts-Wrapped 69 Hold Downs and Special Anchrs 7 Slab, Steel Wrapped 8 Piers-Frplc FtgSteel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test it Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 15 Acc & Vntltn 16 Insulation DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop4ns Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Acc 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insultn-W alts -Ceilings 39 Infiltration -Walls -W ndws o'er m o'er m DATE JELECTRICAL 40 Fxtr & Tmsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz ga ❑ CU or ❑AL AC Wire Sz ga ❑ CU or ❑ AL 48 Range Circ ga ❑ CU or ❑ AL Oven Circ ga ::ICU or ❑ AL Insulated Neutral DYes ❑No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 54 Wtr Pipe; Test & Anchr-Nail Prtctn. 55 DWV; Test Fittings & Anchr Nail Prtctn 56 Shwr Pan; Test, First flr-Tub Acc 57 Test Tub & Shwr, 2nd flr - Tub-Acc 58 Gas Pipe; Sz & Anchrs 59 Fire Sprinkler; Test 60 Yard Gas Piping DATE MECHANICAL 61 AC Ducts Insultn & Support 62 Vent Fan, Exhaust abv Insultn 63 Condensate Drain & Ovrflw, Sz & Grade 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Acc & Pltfrm if Furnace in attic DATE FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Cirnc-Comb, Air-Cnnctr In Garage; abv-fir-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub Acc-Spa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Sts & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door, Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loon 82 Elec Rcptcls in Garage (GFI) RDmex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctn-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters Q Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-CImc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-CIO to grade -HD Apprvl 97 Energy Cmpinc Cert -Mer Certs 98 Address Posted 99. Fire Sprinkler 0` O'er O APA=VF%7 Certificate of Conformance Certificate 0 5 4 0 7 4 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured In accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design.Stresses AITC 117.93 — Manufacturing — Standard Specifications For Structural Clued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 00,0084 (P ter ♦��t 4411411110% N by _4t;J )� Thomas G. Williamson Executive Vice President SM31NEERE0 MOD SYSTEMS Is a retelad corporation of APA — THE ENGINEEAEO WOOD ASSOCIAVON 7011 South 191h Street • P.O. Box I MO • Tacoma, WA 98,411-0700 Telophon: (253) 665.6600 • Fax Number: (253) 86S•7265 fL;l 39h.-_4 ONI S100M lJN3.I.S_qM T09806SOCST LZ *t>T ZO0k7_./ �!L0 BUTTE COUNTY PERMIT'NO. DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT BP060565 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE, OR IF WORK IS DONE IN VIOLATION OF ANY COUNTY OR STATE LAWS. LICENSED CONTRACTORS 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 Issued Date: 07/10/2006 APN: 065-420-028-000 the Business and Professions Code, and my license Is In full force and effect. / License Clas License Number: (J Site Address: 15027 TOREY PINE RD MAG Date: Dr; Contractor: i�roq6,-rw Map Index: Description: ADD ROOF OVER EX DECK 167 p OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any Gly or county which requires a Owner: DOMBROWSKI, ARTHUR AND EVELYN permit to construct, alter, improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9 commencing with Section 15027 TOREY PINES 7000) of Division 3 of the Business and Professions Code) or that he or MAGALIA CA. she is exempt therefrom and the. basis for the alleged exemption. Any 94969 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars (8500).): 530-873-2787 ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does Applicant: MEGNA CONSTRUCTION & REPAIR such work himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for sale. If however, the building or Improvements are sold within one 6403 IMPERIAL WAY year of completion, the owner -builder wily have the burden of MAGALIA, CA proving that he or she did not build or Improve for the purpose of 95945 sale.). 530-877-0300 ❑ 1, as owner. of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business tmegna@earthlink.net and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) Ilcensed ; pursuant to the contractors' State License Law.). Contractor: MEGNA CONSTRUCTION & REPAIR ❑ I am Exempt under Article 3 of the Business and Professions Code 6403 IMPERIAL WAY Date: owner. MAGALIA, CA 95945 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 530-877-0300 ❑ 1 have and will maintain a certificate of consent to self -insure for 3700 the tmegna@earthlink.net workers' compensation, as provided for by Section of Labor Code, for the performance of the work for which this permit License #: 846364 is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is Issued. My workers' compensation Architect: Insurance carrier and policy number are: Engineer: Carrier: Policy #: I certify that in the performance of the work for which this permit Is Total Square Ft: 167 S.F. v Issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Valuation: $2,672.00 / compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith co ly with hose provisions. Date: Applicant: v(� WARNING: Failure to secure workers' compensation coverage Is l unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (8100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there Is a construction lending agency for the This pa. ` -is hereb issued nder th pllcable provisions.of the.Butl w- .nly.Code andlpr,_ r` Reso Ions to do?w rk Indic ed ab e' r which fees have been paid.'' performance of the work for which this permit Is Issued (Sec 3097 Clv.) , -=' Date: C/J By. Name: PERMIT EXPIRES ON: Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534�of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health & Safely Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with It Is unlawful to alter the substance of any official form or document of Butte County. I hereby all county and stale laws retailing to building construction. I acknowledge authorize representatives of Butte County to enter upon the above mentioned property for Inspection purposes. Print Name: Signature* Date: b ❑ 'Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit v i- 16-04 Ny 1 NOTES RESIDENTIAL 065-420-02S 03-2520 PERMIT NO. DAVID, EARL `rGY- )56 I0 T R* PINE, DET GARAGE y Jr 1 S • .% • • Yom+ r� r SPECIAL CONDITIONS =—' CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 9Avtr .. JOB FINALED (Date) 2 �� Signature J=OK 0 = Not OK i = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ P' L 'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANE Date DECKS(COVERS. CARPORTS. GARAGES1Flans) OK except #'s 3. Decks, Girders and/or Joists -D king -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rft -Connectors Shthg-Frg-Bracing 1cl ou_ p� /W, 5. 6. Ca orts; Windows -Doors lectric rmg.; Sills-Anchors-Studs-Rftrs-Trusses [$iS�i a'' '--Veneer-Stucco-Mesh f; Roofing xt.; -Doors-Landings 12. Braced Wall Panels Date y/p;/.o4Card B-1 .(� Date L / 07 Card B-1 fl -- Date , Card B-1 Date r Card B-1 " Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line t 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected I 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANE Date DECKS(COVERS. CARPORTS. GARAGES1Flans) OK except #'s 3. Decks, Girders and/or Joists -D king -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rft -Connectors Shthg-Frg-Bracing 1cl ou_ p� /W, 5. 6. Ca orts; Windows -Doors lectric rmg.; Sills-Anchors-Studs-Rftrs-Trusses [$iS�i a'' '--Veneer-Stucco-Mesh f; Roofing xt.; -Doors-Landings 12. Braced Wall Panels Date y/p;/.o4Card B-1 .(� Date L / 07 Card B-1 fl -- Date , Card B-1 Date r Card B-1 " Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK o = Not - =NotAApplicable p . = Not Ready � c RESIDENTIAL (. Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks' Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ ' P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel' 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe;,Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 - Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins: Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or At 31. Range Circle/ ' /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector - Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs - i!1 46. Headers & Beams -Size & Bearing 1 +' f jingle & Duplex) f ` Date FRAMING (Continued) i 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Rcff Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions t 52. -Garage Fire Protection Framinc-RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor 0 Yes 83. Following Instld./Drive Cl Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 lT o. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069---490-028 ZONING RT -1 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 916 11 14,688.00 OWNER'S !AILING ADDRESS C NTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $14488. .00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 152.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 105.30 BUILDINGADDRESS 15027 TOREY PINE MAGALIA CA Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 14.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DET GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home IS I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 OOOV OR LESS Main Service 20.AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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: ❑ 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. j;,'1, 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. ❑ 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 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.) 6-17 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 provisio of section 3700 of the Labor Code, I shall forthwith Com Iy with those pr Isi ns. C)/ 7 X Date �- J Signature of Applicant - 42 -Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories i height. Main Service 200A TO tOooA 46.00 NEW CONST. DW ,NG OCCUP. OR ADDNS. 8 ACC. S. s0 3.50FT. 28.50 pp"�,p�,pT' MULTI.OUTLET @7.50 POWER APPARATUS a SINGLE ovrtFr cIR. .00 Ex. Occup. OUTLET OR FIXTURES BAL @ I.so Ex. Occup. ouTLEEorsR6 O.oEA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $48,55 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 399.86 Himp FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By ADT%wi�K:a IT EXPIRES ON applicable provisions Resolutions to do work been paid. C J ate Receipt No. `iib` % 2 v fff+h WHITE-D.D.S.- .D. CANA Y -ASSESSOR PINK -INSPECT R GOLDEN OD-APPLICA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7PERMIT U :ev.12/96) APPLICATION AND PERMIT - �r� 54 ASSESSORPARCEL NJN�EA ^ ZO Ar2 BUILDING PERMIT i a(L f E' ,�SQ. FT. OCC. BUILDING UATION SS n • VMW .� 7 IIDNE TOR ADDRESS CONSTRUcTioN LENDER Fireplace ERS MUUNG ADDRESS ' r Total valuation S ffECT OR ENGINEEA UCENSE NO. Firm Fee S 2D.00 Permit Fee S !AA OR EN AD S Plan Checkin Fee UUMG ADDRESS47adlaf r Energy Plan Checking Fee S ' S . PERMIT FEE _ LOT NO. SDIVISCWTUWE PAACEt MAP _...__.. _.._._. ...._.. _.. PLUMBING PERMIT Feng Fee 20.00 ....._.... .- '-'---_..._ .._-_—'--`----- Each Tr -- - 7:00 . C� USEOFSTRUCTURE SF 13 Duplex 0 Nbbilshome 0 Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 /5.Lro Each gas water heater or vent 15.00 ---� TYPE OF WORK New 0 Adffjon 0 Remodel 0 U1166es O Installation 0 Other 0 Describe Work: 0 Gas piping system* t - 5 outlets 15.00 •---- Building sewer 15.00 Mobile Homs I S G IW @20.00 PERMIT FEE _ (pg- IQ ELECTRICAL PERMIT Feng Fee 1 20.00 LESS Main Service 2m, oa LESS 23.00 ' - _ - '�f • SRA S�vtir '� O� an Tee mammonEnergy �� 3 ` �� •1�� I4kvmv V �V�V • t * Main Service 20" TD IOWA 46.0D NEw eo►sT: owBtLNr+occuP. 3 5Le� OR ADDNS ( A AGC. eLDS. NON•A6�. " MuIT}otlTI,.ET @7.5D . FVWE)i APPAAATI7S a sn+ ounET 070. OUTLET OR FDMJR b Zp 9 �.0 Ex. Otxu li4l .so . Ex. Occup.� Ex 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wsc. rin 23.00 Wi PERMIT FEE Fi MECHANICAL PERMIT Firing Fee 20.00 Heating Goodin Hood 6.501 Ventilation PERMIT FET= S Mobile Home Installation Fee S Inspection Fee S coNtsT. TY TO AL FEE S E5 L 0 CDi P FL HD 65uE This permit is he 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 Y_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION •7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO :ev.12/96) APPLICATION AND PERMIT ASS.ESSORPARCM-NUMSER ZON1N° BUILDING PERMIT OWNER TELEPNONE SQ. FT. OCC. BUILDING VALUATION OWMMS MAUNO ADDRESS . GONi ACMRS NAME . SELEPNONE CON{RACTORS MAWNO ADDRESS CONSTRUCnON LENDER Fireplace, LENO 1.5 LWUNG ADDS Total Valuation S ARW1RECr OR ENGINEER UCENSE NO. Filing Fee S 20.00 Permit Fee t+ - ARCNRE= OR ENMmMRS MALINO ADDRESS ' Plan Checkin Fee $ euLDwOADDRESS ' Energy Plan _Checking Fee S ' S PERMIT FEE S Lor No. suaDnNSIONs►uME PAROEL MAP PLUMBING PERMIT Feng Feel 20.00 Eech Trap -- ---'7.00 ---- USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other CPMFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addilicn ❑ Remodel ❑ U Mes ❑ Installation I] Describe Work: Other ❑ Gas piping aystern' 1 - 5 outlets 15.00 Buiidin sewer 15.00 Moble HomeS151W @20.00 PERMIT FEE S ELECTRICAL PERMIT Firing Fee 20.00 Main Service eoovoA on LESS 23.00 m1} � OC� e • (�il�11f101 Mononao" �� Main Service 200% To ID00A 46.00 NEW CONST: DWELUNG OCCUP.3.SCgo OR ADDNS A AOC. 0=. nMW AN QQF95 ' MULTI -OUTLET @7.50ESIM - i SwOLE OVrIET 20 60 Ex. Oc cu . ounzr OR nCnnLM &AL a I." . Ex. Occup. Lam,=102", 5.00 Temporary Service 23•DO Home Facilities 20.00Manua WMlisc.sc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Hoorn, Hood , I 6.SD Ventilation ` PERMIT FEt S Mobile Home Installation Fee S Energy Inspection Fee S `DNrT• TYPE TOTAL FEE $ Nom• D. FEES IMP I FLOOD CDP PARCa. PD I �' 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 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER::pxASSESSOR PARCEL NUMBER N Proposed Building Use: s Counter Technician:qe4-�- Date: Items required i order to.apply fora erm'it. All box MUST be checked OR marked NA in order to apply. e 1. Site plans3 r sets, signed by the preparer of the plans. ET'2-. Complete pland 3r 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. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Site plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... /111. 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 Sent by ❑ 15. Other ning items needed to issue the permit. (May require additional plan review upo pt of the following ias shown on the attached Schedule of Fees Due Sheet ............................... 6 F7. 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. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 21. Planning approval for (A) Use: OK (B)Parking: (C) Parcel Check: ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... /�d 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) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (E] 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......................................................... ❑ 3. Grant Dom, M. .Title/Statement of Facts, ❑Letter from Legal Owner, ❑ Check to H.C.D. $ the y. When Issued elephone - and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 20rxn-// //G�%"�✓ �_ bate: / -2- 'V 1. Index permit application for the above items numbered: I Plan Check Letter 2. Additional items required__ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, ow r w s advised of the ve ❑ phone, ❑ mail, ❑ c unter, by _Date - Plans Plans reviewed by: Date:` Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division l z COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 -COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. # S_ fror PROPR SED BUILDING USE N DATE RECE T # DATE R. EQ_ UILDING PERMIT FEES (� r --- alance Due ..................... $ / �j �P�f i l 7 -- ditional Fees Due........... $ I `y'% 13 CT --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ �q. rig. tem[. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone .# Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE % -' -7— '� Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) NOTES RESIDENTIAL I60 5 420-028 PERMIT N0. ;DAVID, EARL `03-3533 115027 TOREY PINES, MAGALIA i CONT: OWNER NEW �� DECK OP D3 -oL3X- II SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER i f� i JOB FINALED (Date)— Signature Date) Signature CHECKED BY ✓ = OK 0 = Not OK = Not Applicable ' = Not Ready +� MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/O -Concrete 8. 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 11. 7. Well Clearance & Disconnect 12. 8. Utility Clearance Date and B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DE KS, COVERS,,CARPORTS GARAGES (Plans) OK except #'s Z ing quirements-Setbacks-Easements .F ings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors CXesjse-d rc� goe J Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 CXesjse-d rc� goe J V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel -Blackouts -Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. ELECTRICAL (Permit) OK except #'s 72. 23. Fixture & Transformer Clearance -Ins. Protection 73. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 74. 25. Size Boxes & No. of Conductors Stapled 75. 26. Romex Installed Close to Edge of Studs & C.J. 76. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 77. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 78. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 79. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes Cl No 80. 31. Service -Riser Conductors & Ground Main Disconnect 81. 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 82. 34. Smoke Detector 83. Stucco Brown -Finish Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Water Well, Disconnect, Elec,.rical, Plumbing 35. A.C. Ducts Insulation & Support Exterior Elec. Trim, G.F.I. Receptacle -Underground 36. Vent Fan, Exhaust above insulation Ventilation Throughout House 37. Condensate Drain & Overflow, Size & Grade Glass Protection 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Corrections from Previous Inspections 39. Attic Access & Platform if Furnace in Attic Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 40. Sits Proper Materials & Anchors Card B-1 Date Card B-1 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing "ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps-Anchors-Ccnnectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 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 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Parels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 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. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive 0 Yes El No/Walks 0 Yes Q No/Planters O Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Elec,.rical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7,5, (Rev. 12/9611 APPLICATION AND PERMIT G ASSESSOR PARCEL NUMBER o(J _ qao- ZONING BUILDING PERMIT OWNER OAJ A TELEPHONE' SO, FT, OCC. BUILDING VALUATION • OW ER5NG ADDRESS 1 •1 LD ro CONTRACTOR'S NAME PTEHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS SU I Energy Plan Checking Fee $ n, PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome llil� 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 ❑er j�1' Buildingsewer Describe Work: i Gas piping stem 1 - 5 outlets 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 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. License Class Llc. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors license Laj?or 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. DWELLING OCCUR OR ADONS. ( a ACC. BIDS. SO 3.5¢FT: NOµRESID. ANCHOU CUITS T @7,50 POWER APPARATUS 8 SINGLE 011rLEf CIR. Ex. Occup. OUTLET OR FIXTURES BAL @':50 ED Ex. Occup. ouT RM .oma 5.00 Temporary 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 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.) IV not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation Drqvisions of section 3700 of the Labor Code, I shall forthwith comp) ith th a rovisions. X Date Qf Signature of Applicant - ❑ Owner ❑ Contractor ❑ AgAt An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE A FEE $� HAZ. D. FEES IMP 0 CDF pggC PD D UE This permit is hereby issued under of the Butte County Code and/or indicat d Pbove for which fee hav ^ y PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date at Receipt No. WHITE-D.D.S.-B. D. CANARY- SESSO INK -INSPECTOR GOLDENROD -APPLICANT r . USE 0 Y -• !. Riot Rea An 417.1 03 - 3 533 Floor Rea Attached Sent to 8.0.Ic G TO: Building Department FROM: Environmental Health SUBJECT: S itation Clearance Owner Loc tion AP# Plan Approved for: Sewage Disposal . W r S PPI Public Private Wel Clearance for dwellin . Other _ Hold final for: Final clearance O.K. for: NOTE: 8/96 � "?.r1► ,�' Y . ��,r ..r+� -�-`= rti . •i �-�+ � `s"'"""r' , ,� !, "+p COUNTY OF BUTTE-DEPARTM9NT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA, 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Do V R�2� I I ASSESSOR PARCEL NUMBER- Proposed UMBER Proposed Building Use: Counter Technician: ( Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ICA Plot plans, 3 or 4 sets, signedty the preparer of the plans. 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 instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie dbwn or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views 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. Date Received By Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ Plot plan and business license approval from the City of Biggs .................................... Letter of intent for non-residential buildin s g......................................................... Detached Accessory Building Form filled out by the owner ..................................... Hazardous Material Form............................................................................... _ Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ...................................... ❑15. Statement of Intent for Non -heated and A/C Buildings ................................... 6. Sanitation and plot plan approval from the Environmental Health Department in `.. 4- r1 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent- by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 2 Worker's Compensation Carrier and Policy Number ................................. .. 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner).... } 3... '� I Ve a ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone — and hold for pickup. I have been informed of the above items an requirements for obtaining a building permit. Applicant: D Date: r' e r° 1. Index permit application for the above items numbered: �� Plan Check Letter. 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, ownek was advised of the above data b ❑phone, ❑ mail, El count er, by Date: Plans reviewed by: Date: ® Plans approved by: Date: PO Structural reviewed by: Date: Structural approved by ` Date: Note transfer by: Date: Yellow: Buildine Division ' Feb 01 02 08:13a P,1'. T COUNTY OF BUTTE - DEPARTMENT OF VELD E SERVICES - BUILDING DIVISION " 7'County Center Drive • Oroville, California 9596 • Telephone (530) 538-7541�� I v.12/96) APPLICATION AND PERMIT G j✓✓ ASSESSOR PARCEL NUMBER //\/ �! / t,^— _ ZONING BUILDING PERMIT OWNER VI� / i-1 SO. FT. OCC. BUILDING VALUATION OWNEAMILJt�G,X - -- CONTRACTORS MAILING ADDRESS ELECTRICAL PERMIT Filing Fee 20.00 Main Service �w oa mss CONSTRUCTION LENDER LFlre 200A TO I000A —'— LENDER'S MAILING AGGRESS lace 3.50FT. fT, NOW. Total Valuation $ - ARCHRECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS -BUILDING Plan Checkin Fee $ ADDRESS I ^ O v ' � Energy Plan Checking Fee $ _ — --' b PERMIT FEE $ _ LOT NO. SUBONISIONSNAME PARCEL IMP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Tr 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 ❑ Inst Nation ❑ Other ❑ Describe Work: Gas piping s stem t - 5 outlets 15.00 Building sewer 15.00 Mobile Home SI GI W @20.00 *PEPAIT FEE PAM SRA SHERIFF OTHER AAbVNP RECEMb *. WAAMIM * TO jE FVT INTO COA YVM PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service �w oa mss 23.00 Main Service 200A TO I000A 46.00 WADCNS Y. ORE OW ACCO U". 6 ACC. BIDS. 3.50FT. fT, NOW. MU .0 @7.501 @7•SO; . Ex. Occup. OUTLET OR FIXTURES zo 111.09 1.09 BAIL ,50 EX. Occup. MD APPLNs. OR ovnt�n eslo. L 5.00 Temporary Service 3.00 Mobile Home Facilities 0.00 E023.00 Misc. Wiring PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 PERMIT FEE I S Mobile Home Installation Fee $ Energy Inspection Fee S occ CONST. TYPE TOT FEE $ ?j - NAZ•0. FEES IMP VO I CDf I PAR12(1%1-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 _ ReceiptNo. PERMIT EXPIRES ON - WHITE-D.O.S.-D.U. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT era•• - i S9 S56T � y 4-1 Q c w o Q -10. a14fl •=p GJ LL ' ii141Iv1'X'dW All v= . �o UP 1. x Co N G -� e . IJ- "VT ' G 1 Gni., 1 N cc aj ..� 0 L LLQ D 5 N LL ❑ s� C' 'X14+1 • ' , .. , r LLI J � C 3 'Qi' � �� •Ct Lt � C ts: x O C p� ❑ t0 LLI r .9°• U, LLJ c C Q LU C. CL. f Butte County Department of Development Services ADMINISTRATION ` BUILDING * GIS' PLANNING 7 County Center Drive BUTTE Oroville, CA 95965 COUNTY (530) 538.7541 Telephone (530) 538.2140 Facsimile DY, las June 21, 2004 Earl L. and Janie C. David Quail Trails Space #110, Pentz RD Paradise CA 95969 RE: Request for check, for 433A (Mobile Home on a Permanent Foundation System). AN 065-420-028 The County of Butte, Department of Development Services Building Division is requesting a new undated check made out to HCD (Housing and Community Development). The original check you gave us was dated 3-31-04 and made out to `Butte County Dept of Development Services'; it has been returned to us by the State of California. Please mail or drop off replacement check at Butte County Dept of Development Services- Building Division at 7 County Center Drive,. Oroville CA 95965, at that time we can return your check #8171 to you. Wj-, need the above items before we can send the 433A and supporting documentation to the State of California, to have the mobile removed from state license rolls and the Butte County Assessor considering the mobile as real property. If you have any questions concerning this matter, please call Gwyn or Myles at (530) 538- 7541. Thank you. Sincerely, G Ben t Office Assistant II • t STATE OF°CALIFORNIA - BUSINESS, TRANSPORTATION AND HOUSING AGENCY ARNOLD SCHWARZENEGGER, Governor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT �511VG qti Division of Codes and Standards �UTTE AZO „ O Registration and Titling Program®r P. O. Box 2111 a . 'X Sacramento, CA 95812-211110.1 1 1-800-952-8356, (916) 323-9224 MAY 2 6 2004 ''G�v0 From TDD Phones: 1-800-735-2929 �. DEVELOpINNNT' g S-" r F". S�tviCES 8 O (o May 25, 2004 Decal or ID Number _ DTN Number: 3472229 Amount Paid: $0.00 Escrow Number: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE I1VII HDIATE REPLY OROVILLE, CA 95965 REQUESTED The Department has received your request for the unit listed above. It is returned enclosed to you.. The enclosed check number 8171 is made out to Butte County Department of Development. Please reissue check to HCD-R&T for the same fees ainount and place DTN number. Please return the above request as soon as possible, keep this letter on top, with the requested check, and return to the above address—,,.� --'-k , If you have any questions please call above number or my direct number 916/ 327-2480. Registration and Titling Program Initials: HCD-RTFFLI (Rev. 08/01) 3472229 i , r � •,..� •. � y _. i .f i , •,..� •. RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 21 -Apr -2004 2004-0023069 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. EARL L. DAVID AND JANIE C. DAVID 7 COUNTY CENTER DRIVE REAL PROPERTY OWNER/LESSOR MAILING ADDRESS QUAIL TRAILS SP 110 PENTZ RD. OROVILLE BUTTE CA MAILING ADDRESS CITY COUNTY STATE PARADISE BUTTE CA 95969 CITY COUNTY STATE ZIP 15027 TOREY PINE 1-4-04 INSTALLATION MAILING ADDRESS, IF DIFFERENT DATE MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-2819 530 538-7541 BUILUfNG PERMIT NO. TELEPHONE NUMBER "1 1-4-04 TURF OF LOCAL A FI AL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO FLEETWOOD 2000 SUNCREST / 4663G MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUNIBER CAFLYI7 A/B 23582 66'8"X26'8" RAD1271532/3 SERIAL. NUMBER(S) LENGTH X WIDTH INSIGNWLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER AP # 065-420-028 SEE ATTACHED I4rn Ff1Rm AIVA) RF.V. RXI ' • - Order No. 00209711-003 EXHIBIT A ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 48, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 3"q WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 17,1970, IN BOOK 35 OF MAPS, AT PAGE(S) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF SAID LAND WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL OPERATIONS THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THAT CERTAIN DEED FROM THE MAGALIA MINING COMPANY, A CORPORATION, TO E.D. STORTS, ET UX, RECORDED SEPTEMBER 4, 1947 IN BOOK 423 OF BUTTE COUNTY OFFICE RECORD, PAGE 385. AP NO. 065-420-028 i— r` �, 1 f. �c +�F'::' .r .r jLh F .r r c vra( �f,• '� ^F 1-. s { i W }�u LL�a MW, 7g• �. � � �� y�N'� i YS,'.;u _ � �, . � �'�`' �Y• 1ls-"t } �'�;rli`"' ��fy�� 'S. "».i Ctii: ' .',rr,'+o.�'cai ' 4 �W.:� ' t •3 i� r t "'t ., A 1 �' ,� .. • s - - "�S �, a.+._ r., L i+ r :'� -. i : ' �'. - FOUNDATIONSYSTEM 7,5 CERTIFICATEf OF OCCUPAN} Y a + 3 • 3 x w? „" :nom• 4..s -� ,��'° .9 - . t., s �� ❑ �T' j . i.;%i BUILDING PERMIT NUMBER: 03-2819 Address or location of unit: 15027 TOREY PINE, MAGALIA CA 95954 Legal Description of Real Property: AP # 065-420-028 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: EARL L. DAVID AND JANIE C. DAVID Owner's address: QUAIL TRAILS SP 110 PENTZ RD., PARADISE CA 95969 INSIGNIA OR HUD NUMBER: RAD1271532/3 SERIAL NUMBER OR V.I.N.: CAFLYI7 A/B 23582 MANUFACTURER'S NAME: FLEETWOOD YEAR: 2000 OFFICIAL APPROVING INSTALLATION: G C.',// DATE: 1-4-04 PHONE: (530) 538-7541 H.C.D. 513C TOF ) / \ STATE OF CALIFORNIA EN f�r/� r ��. ya `../� � NUMBER: �' •- •• Gs� BUSINESS, TRANSPORTATION AND HOUSING AGENCY 8708061 . a DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS a s e MANUFACTURED HOUSING PROGRAM c��[dVl)Y DEd�`o�J IIIIANUFACTI,ftER CERTIFICATE OF ORIGIN 8860995 DISTRIBUTION: ORIGINAL (PINK) FORWARD TO yHE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY I (WHITE) FORWARD T(p.'YTHHE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1 - (7/97) 11—:1 CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. M%&6CTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING NUMBER OF 2 ❑ SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: FLEETWOOD HOMES OF CALIFORNIA, INC. 9534 MA A WOODLAND CA 9577E SUGGESTED RETAIL PRICE: (Street) (City) (State) (Zip) MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: SUNCREST 4663G 2001 06/28/2000 NA1faRM jq RItMytRtdq"ffl&f0T§AbyE� T IA DBA: FLEETWOOD HOMES OF OROVILLE CALIF. DEALER NUMBER OR TRANSFEREE DESIGNATION: 1061581 DATE OF TRANSFER: 06/28/2000 DEALER OR TRANSFEREE ADDRESS: 2243 FEATHER RIVER OROVILLE CA 95965 (Street) (City) (State) (Zip) INVENTORY CREDITOR NAME: INVENTORY CREDITOR ADDRESS: (Street) (City) (State) (Zip) SECTION MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER LENGTH WIDTH WEIGHT (1-6) 400 (INCHES) (INCHES) (POUNDS) 1 CAFLY17A23582-SC12 RAD1271532 800 160 28,600 2 CAFLY17B23582-SC12 JMDN7UV1 800 160 31,600 TRANSPORTER NAME: D & R TRANSPORT TRANSPORTER ADDRESS: (Street) (City) State (Zip) DESTINATION FOR UNIT DESCRIBED ABOVE: (NAME) (Street) (Cit) State (Zip) I certify under penalty of perjury under the laws of the State of California that the above facts are true and correct. 06/28/2000 WOODLAND YOLO Executed on at CA (Date) ) (County) (State) SIGNATURE OF AUTHORIZED AGENT: DISTRIBUTION: ORIGINAL (PINK) FORWARD TO yHE INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY I (WHITE) FORWARD T(p.'YTHHE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1 - (7/97) STATE OF o�1�OlTOFyBUSINESS, IRANSPOR ATIONIAND HOUSING AGENCY NUMBER: DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT 8708061 ' DIVISION OF CODES AND STANDARDS MANUFACTURED HOUSING PROGRAM c��yNllY DE�� MANUFACTI4ftER CERTIFICATE OF ORIGIN Qf��f,00s DISTRIBUTION: ORIGINAL (PINI) FORWARD TO/T}4E INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD T E DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1 - (7/97) ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING AAA ❑ SFD (SINGLE FAMILY DWELLING) ,❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING NUMBER OF 2 TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: MANUFACTURER LICENSE NUMBER: FLEETWOOD HOMES OF CALIFORNIA, INC. 9534 MAN UR PO BOX 1308 WOODLAND CA 9577 SUGGESTED RETAIL PRICE: (Street) (City) (State) Zi MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: SUNCREST 4663G 2001 06/28/2000 NAMJEJBWVDR J ff jRE6dRNMTjN CALIF. DEALER DATE OF TRANSFER: OEA1FORNIA TRANSFEREE DESIGNATION: DBA: FLEETWOOD HOMES OF OROVILLE 1061581 06/28/2000 DEALER OR. TRANSFEREE ADDRESS: 2243 FEATHER RIVER OROVILLE CA 95965 (Street) (City) (State) (Zip) INVENTORY CREDITOR NAME: INVENTORY CREDITOR ADDRESS: (Street) (City) State) (zip) SECTION (1-6) MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LAEJE�&VBIR LENGTH (INCHES) WIDTH (INCHES) WEIGHT (POUNDS) 1 CAFLY17A23582-SC12 RADIJkAd 800 160 28,600 2 CAFLY17B23582-SC12 R 271533 800 160 31,600 TRANSPORTER NAME: D & R TRANSPORT TRANSPORTER ADDRESS: (Street) (CRY) (State) (zip) DESTINATION FOR UNIT DESCRIBED ABOVE: (NAME) (Street) (City) State Zi I certify under penalty of pejury under the laws of the State of California that the above fads are We and correct. 00V WOODLAND YOLO 06/28/2at Executed on CA (Dale)` (C' ) (County) (State) SIGNATURE OF AUTHORIZED AGENT: DISTRIBUTION: ORIGINAL (PINI) FORWARD TO/T}4E INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD T E DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. HCD 483.0 - Side 1 - (7/97) RECORDING REQUESTED BY Bidwell Title & Escrow Company AND WHEN RECORDED MAIL TO Name Earl L. David S1PCet 14360 Carnegie Road Address Magalia, CA 95954 VPsraco VP 'Ll d,der no. 00209711-003 �0�1J3--��6366� Recorded Official Records County of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02e0OPM 12 -Sep -2003 REC FEE 10.1 TAX 37. Kathy Page 1 of 2 ABOVE THIS LINE FOR RECORDER'S USE Parcel No. 065-420-028 GRANT DEED THIS FORM FURNISHED BY BIDWELL TITLE & ESCROW COMPANY The Undersigned Grantor(s) Declare(s) Documentary Transfer Tax is $37.40 ❑ City/Town of Q computed on full value of interest or property conveyed, or Q Unincorporated Area of Magalia 0 full value less value of liens or encumbrances remaining at the time of sale O Monument Fee of $10.00 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Ross E. Brown and Cozette Brown, Husband and Wife as Joint Tenants, who acquired title as Ross H. Brown and Cozette Brown hereby GRANT(s) to Earl L. David and Janie C. David, Husband and Wife as Joint Tenants the following real property in the El City of PJ Unincorporated Area of Magalia County of Butte, State of California: Dated: July 31, 2003 Ross 17 Brown SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF Cozette BrovvlF STATE OF CALIFORNIA COUNTY OF BUTTE SS: On` We -y .3/ �� before me, the undersigned, a Notary Public in and for said County and State, personally appeared Ross E. Brown and Cozette Brown*** Personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signat5 MA11 TAY CTATFMCMTQ Tn • =v Ah-- SEAL OR :..: • . JANET CLARK D COMM. # 1258479 a ' NOTARY PUBLIC CALIFORNIA COUNTY OF 8 W Comm. Expires March 27, 2004 Order No. 00209711-003 EXHIBIT A ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 48, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 17,1970, IN BOOK 35 OF MAPS, AT PAGE(S) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF SAID LAND WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL OPERATIONS THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THAT CERTAIN DEED FROM THE MAGALIA MINING COMPANY, A CORPORATION, TO E.D. STORTS, ET UX, RECORDED SEPTEMBER 4,1947 IN BOOK 423 OF BUTTE COUNTY OFFICE RECORD, PAGE 385. AP NO. 065-420-028 I H.C.A. ATTACK CHECK ' t} � �� •�' �,%�f��' � n � x7� `ry`v..jt141-0288�1210r, �. ` � """ ,. :��: r •' • } EARL L DAVID,, x �JANIEsC DA�VLID 7�i1'S027rTOREY PINE:RD' ��Fi a rfa gr K 57�3�� s 8171 • v �»N1AG'ALIA pCA�95954P9657,;' j'�� {;� s�.��a'��`;' DP,T:E � �� b� �''�� •s� . 530 873 3584 MIN z� � 9�yL �a 4♦; N � a �yy.� „� j�;�s, s� +' rns. >+ ' $ ��' -"+v, ?% i:#C+xa y e"Y.se+i-f� yy�"'6r,,'.?,f,{'".3N., •' E yf r_ y. 45C' ��' �c'S � ��``C'(�'�� AA i.:a� '�_, � � a i�E� I T`�'.%� rr• � �� "'�=� ��}"f.' C FPAvn 0= , '$�. as s,l Z 2 rIORDE1RaDF s �, •�+ s p s t a=13�� ,. sy�r� I}, r,. •s a. ,p-•.. .gaFx .. fqq ,fr+ I �.X+�• Y , '},°rt x l fu�V. s` n—, Co�telne eeadry"•" f '� t ,S' , .- ,... • - . .. - .. t �HH�`�.;��"��+�vs?a�,+s �ae'>�''s'�.�r ++.�DOLI.AR�,G�1�+��a�aa��,r� .S?�aaA�5 :7o�fwO' .. 4RRIED391YEARSY�.a 4 rbc` WELLS,FARGO,,BAN'K i rfi-�' r �� NfP. ffia°i ,.a, +o-•il. - - w4 •8839 SKYWAY 9L3:�;'y'.F• lllii S�h`1' I ri 1�'r ^ , ` 1 t a 1 PARADISE�°CA 95969:r$k)i IN t� t• '+�t�t!� . �`},` •".E ..a y. Sys? ''k' J t ,y:,„i - .- �, Y r 1.�Y•" ''" rqE!� . . �t. ,.t��1t'u :� a �j,� - 7?a�-i s� F r ., IRMA et1 ?�+ ys i4 a � ,+1 i Y '' - - 4 e�y �asi: r "":�h 43,y�t �� '�sc°''K.r•�.iy�.�,. 4•i r �'�Lsa/ e ��c;. M&3lpN,��'{-`i?�pe t}� h�� +e-� •'-�41'-fi �--� {�'l.K�'} �,. {°:' ��Y ..fir*' ' ' • �i+i$•1y TY .J4' 3i+��f.Tro Al4!`Y�: �'SF 'R. JI :f D: �ItyY 1-�� `� ��•fl + T /'Y�+ -!'`� • - i� ��`�;L�i2'�L 0;��2'8�'8'�2:I'.tQ�3' 7�L�4'9Q�3 3,A,i'2�. �; a a� � . i 7L � �� , ��`- � , ?4' mexk 1 �� awiT�a�dc rn'1lN r xl v - K GAILERV, 1998 RUSTYLE p P10 1-900.354 75<0 www•CtIBCK9911ery.wm •�� a� - PRINTED ON RECYCLED PPPER USING VEGETABLE-BASED INKS - - A / "NAIviE: L VL y f AM ~ DATE: �" STATE OF CALIFORNIA - BUSINESS, TRANSPORTATION AND HOUSING AGENCY ARNOLD SCHWARZENEGGER, Governor 6EPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT �0v51hG 446 Division of Codes and Standards r BUTTE as n ' r Registration and Titling Program �Rr COITTd l Y 3 ®� -� 1" w P. O. Box 2111 p, Sacramento, CA 95812-2111 MAY 2 � ��i�4 �0 1-800-952-8356,(916)323-9224 _ EVA From TDD Phones: 1-800-735-2929 SERVICES � � May 25, 2004 Decal or ID Number DTN Number: 3472229 Amount Paid: $0.00 Escrow Number: 7 BUTTE COUNTY BUILDING DIVISION INEWEDIATE REPLY 7 COUNTY CENTER DRIVE REQUESTED OROVILLE, CA 95965 The Department has received your request for the unit listed above. It is returned enclosed to you. The enclosed check number 8171 is made out to Butte County Department of Development. Please reissue check to HCD-R&T for the same fees amount and place DTN number. Please return the above request as soon as possible, keep this letter on top, with the requested check, and return to the above address.,%e,�� e -4444`1'� If you have any questions please call above number or my direct number 916/ 327-2480. Registration and Titling Program Initials HCD-RT FFLI (Rev. 08/01) 3472229 111111011111 RECORDING REQUESTED BY: May 21 2004 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 21 -Apr -2004 2004-0023069 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner, of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. EARL L. DAVID AND JAMIE C. DAVID 7 COUNTY CENTER DRIVE REAL PROPERTY OWNERILESSOR MAILING ADDRESS QUAIL TRAILS SP 110 PENTZ RD. OROVILLE BUTTE CA MAILING ADDRESS PARADISE BUTTE CA 95969 CITY COUNTY STATE ZIP 15027 TOREY PINE B G PERMIT NO. TELEPHONE INSTALLATION MAILING ADDRESS, IF DIFFERENT NUFR04TURF MAGALIA BUTTE CA 95954 CITY COUNTY STATE Zip SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 03-2819 530 538-7541 B G PERMIT NO. TELEPHONE NUFR04TURF OF LOCAL A F! AL NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO FLEETWOOD 2000 SUNCREST / 4663G MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMLNUMBER CAFLYI7 AIB 23582 6618"x2618" RAD1271532/3 LENGTH X WIDTH INSIGNIAtLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED D-114NJ) 6 ASSESSOR'S PARCEL NUMBER AP # 065-420-028 = Order No. 00209711-003 MAY 21 2004 EXHIBIT A ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS:' LOT 48, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NNE 17,1970, IN BOOK 35 OF MAPS, AT PAGE(S) 78; 79, 80, 81 AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF SAID LAND WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL OPERATIONS THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THAT CERTAIN DEED FROM THE MAGALIA MINING COMPANY, A CORPORATION, TO E.D. STORTS, ET UX, RECORDED SEPTEMBER 4, 1947 IN BOOK 423 OF BUTTE COUNTY OFFICE RECORD, PAGE 385. AP NO. 065-420-028 MW z 1 2004 n -' Y P `r,5., R ,i V 4^ kE. ,: ; `a�+t�- `T' 3 i �• 1 :'' 1: r `' � � t 'i+k�4•t"�3�'� .� ,;�;,i,. ".'" �•,�`ti1i'a k1 .a . �zkS+"` c:�aa C,�un a�"{ t ;'.d. '�i' 3" s �r Y T"' �, FOUNDATION SYSTEM, i 4r 1 aa1: ,: t CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: 03-2819 Address or location of unit: 15027 TOREY PINE, NIAGALIA CA 95954 Legal Description of Real Property: AP # 065-420-028 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: EARL L. DAVID AND JANIE C. DAVID Owner's address: QUAIL TRAILS SP 110 PENTZ RD., PARADISE CA 95969 INSIGNIA OR HUD NUMBER: RAD 1271532/3 SERIAL NUMBER OR V.I.N.: CAFLYI7 A/B 23582 MANUFACTURER'S NAME: FLEETWOOD YEAR: 2000 OFFICIAL APPROVING INSTALLATION: ` DATE: 1-4-04 PHONE: (530) 538-7541 H.C.D. 513C T OF y0G c��dl/NITY STATE OF CALIFORNIA MAY 21 BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS MANUFACTURED HOUSING PROGRAM 20i NUMBER: 8708061 MANUFACTIjPER CERTIFICATE OF ORIGIN 8860995 FEI CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING NUMBER OF 2 ❑ SFD (SINGLE FAMILY DWELLING) ❑ MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: FLEETWOOD HOMES OF CALIFORNIA, INC. MANUFACTURER LICENSE NUMBER: 9534 q. 91P A WOODLAND CA 9577 SUGGESTED RETAIL PRICE: (Street) (City) (State) (zip) MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: SUNCREST 4663G 2001 06/28/2000 NAM LC 5j9 RItMSfERf "ffl&f0T*Ab EU&11rURNIA DBA: FLEETWOOD HOMES OF OROVILLE CALIF. DEALER NUMBER OR TRANSFEREE DESIGNATION: 1061581 DATE OF TRANSFER: 06/28/2000 DEALER OR TRANSFEREE ADDRESS: 2243 FEATHER RIVER OROVILLE CA 95965 (Street) (City) (State) (zip) INVENTORY CREDITOR NAME: INVENTORY CREDITOR ADDRESS: (Street) (City) (State) (Zip) SECTION (1�) MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LABEL NUMBER doo LENGTH (INCHES) WIDTH (INCHES) WEIGHT (POUNDS) 1 CAFLY17A23582-SC12 RAD1271532 800 160 28,600 2 CAFLY17B23582-SC12 1wN7W3 800 160 31,600 TRANSPORTER NAME: D & R TRANSPORT TRANSPORTER ADDRESS: (Street) (City) (State) (Zip) DESTINATION FOR UNIT DESCRIBED ABOVE: (NAME) (Street) (Cit) (State) (Zip) I certify under penalty of perjury under the laws of the State of California that the above fads are true and correct. nr, /9R /,5nn 1 Wrli nT.R%Iln vnT.n nr Executed on at (Date) SIGNATURE OF AUTHORIZED AGENT: DISTRIBUTION: ORIGINAL (PINK) FORWARD T� E INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD T � HE DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. • ( STATE OF CALIFORNIA AV 21 Zoo UMBER' oQ�1�ENT ovyoG�yc BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT 8708061 • ,•�f DIVISION OF CODES AND STANDARDS a e ' MANUFACTURED HOUSING PROGRAM "�EVMANUFACTWER CERTIFICATE OF ORIGIN 8860995 06/28/2000 Executed on at (Date) SIGNATURE OF AUTHORIZED AGENT: WOODLAND YOLO CA DISTRIBUTION: ORIGINAL (PINK) FORWARD TO`4E INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD T69E DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. ❑ CHECK IF THIS IS A DUPLICATE MCO -ENTER ORIGINAL MCO NO. MANUFACTURED HOME OR MULTI -UNIT MANUFACTURED HOUSING AAA NUMBER OF 2 ❑ SFD (SINGLE FAMILY DWELLING) MUMH (MULTI -UNIT MANUFACTURED HOUSING TRANSPORTABLE SECTIONS COMMERCIAL COACH: OCCUPANCY GROUP MANUFACTURER NAME: FLEETWOOD HOMES OF CALIFORNIA, INC. MANUFACTURER LICENSE NUMBER: 9534 MAN UR PO BOX 1308 WOODLAND CA 9577 SUGGESTED RETAIL PRICE: (Street) (City) (State) Zi MANUFACTURER TRADE NAME: MODEL NAME AND/OR NUMBER: DATE OF MANUFACTURE: SUNCREST 4663G 2001 06/28/2000 99 NAM EJTWObflRi�STAlLRF ,(��p(tORATIdN N CAL1TFbRNIA DBA: FLEETWOOD HOMES OF OROVILLE TRANSFEREE REE DES GNATION: EALER NUMBER OR 1061581 DATE OF TRANSFER: 06/28/2000 DEALER OR. TRANSFEREE ADDRESS:. 2243 FEATHER RIVER OROVILLE CA 95965 (Street) (City) (State) (zip) INVENTORY CREDITOR NAME: INVENTORY CREDITOR ADDRESS: (Street) (City) (State) (Zip) SECTION MANUFACTURER SERIAL NUMBER HCD INSIGNIA OR HUD LA NUMB 1�) LENGTH WIDTH WEIGHT (INCHES) INCHES (POUNDS) 1 CAFLY17A23582-SC12 RADl 1 800 160 28,600 2 CAFLY17B23582-SC12 RNT271533 800 160 31,600 TRANSPORTER NAME: D'& R TRANSPORT TRANSPORTER ADDRESS: (Street) (City) (State) (Zip) DESTINATION FOR UNIT DESCRIBED ABOVE: (NAME) Street (City) State (zip) 06/28/2000 Executed on at (Date) SIGNATURE OF AUTHORIZED AGENT: WOODLAND YOLO CA DISTRIBUTION: ORIGINAL (PINK) FORWARD TO`4E INVENTORY CREDITOR, UNLESS THERE IS NONE, THEN FORWARD TO THE PURCHASER (DEALER OR TRANSFEREE). COPY 1 (WHITE) FORWARD T69E DEPARTMENT AT P.O. BOX 1828, SACRAMENTO, CA 95812-1828, WITHIN FIVE (5) DAYS OF RELEASE. COPY 2 (YELLOW) DELIVER TO THE TRANSPORTER TO ACCOMPANY THE UNIT TO ITS DESTINATION. COPY 3 (GOLDENROD) TO BE RETAINED BY THE MANUFACTURER. RECORDING REQUESTED BY Bidwell Title & Escrow Company AND WHEN RECORDED MAIL TO Name Earl L. David Street 14360 Carnegie Road Address city, state Magalia, CA 95954 Zip Order No. 00209711-003 W % 1 2004 NN!lfff!!f!lffffl!!f!lffffl111lf Recorded Official Records CaBUyyTTEty Of CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:00P14 12—Sep-2003 SPACE I REC FEE 10.1 I TAX 37.t I I t 1 Kathy I Page 1 of 2 THIS LINE FOR RECOKDEK'S USb Parcel No. 065-420-028 GRANT DEED THIS FORM FURNISHED BY BIDW ELL TITLE & ESCROW COMPANY The Undersigned Grantor(s) Declare(s) Documentary Transfer Tax is $37.40 O City/Town of 0 computed on full value of interest or property conveyed, or Q Unincorporated Area of Magalia ❑ full value less value of liens or encumbrances remaining at the time of sale ❑ Monument Fee of $10.00 FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Ross E. Brown and Cozette Brown, Husband and Wife as Joint Tenants, who acquired title as Ross E. Brown and Cozette Brown hereby GRANT(s) to Earl L. David and Janie C. David, Husband and Wife as Joint Tenants the following real property in the Cl City of 0 Unincorporated Area of Magalia County of Butte, State of California: Dated: July 31 2003 16—W -Brown Brown SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF Cozette Bro STATE OF CALIFORNIA COUNTY OF BUTTE I SS: On ,-weal 3/ 4q--� , before me, the undersigned, a Notary Public in and for said County and State, personally appeared Ross E. Brown and Cozette Brown"* Personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signat FOR NOTARY SEAL OR STAMP ;.. ; • JANET CLARK D COMM. # 1258479 NOTARY PUBLIC -CALIFORNIA 0 Q , COUNTY OF UTTE2ooaW Comm. Ezp Order No. 00209711-003 EXHIBIT A MAY 21 2004 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 48, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 17,1970, IN BOOK 35 OF MAPS, AT PAGE(S) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF SAID LAND WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED ANIS UNDERSTOOD THAT IN ALL OPERATIONS THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THAT CERTAIN DEED FROM THE MAGALIA MINING COMPANY, A CORPORATION, TO E.D. STORTS, ET UX, RECORDED SEPTEMBER 4, 1947 IN BOOK 423 OF BUTTE COUNTY OFFICE RECORD, PAGE 385. AP NO. 065-420-028 1 NOTES RESIDENTIAL PERMIT N0.—'QGS-420-028 D VID, EARL &'p_ 03-2819 -TQ�' PGALIA MH PERM FND SPECIAL CONDITIONS CHECKED BY. { SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD, HOUSING LETTER 't. 1L?t3� JOB FINALED (Date) ` _ Signature N Q J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect Carports; Windows -Doors 8. Utility Clearance 7. Electric 8. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s- Roof; Shthg-Roofing 1. Zoning Requirements -Setbacks -Easements 11. Ext.; Steps -Doors -Landings 2. Footings; Size -Spacing -Marriage Line 12. 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector. Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Card B-1 Date Card B-1 8. Gas and Electricity Tagged POOLS (Plans) OK except #'s 9. Tie Downs -Type -Installation Cert. 1. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining Date Card B-1 Date Card B-1 Date Cyd B-1 Date Card B-1 Date PE ANENT END SYSTEM (ONLY) Line 4 4. Gas; MH Test -Demand -Valve 5. lectricity; MH Test ter; MH Test 'VVater and Sewer Connected 8. Alas and Electricity Taqqed 10. icense Decals 1 Verify #'s with Office Date Card B 1. Date Card B-1 Date 4-6ard B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts -GF] 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 j Date Card B-1 Date Card B-1 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single.& Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors ,26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 429. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range°Circle/ /ga Cu or,Al-Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect �- 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37'. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) , 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. -.Glazing Area -Glass Protection -Skylights -Plastic 60.• Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing-Landing=Closure 76. A.C. Duct in Garage -Damper 77. Wtr..Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection,' 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps ; 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor:+, ; O Yes _ r 83. Following Instld./Drive O Yes 0 No/Walks 0 Yes 0 No/Plant4s 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: COUNTY OF BUTTE ! BUILDING DIVISION DEPARTMENT'OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 4 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine'inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. // � �rJ ori c �-e2 -� � S� / v�✓ ror Seo -1 x.4t./ 41 t 0r' ��Sr r�G, 64 Date i �_/ L'i/ 0 Inspector r / REV 10/92 ` L i � t i Date i �_/ L'i/ 0 Inspector r / REV 10/92 ` L COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 065-420-028 ZONING RT -1 BUILDING PERMIT OWNER EARL DAVID TELEPHONE 876-1976 SO. FT. OCC. BUILDING VALUATION 1716 R 92 664.00 OWNERS MAILING ADDRESS QUAIL TRAILS SP 110 PENTZ RD PARADISE CONTRACTOR'S NAME O��77WNM TELEPHONE TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 92 664.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 301.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2-3-00 BUILDING ADDRESS J ^ FJ (PTNE, MAGATIA 95994$ Energy Plan Checking Fee $ PERMIT FEE $ 344.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome °D Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation V Other ❑ Describe Work: MIJ PERM END Maj SITE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 65.00 ELECTRICAL PERMIT Fling Fee 20.00 OR LE Main Service .0A OR LEN 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. OWNER -BUILDER DECLARATION 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 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 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.) h" 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 workers' compensation laws of California, 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 �� J/ Date �J Signature of Applicant - 42 -Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heifiM. Main Service zaoA TO tOooA 46.00 NEW CONST. DWEILNG OCCUP. SO OR ADONS. ( a ACC. eLns. 3.5QFT: LNpN CONST MULTI-OU11 TLETITS @7,50 PowER APPARATUS b SINGLE OURET cIR. EX. Occup. OUTLET OR FDLTURES 20 BAL @ I. 0 Ex. Occup. GFIxLI EEDTSA A o DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOYAL FEE $ 452.75 HAZ. D FEES P ROOD cDF PARCQ� PO HD 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 �}Da (/ PERMIT EXPIRES ON O U Date Receipt No. s r L cMPLICANT WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINI( -INSPECTOR O D NRO -A w - ' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Dri e O oville, ('A 95965 hone (530)538-7541 Fax (530)538-2140 PERMIT APPS IC)M& DATA SHEET_ w OWNER- ASSESSOR PARCEL NUMBER L✓ Proposed Building Use: �/rtu nyl t" j r3`l �(_d Counter Technician: Date: �. Ite s required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the }ireparer 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 la outs in duplicate. No faxes! (]I Energy compliance design od supporting documentation in duplicate. 6. Manufactured homes: f. ata sheets and installation instructions,`a Marriage line information, feloor Plan, //ie down or foundation plans, all in duplicate. ❑ 7. `MIe a'Fu'ildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ,Y 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. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ............................... ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... 01?. Hazardous Material Form............................................................................... _ 13. Other T= Re ining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 1 es as shown on the attached Schedule of Fees Due Sheet... Statement of Intent for Non -heated and A/C Buildings .................. 16. Sanitation and plot plan approval from the Environmental Health Department in �e 17. City of Chico Plumbing permit......................................................................... 18. California Department of Forestry plan approval lid. Sent_ by: ...................... _1' '1 19. Planning approval for (A) Use: 19 K B)Parking: (C) Parcel Check: 9 _ ) g'- ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ x.24. Worker's Compensation Carrier anjd Policy Number ..............:.............................. 25. Owner -Builder Verification ( iven to owner, ❑ Mailed to owner) ..................... ❑ 2 etter of Signat$re authorization............................................................. ?.... 2 corded copy of Agricultural Acknowledgment Statement ............... ............:. /.�..'. 8. anufactured home utility clearance............................................................... 29. 'ng violations,and/or expiVan � �W�............yy ... . Q 0. Gr nt Deed,M.I Title/Ste�it'of Facts, L�l"Lett r from Legal Owner, ®'Che k I. Other: f f -r-,( . _ /V - / en ' ued Tel hone 9� r�' - 7r=� " 11;t/�;r° and hold for pic p. a een informe of the above items an requirements for obtaining a building permit. Applicant. .al<��. ��%� iDate. ,n 4.C.D. $� . 1. Index permit application for the above items numbered:Plan Check Letter 2. Additional items required f `" Contractor, designe , �()�wDwas advised cf the above data by phone, ❑ mail, ❑ counter, by Date: 9- A - VS Contractor, designer,ner, was advised of theAbov data b ❑ phone, ❑ mail, ❑ counte , by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Vrllnw• Rnilri7na n�..7inr k K E.H, B Iv Y Plot PLA Attached X. , Plan Anuh e' Sectcut tt o B.D.. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public ' Private Well Clearance for Q bedroom mobile home. Other 7.r�Q Hold final for: Final clearance O.K. for: NOTE: , 8/92 Opcx-iaust Date M1 i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER (� (�' i L ALJ AQ LA PROPRO ED BUILDING USE X/ go mff r),0(m 1. BUILDING PERMIT FEES -- alance Due ..................... $ I • --- Additional Fees Due........... $ A.P. # (J " DATE RECEIPT # AT --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES -l.`� 63 (paid at School District Office) (form available after Plan Check}{'lklyn 3. SHERIFF FEES (paid at Building Division Residential............ X �0.00$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER ?_ /,;?— /1.-" f) �lsnaab � _e' At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE g — /2 - o� Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) COUNTY OF BUTTE - DEPARTMIfNT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PT :ev.12/96) APPLICATION AND PERMIT x( •A.sSE5S00. PARCEI NUYBER/�� ,� ,��1� iOT-./f -' BUILDING PERMIT Ow,lEpl ,� HE 1 q l� SO. FT. OCC. BUILDING VALUATION lz7 Z/ OWNERS j DRESS ( f ` r u .S9' CO,rrAACTORS ' TELEPHONE Cp,,rlpACiDA AODAESS TpUCT10N LENDER Fireplace NDEAs Kula+G ADDREss Total Valuation S44t,1;7r✓4 CT OR ENGNUR tCWMcT ucENSE No. FiGn Fee S 20.00 c Permit Fee UU — L � . S OR ENGWM;M ►tuuNG ADO0.ESS Plan Checkin Fee S - C"' 9u rADDRESS /LSCZS Energy Plan Checking Fee S ' I'�'1t71SL Q i1J� PERMIT FEE S ,,�•��1. '/ PEEL "AP suaDN�slo"sNA►aE C^� pp , _ PLUMBING PERMIT Firing Fee 20.00 g ---- USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑T OtherWater sP�� Solar or heat pump water heater 23.00 piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Unties ❑ Installation ❑ Other ❑ Describe Work:Mg per, C 3WTIAJ Gas piping systern� 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S" Oh 9 ($m �� J �� ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A on LEss 23.00 ` ' 3 • G� • �� 0-c Sy. ..��.��.� A 4i,,1KC..mr 7� Ttee Admmmm� swoops 1�0� I �� a ��® fvbindicated ��V • t � Main Service 20" TO 1000A 46.00 NEW CONST: DW jjm OCCUP. 3.SCso. OR ADDNS. ( A AGC. aLDs. NON -A NSL • MUU}Ot![LE7 @7.50 - . t SDdPOWERL.E OAPUSLET PffUS o 20cy I. - Ex. Occup. ovnzr OR FKTuRES DAL ® .50. Ex. Occup. ;%CIES DD )� S.OD Temporary Service 23.00 Mobile Home Facilities 20.00 Use. Wiring23.00 PERMIT FEE S MECHANICAL PERMIT Feng Fee 20.00 Heating Hood 6.50 Ventilation PERMIT FEE: $ Mobile Home Installation Fee $ Energy Inspection Fee $ °" CONST.TYPE TO AL FEE $ S NAZ.IV F I FLOOD I CDP EL HD JE This permit is he y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - L 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PanlT NC :ev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZON mo BUILDING PERMIT ' OWNER TELFPNONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTORS NAME TELEPHONE CONTRACTORS MMUNG ADDRESS CONSTRUCTION LENDER Fireplace. LENDER'S MtlUNG ADDRESS Total Valuation $ ARCHfrECT OR ENGINEER LICENSE NO. Fling Fee $ - 20.00 Permit Fee S ARCHITECT CR ENGINEERS MAILING ADDRESS Plan Checking Fee S au LDING AODRESs Energy Plan.Checking Fee S ' S • PERMIT FEE S LOT NO. SUBDIvisms NAME PARCEL MAP PLUMBING PERMIT Firing Fee 20.00 Each Trap - -- -- -' 7:00 -- — USEOFSTRUCTURE SF ❑ Duplex ❑ Nbbilshome ❑ Other SPECFY Solar or heat pump water heater 23.00 Water piping 15.00 Each aas water heater or vent 15.00 TYPE OF WORK New ❑ AddLikn ❑ Remodel ❑ U6TL6es ❑ Instalation ❑ Describe Work: Other' ❑ Gas piping system' t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE S r ELECTRICAL PERMIT 1 Fling Fee 20.00 Main Service = oR LESS Main Service 2004 TO IDDOA 1 23.00 46.DD ' EEx. m1} ` S� Sar ' e Aw4wA � "+ a ® NEW CONST: 0maLm Occup. 3.5¢ nR ADDNS. A ACC. SIDS. NON•RES IIULTL-0UTI LM 1. @7.50 . POWETi APP i ." OuAAATVS m 29 WOUTLET OR FIXTURES Q I.50 Ex Occup. BAL ® .soFOCIED . Occup.vTLEM (R6 EX S.OD Temporary Service 23.00 Moble Home Facilities 20•D0 Nsc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Firing Fee 2D.00 Heating Cooling Hood1 6.50 � Ventlation PERMIT FEL_ S Mobile Home Installation Fee ,S Energy Inspection Fee S �" " �"� TOTAL FEE $ IMP FLOOD CDF PARCEL� 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 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: BAR L .A V �Phone: 61 %G i 9 7 G Mailing Address Site Address: TO Ac�, ��-�-c Fedi �AgAI"A G4 9 S %S / Assessor's Parcel Number: 0G 6= 44 -2"d - a 1?- 9-- Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form- GENERAL ormGENERAL INFORMATION: I. Is there a primary dwelling on the property? Yes ❑ No [� 2. Is the stricture already built, under construction, or under notice of code violation? Yes ❑ No 3. Will items produced in this building be offered for sale? Yes ❑ No 4. Will the public have access to this building? Yes ❑ No ❑' 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No (?' SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No [�]� 7. Is any portion of the structure located closer than 20' to your front property line? Yes PNoo 3. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No FB� CONSTRUCTION FEATURES: 10. 11. Will this building have insulated floor, walls, or ceiling? Will this building be heated Yes ❑ No or cooled? Yes E] 140 12. Will this building have a water closet/toilet? Yes ff No ❑ 13. Will this building have a sink? Yes (B' No ❑ 11. Will this building have a water heater? Yes ❑ No [� 15. What type of floor covering gill the building have? 410- YL, G 16. What type of %vall covering will the building have? si c -c%- 'ROCK Iry /Ya A AD 10k, OVER 1 of 2 PROPOSED USE: (check only one box) I . ❑ Residential Storage Shed — I will be storing in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. TZ Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept" A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4, ® Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #/4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio 0 Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office M Workshop' ❑ Home Occupancy 2 ❑ Other— Use = Describe type of Workshop I btust be approved by the Butte Courcy Planning Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the exp tion. �r Ak,14- IV -141 cIR i NG W A r� Q �w +5 A P -A 9 E Ti S1RCT j./ v6- A J=71— 5/ 7p' j4 67 A%- LLAIA✓ F W -0%7- R o o n4 Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the -use indicated. I hearty affirm under penalty of perjury that the above information is true and correct I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if of when the property is offered for'sale. O«-ner's Name: Please PrintR v Owner's Signature: ��/'iC Date: 2 of 2 E.MU E GAIL 'Plot Plan Anach Roos Plan Anaclied sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance __ 6 -VI 157) Cj YQ, Owner locatio AP# . Plan Approved fo • Sewage Disposa�I Q WVr Supp ublic Private Well Clearance fo elling. Other Hold final for: Final clearance O.K. for: NOTE: L Irl AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2003—��651 08 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: T%'I C Al, C Date PROPERTY OWNERS: State of California County of '5 v Tt-r- On Jerr42A L7oo ML 3 before me, known to-me(or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(i) is/am subscribed to the within instrument and acknowledged to me that helshettlrey executed the same in his/ it authorized capacity0es), and that by hiSAiepkheir signature(p) on the instrument, the persono or the entity upon behalf of which the personKacted, executed the instrument. WITNESS in d and official seal. rQ,`a`� "p, DONALD HMC Sign a Seal: p m H. ' 0- Comm. #1257463 In / /, V NOTARY PUBLIC CALIFORNIA A.P. # ©y �' TZO 'D� V LOS ANGELES COUNTY -1 My Commission Expires Mar. 19, 2004 Recorded Official Records I REC FEE 10.00 I COPIES 2.50 2 CoBnTT Of CANDACE 1 I p3 Z J. GRUBBS Recorder I ROSEMARY DICKSON Assistant I I Jason 01:16PN 18 -Sep -2003 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: T%'I C Al, C Date PROPERTY OWNERS: State of California County of '5 v Tt-r- On Jerr42A L7oo ML 3 before me, known to-me(or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(i) is/am subscribed to the within instrument and acknowledged to me that helshettlrey executed the same in his/ it authorized capacity0es), and that by hiSAiepkheir signature(p) on the instrument, the persono or the entity upon behalf of which the personKacted, executed the instrument. WITNESS in d and official seal. rQ,`a`� "p, DONALD HMC Sign a Seal: p m H. ' 0- Comm. #1257463 In / /, V NOTARY PUBLIC CALIFORNIA A.P. # ©y �' TZO 'D� V LOS ANGELES COUNTY -1 My Commission Expires Mar. 19, 2004 Order No. 00209711-003 EXHIBIT A ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 48, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 31% WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 17,1970, IN BOOK 35 OF MAPS, AT PAGE(S) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF SAID LAND WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL OPERATIONS THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THAT CERTAIN DEED FROM THE MAGALIA MINING COMPANY, A CORPORATION, TO E.D. STORTS, ET UX, RECORDED SEPTEMBER 4,1947 IN BOOK 423 OF BUTTE COUNTY OFFICE RECORD, PAGE 385, AP NO. 065-420-028 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OYtOVILLE, CA 95965 llllHil111illllill�illlilllllllll '. 2f�Qt3=-I�iI�65 1 �8 Recorded I REC FEE 10.00 Official Records I COPIES 2.50 County Of I BUTTE I CANDACE J. GRUBBS I Recorder ROSEMARY DICKSON ! Assistant I Jason 01:16PM 18 -Sep -2003 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides,`pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations: All that real property situate in the County of Butte, State of California, described as follows: -7,1 chi Date PROPERTY OWNERS: State of California County of '5 u Tr& On SP-AtC-MOER 171 2,003 before me, 170,j A -L-6 +4-. IM r- f-AgEL= PeFsonal!Yfippeal-d EA-ge- LEnoY DAvih lranewn to-me(or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(i) is/are subscribed to the within instrument and acknowledged to me that heMiettlavy executed the same in his/Aer• flreir authorized capacity0o, and that by hisAteMheir signature(s) on the instrument, the persono or the entity upon behalf of which the personWacted, executed the instrument. WITNESS m d and official seal. Sign a !�/Seal: ,.. �tP' ",Fs p DONALD H. MC ABEE _01�. Comm. #1257463 NOTA �1 RY PUBLIC CALIFORNIA 0 LOS ANGELES COUNTY .1 A.P. # �� ' �� '0 My Commission Expires Mar. 19, 2004 ------------------------- . a „- Order No. 00209711-003 EXHIBIT A ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 48, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON ,TUNE 17,1970, IN BOOK 35 OF MAPS, AT PAGE(S) 78, 79, 80, 81 AND 82. EXCEPTING THEREFROM ALL OF THE VALUABLE MINERALS BENEATH THE SURFACE OF SAID LAND WITH THE RIGHT TO MINE AND EXTRACT SAID MINERALS, IT BEING AGREED AND UNDERSTOOD THAT IN ALL OPERATIONS THE SURFACE OF SAID LAND WILL BE PROTECTED AGAINST DAMAGE AND THAT ALL MINING SHALL BE CARRIED ON FROM TUNNELS, SHAFTS OR DRIFTS HAVING THEIR ORIFICES OUTSIDE OF THE SURFACE AREA OF THE ABOVE DESCRIBED REALTY, ALL AS EXCEPTED AND RESERVED IN THAT CERTAIN DEED FROM THE MAGALIA MINING COMPANY, A CORPORATION, TO E.D. STORTS, ET UX, RECORDED SEPTEMBER 4,1947 IN BOOK 423 OF BUTTE COUNTY OFFICE RECORD, PAGE 385. AP NO. 065-420-028 , r. fr+ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School DistrictL n,S�Building Department No. (� A.P. Number�-<��D �� Jurisdiction: City ©County Property Owner 0/p r l . T -)A i / i /� .. t.. Property LocatieNAddress Subdivision / Lot No. .................................................................................................................... residential Development EZI EE' No of Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # '(No foundation inspection); ................................................................................................................... Commercial/Industrial ,New Adddion Representative (Floor Plans reviewed by School District District.ldentification No. r School D strict certifies that (Street havco'mplied with the requirements of Resolution No. representing 1,It"J square feet. Sq. Footage (Group R) Sq. Footage .� Date (Applicant) (Zip Code) by payment of $ (IAB 2926 $ ou wT,r_wTny s Date yr Paid by Check # 1&1 j Remarks: 74—o4- J Y, 0 /i'—e"y -'(Including Exterior Roofed Areas) Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) ' feeform.xls 110/981dmm i SITE PLAN REVIEW APPLICATION Date: Ci - 12- AP# Permit Number (if applicable) ` 2 Bin Number APPLICANT INFORMATION Parcel Size: Owners Name: A L, D f J 1 T Owners Address Telephone No.: Situs Address: Proposed Use: QV W IL- Ti -,)41L_5 8-)6- i9 -)a SP I I D U�►T22 PAQfA D 1S6 CIS9Lg 'I 0 2 L:% P Residential ❑ New Single Family Residential ❑ Single Family Addition 13 Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic ❑ Agricultural Exempt Building ❑ Other: ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A i Brief Explanation (if necessary): 2 4�; -jp-Q"04 ET(3 iaL1< DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved JR Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: M Snow Load Area: 25 CrD T 0 3 DTYD VT' ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See atta� d) • Flood Zone: • Flood Panel No.: O Lj 0 0 C– Index Date: 6 8– 9 g ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the Califomia Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance _------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: IRT— 1 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 0 Side 3 Side Street Rear)"" Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:[] No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: JD pa12A j-) 1S': -1j,3—!; Map Date of Recording: to -1 -� — 7 O Lot: y P7 ❑ Use Permit/Minor Use Permit Permit Number: Book: 3 Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. EJ 011 Page 4of5 a. O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES gi--' NO ❑ 2. I HAVE 21 --HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and piovide the major work: NAME: )V/ A F1 ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.- I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and sucli',pe -sons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. qrely, NficVi ira, C.B.O. M,uilding Inspection NOTE. This Owner-Builderlnformation is required by Section 19830 of the California Health and Safety Code. OVER National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # _ County Storm Water Permit Compliance for Butte By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N. 01), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate Bws will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BNTs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre of land -requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land.I; font ,er ch e tify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan . - -4 LONGFELLow LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com BUTTE CGUN I rt UILDING DEPARTM ,114. R0VE:P. Customer: EARL DAVID Job No: 24 X 34 Address: MAGLIA TOREY PINE AP#: �,�✓ ..2 7 C -20E (Rev. 3/03) ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 f� X N wth 111*s 70 r i a a gyyi }('�J j�M�{q��.-.��^(jj (`B jt��xj( V bI �'�D{ ■ EE■ ! -q`j(!i [ ''$Yate. f� X N wth 111*s 70 Ix4 CONT BRACE AT BRACE hEM3ER5 LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAILS GABLE DO STUD 2x4 HF STRONGBACK (NAIL TO LEDGER W/10da 12'OLj - 2x4 HF LEDGER MAIL TO VERTICAL W/ IOd NAILS) `-A35 BRACE TO FLAT KJII-H-3 AT 48' OL. — 0 NOTE= THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED BL. ALSO. (0) OPTION TO K5 PLATING. U5E (3) - 2' WIRE 5TAPLES (0.012 VIAJ15 GA) TOENAILED TIM CHORD INTO NO t THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) t (HO MUST BE PLATED. vcAt Gl.W1. 3-104 NAILS EACH END 6-10d COMMON 2xb DIAGONAL NAILS BRACE o 46' O.G. (Z) MAX UNBRACED LENGTH OF GABLE END STUD. (2x4 FIR -LARCH) - 5TANDARD = 5'-1I' - MI AIS 5TR - TF455ES --� 1V vY. W.V , VI TC DL 15.6 PBF NOTEa GABLE END DESIGN BASED BG DL P5F Be, LL OA P517 ON 15 MPH WIND, EXP0aft 'B' TODD. 50.0 PSF AT 0-25 FEET MEAN HEIGHT. DURFAC. 1.15 TYPE OF JOB DETAIL JOB NAME LoNSFELI..ow Lu 5m CITY, STATE CHICO, CALIFORNIA Date: 10-18-02 Gary Hawkins ARCHITECT Drawn: AK (530) 892-2700 Job no.: 02-116 1370 RIDGEWOOD DR..'StE.10 FAx:(530)B93-0532 CHlco, CA 95973 garyarchmsbcgbbalnet Job TrussTruss Type Qty Ply DEFL in (loc) I/defl DAV10813 Al FINK 16 1 R9888012 Lonafellow Lurcher rn Ina rhinn rs oRo90_7d9d ,, nn, 10.0 Lumber Increase (optional) -- - ---. - --... -^- ..o,, ,,,,e ,.r cwo rage r -1-0-0 64-14 12-0-0 17-7.2 24.0-0 25.0-0 1-0.0 8-0-14 5.7.2 5.7.2 6-4-14 1-0-0 44 - Scale = 1:42.5 4 Ann t7T- lu 3x4 - B-34 154.12 9 8 3x4 = 3x4 - 24-0-0 3x8 = tn 4�h 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.80 Vert(LL) -0.18 10 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.66 Vert(TL) -0.31 8-10 >917 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.08 6 n/a BCDL 7.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 240 Weight: 92 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1-G TOP CHORD Sheathed or 2-10-4 oc purlins. BOT CHORD 2 X 4 DF No.1-G BOT CHORD Rigid ceiling directly applied or 10-0-0 bracing. WEBS 2 X 4 DF Std -G oc REACTIONS (Ib/size) 2 =1427/0-3-8, 6 =1427/0-3-8 Max Horz 2=9(load case 5) Max Uplift 2=-35(load case 5), 6=-35(load case 6) Max Grav 2=1458(load case 2), 6=1458(load case 3) FORCES (Ib) -First Load Case Only u _ _ TOP CHORD 1-2=14, 2-3=-2939, 3.4=.2524, 4-5=-2524, 5-6=-2939, 6-7=14 r 4 � � � ' � ��{�y - � BOT CHORD 2-10=2778, 9-10=1912, B-9=1912, 6-8=2778 �J WEBS 3-10=-563, 410=710, 48=710, 5-8=-563w i V"'_` Vr NOTES X419 " 1) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 It by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip Increase is 1.33 2) Roof design load is based on 55.0 psf ground snow load; normal terrain, exposure factor 0.7; and normal structure, importance factor 1.0." 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard V Warning - Verify design paremoters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design peramenters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslbillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofdo Drive, Madison, WI 53719 Q�OF ESS/p -r�C17180 za * EXP. 06/30/05 s� CIVIL �P OFCAI.IF August 14,2003 eke e iz -14 or greater PITCHED TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LB) TOPCHORD DIAGONALBRACE SPACING(DBJ f#trusses SP/DF SPF/HF Up to 32' 4/12 8' 20 15 Over 32'- 48' 4112 1 6' 10 7 Over 48'- 60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 Lateral Braceous Top Chord Lateral Brace -� trusses. Required 10" or Greater Attachment / Required L 32 otters Top chords that are laterally braced can buckle together and cause collapse if there is no diago- TOPCHORD LATERALBRACE SPACING(LBs) TOPCHORD DIAGONALBRACE SPACING(DBJ I#trusses nal bracing. Diagonal bracing should be nailed Up to 28' 2.5 to the underside of the top chord when purlins 17 12 Over 28'- 42' are attached to the topside of the top chord. 1 6' 9 6 View photos ofa properly braced roofsystem at 1 3.0 1 5' www.fginst.org under the "Publications" link. Over 60' WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. SCISSORS TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM PITCH DIFFERENCE TOPCHORD LATERALBRACE SPACING(LBs) TOPCHORD DIAGONALBRACE SPACING(DBJ I#trusses SP/DF I SPF/HF Up to 28' 2.5 1 7' 17 12 Over 28'- 42' 3.0 1 6' 9 6 Over 42'- 60' 1 3.0 1 5' 5 3 Over 60' 1See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Continuous Tnnrhnrri Lateral Brac Required 10"orG Attachmen Required Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properly braced roofsystem at www.tpinst.orgunder the "Publications" link. All lateral braces lapped at least 2 trusses. less Frame 3 tz SF— ryAOO�®tioc yey Q ry�`Jy�Qr�tt' _45 =450 12 � 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM CHORD TEMPORARY BRACING SPAN MINIMUM PITCH BOTTOMCHORD LATERALBRACE SPACING (LB) BOTTOM CHORD DIAGONALBRACE SPACING(DBd [#trusses] Up to 32' 4/12 15' 20 1 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ,AV ,AV All lateral braces lapped at least 2 trusses. ,AV BOTTOM CHORD PLANE WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Temporary cross bracing at each end of the building and repeated at WEB MEMBER PLANE Frame 4 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating 1A ' prac- tices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° It is the responsibility of the installer (builder, building contractor, licensed contractor. erector or erection contractor to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these reco m m en dati o ns to be interpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn= ingwill most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. —, TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 • www.tpinst.org industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. T us, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damag s arising from the use, application or reliance on the recommendations and info ation contained herein by building designers, installers, and others. Copyright I, by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stoFed horizontally should be supported on blocking to prevent excessive lateralA CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. WARNING: Do not break banding until installation DANGER: Do not store bundles upright unlegs A:: begins. Careshould beexercised in banding remov-I A properly braced. Do not break bands until bundles al to avoid shifting of individual trusses. are placed in a stable horizontal position. JA WARNING: Do not lift bundled trusses by the bands. DANGER: Walking on trusses which are lying flat Do not use damaged trusses. IlAprohibited. is extremely dangerous and should be, strictly Frame 1 MONO TRUSS TOP CHORD TEMPORARY BRACING D/50 SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LBS) TOPCHORD DIAGONALBRACE SPACING(DBS) [#trusses] I I Up to 24' 3/12 8' 17 1 12 Over 24'- 42' 3/12 T 1 10 1 6 Over 42'- 54' 3/12 6' 1 6 1 4 Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse If there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos of a properlybraced roofsystem at www.tpinsLMunder the "Publicatlons"link. PLUMB ZQ�ess =45 0 12 All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. I I I Truss I D/50 Depth 12" D(in) 1' I I Lesser of 2- D/50 or 2" 3/4" 3' Maximum Plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2- 36" 3/4" 3' 48" 1 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1 4V4" 7' 96" 2" 8' 108" 2" 9' OUT -OF -PLUMB INSTALLATION TOLERANCES 10" or Greater Attachment Required - Bow Length L (in) .................................... T t 1/o Lesserof U200 or 2" L (in) L (in) T ...... ::::::::::::::::::::::.... ...: ± y, Lesser of U200 or 2" L(in) L/200 L(ft) 50" 1/4" 1 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) U200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATIONTOLERANCES DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING SPAN TOPCHORD MINIMUM LATERALBRACE DEPTH SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DBJ [#trusses] SPIDIF SPF1HF Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 s The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least - twotrusses. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properly braced rootsystem at www.tpiast.orgunder the "Publications " link. End diagonals are essential for stability and must be duplicated on both ends of the truss system. _45° Continuous - Top Chord Lateral Brace Required 10"01 Attachment Required - '20,(Des) 10TrS8,eS@ D.C. WARNING: Failure to follow these recommendations could res ult in severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properlybraced roofsystem at www.tpinst.org under the "Publications" link. All lateral braces lapped at least - two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 ot\eo gZ/ Continuous TopChord Lateral Brace Required 10" or Greater Attachment Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. WARNING: Do not attach cables, chains, or hooks WARNING: Do not lift single trusses with spans EAA: to the web members. greater than 30' by the peak. __11A 60° Approximately Approximately '/2 truss length '/2 truss length Tag Truss spans less than 30' Line I Spreader Bar Toe In Spreader Bar Toe In Toe In Approximately '/z to 2/3 truss length Less than or equal to 60' Toe In Approximately '/2 to 2/3 truss length Less than or equal to 60' Line Tag Line MECHANICAL INSTALLATION Lifting devices should be connected to Strongback/ the truss top chord with a closed-loop Spreader Bar attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weightofthetruss. Eachtruss should be set in proper position per the building designer's framing plan and held with �.- the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line At or abovt mid -height Tag Tag Line Line F 0 M 2/3 to 3/a truss length than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR I GROUND BRACING: BUILDING EXTERIOR t•' truss of bra group of truss End brace (EB) Frame 2 ss of braced of trusses r I M5 ALL STRUCTURES AND EQUIPM. UDING ENTS. OVERHANGS SHALL BE CLEAR OF ALE_ EASEM, FROM THE SIDE AND A SET BACK OF kAkvf-Tl PROPEffrY LINES AND FROM THE REAR. RE AD CENTERLINE SHALL, --- FROMTHF- F-10 IpMF �- _ L A p S, AND EQU _NT FX(;I_ kA 0 ol TURE E E F STRUC 2 FT- EAVE OVERHANG. --IRE DiC CALIF. DEPT T R Y approved �is Su�yffli,- lRapproved �,vith c0ndl:itions -d Ect rIA 21 - Dat Cj C- IVC- -1 A Signature LL A)i;. jc /c - A �r cl 4 A' 4'------- .0 S'C A 4 t Ti. . I In, 5T CDF FIRE SAFE REQUIREMENTS 5-4 '2S C)3 --2-f2 AP# PERK UT # N Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius IN 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. IN 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 _2-9217 AN PERMIT# NAME [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [X] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. ] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, I ` burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shalt be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 AP# PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof and Enclosed Eaves NAME If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials q -2, -L - D ate Signature Page 3 of 3 ;', ,r .w .Y i` Building Permit Number: Q 3 — 28l 1 Owner Name: O dw j (r Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, EmH.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: 0 3' 28( Owner Name: -D Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures �ana ui ment including overhan s shall be clear of all easements. A setback o ee om the side a ander eet om the'rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of - structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on.this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. 1�. VECTOR DYNAMICS FOUNDATION -SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX Foundation System 63 - 2 S' l 12j (1'� BUTTS COUNT T RUILDING D PA TrR111-N P P � �� V` Release Date 8113/2001 Engineer Approval �.�' o 18551 SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOTAUTHORUE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREML-q_r$ OF APPLICABLE STATE LAWS AND REGULATIONS State of California Depammt of housing and Community Development DMS Cg_AND STANDARDS gy �-/o -O / (sign urz) SPANO. 99 IF 9-/D -o For Further Information TIE DOWN 'ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 ' 404-344-0000 FAX 404-349-0401 i www.tiedown.com PAGE SECTION NUMBER INTRODUCTION 2 PIER HEIGHTS 3 GENERAL INSTALLATION 4 SET-UP INSTRUCTIONS 5 & 5a METAL PIER & V -DRIVE 6 PARTS LIST 7, 7A, 7B & 7C CONCRETE INSTALLATION 8 & 9 SCHEMATICS WIND ZONE I - SINGLE SECTION 10 - SINGLE V -DRIVE 11 - METAL PIER 12 - DOUBLE SECTION 13 - TRIPLE SECTION 14 WIND ZONE II - SINGLE SECTION 15 - DOUBLE SECTION 16 - TRIPLE SECTION 17 SOIL CLASSIFICATION 18 COMPONENT PARTS AVAILABLE UPON REQUEST Foundation System 63 - 2 S' l 12j (1'� BUTTS COUNT T RUILDING D PA TrR111-N P P � �� V` Release Date 8113/2001 Engineer Approval �.�' o 18551 SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOTAUTHORUE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREML-q_r$ OF APPLICABLE STATE LAWS AND REGULATIONS State of California Depammt of housing and Community Development DMS Cg_AND STANDARDS gy �-/o -O / (sign urz) SPANO. 99 IF 9-/D -o For Further Information TIE DOWN 'ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 ' 404-344-0000 FAX 404-349-0401 i www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec -1 tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements. The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE II • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to - resist wind load on the end walls. If longitudinal ties are required by the home installation instructions or other state standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical ties. Page 2 California 8/2001 56 i ma; Figure 1 Maximum Pier Height (Wind Zones I & II only) The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of aVector system location in Wind Zone II; and where the pier heights exceed 24 inches on a single section home lin Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your, state. 56 ii ma) Unequal Pier Heights ( Wind Zones I & 11 only nyuie _- 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier.and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on -unequal pier heights using the Vectorsystem. Piers must be constructed in accordance with theman ufactu ter's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. c Page 3 California 2004 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. tc�l Page 4 California 8/2001 2. SET BLOCKS. (OR PIERS) ON \ VECTOR FOUNDATION PADS. Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting 'on the Vector pads, and centered on each U -bolt. 3.,OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6% 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any. space between the piers and center compression section. Tighten the 3/8" bolts. l��9lia i 2 square foot t pad placement i or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach thelnside Tie Brackets to the U -bolts over the pre-cut boards or PVC: Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3 long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and ;continue down to outside of the foundation blocks. Attach the strap',to the"Outside Tension brackets using . the' slotted bolt and nut provided. Wind strap a minimum of five :times around the bolt. Continue tightening `the slotted bolt until all slack has .been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates.are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is.removed andstrap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Clas§ifications 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for. placement. Page' 5 California 8/2001 Sev0p Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) _ �,' 1. SET VECTOR FOUNDATION PADSL0"y snort Clear all loose ;vegetation from the immediate Short U_bolt .. .� area where your Vector foundation pads will rest. Press or lhammer pads into the ground. . m .r Tip:. Place a 3/8" nut on each U-bolt:to keep it in place while you position the Vector pads. 2. SET BLOCKS. (OR PIERS) ON \ VECTOR FOUNDATION PADS. Center the foundation blocks over the Vector pads. Place the pre-cut 4x4, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting 'on the Vector pads, and centered on each U -bolt. 3.,OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6% 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any. space between the piers and center compression section. Tighten the 3/8" bolts. l��9lia i 2 square foot t pad placement i or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach thelnside Tie Brackets to the U -bolts over the pre-cut boards or PVC: Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3 long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and ;continue down to outside of the foundation blocks. Attach the strap',to the"Outside Tension brackets using . the' slotted bolt and nut provided. Wind strap a minimum of five :times around the bolt. Continue tightening `the slotted bolt until all slack has .been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates.are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is.removed andstrap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Clas§ifications 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for. placement. Page' 5 California 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U -Bolts 1. Set Vector Pads 4. Inside brackets & straps Clear all vegetation where pads will rest. Place Attach the inside tie brackets to the U -bolts over a long U -bolt in pad as shown. Press or ham- the compression member. Attach a strap mer pad into the ground. w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the 2. Set Block or piers on pads. strap over opposite I-beam & down to outside Center foundation blocks or piers on pads. tension bracket. Cut strap 12 - 15 inches past Place pre-cut center compression member bracket. Attach strap & slotted bolt in bracket. between blocks, resting on pads, centers Tighten strap until tight with 4-5 wraps around between U -bolts as shown. bolt. Repeat with opposite strap. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 5a California x/2001 Vector Dynamics Metal Pier Installation For metal piers, place the piers in the center of the Vector pads. Set the single 4x4 or two 2x4's through the.piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing, must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compressionsection, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE. TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not.permitted to be substituted for lumber when using metal pier stands. V -Drive System Installation: for rocky soil conditions V Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension: brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall; of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on theV-Drive h d. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inc the: anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 ' California 8/2001 Vector Dynamics �' � vector Foundationy S stemsm- Component Parts List Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 / A _ Part #'s included: 59275, 59282, 59276, 83044z & 10999 Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts Vector System Kit # 59007 o t IV M Concrete Vector System 0 0 0 0 NLi = Kit # 59008 (for single stack blocks) Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 i I i Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) California 8/2001 Vector Dynamics Foundation Systems Component Parts List Q Part #'s included: 59281, 59288,10925, 59232 &:83044z k -- X ..:fir€ t'' p Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut°=F P/N 59043 Or these products available at your local hardware store 55 Jce `<eakedl y Q 1p�e I ea.2 X Q o< S�av\e Vector 2000 3 Sq. Ft: Pad: Part # 59271 1: required with 59026 Longitudinal System 2 required with 59024 Lateral System VectorLateral`.Hardware Kit Kit # 59024 (for use with 59271.) V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1-, with cell classification 12454 as defined in ASTM D1784:. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood: or on. label attached to the wood when purchased. Page 7A- California 812001 Vector Dynamics Individual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719" x 15.625" x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" ® Vector Dynamics Tension Link 0 0 Part # 59282 6.25" x 2.52" x 3" 0 � Vector 2000 Tension Link 0 Part # 59288 2.125" x 2.375" x 2.06" O 0� Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2" Page 7B Slotted Bolt Part # 59135 �o. 3" x 5/8" Lj Long U -Bolt w/Nuts & Washers Part # 83044Z 3/8" x 4" (16 Threads Per Inch) Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) 30336 t TIE -0401 DOWN ENGIPC�RING :e . Protecto-Strap Carriage Bolt w/Nut & Washer Part #59276 p Part.#*10925 6.3" x 3.31' k 7/811 1/2" X. 2-1/2" Protectb-Strap RE Strap Protectors Part # 59279 Part # 59232 6.3" x 3.9" x 7/8" PVC Adaptor Part # 59281 Carrlaq ' e Bolt w/Nut & Washer 7.25" x 4/56" X 1.42- Part # 10624 3/8"-16 x 4.5" Tie Down Marked.& Certified G60 Galvanized Strapping Model Part - * # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' MS60 59165 60' Certified G120 Strap w/Swivel Connector MS600 591,70 600' Part # Length 59732 12' 59734 14' o 59736 16' Frame Tie'w/Hook 8 ft. P/N 591.95 10 ft. P/N 59210 Earth Anchors 12 ft; P/N 59211 Longer Lengths Available 30" x 3%4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Earth Anchor Stabilizer 12 Y' wide V -Drive 'Head Black Paint: Part #59292 Part #54269 Galvanized: Part #59294 Drive Rods Part #59.113 r -dye f k., �J � Vector Dynamics System for. Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One - - Wood Cap and wedge I Outside Tension Bracket Vector pad V for concrete �' '�� Wed e B Concrete o footer Page 8 California N 12001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks): or Vector Kit #59006 (for single or double stack blocks) Page 2 of 2 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top.of the bolt. Place the wedge end of the,bolt into one of the holes, going through the outside Aension. bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the -two holes on the. other Vector system pier set. 12. Place an inside tie bracket over the u -bolt -so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U_ -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/1..6" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Tum slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards IN 71, 010,Aiv �/ u _ U -bolt page 9 Vector pad for concrete Concrete j17 footer California `x12001 r� CD LA C) n WIND ZONE I sv o (not to scale) !v u;. 001 r C) �2 sq. ft. pad NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 WIND ZDNE I 4 3 I \ Vector D�namics Systems Requiredforngle Section Homes (Materials Required) _ - - "_ - - ' " " " \" - " - " n hOfn ems. `e sect% \JectOrsymanua\ cj a,n 1a 59`age°me°t sta\\aeon \e \n , I 1e �Xatn\3\e 'Ns geust b to - - - ' 't ration I�?�I:... '� � i? 1-•tT \ � I m - - ' v 1� � � max, o.c.lYP• � r n WIND ZONE I sv o (not to scale) !v u;. 001 r C) �2 sq. ft. pad NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73 to 90 4 3 * Anchor and stabilizer plate combination Each Vector Foundation System requires Y One \lector Kit, 2 slotted bolts ¥ 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), Y 1 ea. 4 x 4 pressure treated wood compression member Y or 2 ea. 2 x 4 pressure treated wood compression member Y or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member Y or 1 TDE adjustable steel strut WIND ZONE I ----""- - ' Vector Dynamics Systems Required I Single Section Homes Difficult Soil Conditions `\ OtiOn ho s ems 19uide��nes'- - - Se tOr y nua { 3 �2{3 sPa t(ge°r°n ma -r 1 EXamPsho s 9eusk be to h° 1 on 0 1\lustraU d sPa6tn9 1 =♦- - - - - ads an - sit 1 dation P - - �. • , _ - ` 1 ♦� I Fours I - A tom' P .. - (D n v 0 Q) N O O V -Drive anchors are used only in WIND ZONE I (not to scale) sq. ft. pad q*- puto I iiillfflqa'110� OwN W. V% Home Length NOTE: Vector Systems should be spaced as evenly as Anchors Required is practicable along the length of the home. Pier spacing must be consistent with home rmrttbaffers' insulation Per Side' Inwuctlorts andfor state retitilrenwift 0 to 72' Maximum allowable working drag load 3 for the Vector System with the steel compression strut Is 3,150 pounds per Soil Classifications: 2, 3, the K2 Engineering test report Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': - ."V"Drive Anchor, Part Number 59269 " 4 1-1/4" frame ties w/4725 lbs. min. breaking strength.. When using "V" Drive Anchors Home Length Vector Systems Anchors Required Each Vector Foundation System requires • One•Vector Kit, 2 "V" Drive Anchors, 4 slotted bolts . Required Per Side' • 2 ea. 1-1/4 in. tie, length will vary with pier height (4725115. min. break), • 1 ea. 4 x 4 pressure treated wood compression member 0 to 72' 3 3 • or 2 ea. 2 x 4 pressure treated wood compression member 73' t0 90' 4 4 • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member (center compression member only) "V" Drive Anchor, Part Number 59269 - or 1 adjustable steel strut • 2 ea.. 22xx4 pressure treated wood for "V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the 'V" Drive Anchor connections. v O \ Metal Pier Sets ZONE I Vector Dynamics Systems Required for Single Section Homes Up to 72 ft., 1 \ (Materials Required) _ - ; _ - - n to dome ms • delines \e se0vectot systnan0al 9 `e of a en (a S%09. rgeo� � I EXamPshov4s 9 ust be to h ` ' I tion in9 m - ' \1\ust( and sPac ndati�on pads I Foo O N O O \'<cror R<r S<r Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Materials: Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73' to 90' 4 3 - Hncnor ana siammzer plate wmumduull NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. 10 CCS. CD GJ I � WIND ZONE I _ . - - - ' - or hOmemS u;de��nes Vector Dynamics Systems Required _ - - - 1e Sect% n l sys ansa\ 9 b Ve m I for Double Section Homes _ - ' ' " - - - a 2 ft d pac. g jot stat�at`On- h (Materials Required - EXamPsho s gel, be to °m mus in SP pads a - - \ 1, 0113,030 1 n Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. 0 0 �2 sq. ft. pad/ - - i AIN NOTE: Vector Systetns'should be spaced as evenly as ii. is practicable along the length of the home. Pier spacing must be consistent with home manufatxtsers' InstallsUon ln*ucU6m and/or state requirements. Soil Classifications: 2, 3, 4A, & 413, Sol[Bearing Capacity: 1,000 PSF minimum Anchors Required: None (marriage wall anchors may be required by home manufacturer) Home Length ' Vector Systems Required 0 to 48' 2 48' to 71' 3 72' to 89' 4 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut W c>� -CD WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. sq. ft. pad Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut WIND ZONE 1 Vector Dynamics Systems Required Uor rQms�ems• �uyde\fines 9 \ \ \: `` for Multi Section Homes _ - toto� ma��at - " - - � Std; 9r Via„ a, In ,, ,. \ . - " (Materials Required) ��: = _ , (Materials 189f- enera\ �o home f -%.-amp ASho,Ns 9. I \ , oU�d _ t0 M eta • � r _ _ s : \ate I \ ♦3k ._ :O VON ,. vp� l Soil Classifications: 2, 3,4A, & 48 ` ,� 9 � Soil Bearing Capacity: 1,000 PSF minimum j!At Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 `�' - - 4 L M -•rte., Homes over 48' 3 Vector Foundation Systems 0 ` \ " up to 52' Homes over 52' 4 Vector Foundation Systems 76' 0 up to _ WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. sq. ft. pad Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut WIND ZONE II (Hurricane) Vector D �inglle '- n', a'm"-_i"cs i Systems ystems ' Required equired for Section Homes%,ome mes. fCotema9U\de (Materials Required},:ovecat\onmanU \e 01 aeesfatto home EXampsoWsgbe \\\UsktaoSV'r and ads ; ' , _ = F IT ;c__ T N. CD Cn n 2i WIND ZONE II' (not to scale) nl' O Co f`? N O 0 9 sn. ft. pad ��• � u � NOTE: For single section homes 2 :.Eaves 6't or less P t with eaves that exceed 6 Inches. in Zone 2, two additional frame 4 4 tie anchors with stabilizer plates t 5 (one anchor and one plate per side) must be installed in adtiiton 6 61' to 72' to the number of anchors.listed 6 7 in the chart below... 7 7 Maximum allowable working drag load 85' to 90' 8 for the Vector System with the steel 9 compression strut is 3,150 pounds per Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems. Required Anchors Required Per Aide" :.Eaves 6't or less Eaves over 6" less than or equal to 12" 0 to 48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 Vector Systems should be spaced as evenly as. Is. . practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4pressure treated wood compression member • or 1 ea. 3-1/2+' or 4" nominal SCH 40 PVC pipe compression membe r • or 1 TDE adjustable steel Strut WIND ZONE II Vector Dynamics Systems Required - ft 9 o yme stems for Double Section Homes se d°ub;forVecOv sma n \3a; 9"tae�tne's - -� - ; (Materials Required) _ 01 a n �2g�a, spa home EXamP a °ws mist be t° ads - '�`�'� da<to�p_--'' -- ` Q--''- NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be consish manufacturers' Instructions and/or state requirement: C7 I I WIND ZONE II (not to scale) \2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required !v m Maximum allowable working drag load 4 for the Vector System with the steel rn compression strut Is 3,150 pounds per 5 the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be consish manufacturers' Instructions and/or state requirement: C7 I I WIND ZONE II (not to scale) \2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side - 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 1 8 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea -4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut WIND ZONE 2 Vector Dynamics Systems Required 3, Section Homes (Materials Required) c� CD V r n N O 3 N Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 �eLt�nvao� an I♦ - - ' t8 Ot sPacln melt - , _ I ` ♦ \ a8\QWs San trbe to hom sPscln9 mss ' l ds UndaponVa p NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as Is practicable along the' length of the home. Pier spacing must be consistent with the home Installation manual. sq. ft. pad Soil Classifications: 2, 3, 4A, & 4B Soil Bearina Capacity: 1.000 PSF minimum Materials: *Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut *Anchors Required Home Length Vector Systems Required r Side Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: *Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in. ties (4725 lb. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 46, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 413 and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. Pagq 18 California N001 MH.L-2 1. Owner's Name:/,:�4y 2. Assessor's Parcel Number: (� G �` 0 – 3. Installer's Name: 4. Is the site currently under permit? Yes[ ] No[ ] Permit No. 5. Is the site an existing site? Yes[X] No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome?Amperes. 7. What is the mobilehome site circuit breaker rating? -- Amperes. 8. What is the electrical rating of the mobilehome site? Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[)(] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ ] If yes, please identify the load and size: a) The mobile home site: Load- ) ° 'r Amperes- 6 b) The main service: Load- / 6 "7 Amperes!- 11. mperes- 11. Type of gas service at mobilehome site: Natural[ ] Propane[A None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank:y� inches. - T- 13. What is the gas pipe length from the meter or tank to the mobilehome? . (ft.). 14. What is the mobilehome gas demand? Via; ��f B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION R �¢ ��,,� May 1995 8.5 Mobilehome Manufacturer: Fv Via. Manufacture Year: If other than single wide, furnish Setup Model Number: /4 1� L= 3 6- Width: 2 w (ft.) Length: 4 L- '-7 " ft.) Tagalong or Expando Size x ) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[ ✓f Other: SUPPORTS: Concrete block[ ]'Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 e 1 Line 2 ftine ne 2 .............................................................................................. Main Beams ..............................................................................................ne 3 Line 2 e 2 Line 1 ne 2 .............................................................................................. Main Beams ne 2 1 .............................................. kine S Tag or Triple e 4 p ................. .... .................. Line 1 Piers: Size minimum: r z" 1 x r 1'+ . Spacing maximum: From ends -maximum- -2- Line Line 2 Piers: Size minimum: t z I x L Spacing maximum: �t ` From ends -maximum: -z o ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: x Each side of openings with width over: `f ` In ` Line 4 Piers: Size minimum: I I x/[ I Spacing maximum: ` From ends -maximum: ` 3VA6 _ • - 3L� X 3c G k3 0 3 l- I< 30 z y�e OVER I -SEAM AND FLOOR DIMENSIONS �- 10'- 8 ,-- T.__._lL_] e'- 0 " PORCH tij--i 33 om rp C`0 0 SUNCREST 4663G� } TOTAL LENGTH ® SECTION = 67- 0" [jil SECTION = 672- 0" 13'-6" 27,-0. 13'-6" ***** NOTE ***** DIMENSIONS FOR OPTIONAL 2X6 EXTERIOR WALLS MAIN BEAM WIT. .'ERIMETER FOOTING CONFIGL .ATIONS AND SPACING; 13 WIDE - MULTIPLE SECTIONS 70 Q ❑ p ❑ ❑ ❑ D D ❑ ❑, ❑ D ❑; PERIMETER -FOOTING 2 H n MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. i SECTION I SPAC Main Beam Size .A. i VARIES � ' SEE TABLE•.-" FOOTING CONFIGURATIONS ami ma SECTION 1500 'B' 8' 10' 12' 8' 10' 12' 2000 16' x 16' 8' x 16' 3000 8' 10' 12' SECTION O MAIN BEAM FOOTINGS � O PERIMETER FOOTINGS oncrete Pad oncrete Pad 2 x 12 x 24' g'u PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pler) from each corner of the home. These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING No. 11.481 {; ' OVAL i a. L " FA RAS 23 8" X 16" X 4" PERIMETER -FOOTING 2 H n MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. CONFIGURATION AND SPACING Main Beam Size Main Beam Size Main Beam Size a 0 m 8' 10' 12' FOOTING CONFIGURATIONS ami ma 8' 9' 9' 8' ( 10' 12' 1500 8' 9' 9' 8' 10' 12' 8' 10' 12' 2000 16' x 16' 8' x 16' 3000 8' 10' 12' 2-S 4000 1 8' 10' 12' 8' 10, 12, 8' oncrete Pad oncrete Pad 2 x 12 x 24' g'u 8' 10' 12' .°n 4000 8' 10' 12' Wood Pad ch$ 20 1000 SINGLE DOUBLE SINGLE 6'-0' 1000 DOUBLE TRIPLE DOUBLE 20 8'-0' 1500 SINGLE DOUBLE SINGLE 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 SINGLE DOUBLE SINGLE 8'-o' [TI500 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0' 24880 SINGLE DOUBLE SINGLE PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Follow that line across the table to determine the type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pler) from each corner of the home. These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to pages 13 and 14 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 17 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING No. 11.481 {; ' OVAL i a. L " FA RAS 23 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. ty u 8" X 16" X 4" CONCRETE FOOTINGS 2 H n MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. v Main Beam Size Main Beam Size Main Beam Size vo) 8' 10' 12' 8" 10' 12' 8" 10' 12" 1000 6' 6' 6' 8' 9' 9' 8' ( 10' 12' 1500 8' 9' 9' 8' 10' 12' 8' 10' 12' 2000 8' 10' 12' 8' 10' 12' 8' 10 7 2' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 1 8' 10' 12' 8' 10, 12, 8' 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. ty u 16" X 16" X 4" CONCRETE FOOTINGS r MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) n Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. _ Main Beam Size Main Beam Size Main Beam Size ,1000 8' 1 10' 1 12' 8' 1 107 12- 8- 10' 12' 1000 6' 6'8, 10' 12' 8' 10' 12- 1500 8' 9' 9' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' M1O'2000 3000 8' 10' 12' 8' 10' 12' 8' 10'7271 4000 8' 10' 12' 8' 10' 12' 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. ty u 2 X 12 X 24" WOOD FOOTINGS r n v.. MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size Main Beam Size 87T 10' 12' 8' 10' 12' 8' 10- 12- ,1000 10' 12' 1500 8' 9'-6' 9'-6' 8' 10' 12' 8' 10' 12- 2000 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 8' 10' 12' 8' 10' 12' 8' 10' 12' 4000 8' 10' 12' 8' 10' 12' 8' 10'7271 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. ty u CL 0 3 F - w w J LL U_ M 17 OR Q is , 10'-8" 1 W-2" xm 0 0 l0 O O s ® > OF tL00R� Ir.� d� 1100 t r -f � 1 r 4 1 1 I Q FAMILY PORCH ROOM t 1 ' F SINK 131.4 ,30.Fr. 123.5 SQ.".In 1 OPT 4 4 S UTILITY s 11 �� 4 � KITCHENN2 • U kmQ �` FiJR a . 11 RETREAT 4 F/5 NA111GE E 4 S 99.4 SQ.Fr. �`: ♦♦f t, OPT HAI I n ® � If 6 O Lj r 3 0, e 3 BAN GPT LIVING ROOM \ 232.3 SQ. FT. BATH 11 BEDROOM BEDROOM t2J3 i)—i SQ.fT. 6 6 6 173.6 S01T. e 1 E�CRESS e- 1 1 O % T O"--.i�.�.— T 13'-10" '—" 0 20'-3 —0 11 —4 14'-7" 24'-8" i8'-10" 8'-8" 96' Shearwall 112Sheorwall �t 3 Joists & 2 Lags 3 toms do 2 Lags W/ C—strap 1) We floor plan may be built as an exact mi or image about the lervM end/or wW% axis. 2) Egreaa wkd**) shown with lea tt o SA. ftF-wnt area mealegrea requkwrwnts through sash renww per wbukw manudactnring irdbucftw. located on the window, ' O Ilw r4sm a -wm) 1 a.o CM nolSamPNL e s 0 3Xio NR Rea. O Uaw m7m 0 Alt SUPPLY m n1M+osrnr ® Crlurro Rmws ® WWW k CMM rAN p 9mvm u 8 KO' — 9mx OermGTOR ❑ suPPoar Posr 0 000R ecu 7RVM ANt GALL APPROVED PPS Carporadon Na0m .4 812SJQZ HUD USnufAeAnd Nome Con0mcdon 6 Sdeq 8bnderd WOODLAND j 17 FLOOR PLAN W. wZ1 1 m MEL A 13'-4' 11 Wr � bac on—., e 13'.1' X • SUNCREST 4663G A CDF FIRE SAFE REQUIREMENTS 6S- Zor D3-ifig D 4it P , � !� AP# PERNUT # NAME 4 Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local • regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. ,j [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provide for in these standards, annual maintenance must be provided for by the land owner. r Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provide unobstructed access to conventional drive vehicles. Including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius . [X] [X] 1273.05 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and'additional surface width of feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100- 200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.06 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1273.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of 3 1 AP# PERMIT# NAME i. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates - [X] 1.Gate entrances shall be at least two feet wider than the roadway it serves. IN 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic 1 on that roadway. [X] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 12760..01 Setback for Structure Defensible Space • �i° 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. • [� 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements on page 3. a (� 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shalt be completed prior to completion of road construction or final inspection of a building permit. Page 2 of 3 t t 'l -f AP# 0 3-2--f/`7 PERMIT # ' Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof and Enclosed Eaves ,� ✓,D rhe L NAME [ If Building Setback is Less Than 15 Feet- Class A or B Roof with Enclosed Eaves and: Choose any 2 of the following: a - Metal. or no doors on the side toward property line with insufficient setback - Interior automatic fire sprinkler system per NFPA 13D - Glass area not to exceed 10 % of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi- Board or Plank Masonry Masonry veneer Metal • Other Butte County Fire Department approved materials Z2-03 Date �_J, Signature Page 3of3 ROVED County Env' mental Health Date T6. 6ignat 0 N AN .4 SAV- ENVII30NMENTAL HEM TH A 14 NOV 13.2003.- CHICO, CALIFORNIA CA ,,•k�l� . . 10 ' /�' we � `� SCA i ENVIRONMENTAL HEAI .TH NOV 2003 • ' `�'•.�. '�^w-�,.-_ �G �.�- .CHIC®, CALIFORNIA APPROVED 1, FT rev may. �• ENVIRONMENTAL HEALTH NUV 13 2003 CHICOI CALIFORNIA V - ca cb 44 I ButteC u"ty �fc Envir*,me tagHealth rb ENVIRONMENTAL HEALTH NUV 13 2003 CHICOI CALIFORNIA V - ca (A ql I ButteC u"ty �fc Envir*,me tagHealth ENVIRONMENTAL HEALTH NUV 13 2003 CHICOI CALIFORNIA 4 In V - ca APPROV�D I ButteC u"ty �fc Envir*,me tagHealth 4 In ENVIRONMENTAL HEALTH NOV 13 2003 CHIC®, CALIFORNIA r, �I ENVIRONMENTAL HEALTH NUV 13 2003 CHICO, CALIFORNIA m elf OX, FLEE.TWCOD,,, Suncrest Series- Madel 4663G • 3 Bedrooms. • 2 Baths • 1,692 Square Feet 0 PORCH z FAMILY ROOM 15'-8"X 12'-10" �L:lwLln%■MEM =FA •■■M■■S■■/■TAN icamm GUEST CLOSET ■■ Q OPT. DOOR OPL FIREPLACE OPT.'�-r-------7-- � . ENTERTAINMENT I / RETREAT CENTER r�■ i 112 ■i ti PLANNING DIVISION - BUILDING PLAN APPROVAL Use: 0)el Date: f Parldng:- Landscaping: Other. Signature: U . . ......... AIC- N A Aliv � Cc VA 0 S'CA r,-4 9 JI V 4, Yl -C- o P, WA '..tf T E: S-,)ethe attached Construct .9 Lo'' Wraments Pages C- A. /h F.G. P -;v FR S o OVED B.Uft ELECTRICAL, MECHANICAL, AND PL CONSTRUCTION( NOT PLAN CHECKED SHALLCOMPLY WITH CURRENT .E OF NEC, UMC AND UPC ry INC 03 plc V*% e Co AA 4f ;r.&tA 03-2ir Mc BUTTE COUNCt L: RUILDING DEPARTW-, 4.R P R 0 V Les A\,l 16 gj-,qkr AAA Fz a ci pLAV. 1 C A,4 C-7 z s. 4 C/o mm AF- MAGa- gS9S 9, /n A AF . . . ......... 5. cr C yo 47- C/.0 I vv /i A Tk, P%'o Z IV L BUTTE COUNI'Y' qUILDING DEPARTME,,�- p p R 0 v F.— AOVCE& A X s CA � /. " -- / 4"r-/.// Y 5C.4 Lc T BUTT COUN i UILDiNG DEPART'ME..� pR0vF- u /'f'C-A j I R C� Avf x a a• kjl BUILDING DEPARTMC; g} SCwC'k1 f aIP- )O A VA j X d � RA#G A �n,C�C� cJR�wn,'� SC-RFVGs r �1 • ALL STRUCTURES AND EQUIPMEN-P INCLUDING--- = , `` - -- OVERHANGS SHALL BE CLEAR OF �►LL EASEMENTS. T- �J„y�,C .J '�. A SET BACK OF FROM THE SIDE .AN �. ;.� 6?4 FROM THE REAR PROPERTY LINES AND `� 44 ?'A' �iC `1” :•� i � -., : ;CILE*AOF�' , FROM THE ROAD CENTERLINE SHALLBE �_ -STRUCTURES AND E-QUIPMENT �XC�f�i A 2 FT. SAVE OVERHANG. S'CA 46/lb - 'v IEWED BY. i BUj' Qd: FIRE DEPT. CALIF. DEPT �.I=�)P STRY i [ approved as sobm I LTIapproved with conditions` ` _ or attache pet. •2 O / .-:...!tip .c,x.,e-., Jam' A16 R ADat Signature - � � d� �-...........,_.....�..,.�..._...�.. A.4 { Jap ELECTRICAL, MECHANIC AN U CONSTRUCTION (. NOT ' LAN ECK SHALLCOMPLY WITH URR � . EDI?1 OF NEC, UMC AND VPC / }•j � /;D x a.�f lzo • �• : J ,��te facha'd .. .� ents v. Pages f - i cT ;jcr� /P.w(,� Q P OVED �� I ButteVEj I 10, •-- G Pt CS %e%plg �DlQ1 �;wC- R, w -v cc le � waw CO. �Za **mek BUTTE COUN 03�Z -(01 �� H O M E S 26 i PORCH' 10'-8" Xy-O" — F OR -8" RETREAT 10'-2" X 9'-6" oz W C� Suncrest -Series. Model. 4663G 3 Bedrooms • 2 Baths • 1`,692 Square Feet 0 0 0 N J ' z FAMILY ROOM r 15'-8"X 12'-10" OPT. FIREPLACE -- OPL ��-rZ----7-- ENTERTAINMENT 1 / I CENTER 1---/ 1 ,I MA5TER BEDROOM urnucv 13'-6" X 12'-10" 1 F 9 _GUEST_ CLOSET 11 M OPT. D/IW GABLE DORMER LIVINO ROOM 19, x 12 1U" C, OU C1 CU . ■ ■ _ _yy_y. ' ra■ii � � ENTRANCE {Aj c FL -O.0, 43 7A I HER RIVER BLVD. QROV!LLE, CA95965 (5 0) 5v-3�C1 -� j SU/17/JUL01 DINING AREA ,W -7"X 12'-10" v RM 0 oT _. _'r R /% Z I PLANT Z SHELF 1 ABOVE O ~ - 0 1a-10- x ie-mr BEDROOM #3 .10'40"X 12'-10" Environmental Health J U L 3 1 2003 Chico, CA APPROVED Butte oUnty h*UTWAdNewth I 11V4 Rn 17 ow -4 Ig XV to oel kv MANNING (T)f 1,;10NUlLI NG PLAN APPRO Use: L, VA L 0 11461 bak, Parift: --, other" ?® b. A. ALL CONSTRUCTION MAXERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AM REGULATIONS OF'FqB CALIFORNIA BUILDING CODE, 2001 EDITION, AS AMENDED BY THE COUNTY OF BUTTE, CALIFORNIA. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 3. MANUFACTURED MATERIALS SHALLOEE APPROVED By THE CHECKING AGENCY PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. 4. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN DIMENSIONED POINT OR MEMBERS. 5. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURK THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCT[ON EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL EN0114EER SHALL NOT INCLUDE INSPECTION Or- THE ABOVE ITEMS. 6. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETA(LED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER. WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6 INCHES NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 7. SPECIFICATIONS, CODES,AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS OTHERWISE NOTED. MATERIAL 'SPECIFICATIONS ARE ASTM LATEST EDITION. 8. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. I. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318 AND ACI 301, WITH MODIFICATIONS AS NOTED IN THE CONTRACT DOCUMENTS. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM 0-150 TYPE I OR TYPE 11. 3. COARSE AND FINE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33, 4. WATER SHALL BE CLEAR AND SHALL CONFORM TO ASTM C-94. 5. CONCRETE STRENGTHS SHALL BE VERIFIED BY 284.)AY CYLINDER TESTS, UNLESS OTHERWISE APPROVED. CONCRETE SHALL BE AS FOLLOWS: ELEMENT STRENGTH PSI CONCRETE TYPE FOOTINGS .2,500 NORMAL WT 5. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN CAST -IN-PLACE CONCRETE: CONCRETE COVER (MINIMUM) A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER - #6 THROUGH #18 BARS 2" 95 BAR, W31 OR D31 WIRE, AND SMALLERI 1/2" ozo� j,wj - F w - tp r foot,""? i;pq -zx to h%eolk PAW, 4TON01 4y PF pI b rAM (6) moval -ow-m wa-Lo OWNER / APPLICANT A- R C H I T E C T A r t N e m b r o w s k Thomps®n Design Associates 15027 TREY PINE RD, 90 Adams Avenue M A G L I A M i I I V a I I e y C A', 9 5 9 4 5 C A 9 4 9 4 1 Phone. 530-873-2787 Phone:41 5.3839630 STRUCTURAL ENGINEER JMN Consulting Engineers, PLLC t��ne/� '�=1319 Dexter Avenue N _j Suite 295 < S e a t f I e W A 9 8 1 0 9 Phone: 206.-281-076.7 I SEE ATTACHED -7 I IANDRAIL AND GUARDRAIL HANDOUTS ......... 4- o4- `_4 � A v Fit Ir � A I 1 215.06 PERMIT APPLICATION SCT SIO D 5. NOTA:FIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, AND 8D @ 12" O.C. AT INTERMEDIATE BEARING POINTS. OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF STRONG -TIE B. FLOOR: IOD @ 6" O.C. AT SHEET EDGES 1. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLB CONNECTORS MANUFACTURED BY THE SIMPSON COMPANY. EQUIVALENT STANDARD GRADING AND DRESSING RULES FOR WEST COAST LUMBER NO. 16, DEVICES BY OTHE R MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THAT IOD @ 10" O.C. AT INTERMEDIATE BEARING POINTS.. LATEST EDITION. UNLESS OTHERWISE NOTED ON THE DRAWINGS, LUMBER THEY HAVE ICBG APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES AND C. WALLS: 8D @ 6" O.C. AT EDGES GRADES SHALL BE AS FOLLOWS: ARE REVIEWED BY THE STRUCTURAL ENGINEER. 8D @ 12" O.C. AT INTERMEDIATE BEARING POINTS. A. JOISTS: 2" AND T' THICKNESS, HIM FIRNO. 1. 6, AT SAWN TIMBER JOISTS WITH THICKNESS -TO -DEPTH RATIO OF 1:6 AND GREATER, PROVIDE CROSS -BRIDGING AT 8'0" O.C. AND SOLID BLOCKING AT BEARING PLYWOOD AND WOOD -BASED STRUCTURAL -USE PANELS USED FOR WALL B. BEAMS AND STRINGERS: DOUGLAS FIR NO. 1. 1?0INTS. SHEATHING 911A I -L HAVE SOLID BLOCKING AT ALL EDGES. C. POST AND TIMBERS: DOUGLAS FiR. NO. 1. 7. ALLVWOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO OD. MACHINE APPLIED NAILING IS SUBJECT TO A SATISFACTORY DEMONSTRATION AND THE MINIMUM STANDARDS OF THE GOVERNING CODE. THE APPROVAL OF THE CHECKING AGENCY AND THE ARCHITECT. NAIL HEADS D. PLATES AND MISCELLANEOUS LIGHT FRAMING: HEM FIR STANDARD. SHALL NOT PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A 8. ALL BEARING AND EXTERIOR STUD WALLS SHALL BE 3X4 @ 16" d.C. BELOW SECOND HAND HAMMER. EDGE DISTANCES SHALL BE MAINTAINED. SHINERS SCALL BE REMOVED AND REPLACED. THE APPROVAL IS SUBJECT TO CONTINUED E. STUDS. HEM FIR STUD. FLOOR AND 2A4 @ 16" O.tl ELSEWHERE, UNLESS OTHERWISE NOTED. SATISFACTORY PERFORMANCE. MACHINE APPLIED NAILING ONLY ON PLYWOOD SITE PLAN, PLAN, ELEVATIONS 2. MINIMUM NAILING REQUIREMENTS:9. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHTS AND AT INTERVALS NOT GREATER THAN 5/16". SECTION & DETAILS 70 EXCEED 8 FEET OF ALL STUD -]SEARING WALLS OVER 8 FEET IN HEIGHT, UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL CONFORM TO THE 21. GLUED LAMINATED MEMBERS: BUTTE COUNTY GOVERNING CODE AND AS FOLLOWS: 10. SEE ,ARCHITECTURAL DRAWINGS FOR LOCATIONS OF INTERIOR NONBEARING STUD BUILDING [)IV,,,* )PARTITIONS FOR LOCATION AND SIZE OF OPENINGS IN STUD WALLS, AND FOR A. ALL GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN ACCORDANCE w 11 11"! A. JOISTS OR RAFTERS TO SIDES OF STUDS 8 -INCH OR LESS 3-16D ALL WALL FINISH DETAILS. WITH AITC 110, AITC 117 AND ANSI/AITC A 190.1. EACH MEMBER SHALL APPROVE:() BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY B. FOR EACH ADDITIONAL 4 -INCH IN DEPTH OF JOISTS 1-16D 11. ALL CANIS AND CRICKETS SHALL BE PLACED OVER BASIC ROOF SHEATHING. SEE AITC CERTIFICATE OF CONFORMANCE. FA )ARCHITECTURAL DRAWINGS FOR DETAILS AND LOCATIONS. C. JOISTS OR RAFTERS AT ALL BEARINGS - TOENAILS EACH SIDE 2-101) B. USE EXTERIOR TYPE ADHESIVES. yr3111 D. STUDS TO BEARING - TOENAILS EACH SIDE 2-101) 12. ALL, WOOD STUD WALL SILL PLATES SHALL BE ATTACHED TO CONCRETE OR C. CBEAMS SHALL BE INDUSTRIAL APPEARANCE GRADE. IMASONRY WITH 1/2 -INCH DIAMETER ANCHOR BOLTS AT 48- O.C., UNLESS ASSESSORS PA'RCEL # E. BLOCKING BETWEEN JOISTS OR RAFTERS. 40THERWISE NOTED. D. ALL BEAMS SHALL BE DOUGLAS FIR, COMBINATION 24F -V8, FB --2400 PSI, To JOIST OR RAFTERS - TOENAILS EACH SIDE EACH END 2-101) 13. ALL, WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD 0 6 5 .4 2 0 a 0 2 8 o 0 0 0 TO JOIST OR RAFTER BEARINGS - TOENAILS EACH SIDE 2-101) ]FRAMING BELOW WITH 16D NAILS ATG O.C. STAGGERED UNLESS SHOWN E. CAMBER ALL GLU-LAM BEAMS 2,000 FOOT RADIUS UNLESS SHOWN 40THERWISE. OTHERWISE. .F. CROSS -BRIDGING BETWEEN JOISTS OR RAFTERS TOENAILS EACH END 2-81) 14. FAS*TEN ALL POSTS TO CONCRETE WITH "CB" COLUMN BASE OR EQUAL. F. THE GLUED -LAMINATED WOOD FABRICATOR SHALL FURNISH SHOP. DRAWINGS FOR THE ARCHITECTS REVIEW BEFORE FABRICATION. 'Aji G. BLOCKING BETWEEN STUDS - TOENAILS EACH END 2-101)15. ALL, WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR ]MASONRY SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE IN 22. STRUCTURAL COMPOSITE LUMBER AS MANUFACTURED BY TRUE JOIST OF BOISE, H. DOUBLE TOP PLATES - LOWER PLATE TO TOP OF STUD 2-16D ACCORDANCE WITH AWPS-FDN, AND BEAR THAT QUALITY MARK. IDAHO: J. UPPER TO LOWER PLATE - STAGGERED 16D @ 16" O.C. 16. PROVIDE STANDARD CUT WASHERS UNDER ALL BOLTS HEADS AND NUTS IN A. TIMBERSTRANDOD LAMINATED STRAND LUMBER (LSL) K. MULTIPLE JOISTS -STAGGERED 16D 0 12" O.C. (CONTACT WITH WOOD. B. PARALLAM0 PARALLEL STRAND LUMBER (PSL) 17. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U" SERIES METAL L. MULTIPLE JOISTS JOIST HANGERS TO SUIT THE, JOIST SIZE.. C. MICROLTLAM® LAMINATED VENEER LUMBER (LVL) NOO STAGGER FOR WIDTHS MORE THAN 4 INCHES 16D @ 12" O.C. 18. ALL, PLYWOOD SHALL BE DOUGLAS FIR, STRUCTURAL I AND SHALL CONFORM TO APA S. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED IC -D INTERIOR GRADE WITH EXTERIOR GLUE, WITH UBC STANDARD 23-2 AND No21 , 16-1 Willf 161) SPIKES AT 12". O.C. STAGGERED, NUN. 'WITH PRODUCT STANDARD PSI. WOOD-BASED'STRuCTORAt-um PANELS SHALL EXP. 9 V -1e, Aci ICONFORM WITH UBC STANDARD 23-3 AND WITH PRODUCT STANDARD PS2. TYPE 4. ALL NAILS SHALL BE COMMON WIRE NAILS. WHENEVER POSSIBLE, NAILS DRIVEN V� AND THICKNESS SHALL BE AS SPECIFIED ON THE PLANS. PERPENDICULAR TO THE GRAIN SHALL BE USED. THERE SHALL BE A MINIMUM' - OF 2 NAILS AT ALL WOOD CONTAr-I'S ANDIOINTS USING 8D NAILS FOR I -INCH THICK MATERIAL, 16D NAILS FOR 24NCH THICK MATERIAL, AND 40,1) NAILS FOR 3- 19. PLYWOOD NAILING, USE UNLESS OTHERWISE NOTED: Of CA0 INCH THICK MATERIAL. ALL CONTINUOUS CONTACTS PROVIDE- MINIMUM NAILSA. ROOF: , IID @ 6" O.C. AT SHEET EDGES: AT 12" O.C. WITH NAIL SIZES AS CALLED ABOVE. ME111 If • A4----- -._-._...______._._� ' 15027 T R E Y PINE R AD 1 11V4 Sa!/A r //d D T T i . tiwi Ing/jl�A j C I� If 11 4. �m ®d d+, (J/ , {' l- �� •d�$�tt , o p y',..\.,z .. ® 9 O !. + O O O d O 1 3 >�a ` �� , L:.._ _,,.... a _._...-..._._.._ ISE APP LICT ® Apt Ner�1br®vvsl6 ®� ?�n / -� ,,,, �� l Thompson Design Associates '111 �® ' R¢� 15027 TOREY PINE 90 Adams Avenue - 'X7 + _ b X 10 C -rut L M A L I A d ' _ l 9 a Ph®ne:530-573-2757 Phone.415e SS -9630 I STRUCTURALEN NEER IN JMN Consulting Engineers, PLLC �a ��° *,.c� �c�ar a• 1319 Dexter Avenue N f E \ Sulu 295 4 On 'I Phone, 206-251-0767 .a PP. WWI r� ® Y a1 k JJ § a t ti a i �7. t ,Y°V ® d4 CNS �_j . • �� e , . �mv e 1 pe'JAr` 'n�q A I e+a t n as F j I '�. ,.__..¢'1a® : 4d'g��6 �.-�... ..R 9 e^�}�y 4�� bsa /rte► al^ba*J Y.,�,.✓%hl ,:r + •�,� Yp �. `� ju kis' / p j`'"•.-:..,o�`.� :{�f WIS-y{) 4 -• ..' `ti �.,,, ., 1� �Q� Af : r + i 1 ..,.-_--.� M on �<y . tl W �... ^.-_ r �46` B ! d✓S T j '1 49 , 0 7 a O j •,\ '°`'"'"j•'a,,, .....� I ,.gln 2 2 a .c an J�mow, ......-.....,_.... _ s.,.. ,w ...,.....,......,A....°.,:.�.,...K.�..- *p-...,,o-<.q,•�»...,,..,.� ,.nw. _...�» � ''+.a.,.�... � iia r t 1 ,' b r, PF4 POOH7TI I �� e�7. IN IPA< NN • 111 � .._... ....., _ .-_... n 'e. ----� E WINC OTN6 NO ®ATE ISSUES AND REVISIONS 6Y- CHEC 1 ,15.06 PERMIT APPLICATION] SCT MWD 5.' NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, AND 80 @ 12" O.C. AT INTERMEDIATE BEARING POINTS.. L ALL CONSTRUCTION MATERIALS AND WORKMANSHIP NSHIP SHALL CONFORM TO THE 1, ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE 'BUILDING CODE F M] L ER SHALL BE RADED ND O F RMANCE I H OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF STRONG -TIE ] R.A.. NG UMB G A MARKED IN C N O W T WCLB CONNECTORS MANUFACTURED BY THE SIMPSON COMPANY. EQUIVALENT B. FLOOR: IOD @ 611 O.C. AT SHEET EDGES REQUiJRE " TS OF TI3E DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REQUIREMENTS POR REINFORCED CONCRETE' ACI 318 AND ACI 301, WITH STANDARD GRADING AND DRESSING RULES FOR WEST COAST LUMBER NO. 16, „ REGULATIONS OF THE CALIFORNIA BUILDING CODE, 2001 EDITION, AS ED BY THE MODIFICATIONS AS NOTED IN THE CONTRACT DOCUMENTS. LATEST EDITION. UNLESS OTHERWISE NOTED ON THE DRAWINGS, LUMBER 1�EVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED [JTED PROVIDED THAT IOD @ 10 O.C. AT INTERMEDIATE BEARING POINTS.. - T 11EY HAVE ICBO APPROVALFOR EQUAL OR GREATER LOAD CAPACITIES AND COUNTY OF BUTTE, CALIFORNIA. GRADES SHALL BE AS FOLLOWS: ARE REVIEWED BY THE STRUCTURAL ENGINEER C. WALLS: 8D @ 611 O.C. AT EDGES 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 TYPE I OR TYPE Il. -`- 8D @ 12" O.C. AT INTERMEDIATE BEARING POINTS]. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE A. JOISTS: 2°' AND 3" THICKNESS, HEM FIRNO. 1. 6,. AT SAiWN TIMBER JOISTS WITI•I 1'HICKNESS�TO-DEPTH RATIO OF I:G AND GREATER, - ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 3, COARSE AND FINE AGGREGATE FOR',NORMAL WEIGHT CONCRETE SHALL CONFORM TO PROVIDE M CR JOISTSflWITH AT 810" O.C. AND SOLID BLOCKING AT BEARING PLYWOOD AND WOOD -BASED STRUCTURAL -USE PANELS USED FOR WALL ASTM C-33. B. BEAMS ARID STRINGERS: DOUGLAS FIR NO. 1• POINTS. SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. 3. MANUFACTURED MATERIALS L BE APPROVED BY THE CHECKING AGENCY PRIOR TO ', THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. 4. WATER SHALL BE CLEAR AND SHALIL CONFORM TO ASTM Cm94. - C. POST AND TIMBERS: DOUGLAS FIR NO. fl. 2.0^ MA o � CHINE APPLIED NAILING IS SUBJECT TO A SATISFACTORY DEMONSTRATIION AND 4, FRAMING MEMBERS WHICH ARE NOT DIMENSIONED"SHALL BE EQUALLY SPACED BETWEEN 7. ALL W1001� FRAMING DETAILS N171 SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE GOVERNING CODE. THE APPROVAL OF THE CHECKING AGENCY AND THE ARCHITECT. NAIL TREADS DflMENSIOIotED POINI' OR MEMBERS, 5. CONCRETE STRENGTHS SHALE. BE VIERIFIED BY 28 -DAY CYLINDER TESTS, UNLESS D. PLATES AND MISCELLANEOUS LIGHT FRAMING: ITEM FIR STANDARD. SHALL NOT PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A OTHERWISE APPROVED. CONCRETE SHALL BE AS FOLLOWS: 8. ALL HEARING AND EXTERIOR STID WALLS SHALL BE 3X4 @ 16" O.C. BELOW SECOND HAND HAMMER. EDGE DISTANCES SHALL BE MAINTAINED. SHINERS SHALL BE 5. THE CONTRACT HEDOCUMENTSETD REPRESENT THE FINISHED STRUCTURE, THEY DO NOT E. STUDS: HEM FIR STUD. FLOOR AND 2314 @ 16" O.C. I?4SEWHERE, UNLESS OTHERWISE NO'T'ED. REMOVED AND REPLACED. THE APPROVAL IS SUBJECT TO CONTINUED INDICATE THE METHOD OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ALL ELEMENT STRENGTH PSI CONCRETE TYPE SATISFACTORY PERFORMANCE. MACHINE APPLIED NAILING ONLY ON PLYWOOD S I T E PLAN , PLAN, E L g T I I MEASURES NECESSARY D PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH 2. MINIMUM NAILING REQUIREMENTS: 9. PROVIIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHTS AND AT INTERVALS NOT GREATER THAN 5/16". MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO; BRACING, SHORING FOR LOADS FOOTINGS ' 2,500 NORMAL WT T O EXCEED s FEET OF ALL STUD -BEARING WALLS OVER 8 FEET IN HEIGHT. flT. SECTION DETAILS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL CONFORM TO THE 21. GLdIED LAMINATED MEMBERS: STRUCTURALENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 5, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR GOVERNING CODE AND AS FOLLOWS: I0. SEE 'ARCHITECTURAL DRAWINGS FOR.. LOCATIONS OF INTERIOR NONBEARING STUD REINFORCEMENT PLACED IN CAST -IN-PLACE CONCRETE: PARTITIONS FOR LOCATIONAND SIZE OF OPENINGS IN STUD WALLS, AND FOR Ae ALL GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN ACCORIDANCE 6. OPENINGS, POCKETS, ETC. SHALL NOT ST PLACED L STRUCTURAL MEMBERS UNLESS A. JOISTS OR RAFTERS TO SIDES OF STUDS 8 -INCH OR LESS 3-16D ALL WALL FINISH DETAILS. WITH AITC 110, AITC 117 AND ANSI/AITC A190.1. EACH MEMBER SMALL z,• ; SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL. CONCRETE BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIIED BY ENGINEER DRAWINGS BY OTHERS SHOW OPENINGS; POCKETS, ETC., LARGER COVER B. FOR EACH ADDITIONAL 4 -INCH IN DEPTH OF JOISTS 1-161) 11. ALL (CANTS AND CRICKETS SNAIL BE PLACED OVER BASIC ROOF SHEATHING. SEE A1TC CERTIFICATE OF CONFORMANCE. a •uE. 6 INCHES NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH LOCATED %N IMINIMUMa STRUCTURAL MEMBERS. ARCHITECTURAL DRAWINGSFOR DETAILS AND LOCATIONS, ; C. JOISTS OR RAFTER'S AT ALL BEARINGS - TOENAILS EACH SIDE 2-101) B. USE EXTERIOR TYPE ADHESIVES. A. CONCRETE CAST AGAINST AND PERMANENTLY 7. SPECIFICATIONS, CODES, AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS SHALL 12. ALL (WOOD STUD WALL SILL PLATES SHALL BE ATTACHED TO CONCRETE OR BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLE UNLESS OTHERWISE EXPOSED TO EARTH 311 D. STUDS TO BEARING m TOENAILS EACH SIDE 2-flOD MASONRY WITH 1/2 -INCH DI4METER ANCHOR BOLTS AT 4811 O.C., UNLESS C. BEAMS SHALL BE INDUSTRIAL APPEARANCE GRADE. NOTED. NIATET2IAL SPECIFICATIONS ARE ASTM LATEST EDITION. B. CONCRETE EXPOSED TO EAR6TH OR WEATHER: E. BLOCKING BETWEEN JOISTS OR RAFTERS: OTHERWISE NOTED. D. ALL BEAMS SHALL BE DOUGLAS FIR, COMBINATION 24F -V8, FB --2400 PSI. ASSESS R S PA -RC E L #6 THROUGH 918 BARS 2"' TO JOIST OR RAFTERS - TOENAILS EACH SIDE EACH END 2-101) 8. CONTRACTOR ALC PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND #5 BAR, W31 OR D31 WIRE, A1ND SMALLER] 1/211 TO JOIST OR RAFTER BEARINGS - TOENAILS EACH SIDE 2-1 OD 13. ALL iWOOD STUD WALLS SHALLRAVE LOWER WOOD PLATE ATTACHED TO WOOD STRUCTURAL COMPONENTS ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN FRAMING BELOW WITH 16DRAILS AT 6" O.C. STAGGERED UNLESS SHOWN E. CAMBER ALL GLU-LAM BEAMS 2,000 -FOOT RADIUS UNLESS SHOWN O 6 5 , 4 2 0 • O 2 o 0 0 ACCORDANCE WITH 'THE PLANS. F. CROSS -BRIDGING BETWEEN JOISTS OR RAFTERS OITHERWISE. OTHERWISE. TOENAILS EACH END 2-81) 14. FASTEN ALL POSTS TO CONCRETE WITH "CB" COLUMN BASE OR EQUAL. F. THE GLUED -LAMINATED WOOD FABRICATOR SHALL FURNISH SHOP' DRAWINGS FOR THE ARCHITECT'S REVIEW BEFORE FABRICATION, Y a a a • r a 8 a a s ®' 9 0 a • 0 a a t! a R • f a �:+ 1 G. BLOCKING BETWEEN STUDS a TOENAILS EACH END 2-I0D 15. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR a s e a •' e a a- a - a s e a e a n' a MASONRY SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE IN 22• STRUCTURAL COMPOSITE LUMBER AS MANUFACTURED BY TRUS JOIST OF BOISE, dire H. DOUBLE TOP PLATES ®LOWER PLATE TO TOP OF STUD 2�16D ACCORDANCE WITH AWPS-FDN, AND BEAR THAT QUALITY MARK. IDAHO: J. UPPER TO LOWER PLATE -• STAGGERED 16D @ 16" O.C. 16. PROVIDE STANDARD CUT WASHERS UNDER ALL BOLTS HEADS AND NUTS IN A. TIMBERSTRANDO LAMINATED STRAND LUMBER (LSL) CONTACT WITH WOOD. K. MULTIPLE JOISTS -STAGGERED 161) 12" 0. E. PARALLAM® PARALLEL STRAND LUMBER (PSL)MESS 17. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMSWITH"U" SERIES' METAL L. MULTIPLE JOISTS JOIST HANGERS TO SUIT THE JOIST SIZE. C. MICROLLAM© LAMINATED VENEER LUMBER (I.VL) � d j' � ' • STAGGER FOR WIDTHS MORE THAN 4 INCHES I6D @ 12"' O.C. r ' Z. ' 04) 18. ALL PLYWOOD SHALL BE DOUGLAS FIR, STRUCTURAL I AND SHALL CONFORM TO APA { 3. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED a No. 2 21 �77 C•. -D INTERIOR GRADE WITH EXTERIOR GLUE, WITH.UBC STANDARD 23-2 AND L;, P. j�� WITH I6I) SPIKES AT I2" O.C. STAGGERED, MIN. WITH PRODUCT STANDARD PSI. WOOD -BASED STRUCTURAL -USE PANELS SHALL' 4. ALL NAILS SHALL BE COMMON WIRE NAIL$. WHENEVER POSSIBLE, NAILS DRIVEN .'' , .' C(ONTORM WITH UBC STANDARD 23-3 ARID WITH PRODUCE' STANDARD PS2. TYPE � � � � r Am � AIND THICKNESS SHALL BE AS SPECIFIED ON THE PLANS. � PERPENDICULAR TO THE GRAIN SHALL BE USED. THERE SHALL BE A MINIMUM' SICU % ✓," OF 2 NAILS AT ALL WOOD CONTACTS AND JOINTS USING 81) NAILS TOIL 1 INCHTHICK 19. PLYWOOD NAILING, USE UNLESS OTHERWISE NOTED: INCH THCKEMATE 16D NAILS ALL CONTINUOUS US CIONTACTS PROVIDE, MINIMUM NAILS Q ^✓Li�� AT 1211 O.C. WITH NAIL SIZES AS GALLED ABOVE. A:. ROOF: $D 6" O.C. AT SHEET EDGES: ! � a • Y e ® a s W 0 0 '7- 40 Writi-20 IVY vt SHVIfIl -zx to M*611:� r7f MICIP01 I a P h 0' n e: 530-873-2787 Phone: .415.388-9630 STRUCTURAL ENGINEER ny J Con, sulfing Engineers, PLIC 1319 Dexter Avenue N gAlao 0 3-J, N, 31 1 A I N fl 0, 3 1 Suite 295 yw TH S Iq S e a i t e 1OR E, f d W A 9 8 1 0 9 RINNONIAN3. Phone: 206-281 -0767 ke i r1c 11)( 1 til W c lu r�j I r 1(/ t 4o eoV,.? �i 0 + pr ew-< fw6TpA5, V�l Zoe ry APPROVED Butte County En r mental Heal To 4)0f F0 P, afe 7 7 L op I 7*14F I nVY + Q 0oo ra GE ft RALNQTES CftN_OLTE, D UMING CLIPS, . JOIST HANGERS, AICD wg126 O.C. AT INTERMEDIATE BEARING POINTS. 5. NOTATIONS ON DRAWINGS RELATING TO Ff OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF STRONG -TIE Y. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1. ALL CONCRETE CONSTRUCTION SHALL CONFORMTO THEBMDING CODE 1. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLB C014NECTORS MANUFACTURED BY THE, SIMPSON COMPANY. EQUIVALENT B. FLOOR: IOD @ 6" O.C. AT SHEET EDGES REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 AND ACT 301, WITH STANDARD GRADING AND DRESSING RULES FOR WEST COAST LUMBER NO. 16,IOD @ 10" O.C. AT INTERMEDIATE BEARING POINTS. DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDEDTHAT REGULATIONS OF THE CALIFORNIA BUILDING CODE, 2001 EDITION, AS AMENDED BY THE MODIFICATIONS AS NOTED IN THE CONTRACT DOCUMENTS. LATEST EDITION. UNLESS OTHERWI'3E NOTED ON THE DRAWINGS, LUMBER THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES AND COUNTY OF BUTTE, CALIFORNIA. GRADES SHALL BE AS FOLLOWS: ARE REVIEWED BY THE STRUCTURAL ENGINEER. C. WALLS: 8D @ 6" O.C. AT EDGES 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 TYPE I OR TYPE 11. 81) @ 12" O.C. AT INTERMEDIATE BEARING POINTS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE A. JOISTS: 2" AND T' THICKNESS, REM FIR NO. 1. 6. AT SAWN TIMBER JOISTS WITH THICKNESS -TO -DEPTH RATIO OF 1:6 AND GREATER, ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 3. COARSE AND FINE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO PROVIDE CROSS -BRIDGING AT 8'. 0" O.C. AND SOLID BLOCKING AT BEARING PLYWOOD AND WOOD -BASED STRUCTURAL -USE PANELS USED FOR WALL ASTM C-33. M BEAMS AND STRINGEPS: DOUGLAS FIR NO. 1. POINTS. SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. 3. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE CHECKING AGENCY PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. 4. WATER SHALL BE CLEAR AND SHALL CONFORM TO ASTM C-94. C. POST AND TIMBERS: DOUGLAS FIR NO. 1. 7. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO 2rO. MACHINE APPLIED NAILING IS SUBJECT TO A SATISFACTORY DEMONSTRATION AND 4. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN THE MINIMUM STANDARDS OF THE GOVERNING CODE. THE APPROVAL or THE CHECKING AGENCY AND THE ARCHITECT. NAIL HEADS SHALL NOT PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A DIMENS1014ED POINT OR MEMBERS. 5. CONCRETE STRENGTHS SHALL BE VERIFIED BY 28 -DAY CYLINDER TESTS, UNLESS D. PLATES AND MISCELLANEOUS LIGHT FRAMING: HEM FIR STANDARD. OTHERWISE APPROVED. CONCRETE SHALL BE AS FOLLOWS: 8. ALL BEARING AND EXTERIOR STUD WALLS SHALL BE 3X4 @ 16" O.C. BELOW SECOND HAND HAMMER. EDGE DISTANCES SHALL BE MAINTAINED. SHINERS SHALL BE 5. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT REMOVED AND REPLACED. THE APPROVAL IS SUBJECT TO CONTINUED E. STUDS: HEM FIR STUD. FLOOR AND 2N4 @ 16" 6.b. ELSEWHERE, UNLESS OTHERWISE NOTED. INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL STRENGTHONCRETE DME SATISFACTORY PERFORMANCE. MACHINE APPLIED NAILING ONLY ON PLYWOOD ELEMENT PSI C & MEASURES NECESSARY To PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH --- - 2. MINIMUM NAILING REQUIREMENTS: 9. PROVIDE C014TINUOUS SOLID BLOCKING AT MID -HEIGHTS AND AT INTERVALS NOT GREATE R THAN 5116". MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS FOOTINGS 2,500 NORMAL WT TO EXCEED 8 FEET OF ALL STUD -BEARING WALLS OVER 8 FEET IN HEIGHT, DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE 13Y THE UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL CONFORM TO THE 21. GLUED LAMINATED MEMBERS: STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION Or THE ABOVE ITEMS, 5. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR GOVERNING CODE AND AS FOLLOWS: 10. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF INTERIOR NONBEARING STUD A. ALL GLUED LAMINATED MEMBERS SHALL BE FABRICA 114 . ACCORDANCE 6. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS REINFORCEMENT PLACED IN CAST -IN-PLACE CONCRETE- A. JOISTS OR RAFTERS TO SIDES OF STUDS 8 -INCH OR LESS 3-16D PARTITIONS FOR LOCATION AND SIZE OF OPENINGS IN STUD WALLS, AND FOR WITH AITC 110, AITC 117 AND ANSI/AITC A10.1 EACH MEMBER SHALL ALL WALL FINISH DETAILS. SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE S, TRUCTURALCONCRETE BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN COVER B. FOR EACH ADDITIONAL 4 -INCH IN DEPTH OF JOISTS 1-16D11ALL CANTS AND CRICKETS SHALL BE PLACED OVER BASIC ROOF SHEATHING. SEE AITC CERTIFICATE OF CONFORMANCE. P. bD ,6 INCHES NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN (MrNIMUARCHITECTURAL DRAWINGS FOR DETAILS AND LOCATIONS. STRUCTURAL MEMBERS. C. JOISTS OR RAFTERS AT ALL BEARINGS - TOENAILS EACH SIDE 2-161) B. USE EXTERIOR TYPE ADHESIVES. 7. SPECIFICATIONS, CODES, AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS SHALL A. CONCRETE CAST AGAINST AND PERMANENTLY 12. ALL WOOD STUD WALL SILL PLATES SHALL BE ATTACHED TO CONCRETE OR C. BEAMS SHALL BE INDUSTRIAL APPEARANCE GRADE. BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS OTHERWISE EXPOSED TO EARTH 3' D. STUDS TO BEARING - TOENAILS EACH SIDE 2-101) MASONRY WITH 1/2 -INCH DIAMETER ANCHOR BOLTS AT 48" O.C., UNLESS NOTED. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. B. CONCRETE EXPOSED TO EARTH OR WEATHER: E. BLOCKING BETWEEN JOISTS OR RAFTERS: OTHERWISE NOTED. D. ALL BEAMS SHALL BE DOUGLAS FIR, COMBINATION 24F -V8, FB --2400 PSI. #6 THROUGH #18 BARS 2" To JOIST OR RAFTERS - TOENAILS EACH SIDE EACH END 2-101) 13. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD 8. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND #5 BAR, W31 OR D31 WIRE, AND SMALLERI M21' TO JOIST OR RAFTER BEARINGS - TOENAILS EACH SIDE 2-101) E. CAMBER ALL GLU-LAM BEAMS 2,000 -FOOT RADIUS UNLESS SHOWN FRAMING BELOW WITH 16D NAILS At 6" O.C. STAGGERED, UNLESS SHOWN STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN OTHERWISE. ACCORDANCE WITH THE PLANS. OTHERWISE. F. CROSS -BRIDGING BETWEEN JOISTS OR RAFTERS TOENAILS EACH END 2-81) 14. FASTEN ALL POSTS TO CONCRETE WITH "CB"COLUMN BASE (OR EQUAL. F. THE GLUED -LAMINATED WOOD FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR THE ARCHITECT'S REVIEW BEFORE FABRICATION, G. BLOCKING BETWEEN STUDS - TOENAILS EACH END 2-101) 15. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE IN 22. STRUCTURAL COMPOSITE LUMBER AS MANUFACTURED BY TRUS JOIST OF BOISE, H. DOUBLE TOP PLATES - LOWERPLATE TO TOP OF STUD 2-16D ACCORDANCE WITH AWPS-FDN, AND BEAR THAT QUALITY MARK. IDAHO: J. UPPER TO LOWER PLATE - STAGGERED 16D @ 16" O.C. 16. PROVIDE STANDARD CUT WASHERS UNDER ALL BOLTS HEADS AND NUTS IN A. TIMBERSTRANDO LAMINATED STRAND LUMBER (LSL) K. MULTIPLE JOISTS -STAGGERED 16D (x3CONTACT WITH WOOD. 12" O.C. B. PARALLAMO PARALLEL STRAND LUMBER (PSL) 17. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U" SERIES METAL L. MULTIPLE JOISTS JOIST HANGERS TO SUIT THIS JOIST SIZE. C. MICROLLAM@ LAMINATED VENEER LUMBER (LVL) STAGGER FOR WIDTHS MORE THAN 4 INCHES 16D @ 12- O.C. 18. ALL PLYWOOD SHALL BE DOUGLAS FIR, STRUCTURAL I AND S14ALL CONFORM TO APA 3. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED C -D INTERIOR GRADE WITH EXTERIOR GLUE, WITH UBC STANDARD 23-2 AND WITH 161) SPIKES AT 12" O.C. STAGGERED, NUN. WITH PRODUCT STANDARD PSI. WOOD -BASED STRU&U)RAL-USE PANELS SHALL 4, ALL NAILS SHALT, BE COMMON WIRE NAILS. WHENEVER POSSIBLE, NAILS DRIVEN CONFORM WITH UBC STANDARD 23-3 AND WITH PRODUCT STANDARD PS2. TYPEAND THICKNESS SHALL BE AS SPECIFIED 014 THE PLANS. PERPENDICULAR TO THE GRAIN SHALL BE USED. THERE SHALL BE A MINIMUM' OF 2 NAILS AT ALL WOOD CONTACTS AND.JOINTS USING 8D NAILS FOR 1 -INCH 19. PLYWOOD NAILING, USE UNLESS OTHERWISE NOTED: THICK MATERIAL, 16D NAILS FOR 2 -INCH THICK MATERIAL, AND 40D NAILS FOR 3 - INCH THICK MATERIAL. ALL CONTINUOUS CONTACTS PROVIDEMINIMUMNAILS A. ROOF:' 81) @ 6" O.C: AT SHEET EDGES, AT 12" O.C. WITH NAIL SIZES AS, CALLED ABOVE. -FIT jr 2.15,06 PERMIT APPLICATION SCT SITE PLAN. PLAN, ELEVATI, 0 NS SECTION & DETAILS ASSESSORS PAACEL # 0 6 5 .,4 2 0 . 0 2 8 . 0 0 0