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069-530-025
069-53-0-025 93-1937 -BPEM DUNKELBERGER, LEROY 86 OMAN DR, OROVILLE e •_/ CONTR:.'BETTER BLDRS NEW SF 00' ' f 069-53-0-025_ 93-2384 B 7 --�— DUNKLEBERGER, LeRoy `:;lA�' �/ y (r6taining walls Better Builders 069-530-025 PERMIT#94-2636 DUNKELBERGER, LEROY 86 OMAN DR., OROVILLE� j /GA CONT: BETTER BUILDERS UPGRADE ELE SER TO 400 AMP/.BP#93-1937 069-53-0-025 93-3629 DUNKELBERGER, LEROY �-- All86 OMAN DRIVE, OROVILLE i (RETAINING WALL) (FOUNDATION ONLY)S/F/ ' 1 • � 1 tI�YT\ %7 1 \j RESIQENTIAL . 069-5p-025 DUNKEL•BERGER LEROY 93-1Fi-- 937 4 86 OMAN DR, OROVILLE CONTR: BETTER BURS NEW SF .;. r o I A ,,{,G.(1 N�2 .fry • . y/ii��'`� %�- �..- i �`� av�.� `e��/� "'Nle. •1 OFFICE COPY 1 Address LAS { Date - M r By 3�T-- ELECTRICI Meter By Z ' a -ii -'73/3L JOQ FINALEQ (Data) Q� 81pnalurn 4 V= OK 0- Not OK' =NotReeaadyable ' MOBILE HOMES DateAnitials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Teat -Fall -C/0 Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 8. Gas; Location -Test -Wrap: / /"L"ft. / /"Net. or/ /'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plana) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line A. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearancbs'- 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy I MISCELLANEOUS r ' Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Sol ls-Size-Depth-Spec ing-Connectors-Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/initials 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, Distances-GFI S. 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 -Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test i �s i V=OK .. O=NdiOK - = Not Applicable. , RESIDENTIAL (Single & Duplex) = Not Raedy ' :0" Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ P' Fig. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Fig., Porches & Decks; Soils -Steel-/ /Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchor 7. Slab; Steel -Wrapped 8. Pireplece Ftg.-Steel 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 -Anchor -Regulator -Service Test 12. ctric; Un ground IggPienums &QuSearance-Material-Support-Ins. 14. Girder -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection c .W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchor Date/initials ELECTR CAL Permit OK except #'a k2.-fi_4ure & Transformer Clearance -Ins. Protection Elec. Receptacles. Spacing -Lights & Switches at Door t Si Boxes & No. of Conductor -Stapled t�S'Rqpex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mach. Fastner-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Siza. Cu or AI-A.C. Wire Size I / ge. Cu or Al 6bal� 29. Range Circ. 7j / a` ' or�All an Circ. Ah ga. or Al. Insulated NArag t"Yes ❑ No 30'S rvice-Riser Conductor & Ground -Main Disconnect . E yip. Clearances Panels -Motor -Meth. Equip. othes Closet Light -Shower Light -Spa Light Smoke Detector r Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FP.WOKFAING (Plans) OK except #'s 9. S Is, Proper Material & Anchors atlb Studs -Nailing, Spacing & Bracing -Plates -Sound fdRearing Walls over Girders & Floor Nailing 2 raft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stair -Chases -Tub Header & Beam -Size & Bearing Date/Initials, FRAMING In oast-Rftr. ties-Purlin=roof Brac-Truss-Shthng.-Ring. Fire lace Ties or Type A Flue -Fireplace Throat clearance 4 is Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Door -Sill Hgt. & Dimensions i0p, Garage Fire Protection Framing ;6a-Poperty Line Firewall & Openings t. Door -One T -Check Garage -3rd Story, 2 Exits Stair; Width -Headroom -Rise -Run -Landing -Fire Protection 154'plywood on Roof Overhang -Attic Vents -Rafter Outrigger 56.- 9iA(r►g-Nailing Veneer tycco Mesh -Drip Screed -Fd. Vents-Underflr. Access Gig Area -Glass Protection -Skylights -Plastic it-WShear-Walls: Nailino-Bolts 480. Infiltration -Walls -Windows tel. COP-r. IQH11V&71*Z- Date/Initials FINAL Plans OK except #'s ZOf Ext. Steps -Door & Sidelight Protection -Landings 6 . moke Detector j Furnace; Vents -Clearance -Comb. Air -Connector - In -Garage; Above Floor -Ducts -Mach. Protection (,83" G F 1, & Bath Fixtures & Tub Access -Spa ae-'EI rim & Subpanel; Breaker Sizes & Labels i LV.-Slairs & Rails 108'Fire.piace or Stove; Clearances -Hearth F 6 . Outlets at Wood Panel; Int. & Ext. . I( ixt. & Appliance; Grnd: Air Gap -Cooking Clearance EI . Outlets & Receptacles at Kit. Counter 7 . ge Fire Door, Swing -Landing -Closer . 06�AJC.,Duct in Garage -Damper 7 . r. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Meth. Protection PI. ., Elec. & Mach. Equip. Listed for Location Receptacles in Garage; (G.F.I.)-Romex Protection 4vr solation -Foam -Looked in Attic ❑ Yes . Guard Rails & Deck Construction -Post Caps I 79. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 80. Following in�,stl�d�. rive Q -,Yes 13 No; Walks Yea ❑ No; Planter Ij es ❑ No ip-Stucco; Brown -Finish Off.A.Q.,Unit; Disconnect, Electrical, Plumbing ants Above Roof; Plbg: Appliance-Fireplace:Clearance to 94-wamr Well; Disconnect, Electrical, Plumbing exterior Elec. Trim; G.F.I. Receptacle -Underground 41f Y,ehtilation Throughout House Glass Protection 88. Corrections from Previous Inspectlo 89. Pas Test -Meters Tagged; Gas-E4ctric . Water & Sewer Connected -C/0 to Grade -HD Approval at Final: I. COUNTY OF BUTTE BUILDING DIVISION i QEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, 'Oroville, CA - (916) 530541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE' er 93- /9.3 OWNER PERMIT N0. a A routine inspection indicates that the following violations of Butte County Ordinances exist at the above dress and should be corrected. Please notify this office when correction of work is comp ed. If you have any questions pertaining to this matter, or need additional explanation, plea contact this office immediately. w r <—Q !s f1a a Date Inspector REV 10) t Date Inspector REV 10) c COUNTY OF BUTTE H BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 530541 747 ElliRoad, Paradise, CA - (916) 872-6307 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 notify this office when correction of.work is completed. If you have any questions pertaining to this matter, or need additional explanation, s please contact/this office immediately. dvv, ZDate i Inspector 111� REV 10/92 • 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 C-eunty Center Drive, Oroville, CA - (916) 530541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER / PERmOr NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If.you have any questions pertaining to this matter, or need additional explanation, ?" please cont ct this office immediately. Date G REV ION Inspector j COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-71541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER / PERMIt N0. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. 4, res; Date /—//-7/q</_Inspector. REV 10192 a COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-1541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER / PERMIT NO. a A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. or 4) CCaSS-�,r!1� ��✓ �!1�i.7Cf_ 1/ri�� Date GJ `/� G/ Inspector r REV 10192 1 '3 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-754T 747 Elliott Road, Paradise, CA - (916) 872-6307 ;. .. CORRECTION NOTICE OWNER f� P I'b�' a e.4— 2:i= PERMIT A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. Date 2j;? -11A-11 Inspector REV 101 I t.�3� 1;tI �,� ,ti,h I ;BOUNTY OF B.UTTEIt,I;f; ,1 till BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ' 1469 Humboldt Road, Chico, "CA - (.916) 891-2751_ , 7 County Center �ive, Oroville, CA (916) 53§-7541 747 Elliott Road; Paradise, CA -(9'1.6) 872-6307 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 notify 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. Dated Inspector ® REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 9 469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, broville, CA - (916) 5387541— ' 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE LJuUWL��i V3 / 3 OWNER If PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. Ij Date ��' Inspector(/ REV 10/9 COUNTY OF BUTTE BUILDING DIVISION DJEPARTMENT OF D.EVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-1541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. IN -, -zz� Lt! _ Al / I_ _ -/ k X Date J=2eeh inspector, & REV 10/92 _ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Californ'1•a•95965' Telephone: 916.538-7541 APPLICATION AND PERMIT PERMIT NO. 93-1937 ASSESSOR PARCEL NUMBER 069-530-025 ZOI ING . _R1 ,. BUILDING PERMIT OWNER LEROY DUNKLEBERGER TELEPHONE S0. FT. OCC. BUILDING VALUATION 4950 R 267,300 OWNER'S MAILING ADDRESS 604 PIVOT BLANC WAY FREMONT CA 94539 1145 M 20,610 CONTRACTOR'S NAME B BETTER BUILDERS TELEPHONE 589-2574 1416 C 18,408 510 0 3,570 (CREDIT FOR FD CONTRACTOR'S MAILING ADDRESS 5263 ROYAL OAKS DR., OROVILLE CA 95966 Fireplace "A" 3,000 20,000 CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 1273.00 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 636.50 Ener Plan Checking Fee Energy g $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 86 OMAN DRIVE OROVILLE Permit fee $ 1944.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 201 5.00 100.00 Solar or heat pump water heater 20.00 20.00 LOT NO. 25 SUB�ECLY MbE EST UNIT 7 PAR��L 6P Water piping 7.00 7,00 Each qas water heater or vent 7-001 7.00 USE OF STRUCTURE SF ® Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.001 5.00 Building sewer 15.00 1 5.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New X Addition I_j Remodel ❑ Utilities ❑ installation E] Other ❑ Describe work: 2BR _ Permit Fee $ 169.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 • Main service 600V OR LESS 200A OR LESS .18.50 Main service 200A TO 1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 9 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.OR ADDNS. ( ACC. BLDGS. DWELLING OCCUP.&) 3.6Qsq.ft. 21 3,30 NEW CONSTR. ULTI.OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS & (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES @76d:= A200 46 EX. OCCUp. OUTLETS FIXED PRESID )REA.) I 3.00 Temporary service j 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15:00 Permit Fee '' $ 246.80 Contractor - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 15.00 Heating SPLIT SYSTEM 2 18.00 Cooling 4T 18.00 Hood 6.50 6.50 Ventilation 4.50 1 27.00 Permit Fee $ 99.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all iabilities, judgments, costs, and expenses which may in any way accrue agai t said County i consequence of the granting of this per it. X - Date Si nater of A rant - OWner g P ❑ Contractors, Agent ❑ An 05H permit is required for excavations ove 5'0" deep and demolition or construct- structures over ren stories in height. L� Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 c2 _C J 0 VPE L FEES 2499. 0 TOTA HLA2 DFEES 4 IMP '� FLOOD - CDF S PARQEL PD H ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees By ����WORKS EXPIRES Date-D.P.W., applicable provi- resolutions to do have been paid. Date rReceipt No. 143368-1908.60/PERMIT YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT It ,,le - ti.,arr,. K�,--,.,. �-rrtYo,.r COUNTYOF BUTTE - DEPARTMENTOFDEVELOPMENTSERVICES BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILIrEFORNIA 95965 -TELEPHONE (916) 538-7541 PERMITAPPLI �ATION DATA -�' SHEET OWNER / (--A aW 11VIVAef-I A. P. No. - .S D - Proposed Building Use SF - Z. Building Inspector Date Z } At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: t DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. 3 mplete plans, 3/4 sets, signed by prepar .... .............. . VMS4. ineered plans and calcs, 3/4 sets, wi et signature on pla . ............. 5. Hazardous Material Form. .. !......................................... . 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to pl _ obilehome (',=ita:- ?r=jfacturer's installation ins wctio 2 ets AAees 10. of$ . e.. .. ..-� 1. Impact fees as shown on attached schedule . .............................. 3 12. California Department of Forestry plan approval/fees......................... i 13. Flood elevation letter (100 year floo ) bpi C lifo a Engineer. .. • 14. Sanitation and plot plan approval ealth Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ........ 18. Contact Land -Development about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy). .. ... . P�a"� O" `�QO� 20. Pre -inspection for - required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ). ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road.. . 27. Letter of intent on building use . .......... :. .......................... . 28. Mobilehome utility clearance ........................................... . 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/ ed per I Ian check list. ..,` • . (,�n� JCS . I�. 5. ��. ................... . �- �3. ONE 44,rg, �3 Wh• enyou issue the permit, process as follows: Mail to owner. Mail to contractor. V Telephone 57-2S_7,�/and hold for pickup at //e office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. fire Dept. lAir Pollution Date Copy of plans sent Health Dept./ Fire DOL Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: new item not checked above). o`ntracto esigner, owner, was advised of above required data by,Tone _ mail Counter by�bate % Contractor, designer, owner, was advised of above required data by _ phone _ mail Count$r by _ Date Plans the%ked by D to Plans approved by S Date _?:2- Sts of plans on hold in File cabinet AP foldpr Copy - Department of Public Works 9- TO: Building Department FROM: Encroachment Permit Section RE: 'Diiveway Clearance AP # location Driveway permit n b sign re has been issued for the above property - date COUNTY OF BUTTE - DEPARIT40T QF,PUB�IC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER elA. P. NO. 62, PROPOSED BUILDING USE DATE41-21 /5�; REC. # DATE REC 1 School District Fees aid at District Office) 2.. Sheriff Fees (paid at Building Department) Residential X =$ unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X _$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE ` �2SD PERMIT NO: 57-93 Lake Oroville Area -Public Utility District 1960 Elrin street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the.Butte County. Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: June 28 , 1991 Applicant: Bard Dunkelberger Better Builders Constr. Applicant Address: 604 Pi not Blanc Way, Fremnnt, CA 94519 Applicant Phone No.: (51-0)657-8888 589-2574 Property Location (S): 86 Oman Drive Kelly Ridge Estates - Unit 7 - Lot 25 A. P. No. (s): 69 -53 - Fees due: All fees paid. Application for service approved: LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: By: Date: Lake Oroville Area Public Utility District release to close permit: Date: By: M BETTER BUILDERS 5263 ROYAL OAKS BLVD. OROVILLE, CA 95966 utteCount LANID C)' '\iATURAL `nIEALT i i1.1C 5EAUTY. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 -. TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 NOVEMBER 7, 1994 RE: Building Permit # 93-1937 Expiration Date: 12/15/94 A.P.# 069-530-025 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the categories marked below: [ ] Permit work started, but not completed. Permit maybe renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [X] A final inspection has not been made on permit work. Final inspection approval is required before occupancy.- Our field inspector has verified that the building is occupied. Occupancy must cease until a final. inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the OROVILLE office. Thank you for your prompt attention concerning this matter. Yours very truly, MCV:ahb 4MicelC. V ira, C.B.O. Attachm :nts Manager, Building Inspection Chico Of`ice - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 CC: LEROY DUNKLEBERGER, 604 PINOT BLANC WAY, FREMONT, CA 94539 Frank Glesewski c/o Bruno & Hawkins 20 Constitution Drive, Suite A Chico, CA 95926 Dear Mr. Glesewski: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 DATE: October 26,-1993. RE: Proposed Residence A.P:- 069-530-025 B.P.# 93-1937 With reference to the above subject, attached is: FXX] Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: kXX] Comply with plan check list kXX] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: LeRoy Dunkleberger Very truly yours, John Starr John R. Henry Plan Check Engineer p.:;; - 4 �` $ 4 ^�r��,J`8r` P` ,�,`,, �, •th �` �1 it $� �;,tC cS� � 5,74' 4. ,r ''""'r 1 34:.3'x• {k c,'� N i t . �� � K7r 2 _ r ♦x- F - y �.-Prt -,�. r f' _ - `rrw at..�o- W t. +cx s�•K -Y"K�1��'t hE t�sT��lR �4 £ 4 ?}§-, YiSii f L1 �14jfii : �r -�`�. �• - t�Fy�y� ��:�"� of •`rk'` A ;" � � - �t� iy , AS 4 maw AW JV a r J y 14. mom— gummy Mal RA 1. n75r 'y q.'•- f�.,: -M 'N _Ae 4v RIM M qL f+9 Al WX t ,}. * ��5� *rm�n cG •,�'�Ej�x���x q tt"�� r r� �1� �.r�.F ..SGS y. - dsc+�`akrJ ��� iCy,.fly�� �•a�x �{Iv q`R'a!� _,�': - its; .ti �;s3,{ ,he'���t.� � �t3 f ��'� �`•�^�� �, - i�`:v t - .fir t..�^ < W z:n'=.itttt'Y;,S'jax.YrWf 'ri��t r .A �.aMi�M`>_. ry, tj"k .ie,:t, �_H ll it y "" � 'iH.yi ,�y.'7.' l b � ^h�y*.[r t '•�. �4� `al r � 1 � i�. a j �� 4 ,ugh' ,•r Sa. +� s �'`i� and ¢ F set ix. s f r .h a: ,)� c,s: rre;,.t, '; Permit Applicant: Dunkelberger t Permit # 93-1937 Date : 10/26/93 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: 1. All engineering requirements are to be shown on the plans. Provide complete shear transfer details showing transfer of shear from roof diaphragm to foundation. Provide legible plans (2 sets). The submitted plans are too dark to be microfilmed for our files. Clarify "24F - VFGL" shown on sheet 7 of plans. 5. Provide engineering and shop drawings for spiral staircase. Show means of support for stairway on plans. Provide support for trusses over garage. Note or GLB er calculations. Note beams RB - 6 and RB - 7 on plan. Clarify method of floor framing at turret. Truss engineer to review and approve glu-lam hanger (GLT6) at girder truss. This hanger does not accomplish the requirement of note C on truss detail. Floor beams FB - 5 and FB - 6 support roof and ceiling loads from turret. Coordinate beam H - 3 on plan with calculations. Note all 6 x 12 deck beams on plan (DB -1). Note all beams required at DB - 2 and DB - 3. Clarify responsible engineer or architect for retaining foundation walls. Responsible designer must address effects of shear wall on retaining walls. All retaining walls shown on sheet 9 of plans must be reference keyed to the foundation plan. Clarify reference B - 10 on sheet 5. Provide all details referenced on s et 7. Coordinate connection of drag truss to shear wall with truss engineer. Truss design requires uniform distribution of load over shear wall. D lam- As 116VISF0 Provide engineering for turret roof. Support system as shown inadequate. Provide engineering for masonry retaining wall shown on plan. PFE . y ozm IT. r'y�,t�5i��-,{ i"cC� w����� �!'�.� t�ql ur• r� �S�r•' Igw, �ti'k �7�F�``t r'ry t :'�' �Pa �• .k �7"5M.3 r W 4[ `Q.' int -+Y N.G to ON ffil ' a apt''; VA 1tk}t r9k}�',mak-'' ,�.. �� Wks - .� i, ,�*• i 'fit } `'!aF Jr xi :#.� T% ,.>,�'{,ti� f•,t ire NZ l�2 y5 �! � ���� 'rur •:h � i t � �Y.s�"']��"1•' y(11 J•y�C� � �i'i'Ev b 2 .•SSE."! f t K.�,�Y..��i.+7.k,A..4r...cy7-. ar ; l s �w ti - - k• k ^.qk � 9 J- ' ice` � � . . '416 r f leu+ `-��' Y .. a rr _♦i -. ��"�4i, ire,, � � � t r � �+• -, �� i ,� ',� i � _, i ,;: h$, +S• r 3 °i•LFIE Sam 'S�y?� O i ,�ir, MAY W.z.*,�'"k x"'To , MR. h , t i( , 'FPX�,prx Ik _ 3 t�,j� �, i ���� S v A�y� � m w y tx t } •„ j,+ one —MRS my i . - a �r � M'r+ir5�c�,��"� �,��t'��{'�: t r"�, r •fir 7 { ,� ,,¢cti ' t�^"' � '` _ � T c. '��.. -v � . �'�•L:��,driT.''"r� �._aC.:�-a ,tea �: , :?.�«.'4u��,`, Al 0� Note cantilevered frame requireme;ts ateturret. per calculations. Note shear wall anchorage requirements at line 4 per calculations. Trusses which are used to drag lateral forces must be either designed accordingly or noted as studded and sheathed with plywood. %3. Walls enclosing the elevator shaft shall be one - hour, construction per U.B.C. Section 1209 and Section 1706. PIUV!bE MAA114F; S��S f N0) eA EAu s ©F 5U �LEI/fl�/O IZ- N�T/`/E� �oXN �fF-Kl/C—��1� W `rte :A1z ''.i,. MAY A -woe • L � ley ������Ls �^� �0 �'C{,��}�.�,+ r'� :'y,� �T�yy Y, �`i i'8 ,.d r3,•..�Y` •Fir It 5 .,. ,'• 7 _ �{'"t 3i4y'�{S, is ;.r 1`• '} .. Y is S }F tyrx nR`�' a a • 4 �•F S Yk { � �4^ �.', r i fid, ^"�,' f��,�-i`e�?.h„`b�' tkrr "���'•� � y �.y •.,�,' r, l, �roc r � r �• eay " - v_ F./�^�"a' �, 3,. _��4 a y ..q T���*t r fi •� a mw ME 0�ri y Si tT 5i: L µ y 4 Sol e 1 S •h ' {w" rw k , r44 ref rk R y trY 4 [ lie„ 2� �.h Ki ..vt "• ry ^WIN. y � � w�gro �}+fk fi' Fvwf :r •h': 1~i em NK 1. _ xta.�4frfi+ � '•p q'3'Ysf�ty��a .t pt'�S - a'+'^f � �^ �. �1��•��� z.�,'�� �t���'x,'�yi � m,,..� , 'fir �'�), �X�ti ��` r . fix€ fhdYq?Cktc�� 7vt onc J -n :`AmuzL f mot 4 411, 'Ir"§ 61 RR x ,���.T�$( r'�� � �D,Y'a4'r yt;: �� ryQ 4•�^ •.,2 Z .� ,i .F qt t? FrF �".t'`iP`i 3 df• '��'�5,�'P3.� M•xry"b �� y *� ,56mc (Z� 9s, s� a BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Forrq,,Per Building) School District��"`� Building Department No. A.P. Number QC1pq `336 • yVurisdiction 0 City County Property Owner Property Location/Address L 12 r'1Ie_ >fi Subdivison Lot No. Residential Developments ' N of Livin 0 MH " Sq. Footage Addition (� � (Group R' . Units Commercial/Industrial 0 Sq. Footage' New Addition (Including Exterior Roo fe Areas) Building D artment Representative Date (Floor Plans reviewed by School District�Personnel) District Identification No. School District certifies that dr (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing 1213 9C square feet. School District Representative Date Paid by Check Number Remarks:,i��� Bank Number Paid by Cash 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 (CEQA), 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.Al (4/92) ,., Nn G' WV"{ , 1.0 : rota A` BUTTE COUNTY SCHOOL§f:MP�,ACT'riF.EE CERTIFICATION FORM r �1.: (One For Per Building) V.. School District 096/ ' A.P. Number f�� /'.�.tJ '�� Jurisdiction Property Owner f v.. Building Department No. City,.,,,,;.: County Property Location/Address ,f 114 Subdivison' ` Lot No, Residential Development Sq. Footage 4(6 }�DUSe .LU qg-TWC0(w�'i% No�ftiving MHI Addition (Group R) F(•9V(cJ w 10n19 At j�V 44U Units Commercial/Industrial Go / �G G f ,S�wt (G SLA5 1166 0 0 Sq. Footage 01",289$ New Addition (Including Exterior Roofed Areas) Building Department' Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. \-I-) 8 , f \L> School District�certifiesthatV,K L 2'V, (Applicant) (Street Address) (Phone Number) �15e\ to to (City) (State) (Zip Code) has complied with the requirements of Resolution No. 3 - 61 `{ - o 63 1 by payment of representing 1 � Iy square feet. School District Repfesentative Date Paid by Check Number Remarks: 06q -1; 3'6,015 Bank Number Paid by Cash 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 (CEQA), 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) feeformmkt (4/92) c RESIDENTIAL PLAN CHECKING GUIDE' 8/91 (S.F., DUPLEX & MISC. ONLY) (: Bldg. Permit # ! 3� l OWNER A.P. # Wj— 6- 5L 25 Plan Checker GENERAL QY oning requirements: (sideyards and number of permitted living units). Q. Valuation. ,3' Plans signed by designer. +C Proper description of work on application. -5! Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, ustible, and foundations). FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). OOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). 1205). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical err gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). - 3'0" exterior exit door (sec. 3304 (f). Fireplace and wood stove location, alcoves, and Smoke detectors (Sec. 1210). clearance. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or en ineer�leve (Table 25V) Unusual shape, size, or spliuse requiring lateral design. �3. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7/ Elevations and wall construction details complete enough to construct Roof construction details complete enough to construct building. -9- Fireplace construction details and talcs if necessary. / 10. Rafter ties or bearing ridge beam. 11. Garage door or porch header sizes. 12. Stud heights. 13. Adobe soils - special foundation design. 14. Retaining walls requiring design. 15. Special Inspection required. building r 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protectiyon_._ 36'' halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). ttic access and ventilation (Sec. 3205). . Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. requirements. oise requirements on duplexes. _10i"E'nergy design. lashing at all exterior openings. CDF responsible area requirements. 8/91 RESIDEVTI.a.L PLAN,� CHECKING •GUIDE r' DUPLEX & MISC. ONLY Bldg. Permit # 6?s OWNER IAV NKA. P. # !oA! - s s� Plan Checker 4KLZ 7-13 GENERAL %teAV Zoning requirements: (sideyards and number of permitted living units). Valuation. 3�lans signed by designer. Proper description of work on application. is ing violations on property. , Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 7. ° Gr -' otice of violation. PLOT PLAN - l�mplete parcel size and dimensions. M k-' Setbacks, sideyards, easements, etc. .3-.--Prher buildings or structures. 4. ading, fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non -comb ust' e, and. foundations). FAU &A road setback. wilding or utilities across lot lines (Record form). FLOOR PLAN 7COMDletel to scale plan with dimensions. �! Required windows for light and ventilation (Sec. 1205). Aj3`. Required windows for second exit (Sec. 1204). ' 4. Skylights (Chapter 34 & Sec. 5207). 5. Human`impact glass (Sec: 5406). 6. Required room sizes, ceiling heights (Seca 1207). 1-7'GFCIs in baths, garage, kitchen, and exterior outlets' (Article* 210-8°): 8. Light fixtures, switches, receptacles,_and.exteriot receptacles for main tenance of mechanical equipment. 9. Locations of water heater, heating and cooling. equipment, other.electrical or gas equipment. -d$- Garage firewall; 'door size', and closer (Sec. '5036)'6)). 1 - 3'0" exterior exit door (sec: 3304 M. 12. Fireplace,and wood stove location, alcoves,'and.clearance. 13. Smoke - detectors (Sec. 1210). i. 14. Plumbing fixtures,'water cl"oset clearances and shower size. ° STRUCTURAL DETAILS 1. Standard bracing or engineered design (Table '25V ° 2. Unusual shape, size, or split level house requiring.lateral`design'. 3. Clerestory requiring balloon framing and/or engineering. 4. Three story building "requiring''engineered"-caTculations.,and-plans. 5. Foundation plan complete enough to construct building. ` 6. Floor construction details complete, ,, .enoughto construct building. 7. Elevations arid wallYconstruction detail°§1domplete enough to construct building 8. Roof construction details complete enough to construct building.'. 9. Fireplace construction details and talcs if necessary. 10. Rafter ties or bearing ridge beam. 11. Garage door or porch header sizes. 12. Stud heights. ••13. Adobe soils - special foundation design. 14. RetairV1dg walls requiring design.-, ' 15. Suec'_al Inspection required. ` ' ' P_V_ pupy-�-M=PV,E'er_ 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS -ITEMS TO LOOK OUT FOR ` Stafrwaysdetails: "landings, rise and run, head clearance, handrails ` (Sec. 3306). �2! Guardrail details (Sec. 1711 & 3306(j). ' --3- Brick or stone veneer (Chapter 30). ,4-.' Exterior plaster - weep screeds (Sec. 4706). 5. Proper roof pitch for roof convering (Chapter 32). -6.1 Roof covering type (fire hazard). 7. Foam insulation - protection. ,-8-.--36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 10. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). -� Attic access and ventilation (Sec. 3205). 12. Underfloor access and ventilation (Sec. 2516). 13. Combustion air for fuel burning appliances - L.P.G. requirements. Oise requirements.on duplexes. ergy design. *-.--hashing at all exterior openings. 1a!!CDF responsible area requirements. Lv ATt 0 U Tei -r 4-L� 4604 NrI W "L- X10 Z) S A gU 1V AM S t� sQ-t- 4 Q S 2-bl� ��16 PC—VDttJC, j IELEc -r' W, kA M v r -T t3c 00 pc.,gc.LS . -F P. N,c Spe-05a Sic. g3o1(g� kf—4— / 1-7 G ' 4,�L t—N 5 rto g jAv w © vi �L4j S --- 5TAt-*6b , .1 qQ 4,oFr �� �HN� U�LGifli/ON= �2000� . �l�fl�� F/�u�E OBIT TW FE�3 E7C � Jy d y i } ION " ti ,t h: - frrrr5 �; �c SLK _ 1 l lr ,4•r� �, � y Y b y �• � S 1 `"�iN. S. �? yn.a: 4: Jai r� }- yr. y. j ,lk 4 i t ` ? y > fi hh � now 1 y L �" =r y �.J RA 1�,J :'it. 1"5 sILTI� "�14't�}s-.}•.- #33%:^�_�i%'.___ .F .� S�`.�•�k�i �' . E r y $,'% • g L � �i"c .. �, z t � t FF� xv io i W4,A'"�!' rn9 r: "Wq i t."ae;rs 1if,1 l N K", g His Y• K rF y h jP }.an ti.. IA NFF d y i } ION " ti ,t h: - frrrr5 �; �c SLK _ 1 l lr ,4•r� �, � y Y b y �• � S 1 `"�iN. S. �? yn.a: 4: Jai r� }- yr. y. j ,lk 4 i t ` ? y > fi hh � now 1 y L �" =r y �.J RA 1�,J :'it. 1"5 sILTI� "�14't�}s-.}•.- #33%:^�_�i%'.___ .F .� 4 ,t �r r d y i } ION " ti ,t h: - frrrr5 �; �c SLK _ 1 l lr ,4•r� �, � y Y b y �• � S 1 `"�iN. S. �? yn.a: 4: Jai r� }- yr. y. j ,lk 4 i t ` ? y > fi hh � now 1 y L �" =r y �.J RA 1�,J :'it. 1"5 sILTI� "�14't�}s-.}•.- #33%:^�_�i%'.___ .F .� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE -' OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 19161 538-7541 FAX: 19161 538-i140' CHICO IRON WORKS DATE:. 11./29/93 1298 NORD AVE. CHICO, CA. 95926 RE: SPIRAL STAIRWAY A.D. 069=53QLQ25 B P.# 93-1937 With reference to the above subject, attached is: [ X] Plan check list [ J Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [ XJ Comply with plan check list Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: (SEE ATTACHED SHEET Should you have any questions, please call (916) 538-7541, between 3:00 & 5:00. Very truly yours, John R. Henry Plan Check Engineer CC: .IUIIN STARK Permi� �i:;- Permit Applicant: IA:11KL.EJ.;I:I\1(31H A.P. No. 069-530-025 Date: IL/29/93 The above referenced plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: 1. Provide shop dra�.ings for spiral stairway which includes: (a) Handrail height per UBC Sec. 3306 (i). (b) Tread demensions per UBC Sec. 3306 (f). (c) Rise and run per UBC Sec. 3306 (c). (d) Width per UBC Sec. 3306 (b). (e) Intermediate railings per UBC Sec. 1712. 2. The shop drawings must be wet stamped and signed by the engineer, and accompanied by structural calculations. 3. Provide a detail of the method of connecting the stairway support to the deck beam. 4. The shop drawing ,-�._st i_:.ci:.:;e steel sepcifications as well as weld types, sizes, and electrode. S\11t OF TIM u c a IT-- CER IFICATE OF-ttoz CONFORM A N C E 1HE UNDERSIGNED MA NUFA•C TURER HEREBY `CER•T/F/ES That the products identified below and on attached sheets Nos. are' marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190,1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in �__._..�.__._Ri�L , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code, JOB NAME:' JOB LOCATION! RRHHinn. f'Q CUSTOMER'S ORDER NO. 14 a7 DATE _... 5Z7 87 MFGR'S ORDER No. 13766 Msmbers have also '-gen manufactured to the (mare restrictive prQyi siong a f SIGNATURE COMPANY Riddle Laminators TITLE flual tty 0ontrnl ADDRESS Udd1e} OR DATE 5220/87 AITC HEREB Y CFP T/F/[-',-5 that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply ,,1;rF, ar)nlicah e f)rovpsions of said Standard, that the adequacy of the quality control system in effect at ,:31rl Want is oel10-1:cally insf>ected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable .manufacturing and testing provisions of said Standard in respect of products rnanufactu�(1d at saint plant. Conformance with the Standard in respect of any specific or particular w-oduct is tl)e sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company Is qualifiFd to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC !V0 3 j 1,,' 2 A �MF.E�!(; �'r IN�. TITUTE OF TIMBER CONSTRUCTION RECV\15-p KCI t Ln t 6R' ptt\ 'e' 1963 AMERICAN INST1'rUTE OF TIMEIER CONSTRUCTION L AM DELIVER C] PM PICK-UP NlIP ON J B C3YES 0 NO u H ' ) f� I - INVOICE iSOLD' TO: BETTER BUILDERS CONST, MAIN ACCT, 5263 ROYAL. OAKS DRIVE OROVILLE, CA 95%6 Customer Code Segw No. BETTBU07 426583 :57 44 63458 il CONTROL N0, -fdEEKS BUILDING CENTER X 8 2 3 2 7 9 1 ' 00 E. 20th ST. / CHICO. CA. 95928P.O. BOX 689 CHICO, CA. 95927 (916)342.1886 SALESMAN: APPROVED BY: I WELCOME TO MEEKS!!I J LEEKS CHICO i SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) BETTER BUILDERS JOB -86 OMAN DR./ORO c•o,D Amouni 5253 ROYAL OAKS DR, OROVILLE" CA 959EU i • Transaction Store Written Tern Data No. sman. Date Wanted Date Doiivel 5417 12194 1 1 3A ed j 01/19/94 01/19/94 1 No. '- � Job Estimate No, Initial` " 'Salesman STEVE GRIFFITHS i 0 CO 0%� EJ_ El❑ Ej 0 SALE RECEIPT AM DELIVER -001 N C) PmEl PICK-UP .'.iL AD CONTROL NO, ZW 79611 AIEET[c! 6)BUILDING CENTER 1100 E. 20th ST Amp ON. CHICO,_GA. 95928 P.O, BOX 689 'D YES NO CHICO, CA. 95927 RED: (916) 342.1886 SALESMAN: VEII C C C D� APPROVED By INVOICE *-fWELCOI4E'To MEEK 5 't MEEKS CH ICO SOLD BUILDERS CONST. TO:',,.' BE SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) 4 MIN ACCT, BETTER BUILDERS 5263 ROYAL -OAKS DRIVE JOB -86 OMAN DR,'/ORO O§OVILLEj -*CA 95968 5263 ROYAL OAKS k. GROVILLE, CA 95965 WWI' Tom BETTOL187 424647 8; 07"o oatA' WArite7f!,Da'te;.DeliverAii 44488 11794 1 10 0ll 01/113/94 01/13/94 /Wol 63279 -sumatex 77Lot.N0 T LEG FROST Rip 1OWN: E4 2 '2 IT8;' U 2 4 tonF "PRICE/ ' NiT Pb, MBF EXTENSION: Y. 5 X12 181 '6620FUNTRA'y, .0 MR: ` v 540, 00 1 6a X"Y#lkl�-!BTR'DF.� S4S.k�A,-e c , W Y_ X600 r � 1 '6 1 "' T F S Tr 11288, 13 V�� go1200, —.1 '612�4F 3/18 14 _ 941448 UAR 1) EL/EXP R7. 4 MA. MEACM ANDISE RETURNED SUBJECT TO A RE. SEE REVERSE SIDE FORTERMS b C DITIONS. XTE:'- ME= 2520.94 00 725 182.77 2703. r •AM DELIVER ❑ PM ❑ PICK-UP CONTROL N0: ' ( :.t'ygrkVCOADFD�DYxt*r L'"�i' V 77739 BUILDING CENTER 1 �!r 1100 E. 20th ST.; •O o -n- CHICO, . 95928 P•O:.BOX 689 k CACHICO, CA. 95927 01 EEvQ (916) 342-1,886 SALESMAN: ;. VATIf - ------------ r't;�x; :,rx ' .- h ; •L: APPROVED BY: • �. • INVOICE.:... **WELCOME TO t o . iEEKS** MEEKS CHICO SOLD t`SHIP T0: (SAME AS SOLD TO UNLESS NOTED BELOW) i' To::.' .. BETTER' BUILDERS CONST! cBETTER BUILDERS MAIN ACCT.'..:. � �.,�'�•,+,:. ,� ' . ! . 5263'ROYAL°'.OI l5 ORDVII:LE; DRIVE J0846 OMAN"DR! /DRO t' CP, .95966. 5263 ROYAL OAKS DR. i OROVILLE, CP, 95965 r I '�Cu'�1014r �bd� �So" x�"py "!i fYxt Trensebllon. 51ore •• t K` �'':^Data'.;�` .No• Snwti, Wrhten'ieim, BETTBU07 423305 6;00 443938. 11394.1 1 INo.. Date Wanted l5ate�gellvered= i 6 ® 01/11/94 01/.11/94 �t(s's;Rbfer�ne�Nlfh}ti�"rt�'� '0'�8ered /P;OrNo;st• -��^� r `moi-4� i' wadGEetlmete No r. plot No;x' aN �"°$ale§meRfxr6.r$. 6 214. 4". ,VERSALAM PLU ... ' _-- ART LANE BCISC v'. „•` "" ""' '.UNITS T.8 ;UN EXTENSIO jay Lj� J0 50 1 51/2X14 VEk�ALAM�+ jp 12! � ib 151/LNFT "rrs�� i k W l� !PWS 807.50 1 r ti.a..•::.x.sS'1 siS3:k i'` ` J ! >'S I r a i n it X •. :''"lau�ll.5{'C _ �� C' i ,'¢l+,t� •lSF•L ��}y�� tip�y'��, ! ��` _ .ifi a:• U�>_ fR.sanL:•.�Yc'u' �'✓_ _ asl�r.:L•'�2�'.�Y•',.SIf:�'•^�t �..+.+ttstsr*pp3r•3*lY,ti• i..^t.S { i. - Y ! _.-Y t ,'. r k Nr ra ' "a ..•k• f'S.!„_`su�J 7-+- 5 t s �!: Si4L ��V>t txr�, �3' �"YC � Y�� �,� ��{�tilxti �"tS� `f�t i !' ,t,tj� pY 5S ;� > 0.L+a.3 N3pt �7 'i7 tFs�}i r '� W tG-� jjj'�s,r@@' 1 :F'�' } 4rk A �i¢ '1 T+�t'tikiO! 1�4%r.L +`S�Vi , t .n_�i }L3 ""S�'�M ,(.ri,5�h�",+•s q 9 5F . 2 rr A%I.� S•l.�'rfC`iq�7i° 7�Jt�rF��t i •� ` �a'�S�^'(.�^ a. x fir. ). ry ���� � �i•�, !>•v `ar fut�'t' .� i'� � r xk.. ah.' +° �`gs••,'�'t� a 8_xml 1*3�•^> 43'���' � dr srpyy'y� ���Lp,�t�G x,�A l i I i ! _t rz&.�k`.l.4 .e'Jt °6 �{ 5' Y"W TM1>P/ei•�8' fi!' I; l ;5j jjai z t i ��fnf,. !� +,rS y?tif%r r''�s0rlg'"lt :R, �:•3'2'�r OWr i aAr cjPr rx ,�`:Y4;j7 ii�k{ i' ' LL' MERCHANDISE RFTURNED SUBJECT TO A RE BOE SEE' EE REVERSE SIDE FOR TERMS & CONDITIONS. U, .. ..... „�; 00 725 58,54 866:04 s DATE �t ,.. S ty AW, DELIVER m CONTROL NO. CD PM 0 PICK-UP 17 "'QLD 0 lbbb3 se;.J" P:Qwjo -5kowN '0 _0 YES NO IDA =RED .0 EL.IVE 607 81#01NG, CENTER ;.1100 E. 20th ST: P.O. BOX 689 CA '9 5928 CHICO, CA.,95927 -,:-':(ql6) j42- 1886 SALESMAN:-.' APPROVED BY: INVOICE WELCOME TO NEEKSIP MEEKS CHICO ..SOLD!,t. SHIP TO: (SAME "AS SOLD TO UNLESS NOTED BECPVy) TO'0,, BETTER BUILDER CONST.- 8 BETTER BUILDERS' �MAIVACCT OMAN OR./ORO 52.63"4'-ROYAL;;.OA'KS"DRIVE 'L- 51163 ROYAL' OAKS OR. -,Oodv.[LLE I" CA`459`66, OROVILLE, CA 95965 BETTH07 420985 06':05. os ;nntnrence,numD@fa.{+}r41UM9111die /F;'Q4N6;Z,� N 6," 63056':VERSALAN PLUS" ART LANE UNITS �, VNE, 4 PRiclvu fEXTEN$IQN:l BUSO Y 12 12-1. 1 , PI ., 5-1/2XIV VERSA.1-11NI PUS i2.00 tt 16.150/LNFT, 193.80 i 01M "immA"p, R'_ vowil la, 1..mlma li I= wil" rl A 1 Disc FL it� 0 V p g— jil Allw-! VIM- I ME Mit li MEN 147 0w XT TO -low, mimwiiii�. mlz m MrA am Hile - - 2 4' il-' z Po NA N LLMERCHANDISE RETURNED SUBJECT TO A RE'-�'_ _.lGE;SEE REVERSE -SIDE FOR -TERMS &'CONDITIONS. DAT N@!t ITa flon,�,!,1m, . Syinrn 207.85 0 442940 10794 1 6� os ;nntnrence,numD@fa.{+}r41UM9111die /F;'Q4N6;Z,� N 6," 63056':VERSALAN PLUS" ART LANE UNITS �, VNE, 4 PRiclvu fEXTEN$IQN:l BUSO Y 12 12-1. 1 , PI ., 5-1/2XIV VERSA.1-11NI PUS i2.00 tt 16.150/LNFT, 193.80 i 01M "immA"p, R'_ vowil la, 1..mlma li I= wil" rl A 1 Disc FL it� 0 V p g— jil Allw-! VIM- I ME Mit li MEN 147 0w XT TO -low, mimwiiii�. mlz m MrA am Hile - - 2 4' il-' z Po NA N LLMERCHANDISE RETURNED SUBJECT TO A RE'-�'_ _.lGE;SEE REVERSE -SIDE FOR -TERMS &'CONDITIONS. DAT N@!t 01.105/94 01./05/94 os ;nntnrence,numD@fa.{+}r41UM9111die /F;'Q4N6;Z,� N 6," 63056':VERSALAN PLUS" ART LANE UNITS �, VNE, 4 PRiclvu fEXTEN$IQN:l BUSO Y 12 12-1. 1 , PI ., 5-1/2XIV VERSA.1-11NI PUS i2.00 tt 16.150/LNFT, 193.80 i 01M "immA"p, R'_ vowil la, 1..mlma li I= wil" rl A 1 Disc FL it� 0 V p g— jil Allw-! VIM- I ME Mit li MEN 147 0w XT TO -low, mimwiiii�. mlz m MrA am Hile - - 2 4' il-' z Po NA N LLMERCHANDISE RETURNED SUBJECT TO A RE'-�'_ _.lGE;SEE REVERSE -SIDE FOR -TERMS &'CONDITIONS. DAT N@!t 207.85 1911.80 .00 725 14,05 a Yy Vo 15 MONTUEWEDTHU F�l SAT i:�TEM6ENT'-'bOPY/ CASH SALE RECEIPT AM DELIVER CONTROL NO. PM PICK-UP - L.44 BY-'- 77-1 1 MEE'"vc C 76662 BUILDING CENTER 1100 E. 20th ST. P.O. BOX 689 CHICO, CA. 95928 / CHICO, CA. 95927 (916) 342.1886 SALESMAN: 144i,4 CASH CHECK PPROVED BY: INVOICE "WELCOME TO MEEKSIA - SOLD TO:., BETTER BUILDERS CONST, MAIN ACCT, 5263 ROYAL OAKS DRIVE ,OROVILLE, CA 95966 MEEKS CHICO SHIP TO: (SAME XS SOLD TO UNLESS NOTED BELOW). BETTER BUILDERS JOB -86 OMAN -OR0' ./OR .5263 ROYAL -OAKS DR, OROVILLE, CA 95965 06;C; I I ,.. •x'+Ys �� ._ t:taw ,,: :;;}G;r+7l�'•"r5Y'7`?�'r .:�,�atn,or+4..,:' v10NTUEWED U F- SAT +STATEMENT COPYICASH SA 'E'R CE PT I ❑❑❑c❑❑ ` AM DELIVER CONTROL NO. I' RET PM PICK-UP C 75479 .l0 D BY ME ' BUILDING CENTER - .IEKS •-CHECKED'BY .. ' . _ 1100 E. 20th ST. P.O. BOX 689 GoH a CHICO, CA. 95928'" / CHICO,, CA. 95927 r TO: 0 YES 0 No (916)'342.-1886,1 SALESMAN: '_ :DEUV1RED BY . INl NU SOLD 44 TO: t I, we <I r iI c 1 INVOICE 1. BETTERBUILDERS CONST, MAk AECT. 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 APPROVED BY: STARF ME FjmmAFR **HAPPY HOLIDAYS FROM NHKS4* I MEEKS CHICO SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) BETTER BUILDERS c:o;,p:?iuno'uoi" JW-86.O*N'. DR. /ORO 5263 ROYAL OAKS DR. OROVILLE, CA 95%5. . CuatomerCcdo 9equenceNo I TrgDaW Raactioq=,No.Brae ;t °DESCRIPTION 8 Term BETTBIM7 418660 10;5,9 744,741123093 Y 1 1 15.8idaI.l,4NFT 46.M 62807 5-1/8X18 GLB xDatg Wantetl+� Date;Aelivered, 12/27/93 12/27/93 ART LANE ITEM:NUMBER ORD1`1861' ;t °DESCRIPTION UNITS":.'PF31C.EIUNITt EXTE SIO 3 9 5-1/8' 18" GIU LAP1p_l1"1, �4 7311C 15.8idaI.l,4NFT 142,�;r e ... _.. t .,.. i i . - .�. ... vie f i a MERCHANDISE RETURNED SUBJECT TO A RE - "4k. EE REVERSE SIDE FOR TERMS & CONDITIONS. SUB^TOTAJ.' • �': ;,� TAX% „� a a n �} 142.20 .001725 10131 I ' DATE: Owner Permit No.. _ ENERGY CERT •I F I 'CAT ION 86 Oman Drive, Oroville,. CA. LOCATION A.P. No. DESCRIPTION OF'INSUI.ATION ROOF Material Thickness(inchea) EXTERIOR WALL Material. FIBERGLASS BATTS Thickness (inches) 31" & 6a-" Brand Name Thernul,l Resistance (R Value)_________ Brand Name MANVILLE SCHU!LER Thermal Resistance(RValue)R13 & R1 CEILING Batt or Blanket 'rype FIBERGLASS BATTS Brand Name MANVILLE-SCHU!L R Thickness(tnches)_ 12" 'Thermal Resistance(R Value) R38 Loose F1.11 Type_ FIBERGLASS Brand Name INSU! SAFE 3 _ Minimum Thi.cknes$(Inches) ]5?" Number of Bags_ Wt. per bag .35 lb. Area tovered(ft. ) 2400 Thermal Resistance(R Value) R38 FLOOR, ELEVATED Material Thickness(i.nch► s) FLOOR, SLAB Material_ Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance,(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation Was installed in the above building in conformance With the State of California Energy Requirements. l! OE:RKE INSL ATION CO. , INC. —~ZF RM NAME /OWNER � i ALJ ,G.J SIG 'URE OF INSTAI.tArN APPLICATOR 499150 STATE CONTRACTORS LICENSE NO. May 27, 1994 DATE. I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by cite State of California Energy Requirements. All equipment:, devices and materials are .of the quality prescribed or are specifically approved by the State of California.. FIRM NAME/OWNER (Please print) j—jGj4k-,fifj O ,01KNERAL CONTRACTOR OWIER 12,32 RS STATE CONTRACTORS LICENSE NO. 9 -/9 -?r DATE T11IS CERTTI?ICAFE MUST. RE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL. INSPECTION APPROVAL. AND A COPY S11A.1.L BE POSTED WI111IN THE BUILDING . January 1984 04" 30 ©Z5� JOB NUMBER » #93101 DATE » 12/16%13' n STRUCTURAL CALCULATIONS FOR PROJECT *SPIRAL STAIRS PLAN >> NAME >>a"KELBERGERrRE-I ENCS: ADDRESS »OROVILLE, CALIFORNIA ARCHITECT BRUNO AND HAWKINS 10 CONSTITUTION DRIVE SUITE A CHICO, CALIFORNIA 95926 (9.16) 895-1125 B�N7'yo- OEC 2 QT SEDHA Aqc c� o. 3 <e<l �q ¢�q3� 1437 BUM oounrr qUL09iitd D@PAMUVT . APPROVEu '! 5 12 GAGE U R mA'aMUM STEP RISE: 91/2;, .75"X.120" PICKETS (MAX SPACE 4") STEPS 4" OD OR 6" OD COLUMN EXTENDS 36" ABOVE TOP LANDING HANUP A,1L VV GHT: 34" - 3$" ABOVE F1N1S ED TREAD 1,5"}C.OGS" ROUND TOP RAIL _ OF A�F`� STEP RUN TO BE A MINIMUM OF 7 1/2 12" OUT FROM CENTER COLUMN r AD DIMENSION TO BE A IMUM OF 26" FROM INSIDE E OF CENTER COLUMN TO INSIDE EDGE OF HANDRAIL STEP WIDTH: 27 1/2" ' MiNTIMliM eum oo , t �LDW MOPARTMENT.:!: APPROVED.:.". :• . H VI VI F W F W W W W WW 0 i W 000 1100 �- N �Na aaa N N N N N N 0 L')xd-x3/)6 4— Ao a(, ( lio c s r— se-QP I '.I — BUiM 0ouNTY AP�'f�C�VE� �5 22-141 SO SHEETS 22-142 100 SHEETS A—AD 22-144 200 SHEETS P UN Cf7 M v� v s c TJ Z ZZ W WW Y 0 VI N O O O knoo -r Na vaa N N N C4 (4 C4 4"vs o�r 6110 sc-kQb-t, (e- 4o C -e. `I -e.- co (o en n , rt`RE,pro rrvA-Te-R,I �\L. I w KoUh d- 'tJoi ✓l � G Va ( ( s 8 "�� w�A-I"" vlA o �S2 S -"Ave.5 (a. orre -- QST vn A - SOO G-� , g 4ZI�s� A.STM Ar+4-(o Grp, A A-srnn A-soo 6P, 8 T-,=¢z�-s� AST -m A,� 1�1a�4-e Ne �OUPILq le- f2L-fvokes "- kall be EC, D . G(l -F, (Iet' welds shall be .rm. Ve?" ARHA �tii No 18693 REN. REN. 13 BUM. AouNTY O1LDM QWARITAENT APPROVED 5 N e�:_ c s <. CD �s� gle CS lSb nus Nfn g.�. 1. y R., {}y7"�( '� r:'�-w,�r-l�. . ' `4. �S�it �i tCt• � s c �" �`.r r.k €r `! x.��`"' c b ' '• Yvy �F �y .ri'�. '� • � r � ��� ,� udj'`��J rYF t 4 f r � a rfr� ex 4c �' at 'far t��'��ri� �•ra,�,a•'� ''"x �'�• - ~ h-. : i �+�•�. s' �*��- y � ������,, a�, "t ,� it L OR h2 xc i t,�`,cEt�'. tY. f•-r'r.,..n.. t�'i -. f�>a� .� . 'k s Y ��+�'�J •fF 4r � 'A " L sR'!' j 2r, �yL' -. - S r •�. , i Fie`c'r��j h Ort t ION a 1 „, u;, 3� o� Erti� 1 ea' RLY l e ' jf iia ��' aF�� IF/�p,��} ��yµ ii✓j� i`Y- .. .y�j�e'+, 4r i. Q.S.' ,;. tiar'k '� • S`Y'�'� k ..IL XJ.i+`yurf' - y. a N•v ,, fY"+E°l5+ r� k a- CERYOF `\.,\)1E OF TIMeF z v� U C C K n f O I. CONFORMANCE HE UNDERSIGNED MANUFACTURER HEREBY``CER•TlFIES that the products identified below and on attached sheets Nos, are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION• (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190,1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Riddle., Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau, The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. %i JOB NAME: -- JOB LOCATION: Rgrirl l ng-! f'A CUSTOMER'S ORDER NO. 14167 DATE 5/7/87 MFGR'S ORDER NO. 13766 members have. also been manufactured to the (mors restrictive provisions o f. P.S. 56-73, SIGNATURE COMPANY Riddle Laminators r TITLE_ Quality Control ADDRESS Riddle, OR -DATE.' 5/20/87 AITC HEREBY CERTIFIES that the said company at its said plant is licensed by.the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Markin respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant, Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 37122 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION RF_C5-1VSt) I KFS cn 11 6R• SA1 FS © 1983 AMERICAN INSTITUTE OF-rIMSER CONSTRUCTION 1 RECORD OF GULIFICATIQN I PLACE PHOTO HERE NAME James Iverson SS No. 567-70-7743 STREET 2650 LL)dlgn Ave CITY Palerim, CA 95968 ZIP DATE____fi[11/a CENTRAL WELD AGENCY. 916•ItS G195 4437 ftLADENA ST. SAC.. CA "SAI WELDING PROCESS s PIPE NA PLATE POSITIONS 3G 4c, tWb i 1 / J ELECTRODE E11018 -- �� 11,1 :-.,;, N. SIZE_ 1/8" CLASS 4 ti: STAMP cv; QUALIFIED PER — AWS B3 n • CwA SIG. •T�.y'_.-t-'1•'- •�: _ J •- _ _� 4, Y' .L. F I t ! 1r NECORD Of WELDING CONTRACTOR CNS ' DATE SIO. Jim Iverson Son We 12/89 Same 6/90 Same -12T9 —0 i Same 6/91 Same 12/91 Same 6/92 Same '12/92 Same i 6/93 Same 12/93 ' Same 6/94 NOTE: This card must he returned for documentation every 6 months. r! I 4T = a. S X f, o k 7, 4156 = 3 3• S S , � = o • S x SX 7 (S6 X76 = 147 �-�i 3o 2 /2 CZ/3Sfz= ���2 X� ^ ?0d6 zoo IF LET [EHQH[P=[EMMa 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 COB N o OFpEPT MME NOV 0 3 1993 County of Butte Building Department 7 County Center Drive Oroville, CA 95965 Attn; John R. Henry ol, A 4:�: SII 5 (916) 872-0254 FAX (916) 872-9331 November 4, 1993 Subject: Structural Plan Review - Shear Walls over Retaining Walls Project: Dunkelberger Residence - 86 Oman Drive, Oroville, CA Based on your Plan Check Note No. 14, I have reviewed the plans and lateral calculations for the proposed building by others and the retaining wall calculations by FLT Engineering (Job No. 2127 &-2140) and noted the following: A. The maximum uplift force at 8" concrete retaining -bearing wall foundation (Job No. 2140) is 4.99 kips. Provide an additional #5 vertical rebar at all HD - holdown locations. B. The maximum uplift force at 8" concrete cantilevered retaining wall (Job No. 2127) is 1.94 kips. Provide an additional #4 (min.) vertical rebar at all HD - holdown locations. Notes provided on Plans, Sheet 5 of 9. If you have any questions or additional requirements, please call this office. Co. Better Builders Construction Sincerely yours Bruno & Hawkins t� File Frank L. Tyukos _j f... / j Y \:. j �1IYt��i^i�4Y' N��• 4 tMS� Cf YFHK �«S�i�([iYM1�t1,���L�y4, }S - � r �-k !rs +fit fx�"_' - 7k ���t {F. ,T �� YY..--.:: r1i !,F{ � ;. •@tet � - _- F't 4 .?,���, at 1�,'Id!?'" r'1:'1r�4.� 2 a �:1• 3`ad f K �.. J �t- ;S 'S S Z C'i,�k�11 ,�f••}#jy;, t� _ t��u. , a _ _ �° Hr . .. RESIDEATIAL ELEIATOR f �',� ix ��'�,.( i�}" ��ax%.•F�`ik•i�0�'i� ��"� 5.�.��7� 1•� FI�,G j� F I 1 �'. �. 2 1F�'`>��'t i.r•L "- - f.L.•} P .S 1"'j "�'1 Y �F r,yy �' ''t'ir"5• - " fi ,.i.y' '� s1 it tom: ud!i1 E, Awl 1 ✓" Y:, It i � � i r•. Ar `F e fi w � � • das � j�,1. ' t. F.. k,'. A .< fte il--- X EN iry � ' .,. "•^" a �'i"��`•+ - �xs"�F�F,•� wr - : � viii . ° � _ �'v�i r 5 _ i =Rt y.r �, r�' +' ty}• i; '[ri i tYi y •,.c5.>< r ,. ` _ { 1�[46w� .iri�%y .,;:.. 3�'� ��r•:'s}1���'t„�,;,��y"•,n �t�F� � �+'� � �.'T�, � � .'fi. �. 4� 'isr*t. w'' x - �1 :'n����p`'+tymj�"''°tr�'-� "' �r '�"'"�°r'�-.x�"a ''�'�'�". ��� F z... ��� `', +f+�� �Y �ifw �s �����✓� �� �� ��� cs4 tir a b� vrx + a c �Xz w won sIS yfs * r7 c .yrR r my f ff�w�yjjt f .•c � � ! o .z In' tr fix" e v ' r�� • � ��`y�,�^.��E � �r k fit; 't�' �`Asi% q . t9' amt _ �t;���� �.�'�"� RV` f � ?Nr r r .T r "•'s,4 "T'Wr -�. - � Z+Et SMy , nj �'3�'��t F� . u���'+iyl � i 3 h t y 7•�. E`l'i rSF SiT�z Rh r r Y _d4cf .1Mg . xrrirs+'�-lr:-J ay�m „ - amm Sm, ' ' �(d'y�Xw'd7 � �;' L {�hl';r.:A)�. }�&' f� � d+'•ti� s�if d- id KI xSG Ye icy rY kart" rF �' F 5 mq_ 10s;d,!` tis✓ud y a r a r f i''h. ivz MAW Or r t sk EiC L iY*s.;kafrNs a,.+r I`rigi{�r�?}�ttnr- ;���a , t 1 tir J S, r �., µqt yS4°ii1� �'y TaWs ryt.' ur7r a" r 4 nn. r�r ' c ✓4t'Y���,«r:'' � E • a.n rx�� � tii.��� rr yy � t l� Y . iia �y rF � xt a e s :: 3r A fJi �,.Cyy ,1L ��,1y��?.�.- qj a'�-d"h. ai: ^• � J J?. All- �3� �yi r� �i � 3J .kCJ.at• � ., F�f ,1.: , ; .. � f,J'rT a t . �zt rk3 9 �t'4c#pf %F'i.7 tn'tf�".'rAaf.?�i f, Sf b ,,aate� . roti. y - S �:• y .s4� i�,f 'b{ _ ���rt � sr`JY• s f''� Mt�fi Concord's residential Elevators incorporate proven elevator technology a 1 to 2 cable/ - hydraulic powered car that, travels on elevator guide rails securely fastened to the building structure. The enclosed, open end car, travelling in a smooth flush hoistway at 36 f.p.m., permits a secure, comfortable access to all floor levels from 2 to 7 staggard landings. Standard Features • Low cost vertical transportation • Quiet and dependable 1:2 cable/hydraulic drive • Standard car size for minimal space allocations (3' x 4) • Ten colour choices of melamine interior panels with black anodized aluminum trim • 750 lbs capacity • Constant pressure floor selective controls • Solid ceiling with two brass coloured aluminum down lights • Maximum travel of 50 ft. • Choice of tongue and groove oak strip flooring or rubber skid resistant flooring • Brass control panel with illuminated buttons • Digital floor indicator • 36 f.p.m. (nominal) • Optical scanner for floor location • Oak, stainless steel or brass handrail • Serves up to 7 stops • "Car in use" illuminated hall call buttons • 68" car height Safety Features • Emergency battery supply to operate elevator in down direction in case of a building power failure - -. • Anticreep releveling device • Electric strikes or door interlocks to insure that the door cannot be opened when the elevator is not at the floor _ • Emergency lowering valve at pump.unit • Downspeed limiting flow control _ • Emergency alarm and lighting - - • Smooth positive ride with automatic stop at selected floor A slack/broken cable safety device ensures the unit will stop and sustain the lift and its rated load • Emergency button in pit and on top of cab Cost Efficient Features • Minimal space allocation Load bearing on pit floor - Optional locations for compact -quiet hydraulic power unit �,t • 92" overhead minimum �.:, • w pit minimum • Reliable solid state CSA approved controller • Automatically timed car lighting • 1 to 2 cable/hydraulic drive reaching greater heights at lower costs Options 1. Horizontally collapsible or Visi€old car gate with automatic'operation 2. Brass telephone box 3. Telephone 4. Four round dot lights SNF 5.3' -x 5' car (clear inside) 6. Wiring conduit package Oroville, 7. Key operated hall station (016)532- 8. Key operated car stafion . 9. Machine cabinet 10. Tank .heater 11. Side entrances 12. Swing door packages (wood or steel) 13. Custom car sizes in width, depth, and height 14. Oak car interior or plastic laminate interior Installation Features *:Pre assembled rails and brackets form a : stackable solid support structure • Pre assembled'jack stand, pit c"camel base rails, yoke and brackets • Modular walls for easy installation • CSA approved solid state controller with plug in wiring • Pump units and controllers are lacUxy tested • Custom shop drawings provided for contractor building the hoistway PARSE CA 1328 N V- ) r -'t. 4�-w. pet`.:ar•: } it-.° Tl¢ 3;•ir t�*SIM';5 rYs f. 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EDNCORD'S "KWIK F T STANDARQ DESIGNI-AYQUT e Y ie: 85 ? _nw LAYOUTS FOR STANDARD.SIZES SHOWN "VARIOUS MODELS & SIZES AVAILABLE" CB ENTERPRISES Oroville, CA - (916) 532-1328 3/47 (l9) —A— HOWMAY 1 � 1 TYPE 1L—G# HOWITAY PUMRM rsrsssssssiis. HOISTWAY PLANS /. HO13TTWAY ' / 120) s 4 I I 331,C( `(l20) � - (l9) PurroRll (19) � (20S) (2 3) I To �. DM BE A G1 TYPE 2—G D� Bi 1 A g- C (102) E (102) G CLEAR INSMS CAB --:1 W� U A �HOISWAY �p1ATCPORU v ~ W 501/2" N 48" Y C-4 c :.:51" 3 NN 914 x 1220 .1420 1270 m zo C 1220 U 865_(1335 1295 1225 .391/2".. 1005 3' x 5' 68" J 01I1 r(i52) IN. '1:2 CABLE HYDRAUUC' 3/47 (l9) —A— HOWMAY 1 � 1 TYPE 1L—G# HOWITAY PUMRM rsrsssssssiis. HOISTWAY PLANS /. HO13TTWAY ' / 120) s 4 I I 331,C( `(l20) � - (l9) PurroRll (19) � (20S) (2 3) I To �. DM BE A G1 TYPE 2—G D� Bi 1 ONOMINAL SIZE LAYOUTS FOR "LEFT HAND" MODELS SHOWN. CLEAR INS= CAB "RIGHT HAND" MODELS ARE OPPOSITE AND DIMENSIONS ARE IDENTICAL. CAB GATE IN OPEN POSITION. RAIL AND PIT REACTIONS VARY WITH CAB H011• MAY SIZE AND CAPACITY, CONTACT CONCORD'S 2 3 �W ENGINEERING DEPARTMENT FOR ACTUAL (70 ;A I FORCES. NOTES 1. HOISTWAY MUST BE PLUMB AND SQUARE AND TO SIZES SHOWN ... ALL DIMENSIONS INDICATED ARE FINISHED DIMENSIONS. 2. SPACE MUST BE MADE AVAILABLE FOR PUMP UNIT/CONTROL. THIS WILL VARY WITH THE PROJECT. CONTACT CONCORD'S ENGINEERING DEPARTMENT FOR MINIMUM REQUIREMENTS AND PLACEMENT VARIABLES. N.B. CONCORD'S PROGRAM OF PRODUCT IMPROVEMENT IS CONTINUOUS. WE RESERVE -THE RIGHT TO MODIFY SPECIFICATIONS WITHOUT NOTICE. 234' (70 r (2003) T1.- F TYPE 5L—G# J 96 G 3/4. CAB aNTRYE I (to) CLEAR W=ft CAB -{ TYPE 4—G G �. I CAB BIRRY I �-- E CLEAR WME CAB H NOtMAY PIA' PORP TYPE 6—G c�iBAR u smE CAB F (203) PLATFORM SIZES A g- C (102) E (102) G CLEAR INSMS CAB --:1 4 2(4* (120fr 2 3 4� (0) A �HOISWAY �p1ATCPORU 2 3 4' (70� ONOMINAL SIZE LAYOUTS FOR "LEFT HAND" MODELS SHOWN. CLEAR INS= CAB "RIGHT HAND" MODELS ARE OPPOSITE AND DIMENSIONS ARE IDENTICAL. CAB GATE IN OPEN POSITION. RAIL AND PIT REACTIONS VARY WITH CAB H011• MAY SIZE AND CAPACITY, CONTACT CONCORD'S 2 3 �W ENGINEERING DEPARTMENT FOR ACTUAL (70 ;A I FORCES. NOTES 1. HOISTWAY MUST BE PLUMB AND SQUARE AND TO SIZES SHOWN ... ALL DIMENSIONS INDICATED ARE FINISHED DIMENSIONS. 2. SPACE MUST BE MADE AVAILABLE FOR PUMP UNIT/CONTROL. THIS WILL VARY WITH THE PROJECT. CONTACT CONCORD'S ENGINEERING DEPARTMENT FOR MINIMUM REQUIREMENTS AND PLACEMENT VARIABLES. N.B. CONCORD'S PROGRAM OF PRODUCT IMPROVEMENT IS CONTINUOUS. WE RESERVE -THE RIGHT TO MODIFY SPECIFICATIONS WITHOUT NOTICE. 234' (70 r (2003) T1.- F TYPE 5L—G# J 96 G 3/4. CAB aNTRYE I (to) CLEAR W=ft CAB -{ TYPE 4—G G �. I CAB BIRRY I �-- E CLEAR WME CAB H NOtMAY PIA' PORP TYPE 6—G c�iBAR u smE CAB F (203) PLATFORM SIZES A g- C D E F G H. --:1 J �K. 3' x 4' 56" 50" 501/2" 38" 48" 36" .3411_. '521/2" :.:51" 481/4" 914 x 1220 .1420 1270 1280 965 1220 915 865_(1335 1295 1225 .391/2".. 1005 3' x 5' 68" 50" 621/2" 38" 60" 36" 34" 641/2" 63" 481/4" 391/2" 914 x 1525 1730 1270 1585 965 1525 915 865 1640 1600 1225 (1005), MEMO.. Q do%-: w f.14 f Y. .. ....... . .... . . ... .......... .... 1v , IkY w f.14 f Y. .. ....... . .......... w f.14 f Y. Iffl, 11IFT., SUGGESTED sa19CATIONS 4At " GENERAL General Elevator must meet or exceed standard local codas and regulations except where specified otherwise Scope A. Furnish all labor, materiafand-equipment necessary or required to fully complete the installation of the.Mraulic lift as = indicated on the. Drawings and. Specifications. - - B. This Specification is Intended to cover the complete installation - of the Concord Kwiklift Design (1:2 Hydraulic). - Preparatory Work by Others The following preparatory work to receive the elevator specified in this section, is part of the work of others Sections: A Permanent power to operate the -elevator to be provided to a lockable fused/cartridge type disconnect switch. B. Provide an enclosed, plumb and square hoistway with smooth interior surfaces Include for fascias or furring of hoistway interior. V C. a) Doors, frames and door hardware. b) Provide rough openings as per elevator contractors shop drawings D Provide substantial level pit floor slab to support.loads indicated on elevator contractors shop drawings E. Provide adequate support for guide rail fastenings F. Provide pit water proofing or sump pump, if required. G. Provide 6" piL H. Provide 92" overhead minimum (overhead = distance from floor at upper level to underside of roof) Quality Assurance A. Subcontractor Qualifications 1. Execute Work of this Section only by a company who has adequate product liability insurance in excess of two million dollars 2. Skilled tradesmen must be employees of the contractor to perform the work on a timely basis B. Steel Components As a minimum, steel components must meet ASTM A•36 or equivalent standard. Bogs to meet A•307 or equivalent standard. C, Requirements or Regulatory Agencies 1. Fabricate and install Work in compliance with applicable jurisdictional authorities 2. File shop drawings and Submissions to local authorities as the information is made available Comparry pre -inspection and jurisdictional authority inspections and permits are to be made on a timely basis as required. M gs drawings will show a complete layout of lifting t detailing dimensions and clearances. reactions shall be provided by the lift urer. Data 1. Model..........................Kwiklift 2. Rated Load ...................... 750 lbs 3 Rated Speed.....................36 Lp m. (nominaQ 4. Car Dimensions ..................36" Width x 48" Depth 5. Levels Served .................... up to 7 (maximum) 6 Number of Openings ..............7 maximum 1. Travel ..........................50' maximum 0. Operation .......................Automatic 9. Power Supply ....................220VnPH130A 10. Lighting Supply ..................115VA5A . 11. Jack type ... . ...................1:2 CablelHydraulic CAR ENCLOSURE 1. Walls -1/s' Melamine panels, Black anodized aluminum trim. - 2. Ceilings -1h'Melamine with 2 Brass coloured Down lights 3. Floor - Tongue and groove oak flooring. " 4. Handrail - oak rail 5. Emergency Operation - The car will be equipped with a battery operated light fixture, manual lowering device and alarm which will actuate on failure of normal building power supply Battery will be rechargeable type with an automatic re -charging system. 6. Car Operating Panel - It shall consist of one tightup button for each landing and an emergency stophlarm button, digital floor indicator, mounted on a Brass panel. 7. Digital Floor indicator located an the control panel will display the location of the elevator in the shat".. B. Car Lighting - The car lighting shall consist of 2 brass coloured down lights. The failure of one lamp shall not cause the remaining lamp to extinguish. - R- P.Iafforrn Tae Guard -A platform toe guard will be provided at each car entrarice opening to extend below platform -surface.with-a 30 degree bend at the lower edge 10.Electricstrike locks for doors (other locks are available on _ regrri'st). 11. Automatic light feature -allows the lights in'the car to automatically tum on when the elevator doors open and to stair on when the elevator is in use The elevator lights will shut off by a timer when the elevator is not in use 12.Car gate shall enclose each car entrance: LEVELING DEVICE 1. The elevator shall be provided with a leveling device which will maintain the car within 1/2" of the landing. 2. All limit switch and leveling device switches shall be located -in a position to be inaccessible to unauthorized persons PUMPING UNIT & CONTROL 1. The pumping unit and control shall be integrally mounted. The control enclosure shall be mounted on the pump unit frame and be prewired and tested prior to shipment Control circuitry to be tolid state and located in car control station enclosure The pump unit control valve shall be a'unif We which includes all hydraulic control valving inherently. This valve shall incorporate the following features: - Up direction acceleration speed adjustment, for a smooth start. - Smooth stops, at each landing shall be an inherent feature of the valve - Adjustable pressure relief valve. - Manually operable down valve to lower lift in the event of an emergency. - Pressure gauge, indicating in BARS/psi. - Pressure gauge isolating valve, manually operable - Gate valve, to isolate cylinder from pump unit. - Adjustable flow control valve to set maximum down direction speed. - Electrical solenoid for down direction control. CYLINDER AND PLUNGER The cylinder shall be constructed of steel pipe of sufficient thickness and suitable safety margin. The top of the cylinder shall be equipped with a cylinder head with an internal guide ring and self-adjusting packing. The plunger shall be constructed of a steel shaft of proper diameter machined We and smooth. The plunger shall be provided with a stop electrically welded to the bottom to prevent the plunger from leaving the cylinder. CABLE Min. 2 "'318" IWRC Galvanized Aircraft Cable Min. breaking Strength 14,400 lbs each. SAFETY DRIVE A "Slack/Broken Cable" safety device shall be supplied which will stop and sustain the elevator & its rated load, if either of the hoisting cables become slack or break. The safety device shall be resettable by the operation of the elevator in the upward direction. A switch shall be mounted in such a position to sense the operation of the safety device, & will open the safety circuit to the controller to prevent operation of the elevator in either direction. HYDRAULIC VALVE In addition to the standard operating features of the hydraulic control valve, there shall be a pressure sensitive check valve which will activate when negative pressure is sensed in the hydaulic system. The check valve will close & slop the hydraulic jack from descending immediately on sensing of negative pressure GUIDE YOKE The 1:2 guide yoke/sheave arrangement shall be supplied with a sheave, guide shoes, roller bearings & adjustable able guards The sheave shall be finished with rounded grooves to fit the cables supplied. TERMINAL STOPPING DEVICES Normal terminal stopping devices shall be provided at top and bottom of runway to stop the car positively and automatically. GUIDE RAILS AND BRACKETS Steel T Guide Rails and brackets shall be securely fastened to the building structure. Brackets shall securely hold the guides in a plumb and straight position regardless of car loading. Guide rail brackets will be securely fastened to the support wall. CAR SLING. - " Car sling to be -fabricated from structural steel memberswith adequate bracing to support the platform and car -enclosure. The buffer striking member on the underside of thenar sling must - stop the elevator before the plunger reaches its down limit of travel. Guide shoes shall be mounted on the top and bottom of the car sling to engage the guide rails Guide shoes to be solid: slipper type WIRING All wiring and electrical connections shall comply with applicable. . codes. Insulated wiring shall have flame retardant and moisture proof outer covering and shall be run in conduit, or electrical - - win;ways. Travelling cables shall be flexible and suitably suspended to relieve strain. EXECUTION _ Examination A. Pre -inspect the construction and service requirements for work by others These requirements will be included in drawings, diagrams, engineering data sheet and special instructions before the work commences _GUARANTEE The elevator contractor shall provide three (3) months free service from date of approval by local authorities The entire elevator and all component parts shall carry a one (1) year guarantee The. . guarantee shall be for the replacement, at no cost of defective parts but shall not include the labor costs required to replace the defective part or parts INSTALLATION 1. Installation of all the components of the elevator that are specified in this Section are to be arced out by an authorized elevator contractor, in accordance with installationloperating instructions provided by the manufacturer. 2. This work shall be accomplished in compliance with all applicable codes of the jurisdiction authorities 916 5321328 Rokirk Industries Ltd. 2805 Murray Street - - . Port Moody,-B.C. "V3H 1X3 - - - -_604-461-6636 Fax: 604461=0525 Distributed throughout North -America., Printed in Canada. Head Office ILILJI � 10 Whitmore Road Woodbridge, Ontario CONCORD L4L 7Z4 _ m416-856-3030 ELEVATOR INC. Tor. 416-798-7599 Fax: 416 851.6 m U.S.: 1-800-661-5112 c ice 425 Consortium Court London, Ontario' , N6E 2S8 - CB ENTERPRISES_ _ s19-681-3311 Ofoville, CA Fax: 519.681-3494 916 5321328 Rokirk Industries Ltd. 2805 Murray Street - - . Port Moody,-B.C. "V3H 1X3 - - - -_604-461-6636 Fax: 604461=0525 Distributed throughout North -America., Printed in Canada. �4 «.'•'. ._-..r} :,.r? �.�r�. j,�"�y`3,�:.gL Yc. ,,r�A ,SKr•. :a-t� ��.,-;fie' � y�qr '`t' ''����{i��->rx���*� `.. t !, _ a�,h�� �' ,t,.tix 77 S � f t .. J l' p ,h "�R•i-S', i5'ip % 5 µ. e r4,�_ =�e i moi. - ',h�J�'iji � s�' i5'[�,><s"�` �CYyt' C y . _ fsi+Y,.z}s r ,c•; -,. —7 7rt,4 xrr t % s lr .{k U. 4 lit 2' 3 -ZF rJ 'S'ti f '1 +tali �;`�,S -r .� �.. Y �IN, r 7mkh f 'v�'t'te✓rJtf k ��ti P rG- s " y MU - VW 2E Y„'x•'YL hXsx�r'F+Uk 40 p t '5 .,,t o°,� .has,,. "•-',T ray 4rl ,r f n ; a{ i 1 fati{ K,iFri''. I. c- .,G B" i rt p'2f S a kl 2 au' xf,%Y ux; a -°m�'%G!" .; fyr ✓' 'w.'Y i7n'�d^;^�' f _ P5 tt +. rue Ww- ART t.i 'ar Sm-AG.1T 7 tj '�,iiSt,�i�'if.q t.y�tlt r.�e,. J k Ij n, �s rOKI. t z car v s c sr ki. �: ,-. Mr _ ...-, ��s _ s ._ .. `<#i3aC.t2°..9S:xc.a.�.,.., ., rT�tI'.<Gw-.._ ..s �`�'„i�L:. .iL GE'NE'RAL DATA 0 In L —I:. - I c SPEEDS 36 MEN04GS PIT DEPT (92' „ o WIT IIEPTH INDEX CAB OPERATION IS BUTTONS ARE MARKED AS FUL OVSr _ TELEPHONE CABINET VIQ SYMBOL FIN HANIAE' (APPLICABLE- YES or NO = ) STEEL CORE VIRE ROPE. NOM. DIA.. 'a& (Ron) `C% �IAvu Dv. J � L CALL LIFT II MIN BOX LOCATION cm a AS PER SIZE REQUDiEIENTS 67 02' TO 16' RECO MMENDE) if TY9m& a-nmz I am( �IU11.ET 0111DUr. TYP. STIIDa CL`42' OUTLET L BX F RIIIIL OUTLET E07C FOR rxL GIFT surra DPIT CHANNEL% 3/16'thk.x 7' CHANNEL IRK UPS"Np 3/ NOTES STOPS BOLTED TO RAIL TO ALLOW NOTE, 2 STEEL RAIL APPRO)L 1' RUNBY AT LAVER LEVEL. (IF APPLICABLE 1. MACHINE ROOM EQUIPME CAR SLING (V4'x4'x3 i/2' AMC FOR STILES) 3 t3/I6'x 2 I/2'x 2 1/2' FOR CANTILEVER ARMS) 4 'SHORING' RAIL STOPS FOR PIT LESS THAN 3'-0' _ DEEP. AFFIX TO WALL WITH CHAIN.DRD_L RAILS. •- LIFTING BRACKET C4x5.4 WITH TYPE A SAFETY MECHANISM ATTACHED. APPROXIMATE LOCATION ADJUSTMENT BY INST TO MEET JUBSITE CONI 2. THIS INFORMATION IS TRi WEIGHT DEPENDENT. 3. THIS INFORMATION IS F( WEIGHT DEPENDENT. 6 SPREADER , C4 x 5.4 CHANNEL. C O N T R O L L E R CYL. CAR LIGHT BRASS POT LOGHTS No. REQU'A MODEL If PIT LOADING TOP OF SHEAVE SHOWN IN 'LOWEST' TYPES JOBhK- $ CSA R1 LR54662-4 i I$ LANDING DOUR ELECIRO/MECHi NICAL LOCK- . RAIL BRACKET. NO. REQUIRED nMm >D SEE ET SI FOR POSITIONING. awTmx V0.T9 24 V DC CONTRd ANM I o . oN c,I GUIDE RAILS 373 kG/M No. REQUIRED, (TRAVEL DEPENDENT) H.P., 25 h AMPS, 12 MFG BYi CYL. E RAIL SPLICE PLATES ON BRACKET. REQUIRED' (TRAVELDEPENDENT) DATE, PIT LOADING OF SHEAVE SHOWN IN 'HIGHEST' ITION.R3 FENTRIES, NOTE -SILL PIT f L��R T0 L ❑A.D �F; 4000 lbfSHED I x(INCLUDES IMPACT) cl APRON FIR 'TOE -GUARD' A U- RIES. SIZEr 4' x 33' No. REQU'DI x 3 31W DAK HANDRAIL a 34' FROM CAB FLOORSUPPtJRT REQUORED' PI YWIHID SUBFLOOR (SEE TABLE Al FOR FL�D.R) SIZE RAIL BRACKET FA.NTI_NINGS, STD. #14. x 1 IM LOCG i`i tv TAPPINL WKLV taiDKtV-J.LlI _T1 LANDING ENTRANCE RETURNS. DD NOT INSTALL 17 UNTIL DOORS/FRAMES IN POSITIOK(SEE NOTE H > MODE i I$ LANDING DOUR ELECIRO/MECHi NICAL LOCK- INLE WPIT LADDER SEIR PIT IN EXCESS OF 3'-D' DEEP. 9 (OPTIONAL) PLOP PLLit CAB EMERGULy- LIGHTS AND ENCLDSURE FUR LIFT SIGNAL CONTROLLER (24VDC)BATTERY-PAK. CYL. CYL. OPTICAL LIl(IT-AND FLOOR STOPPING SENS[S2S � BUKS 1 I J; FITTINGS, ITY & CAR d )AIL FORCES 11R1 'I xR2 370 IV 1 240 lbf SERIAL# K- O/DI MODEL DEP. MOTORl2. ) /_v/ I/D� MODEL DEP. VALVE+ SEE (TOTE NOBEL DEP. FLOW. SPf] III (fort I MODEL IEP. PUMP, SEE NOTE 3 PROVISIONS BY OTHERS IMPDRTANT� THE FOLLOWING NOTES SHOULD BE CONSIDERED BY THE OVNER OR AUK PRIOR TD APPRIIVAL OF THESE DRAVINGS E SPEC,3FICATIOHS A HDISTWAY AND MACHINE ROOM IN ACCORDANCE WITH ELLVATOR/LEFT SAFETY CLUES O AND TO LOCAL CODES AND REGULATIONS. (IF APPLICABLE) OBPLUMB HOISTWAYI BLE TO CLOSE RUNNING CLEARANCES OWNER/AMNT MUST ASSURE THAT HOISIVAY IS CONSTRUCTED PLUMB AND SQUARE AND TO SIZES SHOWN. CNIRANC WALL FASCIA TO W CONSTRUCTED OF META DRYWALL slit PARGING. IT IS STRONGLY RECOMMENDED THAT THE LANDING ENTRANCES/RETURNS ARE NOT COMPLETED UNTIL LIFT IS INSTALLED. OWNER/CONTRACTOR MUST ASSURE ENTRANCES/RETURNS ARE PLUMB & IN-LINE, IF INSTALLED PRIOR TO LEFT INSTALLATION. QMACHDC ROOM, LOCATED AT LOWEST LEVEL ADJACENT TO EOISTWAY , UNLESS D SHIT" OTHERWISE IN LAYOUT DRAVIMGS n ACCESS TO MACHINE ROOM TO BE T14RMJGH A L1TI® DOOR OR PANEL,AS SHOWN LURM LDLL + T U -,LY UlaU-M- . I — a I — — 0 FM UWSI (LUCATED ON WALL ON LOCK JAMB SIDE OF MACHINE ROOM DOOR) S CH DR ME QUAKMT SE Sm IMD)DR 1 CM 1 30 Alf I- (' 4S L— QG SLEEVES FOR CUL t ELECTRIC LINLS tKUM MALrurc RULE, iu „�-' --' REQUIREDAPOSITHN AS SHOWN ON BRAVING OR TO INSTALLER'S INSTRUCTIONS) SUITABLE LINTELS OVER LANDING ENTRANCES -PLEASE NOTE THAT ENTRANCE FRAMES ARE NOT DESIGNED TO SUPPORT OVERHEAD WALL LOADS. OPIT WATER PROOFING OR SUMP AS REQUIRED. PIT FLOOR DESIGNED FOR REAC- TIONS SHOWN. DRILLING/BACKFILLING PIT BOREHOLES IF APPLICABLE. OJ ADEQUATE SUPPORT FUR GUIDE RAIL FASTENINGSETC. BUILDING STRUCTURAL ENGINEER TO ASSURE THAT BUILDING AND SHAFT WILL SAFELY SUPPORT ALL LOADS IMPOSED BY THE LIFT EQUIPMENT OIF ONLY WOOD STUDS ARE USED. CENTRE 13N HOLE CENTRES SHOWN ON SHT. *t AND USE MIK 2'x6' STUDS, WELL SEASONED WOOD. BRACE BETVEEN STUDS WITH 2'x6' STUDS (FLAT) 6 CENTRE ON VERTICAL BR'KT SPACING REFER TO SHT. #3 FOR RECOMMENDED RAIL SUPPORT REQUIREMENTS. LIGHT FIXTURE AT TOP OF HDISTVAY (MIN. 4-8' WITH 2 FLUORESCENT TUBES) AND PIT LIGHT, ARE OPTIONAL FEATURES THAT ARE RECOMMENDED. ® FEAM SIAM Rim BOX CAB PANEL TRIM CEILING fLDOR CEPLATE FlORlFD11IRRCIR ELAG( ETCH WHITE ME41100 w[ fUAT-IRASS MELAMITE ALUMINUM MELA)4NE ON BlrfwVM-- Company Nares Dote Appro-ed- Sgno t ire% (Print Name) Title/Position standard Units Fill In this section of the drawing to approve sheets L 2 and 3 The equlpnent wilt be fabricated according to the Inforriation on these drawings. Finat drawings will stl(1 be prepared and forwarded for your use as required No. of copies req'd, INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOGNISED NATIONAL/INTERNATIONAL ELEVATOR/LIFT SAFETY STANDARDS.(IF APPLICABLE CUSTOMER- DATE PRIACT [IRAVH BY• BRAVING No. SHEET No. TYPE, KWTKLT�T - i± N/A 2 of 3 CpNCO &ZE01709 �000 1.gs R, = 5-70 Lg!� KA -1 ('st R IIL = 2 4 D Lss L=S�i�✓l�� O�Z-i� Coxic• ATG • tA-37 #4 C"' /2 pie (Z- , EA • lNftY 0kc- 6,01 71-4 Fiz4ek 6'. e 3, 4 f i S T R U i_ '1'' U R A L F CJ R. i_ ONCI RETE MASONRY i_ ANTI LEVET: F'ROF'ERTY LINE RETAINING WALLS BETTER BUILDERS i_.'ONSTF!U, TION 520- 3 I-:OYA1_ OAF::S. DRIVE OROV I LL.L-', i. -,:A 95966 i- Al..i_ UI..A-r IONS .ARE IN i_ OMF'L I ANCE WITH THE 1':J' 11 EDITION OF THE UBC :., I iNED _ DA..I..E �j•��1�'.� -F-F-,.ANI:' -I... TYUF: OS,-- BLjTTE COUNTY SUILDMJG DEPARTMENT APPROVED F L T ENGINEERING 57'90 i::L-AF,:F::: ROAD PARADISE, i::A -.-,15969 969 54 FLT ENGINEERING SUBJECT: CMU CANTILEVER RETAINING WALLS 5790 CLARK ROAD � BY: FLT DATE: 7/92 JOB NO.: 2118 PARADISE, CA PROJECT: BETTER BUILDERS CONSTRUCTION SHEET 1 OF 20 5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 FREE STANDING CONCRETE MASONRY PROPERTY LINE RETAINING WALLS WITH LEVEL BACKFILL. CODE 1991 UBC SUPERIMPOSED LOADS: NONE CALCIS PROVIDED FOR: A. 41-0" HIGH WALL — SHEETS 2 & 3 B. 51-4" HIGH WALL — SHEETS 4 & 5 � C. 61-8" HIGH WALL — SHEETS 6, 7 & 8 D. 81-0" HIGH WALL — SHEETS 9, 10 & 11 E. 91-4" HIGH WALL — SHEETS 12, 13, & 14 F. 111-4" HIGH WALL — SHEETS 15, 16, & 17 CONSTRUCTION DETAILS — SHEETS 18, 19, & 20 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, . CMU — ULTIMATE COMPRESSIVE STRENGTH — f'm =,1500 PSI, GROUTED SOLID, NO INGPECTION REQUIRED, REINFORCING — ASTM AG15, 6RADE 40, ALLOWABLE SOIL BEARING PRESSURE — 1500 PSFv ALLOWABLE LATERAL BRG, PRESSURE — 200 PSF, ^ ' \ ' PROJECT : BETTER BUILDERS 'CONSTRUCTION JOB NO. : 2118 DATE : 7/1992 CALCIS BY : FLT ' SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ' ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHTOF THE SOIL - Hr (FEET): THICKNESS OF WALL 7 TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID- WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSM TOTAL EARTH PRESSURE - 'w (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & GPA (IN) --------------------------------------- 0.024 5.35 #4 @ 101.9 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF, - ^08 % (IN^2): DESIGN REINF. - VERTICAL: - HORIZONTAL: EFFECTIVE RATIO OF REINF. - p: | MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE - j: COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2! OF 19?p LEVEL 30 0 40 2000 1500 NO 250.00 0 0 4 3.33 7.6 7.6 135 84 0.17 0.18 0.109 0,073 0,0023 25.8 0.292 0.903 7.587 48,94 < 250.00 3.06 < 20,00 0.20 120 m � PROJECT : BETTER BUILDERS LONSTRUCTION JOB NO. : 2118 DATE : 7/1992 CALCIS BY : FLT FOOTING DESIGN: _______________ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc; FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 100 150 1.5 2.5 1500 200 0.35 FOOTING DEPTH (INCHES): 9 FOOTING WIDTH - HEEL (INCHES): 8 DESIGN TOE REINF.: ' - TOE (INCHES): 8 FOOTING KEY - WIDTH (INCHES): 0 FOOTING KEY - DEPTH (INCHES): 0 - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) ----------------------------- 'dl(IN) SIZE ___________________ & SPA (IN) 0,026 5.75 #4 @ 94 DESIGN TOE REINF.: ' } | 0.25 0.34 0.91 1.10 3.24 0.76 0.17 0.15 2.00 0.67 682.44 < 1500 228.46 > 0 0.38 > 0.25 X 1.5 = 0.0- 0 . 4'.--.) ,0- 0.49 0.22 PROJECT : BETTER BUILDERS CONS'RUCTION JOB NO. : 2118 DATE : 7/1992 CALCIS BY : FLT SUBJECT: CONC, MASONRY CANTILEVER RETAINING WALL ----------------------- WALL _____________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (PSF): 0 YIELD STRENGTH OF REINF. i Fy (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): 250.00 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 GRAVITY LOAD - DEAD LOAD (KIP): 0 - LIVE LOAD (KIP): 0 OVERALL HEIGHT OF THE WALL - H (FEET): 5.33 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4.67 THICKNESS OF WALL - TOP (INCHES): 7"6 - BOTTOM (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 ' AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw (KIP): 0.33 MOMENT - Mw (FT -KIP): 0.51 AREA REINF. (IN^2) 'd'(I/vb " SIZE -------------- &_________________________________ & SPA (IN) 0.065 5.35 #4. @ 36.9 MIN. VERTICAL REINF. - ,12 % (IN^2): 0.109 MIN. HORIZONTAL REINF. - .08 % (IN -2): 0.073 DESIGN REINF. - - HORIZONTAL: 44 e 32 EFFECTIVE RATIO OF REINF. - p� | 0.0023 MODULAR RATIO - n: � 25.8 COEFFICIENT - k: 0.292 ACTUAL RATIO OF DISTANCE - j: 0.903 COEFFICIENT - 2/kj: 7.587 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 134.99 < 250.08 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 8.44 < 20.00 COMBINED STRESSES @ WALL: 0.54 . ^ FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 2118 PARADISE, CA DATE : 7/1992 (916) 872-0254 ' CALCIS BY : FLT SHEET A- OF 26). or FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW" SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 18 DESIGN HEEL R - TOE (INCHES): 8 FOOTING KEY - WIDTH (INCHES): 0 FOOTING KEY - DEPTH (INCHES): 0 - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 34 OVERTURNING FORCE - Fo (KIP): 0.48 � OVERTURNING MOMENT - Mo (FT -KIP): 0.91 TOTAL RESISTING WEIGHT - W (K|P): 1,83 ' RESISTING MOMENT - Mr (FT -KIP): 2.89 OVERTURNING RATIO - SF 3.17 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT -2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY.- S t (PSF): - Sh (PSF): SLIDING RESISTING FORCE - Fr (KIP): , FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): PRESS. @ FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL - Mh (FT -KIP): AREA REINF. (IN^2) 'dl(IN) ----------------------------------------------- SIZE & SPA (IN) 0.016 9,75 #4 @ 146.3 DESIGN HEEL R 1~98 0.34 0.62 2.83 1.34 1108.70 < 1500 185.15 > 0 0.74 > 0.48 X 1.5 431.85 0.00 543.26 0.23 PROJECT : BETTER BUILDERS CONS^ UCT/ON JOB NO. : 2118 DATE : 7/1992 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL ---------------------------------------- WALL ______________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): . YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHTOF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM {INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): ` . TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF, (IN^2) 'dl(IN) SIZE & GPA (IN) ------------------------------------------------- 0.13e _______________________________________________0.138 5.35 44 @ 17.4 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): LEVEL 30 0 40 2000 1500 NO 250.00 0 6.67 6 7.6 7.6 135 84 0.54 1.08 0.109 0.073 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 DESIGN REINF. - VERTICAL: - HORIZONTAL; ' EFFECTIVE RATIO OF REINF. -'p: | 0.0047' MODULAR RATIO - n: 25.8 COEFFICIENT - k: 0.385 ACTUAL RATIO OF DISTANCE - j: 0.872 COEFFICIENT - 2/kj: ' 5.960 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 224.90 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 9.26 < 20.00 COMBINED STRESSES @ WALL: 0,90 'PROJECT : BETTER BUILDERS �ONSTRUCTION JOB NO. : 2118 ' ' DATE : 7/1992 CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET I OF 10110 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5.33 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 4.67 THICKNESS OF WALL - BOTTOM2 (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF)� 28 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0 0.33 MOMENT @ Hw2 - Mw2 (FT -KIP): (INCHES): 0 0.51 AREA REINF. (IN^2) ___________________-____________________________ 'dl(IN) SIZE & SPA (IN) OVERTURNING MOMENT - Mo (FT -KIP): 0.065 5.35 #4 @ 36.9 RESISTING MOMENT - Mr (FT -KIP): DESIGN REINF. - VERTICAL: 3.33 FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH_ HEEL (INCHES): 28 - TOE (INCHES): (3' FOOTING KEY - WIDTH (INCHES): 0 FOOTING KEY 7 DEPTH (INCHES): 0 - BACK TO BACK OF FOOTING (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 44 OVERTURNING FORCE - Fo (KIP): 0.74 OVERTURNING MOMENT - Mo (FT -KIP): 1.72 TOTAL RESISTING WEIGHT - W (KIP): 2.91 RESISTING MOMENT - Mr (FT -KIP): 5.72 OVERTURNING RATIO - SF 3.33 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): ' 4.00 0.46 1.34 3.67 2.24 1390.41 < 1500 197.74 > 0 1.12 > 0.74 X 1.5 PROJECT : BETTER BUILDERS CONST'UCTIUN JOB NO. : 2118 DATE : 7/1992 ` CALCIS BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (K P): 1.05 (P): MAX. MOMENT @ TOE - Mt (FT -K 0.45 AREA REINF. (IN^2) 'd'(IN) - SIZE & SPA (IN) ------------------------------------------------ 0.035 8.75 #4 @ 68.2 DESIGN TOE RE FOOTING - HEEL: UNIFORM LOAD WHEEL - Wv (PLY: 552.26 PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00 PRESS. @ FACE OF WALL - SPf (PSF): 813.18 MAX. MOMENT @ HEEL - Mh (FT -KIP): 0.66 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) � ________________________________________________ 0.046 9.75 #4 @ -52.2 DESIGN HEEL 3 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 13 ' ^ PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2118 DATE : 7/1992 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (PSF): 0 � YIELD STRENGTH OF REINF. - Fy (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): 250.00 GRAVITY LOAD - DEAD LOAD (KIP): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 � SHEET ' OF Za - LIVE LOAD (KIP): 0 OVERALL HEIGHT OF THE WALL - H (FEET): 8 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 7.33 THICKNESS OF WALL - TOP (INCHES): 7.6 - BOTTOM (INCHES): 11.6 GROUTED SOLID SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 133 TOTAL EARTH PRESSURE - Fw (KIP): 0.81 MOMENT - Mw (FT -KIP): 1.97 AREA REINF. (IN^2) 'dl(IN) ------------------------------------------------ SIZE & SPA (IN) 0.145 9.29 #5 @ 25.7 MIN. VERTICAL REINF. - .12 % (IN^2): 0.167 MIC HORIZONTAL REINF. - .08 % (IN -2): 0.111 DESIGN REINF. - VERTICAL: - HORIZONTAL: EFFECTIVE RATIO OF REINF. - p:' 0.0021 MODULAR RATIO - n: 25.8 COEFFICIENT - k: 0.279 ACTUAL RATIO OF DISTANCE 0.907 COEFFICIENT - 2/kj: 7.915 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 180.69 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 12.06 < 20.00 COMBINED STRESSES @ WALL: 0.72 0� PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2118 DATE : 7/1992 ' CALCIS BY : FLT ' HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEETA THICKNESS OF WALL - BOTTQM2 (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & GPA (IN) ------------------------------------------------ 0.097 5.35 #4 @ 24.8 DESIGN REINF. - VE FOOTING DESIGN: ---------------- DENSITY ______________ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FOOTING DEPTH (INCHES): FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - WIDTH (INCHES): FOOTING KEY - DEPTH (INCHES): - BACK TO BACK OF FOOTING (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP) - FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - OPh (PF): SLIDING RESISTING FORCE - Fl (KIP'): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 0 OF 00p 6 5.33 7.6 �ost-- 135 0.43 0.76 100 150 1.5 2.5 1500 0.35 12 32 12 0 0 0 56 1.04 2.89 4.15 10.72 3.71 7.83 0.45 1.86 4.67 3.63 1401.25 < 1500 377.44 > 0 1.55 > 1.04 X 1.5 = 1.5 . . ` ' ' ^ FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 2118 PARADISE, CA 'DATE : 7/1992 (916) 872-0254 CALCIS BY : FLT SHEET OF 10` FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.49 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.90 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0. 070 _______________________________________________0.070 8.69 #5 @ 52.9 DESIGN TOE FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): 505.56 PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00 PRESS. @ FACE OF WALL - SPf (PSF): 621.68 MAX. MOMENT @ HEEL - Mh (FT -KIP): 0.97 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------------ 0.068 9.69 #5 @ .54.7 DESIGN HEEL RE . PROJECT : BETTER BUILDERS CONST'UCT&N JOB NO. : 2118 DATE : 7/1992 ' CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSFY: YIELD STRENGTH OF REINF. 2 Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.239 9.29 #5 @ 15.5 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF. - VE - HO EFFECTIVE RATIO OF REINF. - p: | MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE - j: COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: FLT ENGINEERIN8 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET A OWN LEVEL 30 0 40 2000 1500 NO 250.00 0 0 9.33 8.67 7.6 11.6 135 133 ` 133 1.13 3.26 0.167 0.111 0.0042 25.8 0.369 0.877 6.187 233.72 < 250.00 10.32 < 20.00 0,93 FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 2118 PARADISE, CA DATE : 7/1992 (916) 872-0254 CALCIS BY : FLT S1--lEET OF 20 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6 HEIGHT FROM TOP OF THE SOIL --Hr2 (FEET): 5.33 THINNESS OF WALL - BOTTOM2 (INCHES): ALLOW. LATERAL BEARING PRESSURE (PSF): 7.6 �ce-- GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): - TOE (INCHES): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): FOOTING KEY - DEPTH 0.43 MOMENT @ Hw2 - Mw2 (FT -KIP): TOTAL WIDTH OF FOOTING 0.76 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 4.52 0.097 5.05 #4 @ 24.8 23.39 ' DESIGN REINF. - VERTICAL: #4 16 FOOTING DESIGN: ---------------- DENSITY ______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 54 - TOE (INCHES): 12 FOOTING KEY - WIDTH FOOTING KEY - DEPTH - BACK TO BACK OF FOOTING TOTAL WIDTH OF FOOTING OVERTURNING FORCE - Fo (KIP): 1.40 / OVERTURNING MOMENT - Mo (FT -KIP): 4.52 TOTAL RESISTING WEIGHT - W (KIP): 6.79 RESISTING MOMENT - Mr (FT -KIP): 23.39 ' OVERTURNING RATIO - SF 5.17 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): 18.87 0.47 3.19 6.50 7.04 1496.94 < 1500 591.65 > 0 2.48 > 1.40 X 1.5 = 2.1` . . PROJECT JOB NO. DATE : BETTER BUILDERS CONST'UCTfnN : 2118- : 7/1992 CALCIS BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.65 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.98 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ____-___________________________________________ 0.077 8.69 #5 @ 48.2 DESIGN TOE R FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): 425.35 PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): 0.00 PRESS. @ FACE OF WALL - SPf (PSM 649.95 MAX. MOMENT @ HEEL - Mh (FT -KIP): 1.95 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.137 9,69 #5 @ 27.1 DESIGN HEEL #5 161 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 41 OF 249 . PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2118 DATE : 7/1992 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ------- 1 ---- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUI^ PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. i Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF_CONCRETE (PSI): ULTIMATE COMPRESSIVE -STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET); OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): ' TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------- --�------- 0.312 13.29 #5 @' 11.9 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN -2): DESIGN REINF. - VERTICAL: - HORIZONTAL: EFFECTIVE RATIO OF REINF. - p; | MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): COMBINED STRESSES @ WALL: \ FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 1,r OF W LEVEL 30 40 2000 1500 NO 250.00 v 11.33 10.67 7.6 15.6 135 133 1.71 6.07 0.225 0.150 0.0029 25.8 0.320 0.893 7.000 240.82 < 250.00 13.20 < 20.00 0.96 ' " PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2118 DATE : 7/1992 CALCIS BY : FLT HEIGHT FROM TOP OF THE WALL - H2 (FEET): 8.67 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 8 THICKNESS OF WALL - BOTTOM2 (INCHES): /i.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PGF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.96 MOMENT @ Hw2 - Mw2 (FT -KIP): 2.56 AREA REINF. (IN^2)' 'dl(IN) SIZE & SPA (IN) 0.097 0.330 #4 @ 24.8 5.29 #5 @ 11.3 DESIGN REINF. - VERTICAL: #5 @ 8 HEIGHT FROM TOP OF THE WALL - H3 (FEET): 6 HEIGHT FROM TOP OF THE SOIL-- Hr3 (FEET): 5.33 THICKNESS OF WALL - BOTTOM3 (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): \ 84 TOTAL EARTH PRESSURE - . Fw3 (KIP): 0.43 MOMENT @ Hw3 - Mw3 (FT -KIP): 0.76 AREAREINF. (IN -2) -------------------------------------------------- ___________________-___________________________0.097 101(IN) SIZE & SPA (IN) 0.097 5.35 #4 @ 24.8 DESIGN REINF. - VERTICAL: FOOTING DESIGN: � --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET AC OF4,19 PROJECT : ' , BETTER BUILDERS CONSTRUCTION & FLT ENGINEERING JOB NO. : 2118 @ 5790 CLARK ROAD DATE : 7/1992 @ PARADISE CA ' (916) 872-0254 CALCIS BY : FLT SHEET OF 20 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH HEEL (INCHES): 68 - TOE (INCHES): 18 FOOTING KEY - WIDTH (INCHES): 0 FOOTING KEY - DEPTH (INCHES): 0 - BACK TO BACK OF FOOTING (INCHES): 0 " TOTAL WIDTH OF FOOTING (INCHES): 102 � OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP); - RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - Sk ' NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SA (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr' (KIP): FOOTING - TOE: ' EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): 2.04 7.95 10.04 46.78 5.89 38.83 0.38 3.83 8.50 12.04 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) 0.159 8.69 ' #5 @ 23.4 DESIGN TOE REINF.: #5 @ 81 FOOTING - HEEL: UNIFORM LOAD @ HEEL - Wv (PLF): PRESS. @ TIP DUE TO GRADE SLOPE - SPg (PSF): PRESS. @ FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL - Mh (FT -KIP): AREA REINF. (IN^2) ------------------------------------------------- _______________________________________________0.226 'd'(IN) SIZE & SPA (IN) 0.226 9,69 #5 @ 16.4 DESIGN HEEL 1498.42< 1500 863.07 > 0 3.61 > 2.04 X 1.5 = 3.0( 2.39 2.02 353.93 0,00 436.03 3.21 ev ...°/CL .. CATc ...7/..` 2. SUBJECT...C�`iU .CACI%/GFVEI� E1� -ZMKC. eY.. ....... .... DATE R�T!4/.c//NG....W4CG .l�ET/.e Job NO. ............. 2/I8 .......................... tgc 32 o,c. Hog/z-) Tylim. !/E7QT,/ TYf 3 "C4 L A,e PR01121(:FR7Y G /Ne Wf/ERe OCCU/es r-/A//sw Gee - L QO A vj /�IG S'e 3 T*¢ l"j,&'J44 C, Nq 2 NCLE�1� a0 N . a9. _ �- CONT CONC, ATG. � J J le5rq/N/4/6 MAL G S � No 4Nrn M T S. sf C 9TF 0� /, /`!A TE.�/A L D �s/G.t/ C,P/TE,e%4 PF,e ,s�f/�- �F CA 2. .444 CEGCS S 441. 8E 3. 4,4190',41-4 .�E/NF, ¢O BAR D/rQ , Ori 'f• / '� /vEE'P f/OG E5 aw Z vl Ff !✓E�i SCOTS 6 O o. c . 5790 CLARK RD., PARADISE, CA, 95969 (916) 672-0254 It i1 ' -\r , w nv '"L % 7/.92. SUBJECT ,.Ci"iU....CA/t/T'/L EI�E.PE10 .... SSE -7- NO. OF OF 'd0... -Hvr= =r ...... ... c.:. -e ................ R�J'.q/.V/it/G....f;�AGG �ET.4lL...F�ie goo NO. .......... .. ........ ...... ... J . =, .^ -�.f'S P�eoPEreTy G /�ve� f'f�HERF OCC URS /�/N/S/� G�P.4DE — ' �G�VEL t� � I N f¢ a HOR/2. T YP. ` h ` OT e- 32 �OR/Z� TYP *2 T/FS /E o• c YYP, 3 q I _ c. / �,o.Yc�.PT. v CONT, /1P xey G D, e ;o5" c 2C4R, �� ��• 'N.4rURA4 ORX.Z�=-#`5 c� 32 0. c , & a - � 3 "CG CAR 2 -,#� CON7,, ryP, /2 C01177 CO,W =rG, Rpf ESS/p 1!/.44.4 E', cn N, T S. F F'CA0Fp��\P IVO 7(:FS A IYA f/ DSS1 s11 C,�e/Tei,cm ,oe c SHEET /. 2. AGC CFLGS .5W.444 4e GW20Ure,0 3, G.gP .44 G -�tO. 4 4R D/A, OR 2-0 "M//1, 9�. / fvEEP HOG FS O.P 2 ��OFc�y hiF�P SLOTS F L7 CEMOHEEMUM 5790 CLARK RD.. PARADISE, CA. 95969 (916) 872-0254 ............ ...... SUBJECT 2O ..CMV CA�/%IL 'C✓��Gcii __ 20 OF er ... oh-: ................ R�T,9/it//it/G .W4CG 1)FTiQ/L FY�� J :1s NO........... 28....._ . BE'T7-,FRDE,CS CONST. , OROI�/CL E i'F�er,/ TYf' "4 a 32 o.c. 1142R120.1 TYP 04 e /6 0. c . OR NOR/Z. ------ cowr,, Ile �cey s(Fe //0rer #g — •N,4TU�e.4L GR�4R� 3 'ACL �:4R {��POPEiE'J"y G Ive lS�f/EiPE. OCC v�PS P/N/S.�/ GRAD= L EYEG 2 ACL dy,4R) TYR,7 � e S c° & 0. a L3-#¢colr. l`g CONT. CONC. FOOT/NG' G- CA /t/T/L ffV6 4�FD R5TAIMMIG ft�,4L G N- / /O 75S ; /, /yx r R/AL 2. AGL CFCCS SHALL .8E G�PO!/Tc-.D SOL/�, • 40 3.9R G/,4, OR 2¢'fl-flA/, '¢. / "¢ iYFEP f/OG FS O.P Z uAFG�f !✓c�FP SLOTS G O o, c . FL cT MU�J�DMMEN02 5790. CLARK RD.. PARADISE, CA. 95969 (916) 872-0254 - ���5 , Dom, _ ��u�ry ofi �� , a BUILDING DEPT TABLE OF CONTENTSp r ' MaoTOC Project Title.......... Res. for Dunkelberger Date........ 10/07/93 Project Address........ 86 Oman Dr. Oroville CA Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -TOC User#-MP1320 User-CALCTECH Run -Proposed Residence TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 5 FORM C -2R ................. 7 FORM C -3R ................. 12 HVAC SIZING ............... 17 ;ta �tR + s d k3 s f M1 r ._ �� r�� Com` ���{ {� r 4� "�` •• `� i} � � �. s �'+*ki y+ h � t ra�tN i.r k/�. .c• ke- c *k, � ,s art;•„ 'b � r� r�' cFs,y J �j !' r i�p� Y ��Fw i♦.,,�>, i ,;ttim�'`f 'ryas ?��'h�� 3 � r ?" ++ {. + ., r �' Fk t � t ♦r"^' t ��j^�c y,.���r1 i�! �Wy'r"i ^: Sary 1s w -s Y a -Y {tiF4as4, "ut.. -`'-`+ M01Ir n. �. , ' ? rs7k� , . 6c'"$�iS. � y �y.1.�2 i . •d�� Y - '' �' � fir£" m 1. i J ,+(yt+e:�, - t t A y _ ` •X'.'�,�.. "�'+�.. �J Y+AS K p ,�i, •,� r - A-- v: F ka.'� . i 7" r�-, •CF f-' ,.,' r+,'d��ynuei°i `l'� o- � AL 13. V. u S^ r Ntp jot" A^�l4 ,� �F �ss' �•ry�"Ai OJ t4h�' r� �r�zr :•1<.'q res S 1` 4 F• ♦ �q,"�� .1 iazt L i . S {�1-v'I''f„ "ice ����-Y iF�: �•Q N sa"h i. t'�{� VY ^x-t`t`wr4' K 1 iYy, jt=3 vy�♦_ �'Y' �'f� f `-+.1•ti . R4 .. _..... ..., r.- �� r._. >. �.,. r . .ice ._..__.. - ... _. .,.. .-a _i _ __.. � x ...�_ c w�-trc,�7,�'#'zwai4t�2!e:`:.• $ a+i�8e�!.�rt:!.�r., CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 Project Address........ 86 Oman Dr. Oroville CA Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Conditioned Floor Area..... 4964 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 10 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 3 Floor Construction Type.... Slab On Grade (Package D) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments Wall R-0 0.158 BELOW GRADE, BACK, LEFT Wall R-22.8 0.048 LEFT, RIGHT, BACK, FRONT, FRONT TURRET RIGHT TURRET, BACK TURRET, LEFT TURRET S1abEdge R-0 0.500 SLAB EDGE S1abEdge R-0 0.550 SLAB EDGE Wall R-19 0.063 TO DOG RM./BA, TO GARAGE Door R-0 0.330 TO GARAGE Wall R-19 0.066 TURRET ATTIC, TO ATTIC S1abEdge R-0 0.720 SLAB EDGE S1abEdge R-0 0.900 SLAB EDGE Roof R-38 0.025 FLAT CEILING Wall R-0 0.293 Floor R-0 0.293 Door R-0 20.000 FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Right (W) 20.0 0.510 2 Drapes.Std None Yes Vinyl Window Back (SW) 20.0 0.510 2 Drapes.Std None Yes Vinyl Window Back (S) 40.0 0.510 2 Drapes.Std None Yes Vinyl Window Back (S) 53.3 0.510 2 Drapes.Std None Yes Vinyl Window Back (S) 40.0 0.510 2 Drapes.Std None Yes Vinyl Window Front (N) 5.0 0.490 2 Drapes.Std None Yes Vinyl Door Front (N) 20.0 0.550 2 Drapes.Std None Yes Glz<50% Window Front (N) 5.0 0.490 2 Drapes.Std None Yes Vinyl Window Right (NW) 17.5 0.510 2 Drapes.Std None Yes Vinyl Window Right (W) 4.0 0.570 2 None None Yes Wood Window Right (W) 4.0 0.570 2 None None Yes Wood I I I IN CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Right (W) 32.0 0.490 2 Drapes.Std None Yes Vinyl Window Right (W) 8.0 0.510 2 Drapes.Std None Yes Vinyl Window Right (W) 15.0 0.510 2 Drapes.Std None Yes Vinyl Window Back (SW) 20.0 0.510 2 Drapes.Std None Yes Vinyl Window Back (S) 60.0 0.510 2 Drapes.Std None Yes Vinyl Window Back (S) 20.0 0.490 2 Drapes.Std None Yes Vinyl Window Back (S) 60.0 0.510 2 Drapes.Std None Yes Vinyl Window Left (SE) 25.0 0.510 2 Drapes.Std None Yes Vinyl Window Left (SE) 17.5 0.510 2 Drapes.Std None Yes Vinyl Window Left (E) 25.0 0.510 2 Drapes.Std None Yes Vinyl Window Left (E) 28.0 0.510 2 Drapes.Std None Yes Vinyl Window Front (NE) 25.0 0.510 2 Drapes.Std None Yes Vinyl Window Front (NE) 25.0 0.510 2 Drapes.Std None Yes Vinyl Window Front (NE) 17.5 0.510 2 Drapes.Std None Yes Vinyl Window Back (SW) 19.5 0.490 2 Drapes.Std None Yes Vinyl Window Back (S) 40.0 0.510 2 Drapes.Std None Yes Vinyl Window Left (SE) 19.5 0.490 2 Drapes.Std None Yes Vinyl Window Left (E) 15.0 0.490 2 Drapes.Std None Yes Vinyl Skylight Horz 32.0 0.550 2 None None None Wood THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments S1abOnGrade No 1675 3.5 Carpeted/cabinets S1abOnGrade Yes 398 3.5 Concrete/tile InteriorHorz Yes 88 1.0 Tile/onyx ctrs./floors InteriorVert Yes 233 1.0 Tile/onyx bspl./shwrs. S1abOnGrade Yes 500 3.5 Tile on slab InteriorHorz Yes 478 1.0 Counters/bath/tub InteriorVert Yes 241 1.0 Bspl./shower HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type HPSplit 6.80 HSPF Conditioned R-4.2 Setback HPSplit 10.00 SEER Conditioned R-4.2 Setback HPSplit 6.80 HSPF Conditioned R-4.2 Setback HPSplit 10.00 SEER Conditioned R-4.2 Setback low I bk, �7 020; oo: ............ ............ ........... .......... oi. I sk. W bk, �7 020; oo: ............ ............ ........... yR 4tyFi oi. W NAN ..M Ong rj owl - AM A-. bk, 020; oo: ............ ............ ........... NAN oo: ............ ............ ........... CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Electric Standard 1 0.85 EF 82 R-20.8 SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. R-4.2 duct insulation required R-22.8 wall insulation required per Form 3 R-19 wall insulation required per Form 3s R-38 ceiling insulation required per Form 3 VIKING 8000 SERIES clear & clear glazing in vinyl frames Dual -pane glazing U -values per NFRC testing & certification rxs,A .. �' �� � •a it ry� rK�����l�� s ��?X'�-1 .�. ANY na F,t•."yC,•,�`h'!, t - '.,•ra '{ 1�,'+�r': r 'M AMA it.; S ' t i..: �. =�`T�.•�qA ��� r .� i 'k• . � j 'G, 1��., :vo Y .a� r. �Y--. rpp��„,�s•�Ft•M NS l � r hj MW 14 r. S 1 k�i S owl lot— ly MW on Y 4 t. -t '1 f n .�-{ L (�' ire �r ^1%.4 tl'• i y mom W t "•4 C k T� 'i S' q7 - MONA i a'n3 =iltrt MOM- maw, OM y �. eF no 411, ieY J�•',��#at��'�`�hn���-r'� �*' rtw;J�h ;rte 3 �.r'y' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to. implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... John Starr Company.. Better Builders Const. Address. 5263 Royal Oaks Dr. Oroville, CA 95966 Phone... (916) 589-2574 License. 323225 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Neal Kuopus Company. CALCTECH Address. Drawer G . Feather Falls, California Phone... (916) 589-4219 Signed.. �r� 1o�7I'J (date) xt• x t r a' l4A�r w { t ` -t ., s�. N..;t'r_• t"y ;�.��;?Lp"Sig: ia- Ti x ` All, .1 4 1x� .�e=�*.t� .( `�.�'r' i• 'gyp.-'s� "f .fes 'yL ,�� - Rte- �}�•+ `i r iW -h• r -7t- . ✓.fro ..47 y - , W l'Y ru ?• km. .. if' rL 4x tz, 4 �• '�r3 wfi 1• � ' t S41 - �`�'' I• •t 1 . i t t, I �i 4 s, t d f f l h i, • i;� t �l xt• x t r a' l4A�r w { t ` -t ., s�. N..;t'r_• t"y ;�.��;?Lp"Sig: ia- Ti x ` All, .1 4 1x� .�e=�*.t� .( `�.�'r' i• 'gyp.-'s� "f .fes 'yL ,�� - Rte- �}�•+ `i r iW -h• r -7t- . ✓.fro ..47 y - , W l'Y ru ?• km. .. if' rL 4x tz, 4 xt• x t r a' l4A�r w { t ` -t ., s�. N..;t'r_• t"y ;�.��;?Lp"Sig: ia- Ti x ` All, .1 4 1x� .�e=�*.t� .( `�.�'r' i• 'gyp.-'s� "f .fes 'yL ,�� - Rte- �}�•+ `i r iW -h• r -7t- . ✓.fro ..47 y - , W l'Y ru ?• km. .. if' rL 4x MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 Project Address........ 86 Oman Dr. Oroville CA Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Building Permit Plan Check Date Field Check/ Date MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. H ell 0 0,4 A-- ann +.�" •rug 1•�� _�.�tif' _�, lose A T- W l� d� _Alto Ay> 1 f 'A LSv,�,G •y R - bG 9 � T 8 `t . :xpj* Ez As? Man w op gd .i f 0y . ,, ; syr ;,�.^ • ..:y$ti."� j',n ; �T". -Ewl am i µ A'. !. ru `r: h � •_;, Vit. i:• . yE s, . MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. 'gyp_" Ir i iii i is it COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 Project Address........ 86 Oman Dr. Oroville CA Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone............... (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence Energy Use (kBtu/sf-yr) MICROPAS4 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 15.64 11.67 3.97 Space Cooling.......... 9.38 4.15 5.23 Water Heating.......... 5.26 9.53 -4.27 Total 30.28 25.35 4.93 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... Floor 4964 sf Single Family Detached New Front Facing 10 deg (N) 1 3 ReducedYear Slab On Grade (Package D) 2 18896 cf 2573 sf 2573 sf 2573 sf 14.8 % of FA 3.8 ft BUILDING ZONE INFORMATION # of Volume Dwell Cond- (cf) Units itioned Vent Special Thermostat Height Vent Area Type (ft) (sf) 16584 0.42 Yes Setback 2312 0.58 Yes Setback 8.0 n/a 8.0 n/a Area Zone Type (sf) LOWER Living 2073 UPPER Living 2891 4964 sf Single Family Detached New Front Facing 10 deg (N) 1 3 ReducedYear Slab On Grade (Package D) 2 18896 cf 2573 sf 2573 sf 2573 sf 14.8 % of FA 3.8 ft BUILDING ZONE INFORMATION # of Volume Dwell Cond- (cf) Units itioned Vent Special Thermostat Height Vent Area Type (ft) (sf) 16584 0.42 Yes Setback 2312 0.58 Yes Setback 8.0 n/a 8.0 n/a one. A k'. # •r nag � ' x � � �- .r n , ' y ell . § � r j.4 4� � yj�. ',� 7 •, f , •� y � n .���f �n�y , C - Ssry 1,Lr��' ,4 . � � �c� �i, ' � Ate°,. {1,V�Y� �� �.• p ; S ^�� . � .�'�. - • ,rt, 'f1�y_W q .� �y C t i � �• i 11 9' i Iwo lit •x � ss�' S'-� I '"..lid r" :r� • YI•rv�i,� i hj y a' A �.L4 - i ��•• ��, i � to '.� � it k r• t w - . ERA 4 Eta t�. + �g�f` i t _ NW 1 ,e :r Yk ♦ '.f R 5 �-V` i` F m' •,- s a•'A3 Xn �, f' � �� "�'� i1�;�, � A` ,{ qtr• '� � s I f I' I c. 1+ .•(' Yui � i f �r .. .. �.t,'J�.n. iA.lr .tee... �.n`ai, .. .., .... ., .. _iSa•r ., . �. � ..». �R.�..wli.`?�.li.u�k.,.�c�`�L`e�K��4r,_`�„..$;��• COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments LOWER 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Wall 10 Wall 11 Wall UPPER 14 Wall 15 Wall 16 Wall 17 Wall 18 Door 19 Wall 20 Wall 21 Wall 22 Wall 23 Wall 24 Wall 25 Wall 26 Wall 27 Wall 28 Wall 29 Wall 30 Wall 31 Wall 32 Wall 33 Wall 34 Wall 35 Wall 36 Wall 37 Wall 38 Wall 39 Wall 44 Wall 45 Roof 527 0.158 R-0 10 90 No 8RET.WALLBRD 68 0.158 R-0 55 90 No 8RET.WALLBRD 26 0.048 R-22. 55 90 Yes WS5R192X6.16 208 0.158 R-0 280 90 No 8RET.WALLBRD 128 0.048 R-22. 280 90 Yes WS5R192X6.16 34 0.048 R-22. 235 90 Yes WS5R192X6.16 266 0.048 R-22. 190 90 Yes WS5R192X6.16 74 0.048 R-22. 145 90 Yes WS5R192X6.16 34 0.158 R-0 145 90 No 8RET.WALLBRD 114 0.158 R-0 100 90 No 8RET.WALLBRD 100 0.048 R-22. 100 90 Yes WS5R192X6.16 70 0.048 R-22. 10 90 Yes WS5R192X6.16 33 0.048 R-22. 325 90 Yes WS5R192X6.16 160 0.063 R-19 10 90 No GW.19.2X6.16 167 0.063 R-19 325 90 No GW.19.2X6.16 18 0.330 R-0 325 90 No None 233 0.048 R-22. 280 90 Yes WS5R192X6.16 25 0.048 R-22. 235 90 Yes WS5R192X6.16 196 0.048 R-22. 190 90 Yes WS5R192X6.16 93 0.048 R-22. 145 90 Yes WS5R192X6.16 283 0.048 R-22. 100 90 Yes WS5R192X6.16 74 0.048 R-22. 55 90 Yes WS5R192X6.16 37 0.048 R-22. 10 90 Yes WS5R192X6.16 33 0.066 R-19 10 90 Yes AW.19.2X6.16 37 0.048 R-22. 325 90 Yes WS5R192X6.16 33 0.066 R-19 325 90 Yes AW.19.2X6.16 37 0.048 R-22. 280 90 Yes WS5R192X6.16 33 0.066 R-19 280 90 Yes AW.19.2X6.16 18 0.048 R-22. 235 90 Yes WS5R192X6.16 33 0.066 R-19 235 90 Yes AW.19.2X6.16 19 0.048 R-22. 190 90 Yes WS5R192X6.16 18 0.048 R-22. 145 90 Yes WS5R192X6.16 33 0.066 R-19 145 90 Yes AW.19.2X6.16 22 0.048 R-22. 100 90 Yes WS5R192X6.16 33 0.066 R-19 100 90 Yes AW.19.2X6.16 37 0.048 R-22. 55 90 Yes WS5R192X6.16 33 0.066 R-19 55 90 Yes AW.19.2X6.16 114 0.066 R-19 10 90 Yes AW.19.2X6.16 2859 0.025 R-38 0 0 Yes R.38.2X4.24 BELOW GRADE BELOW GRADE LEFT BELOW GRADE RIGHT RIGHT BACK BACK BACK LEFT LEFT FRONT FRONT TO DOG RM./BA TO GARAGE TO GARAGE RIGHT RIGHT BACK BACK LEFT LEFT FRONT TURRET TURRET ATTIC FRONT TURRET TURRET ATTIC RIGHT TURRET TURRET ATTIC RIGHT TURRET TURRET ATTIC BACK TURRET BACK TURRET TURRET ATTIC LEFT TURRET TURRET ATTIC LEFT TURRET TURRET ATTIC TO ATTIC FLAT CEILING t 4R z• 7 t } • frr uK 3 '� 0' 't {� �' a y. '751 1 It RIX No 41 yw, h]* y y` tot g k. $ A 5 _ '•5'y (r S�4i3 V. ik i1 r' +;yh t`a�}�. t • S ��, � 'R�,Yy # ' SFj it �• Y i�kC�n} -1SXTZ y75k++ a f3 l l{.. ' 1 }e .�[.P ,�'ii r +7 ifs •ysJ >Z'S Pv rr r' t'61'�a}stvj�� il�y ph" tF NT .1 i ,,r, � is �' � 1y >•E �� •: ; r.fy' ,.rade i 8� tRJ 5T ..� 1 i,I I <wj+Ez•'j flj, T Ii'•Sv _,,�.YiN r - �, • :L`F�4`�ti'�+�'�4hytytt G �i �. � -�' a ni � 9�yra.�`.}.�i -.. $ `SfliYc't-"!y4 ' X-• .. tt-T�,�. :' � ;_ } .kS��'n'+ I�y��r�n�..' ��if I c� ��•Yi�� � �"r� eta v+ •1i - P � i, � { t a` yu r zAi' 4 — Alls . "!!'�7.` bb Y 1 ". RI Via;'• ':�� � �W rwr F ,� a �,�.� ��. �, i3 x v i .e• M i 4 i �.? �i I �7[rf , _ ' tat` e N��,'• � ^.;'� s y. � F..t � ' y �r� , x..�.,:.._.� COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments LOWER 12 S1abEdge 90 0.500 R-0 No SLAB EDGE 13 S1abEdge 100 0.550 R-0 No SLAB EDGE UPPER 40 S1abEdge 41 0.720 R-0 No SLAB EDGE 41 S1abEdge 6 0.900 R-0 No SLAB EDGE 42 S1abEdge 8 0.500 R-0 No SLAB EDGE 43 S1abEdge 19 0.550 R-0 No SLAB EDGE FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description LOWER 1 Window 20.0 2 Vinyl Slider 0.510 280 90 0.88 0.78 Drapes.Std 2 Window 20.0 2 Vinyl Slider 0.510 235 90 0.88 0.78 Drapes.Std 3 Window 40.0 2 Vinyl Slider 0.510 190 90 0.88 0.78 Drapes.Std 4 Window 53.3 2 Vinyl Slider 0.510 190 90 0.88 0.78 Drapes.Std 5 Window 40.0 2 Vinyl Slider 0.510 190 90 0.88 0.78 Drapes.Std UPPER 6 Window 5.0 2 Vinyl Fixed 0.490 10 90 0.88 0.78 Drapes.Std 7 Door 20.0 2 Glz<50% Hinged 0.550 10 90 0.88 0.78 Drapes.Std 8 Window 5.0 2 Vinyl Fixed 0.490 10 90 0.88 0.78 Drapes.Std 9 Window 17.5 2 Vinyl Slider 0.510 325 90 0.88 0.78 Drapes.Std 10 Window 4.0 2 Wood Fixed 0.570 280 90 0.88 0.88 None 11 Window 4.0 2 Wood Fixed 0.570 280 90 0.88 0.88 None 12 Window 32.0 2 Vinyl Fixed 0.490 280 90 0.88 0.78 Drapes.Std 13 Window 8.0 2 Vinyl Slider 0.510 280 90 0.88 0.78 Drapes.Std 14 Window 15.0 2 Vinyl Slider 0.510 280 90 0.88 0.78 Drapes.Std 15 Window 20.0 2 Vinyl Slider 0.510 235 90 0.88 0.78 Drapes.Std 16 Window 60.0 2 Vinyl Slider 0.510 190 90 0.88 0.78 Drapes.Std 17 Window 20.0 2 Vinyl Fixed 0.490 190 90 0.88 0.78 Drapes.Std 18 Window 60.0 2 Vinyl Slider 0.510 190 90 0.88 0.78 Drapes.Std 19 Window 25.0 2 Vinyl Slider 0.510 145 90 0.88 0.78 Drapes.Std 20 Window 17.5 2 Vinyl Slider 0.510 145 90 0.88 0.78 Drapes.Std 21 Window 25.0 2 Vinyl Slider 0.510 100 90 0.88 0.78 Drapes.Std 22 Window 28.0 2 Vinyl Slider 0.510 100 90 0.88 0.78 Drapes.Std 23 Window 25.0 2 Vinyl Slider 0.510 55 90 0.88 0.78 Drapes.Std 24 Window 25.0 2 Vinyl Slider 0.510 55 90 0.88 0.78 Drapes.Std 25 Window 17.5 2 Vinyl Slider 0.510 55 90 0.88 0.78 Drapes.Std 26 Window 19.5 2 Vinyl Fixed 0.490 235 90 0.88 0.78 Drapes.Std 27 Window 40.0 2 Vinyl Slider 0.510 190 90 0.88 0.78 Drapes.Std 28 Window 19.5 2 Vinyl Fixed 0.490 145 90 0.88 0.78 Drapes.Std 29 Window 15.0 2 Vinyl Fixed 0.490 100 90 0.88 0.78 Drapes.Std 30 Skylight 32.0 2 Wood Fixed 0.550 10 0 0.88 0.88 None COMPUTER METHOD SUMMARY Page 10 C=2R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght LOWER 1 Window 20.0 5 4 6 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 20.0 5 4 11 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 40.0 6.7 6 12 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 53.3 6.7 8 12 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 40.0 6.7 6 12 1.3 n/a n/a n/a n/a n/a n/a n/a n/a UPPER 6 Window 5.0 5 1 2.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 7 Door 20.0 6.7 3 2.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 5.0 5 1 2.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 17.5 3.5 5 7 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 4.0 4 1 2.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 4.0 4 1 2.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 32.0 4 8 2.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 8.0 4 2 2.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 15.0 5 3 2.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 20.0 5 4 6 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 60.0 6.7 9 14.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 20.0 6.7 3 12 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 60.0 6.7 9 12 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 25.0 5 5 6.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 17.5 3.5 5 6.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 25.0 5 5 2.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 28.0 3.5 8 2.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 25.0 5 5 6.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 25.0 5 5 6.5 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 17.5 3.5 5 7 0.4 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 19.5 3.3 6 2.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 40.0 6.7 6 2.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 19.5 3.3 6 2.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 15.0 2.5 6 2.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a INTER -ZONE SURFACES Area Insul Form 3 Surface (sf) U -value R-val Reference Location/Comments LOWER/UPPER 1 Wall 181 0.293 R-0 NONE 2 Floor 2073 0.293 R-0 NONE 3 Door 32 20.000 R-0 NONE &,3'•el'. r. „ . yFyfl.,�x.4{"i"a eYF+ra' �; x�,i• w 7 :`• Si t t�Y. , �! �•tF .. . - �'��*•.� '" ^. ., 7 M a htu� `[ �� �' , h r tr 1 ,'`" r t ' ',iL? n t _ � y� r ' \w k `err .'a'.k ; J,ta� •\s4 f :'3,. �l ' �.gt� ',y -."`PL}} ,",4. �a'�„ Kiaa4 MV y [l�3• a� �Yr' is � t!� f �b�r � r., _ r'{;.x, -i '„ ! 'k.�} t •� ,sex ir,.� e r yt NFPS R 11 TO MR M. ' Fes. i• ( 4. I.';y �.� i >� ' • ' u ['gds e r ys . _ Ii �, , � fl,.t� "s� •Y-i�#�.�. t 1 ' .� f 11 'i o � _ ,+.f't Y,y v �4�'' J �'�qA S t� It MS 'K •Y 1 �, � tt � -, F at t ti qjn ti i.v d EwN .'�0.��..4:r im �'�' , ))--���Thf.�yy�t'' i• b' �k .hham _ 1 ,y��•'• ' I � 3 A ���� . • �� � k'6 'n� �Jyr x �. -t ti •. i 9; Y n 1 (ri, �» ii t .,J �� r i J, � COMPUTER METHOD SUMMARY Page 11 C -2R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence Mass Type THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value Location/Comments LOWER Minimum Duct Duct Duct System Type Efficiency 1 S1abOnGrade 1675 3.5 28.0 0.98 R-2.0 Carpeted/cabinets 2 S1abOnGrade 398 3.5 28.0 0.98 R-0.0 Concrete/tile 3 InteriorHorz 88 1.0 24.0 0.67 R-0.0 Tile/onyx ctrs./floors 4 InteriorVert 233 1.0 24.0 0.67 R-0.0 Tile/onyx bspl./shwrs. UPPER WATER HEATING SYSTEMS 5 S1abOnGrade 500 3.5 28.0 0.98 R-0.0 Tile on slab 6 InteriorHorz 478 1.0 24.0 0.67 R-0.0 Counters/bath/tub 7 InteriorVert 241 1.0 24.0 0.67 R-0.0 Bspl./shower HVAC SYSTEMS SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. R-4.2 duct insulation required R-22.8 wall insulation required per Form 3 R-19 wall insulation required per Form 3s R-38 ceiling insulation required per Form 3 VIKING 8000 SERIES clear & clear glazing in vinyl frames Dual -pane glazing U -values per NFRC testing & certification Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency LOWER HPSplit 6.80 HSPF Conditioned R-4.2 1.000 HPSplit 10.00 SEER Conditioned R-4.2 1.000 UPPER HPSplit 6.80 HSPF Conditioned R-4.2 1.000 HPSplit 10.00 SEER Conditioned R-4.2 1.000 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Electric Standard 1 0.85 82 R-20.8 SPECIAL FEATURES/REMARKS This building incorporates a Zonally Controlled HVAC System. R-4.2 duct insulation required R-22.8 wall insulation required per Form 3 R-19 wall insulation required per Form 3s R-38 ceiling insulation required per Form 3 VIKING 8000 SERIES clear & clear glazing in vinyl frames Dual -pane glazing U -values per NFRC testing & certification �? r Ix TY- iff 1 ak µ� to ��j'" a*�+• ,.. a � �, to .yljtiti5'of nt,+ Mg '. ff • BSr� � � 3t �g '"Y�e fz� ti.. �j.n is ' .. �a •, Yea{ f7, j� - '1 � " Jd' � - ' ��'t � d41I . { , ' ,.k*°'`�,•�r�✓ .r� Ty '. Y �� kJ �+fs �ajif� � z , p�, , - t • .I ••i 4��� '�,��`�4 _ i� �'�- ��se ash �- "'`; i�,�'t. �"I:.� 3nl a 5a5 a [ n, f tT 51. vi J. qmlC U4�r M 5 $f MORMIN .. +. 'stY*.4,inr��� "i L'. rr,��i i�Z't" rx„ � � H+ ♦t fi.tt •Ri L u iW e, 1 se's ' '{ • '�.T' _air ��-�� h � } ��3 '� �:.�, • 1 �, , ,CWt. �.. ,_... . - � .. - .. ,.'>.;.......$y .. �..,._ - rig± -R6v: . ��:.�n'±iFd•.e � `5m..'x7�.1"�'.:t'�. S. c-ifYi"f.^_e3l CONSTRUCTION ASSEMBLY Page 12 3R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . 8RET.WALLBRD Description .... 8in. Conc 0.5 Gyp. Brd. Type ........... Wall R -Value ........ 0 sf-F/Btuh Framing Material ..... NO.FRAME Spacing ...... 0 inches on center Fraction ..... 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. BLOCK.8 8 in filled block 5.03 5.03 2. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 6.33 6.33 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 6.33 x 0.93) + (1 / 6.33 x 0.07) = 0.158 Btuh/sf-F Total R -Value: 1 / 0.158 = 6.33 sf-F/Btuh W %^i t �.P � � bi� � r ; .,F•� i - -OVA, h1 . �51a t E ! n ' t "1.h i•• } r � tYYtr k 3 < i� tg t fly, vl�.r ;iFy M�" - LI'S AM— 111 F4 i a ty ' 1wYa ( 1 � �u MY t• � v9 � i t ! r t a f AT, t:. i; Row, , tr � h ttr l !y. 2 `P y t y • •f Y iq J ti; 1 1' .x 4 i L ,I t1 f �7 W %^i t �.P � � bi� � r ; .,F•� i - -OVA, h1 . �51a t g ! n ' i "1.h i•• } r � tYYtr k 3 < i� tg t fly, vl�.r ;iFy M�" - LI'S AM— ' 1wYa �u MY t• � v9 � t ! r x a f AT, t:. fi, ^ :+ Row, , M KIM W %^i t a �' aZ. ! n ' i "1.h i•• r � i� 4 t �. M�" - %^i t ! n ' i r 'AX �. M�" - CONSTRUCTION ASSEMBLY Page 13 3R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . WS5R192X6.16 Description .... WallStu R-5 R-19 2x6 16oc Type ........... Wall R -Value ........ 22.8 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 24.22 x 0.85) + (1 / 11.87 x 0.15) = 0.048 Btuh/sf-F Total R -Value: 1 / 0.048 = 20.95 sf-F/Btuh Frame R -Value 0.17 0.06 5.00 0.06 5.45 0.45 0.68 11.87 Material Cavity Name Description R -Value 0. FILM.EX Exterior air film: winter value 0.17 1. STUCCO.0.38 0.375 in stucco 0.06 2. BLUE.BOARD 1.00 in Dow -Corning blue insul. board 5.00 3. BLDG.PAPER Building paper (felt) 0.06 4c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 4f. FIR.2X6 2x6 in fir framing -- 5. GYP.0.50 0.50 in gypsum or plaster board 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 Total Unadjusted R -Values 24.22 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 24.22 x 0.85) + (1 / 11.87 x 0.15) = 0.048 Btuh/sf-F Total R -Value: 1 / 0.048 = 20.95 sf-F/Btuh Frame R -Value 0.17 0.06 5.00 0.06 5.45 0.45 0.68 11.87 CONSTRUCTION ASSEMBLY Page 14 3R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . GW.19.2X6.16 Description .... Wall R-19 2x6 16oc Type ........... Wall R -Value ........ 19 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. GYP.0.63 0.625 in gypsum or plaster board 0.62 0.62 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 3f. FIR.2X6 2x6 in fir framing -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 19.78 7.42 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 19.78 x 0.85) + (1 / 7.42 x 0.15) = 0.063 Btuh/sf-F Total R -Value: 1 / 0.063 = 15.83 sf-F/Btuh P . �G b, } 1fS • K �_ iG!l : , ft f ii VI ".,, 7, k� MIT `A" fir. r.6t r VAg Zp tryiii.' h r ' I r �. T't!q '7�Pr`P .?Fr s( *f,3>Fv �+.K,� •.aY1��5 t'-rh: k.. S � . E �MI� Was EM % A. Y ti. mix Dt XF WOM Ol off mom i tit )V. 7 � C, r ' moi•+ ( ,s r. at• ` �� . e,��- ;.r x�4' ' i "•���$�x: + �J�' ,�� Aja sa .: ','F�d rbc}64 Zk 1 p1 1 { rM Z f� 7 t °Y 7. ft cif x' WNif t ,jy. 2•U ,•, yy s A" }a;.7^rt{fR,p t, d ,�t DRi' }j, � }` v l' t • a�w�{'x:;,. - ,_�. .. ,�t; .... AsE?.i: ;.,.}�_.._ .. ... .,� _•�l�' ....�. .. f.... ..�cnG.<�IK.J?a*:1:.�•,: "-i'..ax'n!��'SiP z�i�r: CONSTRUCTION ASSEMBLY Material Page 15 3R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . AW.19.2X6.16 Description .... Wall R-19 2x6 16oc Type ........... Wall R -Value ........ 19 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. BLDG.PAPER Building paper (felt) 0.06 0.06 2c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 2f. FIR.2X6 2x6 in fir framing -- 5.45 3. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 19.16 6.80 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 19.16 x 0.85) + (1 / 6.80 x 0.15) = 0.066 Btuh/sf-F Total R -Value: 1 / 0.066 = 15.06 sf-F/Btuh �lXJ 4ti ilk z >z ti • i,T j 1 s3 41 pF "Wi ' I ��Kt�' � � t• T . d tips 1. J i a ar r( i2' X C Inti*vt � Wtfpp/ F 1 � 11 4 F Ts a. .Tr•S ME �r�4 ^t �' F iYt.e M •, J 6A call {' of 3 i AMM vc, 1 I7. i` ;wlot SL Ir n'.„zw .'}{ t"s-i ""''n , J• t itx •' r (' ��.f.�r� �r i •} FLY •fit s.r . f3>, , a3 Zt A .,. _ .r.<.i ._ :9-:;..:...�' ... '. �# t.,1G.7Nf' r ;.�, C � £%L�w�•:;�a�. ��'.p.x. ...amr!v;a�...�te:'a CONSTRUCTION ASSEMBLY Page 16 3R Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZllS92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . R.38.2X4.24 Description .... Roof R-38 2x4 24oc Type ........... Roof R -Value ........ 38 sf-F/Btuh Framing Material ..... FIR.2X4 Spacing ...... 24 inches on center Fraction ..... 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. SHNGL.ASPHLT Asphault shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4. AIR.RF.3.50 3.5 in & greater air space: heat flow up 0.80 0.80 5. BATT.R27.0 R-27 batt insulation 27.00 27.00 6c. BATT.RII.0 R-11 batt insul (cavity > 3.5 in) 11.00 -- 6f. FIR.2X4 2x4 in fir framing -- 3.46 7. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 41.15 33.62 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 41.15 x 0.93) + (1 / 33.62 x 0.07) = 0.025 Btuh/sf-F Total R -Value: 1 / 0.025 = 40.51 sf-F/Btuh HVAC SIZING Page 17 HVAC Project Title.......... Res. for Dunkelberger Date........ 10/07/93 Project Address........ 86 Oman Dr. Oroville CA Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............: (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Floor Area ................. Volume .. ..... ............ Front Orientation.......... Sizing Location............ Latitude... .............. Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range...... ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 4964 sf 18896 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY Heating (Btuh) Opaque Conduction and Solar...... 20326 Glazing Conduction ............... 14959 Glazing Solar .................... n/a Infiltration ..................... 10748 Internal Gain .................... n/a Ducts ............................ 0 Sensible Load .................... 46033 Latent Load....................... n/a 10 deg (N) Cooling (Btuh) 8755 9723 25710 4413 1556 0 50156 10031 Minimum Total Load 46033 60187 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 18 HVAC Project Title.......... Res. for Dunkelberger Date........ 10/07/93 MICROPAS4 v4.02 File-DUNKELCO Wth-CTZ11S92 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'LOWER' Floor Area ....................... 2073 sf Volume ........................... 16584_ cf Description Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 11202 3141 Glazing Conduction ............... 3535 2298 Glazing Solar .................... n/a 4744 Infiltration ..................... 9433 3873 Internal Gain .................... n/a 599 Ducts............................ 0 0 Sensible Load .................... 24170 14655 Latent Load ...................... n/a 2931 Minimum Zone Load 24170 17586 ZONE 'UPPER' Floor Area ....................... 2891 sf Volume ........................... 2312 cf Description Heating (Btuh) Cooling (Btuh) Opaque Conduction and Solar...... 9124 5614 Glazing Conduction............... 11423 7425 Glazing Solar .................... n/a 20965 Infiltration ..................... 1315 540 Internal Gain .................... n/a 957 Ducts ............................ 0 0 Sensible Load .................... Latent Load ...................... 21863 n/a Minimum Zone Load 21863 35501 7100 42601 P,etdrn to RW 0" 'd ►1 AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT t)%V,SFOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. . 93_027088 The'property'described herein is adjacent to land or included within an area zoned Mot for agricultural ':purposes, and residents vQI�PgR NA1 tb of this property may be subject to incon- veniences or discomfort arising from the JVN:2 �ttJ' Nr use of agricultural chemicals, including, 81993. 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 agricul- tural zones which have as a priority use for productive 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 'ttr-at .reil.:property.situate in.the County of Butte, State of California, described as follows: Lot 25, Unit 7, Kelly Ridge Estates Subdivision, more commonly known as 86 Oman Dr., Oroville, Ca. PROPERTY OWNERS: State ofOn this the a��- �� day of19 may, before me, the SS. undersigned Notary Public, personally appeared County of' r IF, 04(w/1(ZZ5XX_ d_4X Personally known to me. p Proved to me on the basis of satisfactory vidence. to be the person whose name subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official se OFFICIAL SEAL . R. R.1081NSo NOTARY %M .CAlKOBNN i DUTTE Present A.P. No. /�%-�3-�� . M1' comm. EYDLss Sept I, 1993, Notary Public STRUCTURAL CALCULATIONS ` FOR CANTILEVER RETAINING WALLS BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 , CALCULATIONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF THE UBC ' _ SIGNED ____��_�_ DATE FRANK L. TYUKOS, �RCE 32434 ' \&17J'~-/ \ \� ` � � �l� F L T ENGINEERING ���=_°~~~--- - 5790 CLARK ROAD ' PARADISE, CA 95969 . ' � � ` ` ^ STRUCTURAL CALCULATIONS ` FOR CANTILEVER RETAINING WALLS BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 , CALCULATIONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF THE UBC ' _ SIGNED ____��_�_ DATE FRANK L. TYUKOS, �RCE 32434 ' \&17J'~-/ \ \� ` � � �l� F L T ENGINEERING ���=_°~~~--- - 5790 CLARK ROAD ' PARADISE, CA 95969 SUBJECT: CONC. CANTILEVER RETAINING WALLS BY: FLT DATE: 7/92 JOB NO.: 2127 PROJECT: BETTER BUILDERS C:ONSTRUC:TION 5263 ROYAL. OAKS DRIVE, OROV I L -L -E, CA 95966 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 17 DES I GN_C:F' I TES I A_ STUD WALL, ROOF AND FLOOR ARE SUP'P'ORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1991 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x (8+4) _ .12 k:/1 MAX. LL = .016 x 26 + .010 x (26-4) + .050 x 12 = 1.24 4 k / 1 LOADING PER ABOVE IS C:RITIC:AL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANi=E (MIN. DL ONLY), MAX. LL — ROOF LL + ADD'L ROOF- DL + FLOOR DL+LL CALCIS PROVIDED FOR: 6" THICK: A. 31-6" HIGH — SHEETS 2 & 3 B. 51-0" HIGH — SHEETS 4 & 5 C. 6'-6" HIGH — SHEETS 6 & 7 8" THICK: D. 6'--6" HIGH — SHEETS 8 & 9 E. 8'-0" i HIGH — SHEETS 10 & 11 F. 9'-6" HIGH — SHEETS 12, 13 & 14 CONSTRUCTION DETAILS — SHEETS 15, 16 & 17 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f1c 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG PRESSURE — 200 PSF - ' ` ` . �` .PROJECT :,BETTER BUILDERS CONSTRUCTION JOB NO. : 2127 ^zDATE . : 7/1992 ' .CALC'S BY : FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2 OF W7 ' � SUBJECT: CONCRETE CANTILEVER RETAINING ^ __________________________________ WALL .' . WALL DESIGN: ____________ ' ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 ' YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): ' .12 LIVE LOAD (KIP): 1.24 OVERALL HEIGHT OF THE WALL - H (FEET): 3.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 3 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 `'TOTAL EARTH PRESSURE - Fw (KIP): 0.14 MOMENT - Mw (FT -KIP): 0.14 AREA REINF. (IN^2) 'dl(IN)' SIZE & -------------------------------------------------- SPA (IN) 0.025 3.75 #4 0 ' 37.7 ''` `� � -� MIN. VERTICAL REINF. - .15 % (IN -2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - - HORIZONTAL: #4 @ 13 ' COMBINED STRESSES @ WALL: � ' " 0.10 < 1.0 .0 FLT ENG I NEED: I Ni -i PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO.. 12*7 PARADISE, CA DATE 7/1992 ( 916) e72-0254 i :ALC 9 S BY : FLT SHEET OF /;7 FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF i_ONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF) : 1500 ALLOW. LATERAL BEARING PRESSURE (PSP): 20C) FRICTION COEFFICIENT •- Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 10 DESIGN FOOTING WIDTH - HEEL c; INCHES): 8 - TOE (INCHES): 8 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 22 OVERTURNING FORCE - Fo (KIP) : 0.22 OVERTURNING MOMENT - Mo (FT -KIP): 0.28 TOTAL RESISTING WEIGHT - W (KIP): 0.81 RESISTING MOMENT - Mr (FT -KIP'): 0.86 OVERTURNING RATIO SF 3.06 i6 NET MOMENT - Mn (FT -KIP): 0.58 ECCENTRICITY - e (FEET): 0.20 ECCENTRIC MOMENT - Me (FT -KIP): 0.16 FOOTING AREA - A f (FT�) : 1.83 SECTION MODULUS - S (FT`'•3) : 0.56 SOIL PRESSURES - DL ONLY - SPt ( F'SF) : 737.23 C 1500 - SPh c: PSP) : 148.22 > 0 SOIL PRESSURES - ADDED LL - SFT (PSF) : 1413.60 < 1500 SPh' (PSF) : 824.59 > 0 SLIDING RESISTANCE - Fr (KIP): 0.35 0.23 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv . K I F') : 0.87 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.20 AREA REINF. (IN"2) 9 d' (IN) SIZE &< SPA (IN) ------------------------------------------------------- 0.020 i' 0 6.75 #4 @ 119.8 DESIGN TOE REINF.: #4 @ 24 . , PROJECT : BETTER BUILDERS CONSTRUCTION ' JOB NO. : 2127 ' DATE : 7/1992 CALC'SBY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ----------------------------------- WALL _________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL. SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): . 0 YIELD STRENGTH REINF� (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .12 - LIVE LOAD (KIP): 1.24 OVERALL HEIGHT OF THE WALL - H (FEET): 5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4.5 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.30 MOMENT - Mw (FT -KIP): 0.46 ` AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------------------------------------------- 0.083 3.75 #4 @ 28.9 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 4 OF 17 .MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VER - HORIZONTAL: COMBINED STRESSES @ WALL: | 0.25 < 1.0 FOOTING DESIGN: ' ' DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 PROJECT BETTER BUILDERS CONSTRUC TON JOB NO. 2127 DATE , 7/1992 C:AU1' S BY : FLT DESIGN FOOTING DEPTH (INCHES): 1 DESIGN FOOTING WIDTH - HEEL (INCHES): 18 - TOE (INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INC:HES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES) : :36 OVERTURNING FORCE - F (KIP): 0.45 OVERTURNING MOMENT - Mia (FT -KIP): 0.83 TOTAL RESISTING WEIGHT - W (KIP): 1.62 RESISTING MOMENT - Mr (FT -KIP): 2.el OVERTURNING RATIO - SF 3.38 NET MOMENT - Mn (FT -KIP): 1.98 ECCENTRICITY - e (FEET) : 0.28 ECCENTRIC MOMENT - Me (FT -KIP): 0.45 FOOTING AREA - A f (FT�: ) : 3. oo SECTION MODULUS - S (FT' 3) : 1.50 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91.6) 872-0254 SHEET SOIL PRESSURES - DL ONLY - SPt (PSF): 839.58 < 1510 - SPh (PSF) : 240.42 > o SOIL PRESSURES - ADDED LL - SFT (PSF) : 1459.58 < 1500 - SPh' (PSF): 447.08 > 0 SLIDING RESISTANi=E - Fr (KIP) : 0.67 > 0.45 :..FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.29 MAX.. MOMENT @ TOE - Mt (FT -KIP): 0.47 AREA REINF. (IN"•2) ' d' c: IN) SIZE & SPA (IN) 0.036 8.75 ##4 @ 65.9 DESIGN TOE REINF.: #4 241 FOOTING - HEEL: UNIFORM WEIGHT @ HEEL - Wv (PLF) : 600.0o WEIGHT DUE TO GRADE SLOPE - Wg (PSQ: 0.0o PRESS. @ REAR FACIE OF WALL - SPf (PSF): 540.00 MAX. MOMENT @ HEEL - Mh (FT -KIP): 0.14 AREA REINF. ( IN�') ' d' (IN) SIZE ?y SPA (IN) ---------------------- 0.010 9.75 #4 @ 249.9 DESIGN HEEL REINF.: #4 @ 48 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. 2127 DATE :-7/1992 CALCIS BY : - FLT SUBJECT: CONCRETE CANTILEVER FETAINING WALL --------------------------------- WALL DESIGN: -77- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE_ SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): o YIELD STRENGTH REINF. (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a TOTAL,EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): FLT ENGINEERING 5796 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET ry OF Q .12 1.24 6.5 6 6 6 1.46 0.54 1.08 AREA REINF. (IN''2) ' d' (IN) SIZE & SPA (IN) ----------------------------------- U.1'37 3.75 #4 @ 12.2 MIN. VERTICAL REINF. — .15 % (IN"2)s 0. 108'•'. MIN. HORIZONTAL REINF. — .25 % (IN` 2) : 0.180 . DESIGN REINF. — VERTICAL: #4 @ 12 — HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: 0.55 01.0 HEIGHT FROM TOP OF THE WALL — H' (FEET): 5 HEIGHT FROM TOP OF THE SOIL — Hr (FEET): 4.5 THICKNESS OF WALL — BOTTOM':' (INCHES): 6.00 TOTAL EARTH PRESSURE — Fw2 (KIP): 0,30 MOMENT @ Hw2 — Mw2 (FT—KIP): 0.46 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------- 0.083 3.75 #4 @ 28.9 DESIGN REINF. — VERTICAL: #4 @ 241 PROJECT : BETTER BUILDERS i `ONSTF Ui_ T SON JOB NO. . 21.2*7 DATE : 7/1992 CALC'. S BY :,FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEATING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE ( PSF) : 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 15 DESIGN FOOTING WIDTH - HEEL (INCHES): 30 - TOE (INCHES): 16 FOOTING KEY - DEPTH & WIDTH (INC:HES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INC:HES): 5' 0 OVERTURNING FORCE .- Fo (KIP) : 0.79. OVERTURNING MOMENT - Mo (FT -KIP): 1.91 TOTAL RESISTING WEIGHT - W (KIP): 2.92 RESISTING MOMENT - Mr (FT -KIP): 7.35 OVERTURNING RATIO - SF 3.86 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET) : ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - A f (FT�2) : SECTION MODULUS - S (FT``•3) : SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL --SPt' (PSF): SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - HEEL: UNIFORM WEIGHT @ HEEL - Wv (PL.F): WEIGHT DUE TO GRADE SLOPE - Wq (PSF): PRESS. @ REAR FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL - Mh (FT -KIP): FLT ENGINEERING 5790 CLARE':. ROAD PARADISE, CA ( 916) 872-0254 SHEET 7 OF. /� 5.44 'd'(IN) SIZE 0.30 SPA (IN) 0.042 0.88 #4 @ 4.33 956.55 < 1500 391. 14 ;> 0 1473.83 < 1500 446.17 : 0 b 18 7 0.79 78.7.50 0.00 71.7.34 0.78 AREA REI.NF. (IN'2) -------------------------------------------------- 'd'(IN) SIZE & SPA (IN) 0.042 12.75 #4 @ 5/. DESIGN HEEL REINF.: #4 @ 36 ` FLT ENGINEERING ..A PROJECT : BETTER BUILDERS CONSTRUCTfnN 5790 CLARK ROAD JOB NO. : 2127 / PARADISE, CA DATE : 7/ (9 16) 872-0254 ' SUBJECT: CONCRETE CANTILEVER RETAINING WALL u WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH AEINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .12 - LIVE LOAD (KIP): 1.24 OVERALL HEIGHT OF THE WALL - H (FEET): 6.5' OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6 ' THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.54 MOMENT- /- Mw (F KIP) : 1.08 AREA REINF. (IN^2) 'dl(IN)` SIZE & SPA (IN) ________________________________________________ 0.130 5.69 #5 @ 28.7 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - VERTICAL - HORIZONTAL: COMBINED STRESSES @ WALL: | 0.25 < 1.0 FOOTING DESIGN: _______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX:' 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1508 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 ` . ^ . PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2127 ' DATE : 7/1992 CALCIS BY : FLT DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): 528 15- 28 16 0 0 52 OVERTURNING FORCE - Fo (KIP): 0.79 OVERTURNING MOMENT - Mo (FT -KIP): 1.91 TOTAL RESISTING WEIGHT - W (KIP): 2.98 RESISTING MOMENT - Mr (FT -KIP): 7.48 OVERTURNING RATIO - SF 3.92 NET MOMENT - Mn (FT -KIP): 5.57 ECCENTRICITY - e (FEET): 0.30 ECCENTRIC MOMENT - Me (FT -KIP): 0.89 FOOTING AREA - Af (FT -2): 4.33 SECTION MODULUS - S (FT^3): 3.13 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2 OF 17 SOIL PRESSURES - DL ONLY - SPt (PSF): 972.77 < 1500 - SPh (PSF): 403.77 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1457.03 < 1500 - SPh' (PSF): 491.81 > 0 SLIDING RESISTANCE - Fr (KIP): 1.20 > 0.79 . . �. FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.74 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.92 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) -------------------------------------------------- 0.054 11.69 #5 @ 69.2 DESIGN TOE REINF.: #5 @ 24 FOOTING - HEEL: UNIFORM WEIGHT @ HEEL - Wv (PLF): 787.50 WEIGHT DUE TO GRADE SLOPE - Wg (PSF): 0.00 PRESS. @ REAR FACE OF WALL - SPf (PSF): 710.15 MAX. MOMENT @ HEEL - Mh (FT -KIP): 0.61 AREA REINF. (IN^2) 'dl(IN) SIZE ,& SPA (IN) 0.032 12.75 #4 @ 73.9 DESIGN HEEL ' | PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. . 2127 .DATE 7/1992 CALCI S ' BY v FLT SUBJECT: CONCRETE CANTILEVER FETAINING WALL ---------------------------------- WALL DESIGN:' ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET /4 OF- /) GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI) : 4 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) ; 2000 GRAVITY LOAD - DEAD LOAD (KIP) : - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP) : MOMENT - Mw WT -KIP): AREA REINF. (IN -2) --------------------------------------------------- 'd'(IN) ' SIZE & SPA (IN) 0.253 5.69 #5 @ 14.7 MIN. VERTICAL REINF. - .15 % (IN"2) : MIN. HORIZONTAL REINF. - .25 % (I N•' 2) : DESIGN REINF. - VERTICAL: #5 @ 1' - HORIZONTAL: #`, @ 15 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr's (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES) : TOTAL EARTH PRESSURE - Fw:_ (KIP): MOMENT @ Hw' : - Mw:: (FT -KIP); AREA REINF. (IN"2) ' d r (IN) SIZE & SPA (IN) ----------------------------------------------------- 0.130 . 5.69 #5 @ 28.7 DESIGN REINF. - VERTICAL- ##5 @ �4 _r .12 1.24 8 7.5 8 8 1.46 0.84 2.11 0.144 0.240 x.46 < 1.0 6.0 G S. 00 0.54 1.08 5, ' PROJECT : BETTER BUILDERS CONST'UCTION JOB NO. : 2127 DATE : 7/1992 CALCIS BY : FLT FOOTING DESIGN: � � ________ � �. DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ` ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - Spt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - HEEL: UNIFORM WEIGHT @ HEEL - Wv (PLF): WEIGHT DUE TO GRADE SLOPE - Wg (PSF): PRESS. @ REAR FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL - Mh (FT -KIP): FLT ENGINEERING 5790 VARK ROAD PARADISE, CA (916) 872-0254 SHEET A OF 17 100 150 1.5 2.5 1500 200 0.35 18 38 24 0 0 70 1.22 3.65 4.61 16.07 4.41 12.42 0.22 1.02 5.83 5.67 968.83 < 1500 610.89 > 0 1308.94 < 1500 695.91 > 0 1.84 > 1.22 975.00 0.00 805.20 1.22 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.053 15.69 15.69 #5 @` 70.3 DESIGN HEEL PROJECT : BETTER BUILDERS (ONSAUCT I ON JOE{ NO. . 2127 DATE ' : 7/1992 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVET' RETAINING WALL ---------------------------------- WALL 'DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL. SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): c:� YIELD STRENGTH REINF. (KSI): 4ii ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 F-L.'T ENi` I NEE R I N(3 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET /2 OF /7 GRAVITY LOAD — DEAD LOAD CKIF'): .1 — LIVE LOAD (KIP) : 1.24 OVERALL HEIGHT OF THE WALL — H (FEET): 9. 5 OVERALL HEIGHT OF THE SOIL — Hr (FEET): 9 THICKNESS OF WALL — TOT' (INCHES): 8 — BOTTOM (INCHES): 8 COEFFICIENT — a : 1.46 TOTAL EARTH PRESSURE — Fw (KIP): 1.22 MOMENT — Mw (FT—KIP): 3.65 AREA REINF. (IN�2) 'dl(IN) SIZE & SPA (IN) 0. 407 5.69 #5 @ 8.5 MIN. VERTICAL REINF. — .15 % (IN•"2) : 0.144 MIN. HORIZONTAL REINF. — .25 % (IN•"•':) : 0.240 DESIGN REINF. — VERTIi_AL.: #5 @ 8 — HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL: 0.78 < 1.0 HEIGHT FROM TOP OF THE WALL — H: (FEET): 7.5 HEIGHT FROM TOT' OF THE SOIL — Hr ' (FEET) : 7 THICKNESS OF WALL. — BOTTOMS (INCHES): 8.00 TOTAL EARTH PRESSURE — F02 (KIP) : 0.74 MOMENT @ ,Hw2 — Mw:_ (FT—KIP): 1.7 AREA REINF. (IN"2). Ido(IN) SIZE & SPA (IN) 0. 06 5.09 #5 @ 10.1 DESIGN REINF. — VERTICAL: #5 0 16 0 ~ ' . FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTIN 5790 CLARK ROAD JOB NO. : 2127 PARADISE, CA ` DATE : 7/1992 (916) 872-0254 CALC,SBy.: FLT SHEET 13OF 17 ' HEIGHT FROM TOP OF THE WALL - H3 (FEET): 5.5 HEIGHT FROM TOP OF THE SOIL - Hr3 (FEET): 5 ` THICKNESS OF WALL - BOTTOM3 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw3 (KIP): 0.38 MOMENT @ Hw3 - Mw3 (FT -KIP): 0.63 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.075 5.69 #5 @ 49.6 DESIGN RElNF. - VERTICAL: ( FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE.(PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 ` ' DESIGN FOOTING DEPTH (INCHES): 18 DESIGN FOOTING WIDTH - HEEL (INCHES): 50 - TOE (INCHES): 28 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 ' - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 86 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): REASTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SA (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): 1.65 , 5.79 6.43 27.69 ' 4.78 21.91 0.18 1.14 7.17 8.56 1031.20 < 1500 763.92 > 0 1337.00 < 1500 ' 804.16 > 0 SLIDING RESISTANCE - Fr'(KIP)-. 2.48 > 1.65 -^ ' '. `PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2127 Z''D�T[� ` : 7/1992 . '.' ` CALC'S BY : FLT FOOTING - TOE EARTH PRESSURE @ TOE - Fv (KIP): 2.92 MAX. MOMENT @ TOE - Mt (FT -KIP): 2.93 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) -------------------------------------------------- 0.136 14.69 #5 @ 27.3 DESIGN TOE R ' v FOOTING - HEEL: UNIFORM WEIGHT @ HEEL - Wv (PLF): 1125.00 WEIGHT DUE TO GRADE SLOPE - Wg (PSF): 0.00 PRESS. @ REAR FACE OF WALL - SPf (PSF): 919.31 MAX. MOMENT @ HEEL - Mh (FT -KIP): 2.45 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.107 15.69 #5 @ 34.9 DESIGN HEEL FLT ENGINEERING 5790 CLARK ROAD PARADISE, ' CA (916) 872-0254 SHEET /5% OF /7 VSZO-ZL9 (9 L6) 69696 'VO '3SIQV8Vd ''ad AHVI0 06L9 NIBMUMHDOa9 Al 4 -Z=l •N7 a' --v-6/ a'o0e�Y /Y/ b'a'd d0 -ZW 4,O Z N/ 7/4 yap of /Y/b'ad a zzycyo=w=d AA '+ #&/A/# P/ -YO 'J'/(7 -?'Y'8 OS' Wlll--P ' 'f 'S'7�/y10p S� cra-psYi --7S Q7/700 ;m6Y/aa' 77Y& '1cY.ViJ 'e 1-?,pf,C , a cl 7Y1a�91PeA1,-4 �'/a��.L/a',� /Y9/S3d '/ : Sx10/y 'O '77vhf '9' 774N' ' J' 7 7*/Sf 'tv.w 'O/YOO 1"o )J � I � I a7itOQ6� 1SN0J WOO 7 1 a'O 77Y/V tVUS 9 I p, �Up2'9 71�a'//1 f�N y 7'7b'iyf ip zpnNoAl ' 0 e7 'o'° 9£ ip *# dot./ r1vz;4 ' 0' y �z a - C/!1 1"2/ayoq W Z£ 'o ,bN0ISS3A0�a .........._........_................_. ............. LZ/Z .........ON 80f.......................31WO..........AS-GXHO ...a'od....%Y10.....7 Ib7il....N�i�1 Z6/L ..... dO................... ..................... ....................._....................................._.. 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FT OP 40RA/,c/ ROCK foie GN. /=r 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 F. 0 R TYPICAL RESIDENTIAL FOUNDATIONS BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE OROV I L.L E, CA 95966 CALCULATIONS ARE IN COMPLIANCE WITH THE .1991 EDITION OF THE UBi:: SIGNED --- ---- --- DATE FRANK L. -TYUKOS, ICE 4% own 0000y' ETlJLDM iJOWMENT F L T' ENGINEERING' 5790 CLARK ROAD APPROVED PARADISE, CA 95': % (9 1 E) 872--i X2;54 F . . , . ~ SUBJECT: TYPICAL RESIDENTIAL FOUNDATIONS BY: FLT DATE: 9/92 JOB NO.: 2140 PROJECT: BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 16 DESIGN_CRITERIN STUD WALL, FLOOR & ROOF ARE SUPPORTED BY CONC. RETAINING—BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY CONTINUOUS FOOTING. CODE 1991 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x (3+8) = .11 k/l MAX. LL = .016 x 18 + .010 x (18-3) + .010 x 18 + .005 x 8 + .050 x 9 = 1.11 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF LL + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL + ADD'L WALL DL + FLOOR DL+LL ` SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL — 2.0/6^2 = .056 KSF -- 1' SURCH. CALCIS PROVIDED FOR: 6" THICK: A. 41-0" HIGH — SHEETS 2 & 3 B. 6'-0" HIGH — SHEETS 4 & 5 C. 81-0" HIGH — SHEETS 6 & 7 8" THICK: D. 8'-0" HIGH — SHEETS 8 & 9 E. 10'-0x HIGH — SHEETS 10 & 11 F. 121-0" HIGH — SHEETS 12 & 13 CONST. DETAILS — SHEETS 14, 15 & 16 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, WELDED WIRE MESH — ASTM A185, 6x6 — W1.4 x W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF. PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 DATE : 9/1992 CALCISTY : FLT ' SUBJECT: CONCRETE RETAINING -,BEARING WALL ---------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. . FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 200{! GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): ` COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): ' AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ______________________________W_________________ 0.029 3.75 #4 @ 81.4 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VE - HO COMBINED STRESSES @ WALL � SHEET 2' OF Q 0.11 1.11 � 4 4.67 6 1.46 0.33 0.13 0.20 2.24 0.16 0.108 0.180 0.11 < 1.0 ` ' ' PROJECT : BETTER BUILDERS CONSTRUCTION ' JOB NO. : 2140 � DATE : 9/1992 , 1 -'ALC' S BY FLT FOOTING DESIGN: ___� _�______ ` � DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): 100 150 1500 200 0.35 1500 13.69 6.00 ' FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 DESIGN FOOTING - WIDTH (INCHES) - ucr/n (INCHES)". E.00 TOTAL GRAVITY LOAD - Pv (KIP): 1.76^ INCREASE OF ALLOW. SOIL PRESSURE (%); 0.0 ACTUAL SOIL PRESSURE - Q (PSF): 1511 < 1500 SLIDING RESISTANCE - Fr (KIP): . � SLAB REINFORCEMENT: REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF, (KSI): LENGTH OF DOWELS (INCHES): 0.33 > 0.20 4 8.65 4 4 7.27 0.029 24 8.78| / SHEET '3 OF /6 . , PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 DATE : 9/1992 - 'CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ' ALLCALCULATIONS ARE IN U&TS/LN. FT. . GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP) LIVE LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET):` MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) ----------------------------------------------------- 'd'(IN) SIZE & SPA (IN) .0.092 3.75 ` #4 @ 26.2 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - ,25 % (IN^2): DESIGN REINF. - - HORIZONTAL: COMBINED STRESSES @ WALL 1 � FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF IC LEVEL 30 1 40 2000 0.11 1.11 6 -- , 6.67 6 1.46 0.67 0.25 0.42 3.39 0.50 0.108 0.180 0.27 < 1.0 , PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 ..�DATE ,� : 9/1992 CALC'S BY : FLT ' FOOTING DESIGN: DENSITY OF SOIL*(PCF): DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING — WIDTH (INCHES): 15.29 — DEPTH (INCHES): 6.00 DESIGN FOOTING — WIDTH — DEPTH (INCHES): 14.00 TOTAL GRAVITY LOAD — Pv (KIP): 2.27� INCREASE OF ALLOW. SOIL PRESSURE (%): 3.3 ACTUAL SOIL PRESSURE — Q (PSF): 1511 < 1550 SLIDING RESISTANCE — Fr (KIP): SLAB�REINFORCEMENT: ` -------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0.68 > 0.42 4 6.21 4 4 14.13 0.029 24 17.05 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET T OF /9 ' � � � 'PROJECT JOB NO. DATE . . : BETTER BUILDERS CONSTRUCTION : 2140 : 9/1992 .CALCIS BY :� FLT .. . SUBJECT: CONCRETE RETAINING - BEARING WALL ------------------------------------ WALL ________________________________ WALL DESIGN:' , ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 6" OF IC GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET):. MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) �________________________________________-______ 0.208 3.75 04 @ 11.5 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VER - HORIZONTAL: COMBINED STRESSES @ WALL | 0.11 1.11 8 8.67 6 1.46 1.13 0.41 0.72 4.54 1.14 0.108 0.180 0.57 < 1.0 C . `PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 DATE : 9/1992 CALCIS BY : FLT FOOTING' DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE- (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 200 0.35 0 1500 16.89 15.66 DESIGN FOOTING — WIDTH — DEP TOTAL GRAVITY LOAD — Pv (KIP): 2.63� INCREASE OF ALLOW. SOIL PRESSURE (%): 13.3 ACTUAL SOIL PRESSURE — Q (PSF): 1752 < 1700 SLIDING RESISTANCE — Fr (KIP): 1.09 > 0.72 SLAB REINFORCEMENT: . ` REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 4.84 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 23.28 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 28.09 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET `' OF �� v '~ ' . PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 DATE :.�9/1992 . CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL WALL DESIGNe ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL. . ' SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHTOF THE WALL - Hw (FEET).- OVERALL FEET):OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL " T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOMOF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET); MOMENT - Mw (FT -KIP): AREA REINF. (IW2) 'dl(IN) SIZE & SPA (IN) 0.137 5.69 #5 @ 27.1 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.11 1.11 8 8.67 8 1.46 1.13 0.41 0.72 4.54 1.14 0.144 0.240 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 4 OF AC DESIGN REINF. - VE - HO COMBINED STRESSES @ WALL / 0.26 < 1.0 . . PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO, : 2140 UH|E : 9/1992 CALC'.SBY r FLT ��'FOOTIN8 DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF): NET,,ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTINi - WIDTH (INCHES): ' - DEPTH (INCHES): 100 150 1500 200 0.35 1500 18.49 11.06 DESIGN FOOTING - WIDTH - DEPTH (INCHES): 20.Oo | TOTAL GRAVITY LOAD - Pv (KIP): 2.87| INCREASE OF ALLOW. SOIL PRESSURE (%): 13.3 ' ACTUAL SOIL PRESSURE - Q (PSF): 1722 < 1700 '� SLIDING RESISTANCE - Fr (KIP): SLAB REINFORCEMENT: . ------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW, TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 1.17 > 0.72 5 7.51 4 4 23.28 0.029 24 28.09 FLT ENGINEERING 5790 CLARK ROAD ' PARADISE, CA (916) 872-0254 SHEET OF A45, `. . PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 . DATE : 9/1992 CALL'SBY : FLT .' . ' SUBJECT: CONCRETE RETAINING — BEARING WALL WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET /0 OF 16 ~ GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH .REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD — DEAD LOAD (KIP) — LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL — Hw (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — T (INCHES): COEFFICIENT TOTAL EARTH PRESSURE — Fhr (KIP): REACTION @ TOP OF WALL — Rt (KIP): REACTION @ BOTTOM OF WALL — Rb (KIP): HEIGHT OF 10' SHEAR_ Ho (FEET)-, MOMENT — Mw (FT—KIP): AREA-REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) _____________________________________________ 0.260 5.69 #5 @ 14.3 MIN. VERTICAL REINF. — .15 % (IN^2): MIN. HORIZONTAL REINF. — .25 % (IN^2): DESIGN'REINF. — VE ' — HO U COMBINED STRESSES @ WALL o 0.11 1.11 10 IF, 10.67 8 1.46 1.71 0.61 1.10 5.69 2.17 0.144 0.240 0.47 < 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION . JOB NO. : 2140 '. DATE �.: 9/1992 `CALCIS BY : FLT ` FOOTING DESIGN: ` DE ! ITY OFSOIL \PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): 100 150 1500 200 0.35 0 1500 20.49 21.47 DESIGN FOOTING - WIDTH �- DEPTH (INCHES): 24.Oo TOTAL GRAVITY LOAD - Pv (KIP): 3.53U INCREASE OF ALLOW. SOIL PRESSURE (%): 20.0 ACTUAL SOIL PRESSURE - Q (PSF): 1766 < 1800 SLIDING RESISTANCE - Fr (KIP): ` SLAB REINFORCEMENT: ` REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET):. DE8I8N HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 1.65 > 1.10 5 6.15 4 4 34.71 0.029 24 41.89| / FLT ENGINEERING 5790 CLARK ROAD PARADISE,' CA (916) 872-0254 SHEET h' OF IAC .' ` , PROJECT : BETTER BUILDERS CONST'UCTIhN JOB NO. : 2140 DATE ' : 9/1992 CALCIS BY ;.FLT � SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: -------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL. SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP) 1.11 OVERALL HEIGHT OF THE WALL - Hw (FEET): 12 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 12.67 THICKNESS OF WALL - T (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 2.41 REACTION @ TOP OF WALL - Rt (KIP): 0.85 REACTION @ BOTTOM OF WALL - Rb (KIP): 1.56 HEIGHT OF 10' SHEAR - Ho (FEET); 6.85 MOMENT - Mw (FT -KIP): 3.68 AREA REINF. (IN^2) 'dl(IN) SIZE & SpA (IN) --------------------------------------------------------- 0.442 5.69 #5 @ 8.399999 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - VERTICAL: #5 @ 8 - HORIZONTAL: #5 @ 151 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 12 OF A; COMBINED STRESSES @ WALL 1 0.78 < 1.0 .� PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 DATE : 9/1992 CALC'S-BY : FLT FOOTIN8"DESIGN: � DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTI.N COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): 100 150 1500 200 0.35 0 1500 22.49 39.34 DESIGN -FOOTING - WIDTH - DEPTH (INCHES)g 30.00 TOTAL GRAVITY LOAD - Pv (KIP): 4.18� INCREASE OF ALLOW. SOIL PRESSURE (%): 30.0 ACTUAL SOIL PRESSURE - Q (PSF): 1930 < 1950 SLIDING RESISTANCE - Fr (KIP): 2.33 > 1.56 SLAB REINFORCEMENT: REINF Q10P OF WALL (BAR #): 5 MAX. HORIZONTAL SPAN OF WALL (FEET): 5.21 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEETi: 48,43 DESIGN AREA OF SLAB REINF. (=2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 58.45 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 13 OF IC SY .!.F�T DATE 9.92 5U SJ c.,— +, . _- TyP/CAG... ,F'eS/DENT/.4L SoEBT NO. 1¢1 of /6 •. ii.... Os-� .. colvc. �Ol�iv,Drgr/OI(/S JOB NO BE T7'E,e ,B eJ/G ,D ,2S CONST. OROY/G L E C-4. pj q Y�4.�iFs - SEE PG.fvs � 4 fT6. aC y O At/// ATG, AFx 7*11 D Gov V' NjZ o o�� O SNI L . • rn oDo �}. �o41 . kit IQ Im 0 ., e � kNk ip INN, `I q NJ a 14W�kik.Q oQRpf ESS/pNgl 0. 34. (� OF C F L7 MaGH EMOM 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 r gY �L/ GATE •..?191 sue�r.�T .ryP/C'4G APES/I�F�t/T/ L SHEET NO. %`S. OF �6 a -n C OA10 .. . /G04JN0r4 r10A1, '. J05 NO. 2/40 . B ETT"E� t3'U/G ���S CONST. p�0 y/GL E C.4 , N O � � � V VAR/ES -SEE PG�t/S SES v �FTG, DEPTf1— �D v frs. BovF c W o� � .0, -k) IL R5 JO J0 N v qj jkTtq ka N 30 p�l.Ex. Q civ I� " � % IC �Ess/o/mQC v Ka V � k � � e` GANQn �� , No. 32 rn sIV e W �lFOF CAI�F�� IF LIT [EM(MOMMEROH2 / 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 Li bGeC- L8 (M) 69696 YO '3SIClYdVd "OU >18= 06L9 • •oCPa-/212 si irk7s 0/0 •o/yoo -17H1 7/LN17 77YW 'JNOJ -w/O 9/Y/.YOHS ---2M,404:; cv •' �10/� NO /-Z Y(:7/Y70 � Niw��a. �o/7ds d�� �9z •a�� F �6/c�/,� 7i'/YO/1c10 - �VN/3Y 77YhfI\Ivo Jo N :1 a/�A h/Jl N6✓ Ol S7�/�04 :1NoJ �# o. a • dtL 4, � bN0/SS3 A��a IN 9d✓a'n.1b'N ' , . 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N TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00° OC -'4 CONNECTOR PLATES MUST BE DESIGNED 9 INSTALLED IR ACCORDANCE W WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. W A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORO. 8=903# W-3"8 16493vy OVER 2 SUPPORTS Ra889s W-1"8 v m m m T. TYP.- ALPINE DESIGN CRTT TPI CA/0/1/0/-/-/F Rev 17.On SCA - 0,371 O O O XxIMPORTANT*1W°"' EDCIKE9�B PA�IICfs nx. yjAANINGT°"��"'E0t7as EKT%W Cm EIfCT[W AM sr yy.. TC LL 40.0 PSF REF 8427--3378.9 DATE 05/i2/gift T O C O o 0 0 o 3iMLL NOT BE fid" SWIFILE FQi Ntf ce�wlpl roof Tess DESIGN en T1E5E CPECIs wTwxs, - wr DI IWOIILIO. D"cif- SEE mm -9I Of Tat. US I as calm � Y FAY C DL 10.0 PSF DPW CAUSR427 93132' C3 su LOW TO BYQs OW TADSC 14 CI•i0W3"= 9JrN M" 04 TPf. FOR A00" Q L SPEeCUX MMAl Nl sow_m no �Q� � DL 5.0 PSF O O O O 0.P De CDuneCROS AM $aDe Dt ZOrA day. 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JIM • J"l IILTCOnlL O MIT SPECIITCAT7OK r0R voci CORTPDCTIOM O O O O O O . a 1 Iby: f (DUNK—MMELBERGEM / T20 TOP CHORD 4x2 FL #1 SOT CHORD 4x2 FL Iii i NESS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NQS -9f TABLE 7.3.3. NOTE: THIS TRUSS MUST BE INSTALLED AS SH0WN. IT CANNOT BE USED UPSIDE GOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR:. TN[S ONG. PREPARED Fpon COMPUTER INPUT [LOADS S DIMEMSi0N8) 5UtIMI I ILLI WT INIFy-� vert. ' C7 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.. n c. 2X6 03 HEN -FIR OR BETTER CONTINUOUS STR0NSBACK. ATTACH m TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR.. Ab TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC." CONNECTOR PLATES MUST BE DESIGNED G INSTALLED IN ACCORDANCE w WITH REQUIME14ENTS OF I.C.B.O. RESEARCH REPORT 02949, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. o 0 m �-• 2 ' 4" —� I--- 9' 10' 7-60 _I 2X4 4 �5X3X4 2.5X4 1.a3Z 5xB A. 12 � .5X4 X4 3X6 18'3'.8 OVER 2 SIJPPORTS R=10130 W=3"8 8=9990 W-I"B PLT- TYP - ALPINE OESIGN CRIT TPI -- -CA/0/1/0/-/-fF Rev 11.un SL.ALt - u aiUu t=' O O C C= O *IMPQRTANTK 'T'� Ef6T1EEJ3C0 "'°°°"� IOC. SeSl11gT BE REPOSIOLE FOO A47 A0 iVARPIf NCil9ms wOum omem CARE IN iMOLL.A ESECT tOr1 DO ' 'i TC LL 40.0 PSF REF 8427--33780 0ATRUSS GEVUTIOMM FROR Thn OESITPL Ota TKW sPECIFICAfI04S. OR ARF MAMAS. SEE 141"t s1 TPC. SEB TSIS OEUGN Q Ei' C OL 10.0 PSF GATE 05/12/93 W C•AM427 9353250a C-7911AMu iE 10 O UD PE wmw III comom.KE aw OSM &t TPI. rOR AD07TTMa•L SECtAL VUWA MT UACU4 RE 5.0 PsF ALPINE COwwrom AM MAE O► 70GL GLLV. STM we1tmO LETN A448 s. s Eaca" As wrED. kont OOPPtctORs NO Ems rum OF Oullumm TS. Mtn OL,0111 E IM30TM 10POL0 CHORD WILL BE LITERALLY OPACED rrnt PPOPEDB LL 0•0 PSF CQ -ENG MDQ Mns Ha L►PESb OIHUWGI LOCATED O51 TML! OMJG% POSITION PFR okoprA M tee 9 LOOM -F. D6IG4 SIAWAP09 RIOVIsIpm OF IDS 6 TPI- AR VIVINI[ER-s Lr ATIA0ME9 PL KOW SPE►T"m BOTTOM CWORD "ITU PROKPLY EITKIEO PIM CEILLOO — SEE ALPRE TECNMiCIL UPOEIC (TIV91) FOR A -42-M N0. C043046 _DgwAATOAS FAp. 6. 0.93 Or T.LD_ 55.0 1.00 PSF0BL.E o SEL. M IRIS OPd117"0 APPLIES TO RE CC"1819 OEPICNEO PERE ORINALL APPLICLn4ML. FW%4M 1 COPT Or rMS R . FAC . 0 0 0 1� 0 0 �.at1 QNLf. SNALL 1101 BE IN �Ls9Tiur �zaEnncarIGH To eon C � r►.. SPAC 6 24 .0 " B -w ra/ss Purena*�iLTED YDrEFios onL1 test FOR le�oD o7arRucTtaR* ti CL F m Job: T21 TOP CHORD 4x2 FL #I BOT CHORD 4x2 FL 91 WEBS 4x2 FL Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: THIS TRUSS 14UST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. THIS DNS. PREPARED FRUM ZOMPUTEA INPUT (LOADS 6 0I14DISIONS1 SUISMIL 1 Itu W, INUZy , tarn. h REFER. TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. _ D c + 2XG 03 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK KATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. a TCP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC v CONNECTOR PLATES MUST BE DESIGNED G INSTALLED IN ACCORDANCE w WITH REGUIRENENTS OF I.C.B.O. RESEARCH REPORT 02949. �- EAI A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00 0. C. � MIDST BE PROPERLY ATTACHED TO THE 807TOW CHORD. o v o u 2X 1.5X4 4 1.5X4 4 4 5X N + in 8' 4X1 X6 18'9'8 3x4 nvcQ 2 C(IPPf QT_ R-10410 W-3'8 R=1027# W-108 PLT. TYP_- ALPINE 0 0 0 o a o C= Q fl . o 0 0 G 0 O O C= 0 C C O CM o ALP IN [� C='C ' TRUSS o l� r� 0 0 0 0 0 S T TPI IiK IMPORTANT 4N'pDa E1r,mmo °"I01 lsL rm' ».0 PEsooEaaF FW &IU DE1ILn H F"g, TRIS 004tH 6e RESE sKcvTGI101D. 4l Aw/ rARMIGE Tp MLD Da I'M69 f1M cvw4PO1AJAX 11rTH _1 04 TVI. ALpD& CWECT9RS AAE wta or 2011& OAIr. STEEL. l6TSM ARM AAAS OR D LACEP7 AS "MO. war CeMM1OGs fO EUP FOE Er TMM AIA OUL% OTHERWISE LOCATED OR THIS DESIQL POS1TIbl COIUMECTOr6 VER IALAi1T1bS 130. 170 C fhb& -F, DESI91 SLU40AMK [ONP01M M/LO►LLGOLE PFV,(IsIOB OF MUS C IPE. m EMEMOVS SEAL ON PUS DW07i1D APPLIES 10 TIE C71MI1EM OEPICIEO HEN M11ONLY. rw 1��NDS u WARNING:ssu ME Elloo `ARE w IdrnL1D6 EDECMIOr AAS OMM. SEE will -9l IK IAT. SEE THIS DESIG6 rDs s1M017t*"x SPECIAL PEU{FEDT U.M.G PC OYIPFA1wM. uaESS Onell"ISE UUtCAX% TOr DOM SMALL fie LATERALLI OOZED 111171 PIIOPEG LY ArTAL1ED 7(TIM00 SWATRU6 DOIMD% CHARD 11fTH MEWVL' A1TACM 9EGi0 CMV4 — SEE ALM1E TECMITCAL WDATE IT/fNU FOG R[PED DWWALL APFLIUTIOR. FXMaSH A CXIPf Or. HIS SIGM To, THE DFOG• CA/0/1/0/-/-/F Rev w .On TC LL 40.0 PSF Qac Y C OL 10.0 PSF A 5.0 PSf DL B LL _ 0.0 PSF Na C043"S ERA 640.93 � T.LD. Jam+• O PSF 1t (� pR.FAC. 1.00 vCoCI �! SPAC NG 2A.0' SUAL = U J/7U REF R427--33779 DATE 05/12/93 DR�t CAUSR427 93S �O7 CA—ENG H TPI - TOM PLATE I/ISTTL i13TE. 1994 W110NeL DE91s11E5PEL1 tdiI@1THE GOOD CONSTGIlC11011� Job: (GUNK=-0IMIKEC6ERfiM /.T27 TOP CHORD 4x2 FL 01 BOT CHORO.4x2 FL #1 ISM 4x2 FL Standard CONNECTOR PLATES OF -SIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. M am IKIS DWG, PREPARED FROM CONPVTER INPUT {LOADS S 0IMENS101451 EuItAUTIED 91' THU-95 WR. REFER TO. DRAWING A150 FOR TYPICAL PLATE LOCATIONS.. n c + 2X6 #3 HEM -FIR OR BETTER CONTIP4 OUS SIRONGBACK. ATTACH TO EACH. TRUSS WITH 3-10d NAILS. STRONGBACX MATERIAL TO � BE SUPPLIED BY ERECTION CONTRACTOR. ro TOP CHORD TO BE'BRACEO BY PROPERLY ATTACHED PURLINS @24.00" OC " CONNECTOR PLATES MUST BE DESIGNED,& INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. m A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. cn M V 12■8" ----1 N 8• _l--o-� 5'4"8 ---� _... 4 T a .r@ L1rGT1 c .7llrr "■.A R-785# W-1'12 R-7831 W-1"8 PLT. T . - ALPINE DESIGN CRIT TP1 CA/0/1/0/—/—/F Hev i un Sl ALt a V . O O O C= C7 O Q G G7 O Q O 13 G G O la C= C O p O E= a�P I N O O O o TRUSS O O O C= O O O O ** IMPORTANT *WLPINE "0"' P"DtA m vs. SHALL NOT BE AESPOMME FL" AYe MEMEW ►POM IMS OESIGH OH 11esE SFB:IFICATIO9S. cA Ane ■AJLl6E TO 61JILD THL MSS IR CaFONWAX METH OSTOS 0✓ TPI. Atfrl! C&UMCTCAS APC ILC! O/ � OAWV. STEEL Hurts IST% AeAs G" a EICEPI AS NOTED. APPLY CMJCCMM EO Ells FACE OF TADS AAD 1A1LESS OINERS150 LOC►T!O OI/ r"n OtSIV.S. P0931ION cwfIrEC100S PEP f.■lA1ENDS lao, l5o I IGOA�. OLSAGAI SMArOAl104 cmir A/APPL[CASLE PPOY151" m 1m A TPI ASM EHCIlVM*S, SGL orl THIS NWING APPLIES TO IME Elsvnitllr OEPICIED HEFE 1" 11A.Y. AIL 5WLL NOT BE WLECO WW1 VI A11r OMM M VAT. WARN ING"E' "E°11" ESTPEHE CAP£ JN �NA►ClIRO. EOEC1104 AAD SPAMUG. SEE HM -91 of IPI. SU THIS O°316H 'CA ADDETI019L SPECIAL aEPNR"EW @HICNIG PC ON1"Eauls. wum 0Tw", 1[DIGICO, tGo C14M SMALL BE LATEPALLI MkUXD @ETN POKEA LY ATTACWA PLIWO 9EATHIID. @011011 CPC+O @IrN PPCPEtl1 AITA640 OILED CCA EEC »SEE ALPINE PECNQCAL UPDAtE 17/1/911 PCN PPOFEA O"e1Kt APPLECATIOH. FtNN11SN l cafe DP THIS 10!5760 10 TW MUSS OXCTtCH CDarPACT4P. C ?,of ��� '•T.of�43 yam, �3 w bix b.30-93 w "O. CO3$45IBiI �% CjY �r nr TC LL 40. 0 PSF TC OL 10.0 PSF C DL n5.0 PSf C LL V , 0 PSF TOT . LD . 55. 0 PSF AEF R427--33769 DATE 05/12/93 QRi'1 CAu5R427 93�329i7 CA -ENG I I II II n OUR.FAC. 1.00 PAC NG 24.0 •—EPI - TPM PLAIL E119TITNME ECS - 1991 11ATIOr1At OES7511 SPECEFICITECTI TOIL NOM GCTISTPIXII&l mi w w co A tV A 3 M-1 2 f*1 N 33 M M .Low. T28 TOP CHORD 4c FL #I BOT CHORD 4x2 FL #I WEBS 4x2 FL Standard CONNECTOR PLATES DESI6NED FOR GREEN LUMBER PER NOS -91 TABLE i NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. FU THIS M., PREPAP.EO FROM LUNFURX anrUl MUMR5 ti WLHCIV.7eV"f �UEIOEH Iul OF IHU,3 _11FH. REFER TO DRAWING AM FOR TYPICAL_PLATE LOCATIONS. a c +. 2X6 03 HEMI -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH �► TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. N TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC CONNECTOR PLATES MUST BE DESIGNED 6 INSTALLED IN ACCORDANCE PITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT /2949. .. w A RIGID CEILIAI6 OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N N V �S 60 �--2.6' ---� _ 5'4"8 i'6" 5.4'19 _ . rv• am R=674; Wai'S O fl 0 O O O 0 0 0 C t IC= O O 0 0 o r= �ALPIN c� E_ o TRUSS o O G r=) O O G V=CF7 G JVrr UFT I .d x*IMPORTANT*WcnTHeElIEneEKV ormcT9. BC. SMALL NOT BE FESPOYITBLE FOR AST MYIAIM FP(M TOn tES39B CR THESE SFECIF1CAT[ M OR AAIT CAtltyi TO BUILD TOE TRIM IM =JECANAttE @TTN 05798 OF 10t. ALPME CWMCTDOS APE MAW or 200A QALY. STEEL NEeI No ASM A446 OR 9 E74EPT AS NO3E0. AA+PLV comect0R5 f0 EACH FACE Cr n4tM AID LUX" OTHMISE LOWED 013 THIS OEStEAI POU1209 CfAPECTORS PRIM aftall IS m 130 C to" -F. mmll STMDHA+6S DMUVM tVAPFLMAOLE PAOVtSNI1D OF I07 t 743. AN E1131MEEWS SEAL QI TRtsGUMS APPUES TO THE COMMInT GEP3CTE0 HM RI OKE, AID SMALL tDT BE FELLED ~ EN AOt OFNER MA'F. WARNING,fm,A FEOOtREE'"'rave 30 Wr0.2me. CECr30O AF4 0 BRUtt+G. SEE PO9'91 91 1Pt. SEE TNts OE91OR FOO AEWTrOFOL SPECIAL PEPNAMM BRAQ3C PIE OOIPENENTS. LVILM OTACJMISE 1301CATEO. TOP C4090 SMALL BE LArFAALLI BRACCO MITN OPOPEO LT ATTACHED PITROW S EATOEM 601FON CKM PITO PROPEP" ATIA04GO A2SE0 CEIltp6 -- SEE ATPtFE TEC"CAL LMATE 17/1/'911 FCA PPWER OR M LL APPUCATE04. f1MFt5M A COP► OF T30s OCSt6N TO THE TP9ss EIIESTION CWTR1CTOFL A=674# W -I'S vo -T ED. 6;30.93 TC LL 40.0 PSF TC OL 10.0 PSF C OL 5.0 PSF C LL 0.0 PSF T. LD. 55.0 PSF UR.FAc. i .ao 1111111111pillpil� 3 w w 1�+ A N J IJ 10b: (am--Moa(ELDERGER) / T29 TOP CHORD 4x2 FL 01 BUT CHORD 4X2 FL It • WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N io THIS ONG. PREPAREO FROM COMPUTER INPUT lLflllEri ti uLmtmrwva7 avom&i 1037 a rnuaa nr n. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. a C= TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC.0 v CONNECTOR PLATES MUST BE DESIGNED 6 INSTALLED IN ACCORDANCE a WITH AEGUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEO6 UPSIOE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR.ty N EA lu l w / W iallo -5'4'6 -�� 2' --+ 2' 10"s --'� 1.5X4 6 1.5X4 2.5X4 T a 3X 3XI if .MZ4e . o., A _ ov�R� 2 suPPDRTs Ra564# W-1.8 R-564# W=i'S T. TYP - ALPINE DESIGN CRIT TPI CA/0/1/0/-/-/F Rev 17.0 0 C= 0 0 0 **I14P0RTANTx =u4't mm tw. WARNINGm["'�Ilarsro ,:Zrx c tREa aim TC LL 40.0 PSF O o C [= p%[m rm DEVEATM FUN TMS DESIM OR RESE sFEL7ricArmS, a1 &w BIUCUIO. SEE MM -91 sY WT. SEE TOED WSM aQRO` .`Q�' T,y�r�_ f'JI'C TC DL 10.0 PSF C o L� C ►AKTPC TO Outim INE Tpuss tN taaQoPiYr� -[IN ustaa m Too. rap AODEEEaAAL sPW&L PCpANERT wamq¢ I6 `� Ja /� C DL 5.0 P•� p Q C G ALPDX CMRCFOU APC "WE of 20M 6ALV. STEEL NLETENO LST" auTOAVIVA . UAM OTIPT4ISE MICATM TIO+ G (� C= p "46 M a EXCEPT AS NOECD. NMI CCIOCCI49M 10 EACIE F10E OF C1o00 SHALL SE IATEPAIIf DDAAEO 1rT" PMPEA C LL 0.0 PSF C== LPI o '� AM W&M DINEsitlSE L=AIW Ill T"14 GEs701, POSITZOH LT ATTAaED PUPICm SWAIAM- BOTTCN OROM P-GPEPLY ATIACKD RILED CEILLM — WE MD: 004,3845 55.0 PSF C C= C*"=D" PCA OCUMTIl6 M M i ,CDA -s. CES169 SIVAUROS ■l1" &71p16,3p,93 w oT • LD • OO [= TRUSS COWIOM 9/AFFL7Cl$LE PAMTSEaa ar 146 C TPT A" V=VllR'S SEAL 09 iNls oUVINs A7A-M M DQE CCWWEN, DEPICTED WJM ALPINE TEQwICAL tPDAtE 17/l/917 fOE PpOPER 0Rf71LLL APPLICATECN. FuallsN A COPT OF Mm OUR.FAC. ,C 1 • 00 C [N CMY, ANO SM&U- IXIt BC PELM %Marl U1 Llif O1T¢R VAY. 00516N TO INC tPusS EPECT[aN COAT -ACTOR. [� c::)� C= C=:) C=4—TDP �✓- SPAC NG 24.00 - Tfilss PLATE IW,[WIE, rug - 1991 IIAT[WILL OE51611 XPECI F[CATION FOR NOOO tC#,StgXT EON SI:ALk _a U. EF 8427--33798 ATE 05/12/93 qW CAUSR427 93132523 D w w m. A IV t-1 m Z G) Ln C� �D 3 0 111111101911111 1 03 .1' �� TOP CHORD 4x2 FL ?1 BOT CHORD 4x2 FL #1 WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7,3.3. A RIGID CEILING OR COKINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. t; �1 THIS Dn. FR1EPAREO FROM CCMPUTEA INPUT (L_OAOS 9, DIBIENSIDNST SUBMITTEO BY TRUSS WA. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. a c TOP CHORD TO BE BRACED BY PROPEfLY ATTACHED PURLINS'@24.00' OC.N CONNECTOR PLATES MUST BE OESIGNid i INSTALLED IN ACCORDANCE N WITH REGUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. ro NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. w w Ui IU • !s VVQ" C .7VrrVr71 Q R-4540 Alai"S R=4541 W-1"6 �S�,Q �0-� � - PLT. TYP.- ALP CA/0/1/0/-/-/F- Hey ion 5LA t v Lr•L7vU U 0 H= 0 0 0 o M*IMPORTANTM SwiL NOT EE �p�� RP; ; r�B1 AtAFiNIN RV +" '�"E�EREc ta+ QRa` 7C LL 40.0 PSF REF H427--33795 O O o O C QEVSA71on T00N THIS D-.SccM o0 TIES: sKCIrHw10US. OR diff SRACIRS. SEE MM -91 91 IPI. SEI TRIS amw `Q�IPfyC� TC DL 10.0 PSF r�"" DATE 05/12/93 DRH CAUSR427 93132 24 Q G C= O sAILUW TO MOILa %K IRL70 in Ca/j qP KITH OSTES M TDI. rOR AMISGRAL SPECTIL PEVAJIM SAUCM2 RE y ,e „ C DL 5.0 PSF a G O O MOM CC91ECTORS APE RACE Or 7001 "V. STEEL RCFTVIS ASM FDUIERVAr, uAESS DIKIAOSE IApTCATE4 T® .y O O 1= O 4446 94 D ,CEPI AS NOTED. UKI CMAPECIORS to ELCR FACE or C1OM SMLL OE LAIEPALf IRACEO MIM PROM CT C `L 0.0 PSF CA -ENS MDL—, C= ALPIN O c 1= O =M ARD IAALESS qIM MISM IALTfo CA TRIS DMS1Q1. MVrHCN camFcrDa+ PER IwnINFs 190. nos IMa:-r. HIE+xR sTs.oAAos COWFORIF FIAPPUCIAE PPVdST04 6 ws C TPC. AIS EMMIJ�YS Lr &TFACIED P1.431200SIEAINDIG aorta c ■ITR PHYiEALT AnACHED RIM ID cE1Lnu •- sff ALPINE TECIMRCAL IPDAIE nn1911 FOR KIDDER Na C043MO46 _ Eup 6.3G9J QT . L0. 55.0 PSF Illmll��{� ` o TRUSS SEAL 44 TRIS (RAIDS APPLIES M DE CCW'OOEHq OEM= HW ORFMALL APPLICATIW. FURA COPE OF In iIM UR , FAC , i.00 SII O O O O VO IN OALf. Ara SR4{1110T BE MMIC•O "A w ARf OTTER "I- CESIDR ►a TIE TRUSS E3ECTIC" c01RRIC3r. 'r SPAC NG A --TP[ . TRUSS PLATE_ INSTIrum- rOS - H9RL INIfiwG DISIDIH ]PEC[fIZATION FOR If000 COHRTROCTICIJ D w w CS) A (V (31 D3 r 0 H F Z (7 U) 0 r N m Job: iDUNK--43UWELBERGEAj I T31 TOP CHORD 4x2. FL #1 BOT CHORD 4x2 FL #1 WEBS 4x2 FL Standard CONNECTOR. PLATES DESIGNED FOR GWEN LUMBER PER NOS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00° O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ------2' 6- I -'1 ----2 10.8 --.�•"-}' 2-1008 —� in THIS DWG, PREPARED FAM C(AMEA INPUT (LOADS S DIt"SIONS) SUBNITII_L1 IIT IRiNa'i nrn. C'f r REFER TO DRAWING A15O FOR TYPICAL PLATE LOCATIONS. c TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS' 824.00' OC.w CONNECTOR PLATES MUST BE DESIGNED & INSTALLED. IN ACCORDANCE ti WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. v NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEDo UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED By TRUSS FABRICATOR. W W N' in N to V R=344# W-1'8 OVER 2 SUPPOH'I i A=3440 W=1.8 A 0 0-- F Rev 17 On ALt P u a %J PLT. TYP - ALPINE DES G R T TP *IMPORTANT**—wA`ENOU, aT' WARNINGS "�x�c"m Q20 �� TC LL 40.0 PSF REF 8427--33800 0 oATRUSS 0 0 0 o v � PES �EIrIAIIDN FADII 1H29 DESI8IT as 1►Ea sPECV1UTIo76, OR An ex+AC II19. sa H2 91 D1SEE 1HIs DESISM" ,�Q`'9 1 Y �Ey C OL 10.0 PSF DATE 05/12/93 C= PAAAPE To o02LD OIE win us conFCCMaXi 1TTN OSTS& DT 1P7. for A�ITW40- ®:GAL110H 8oAC[NO Pi �� a DL 5.0 PSF DRW CA15R�27 93132525 O ALPIA! TpHCCTOR9 APE MASE OP 20" GAO. SIEEL NER117S &Sar 1889 DR 8 ElS[P7 As NOTED. IPPtY cONRCto[1s TO CACH PACE of 9110015M. Muss OTIIOpfCATEOL TCP CMADI SU" It LA110ALICEO KITH PROPER a B LL n 0 . O PSF CA -ENS Md C= C= C� C=3 IRAS Azo LMEW OTTERNTCE LOCATED 011 1641! 915141E POg1110O CoullECTI/RS PEP MUMS M Lw i 780 I. DESIGN STMANFos AN E?r.Dd LA'S 11 an&CM fLIKOOo SN16 Done" eeoao 71[114 PPCPMV A2IaCMEDD CTAPIG -- SEE ALPI[E TEOM[IGL VP0AVOA fOP P'ROP'ER � Exp, 6--30.93 No C043�16 _I�dI1QUi 7. D. 55.0 PsF lull �I IUI l� OOOFOPM M/iPpLlrr& E ppyll%30M CF lQs 0 lPi 1[ A COP/ OT THIS R.FAC. 1 •00 a� oa oSEAL ON THIS DRANIM LPPLICS TO R4E CO" ORIAl DEPICTED IVE NOT DE PMMD [ROH TN IN7 OTHER rAY. OfNOALL RP7ti1CAT1o9. DES19! TO TK IPJSS uN cacril GIOR. CC 24.0 ' O d C= C= C� IN W&V. AM SHAtt .�,er to[.a. c7tiTt [R1sTlf"rE_ rns 1993 tKT[OLLL DESIGN �ECIFICATIan PoP rrsg%CT[dl fiF SPACING ,tat: (0UNK--0lBACELBERGER} / 732 ITOP CHORD 4x2 FL #1 SOT CHARD 4x2 FL #1 0 WEBS 4x2 FL. Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. VA a = fD ID 4Q 5X4 X4 OVER 2 SUPPORTS 3X Rs234# W=1"8 R-234# W-1'8 + +t } THIS 0116. PREPAREG FROl1 C ARRER INPU'. (LOADS 9 OWENSIUN51 WOUTTEO BY THU55 HFR. n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIiNS. s TOP CHORD TO BE BRACEO BY PROPERLY ATTACHED PURLINS 824.00" OC.w CONNECTOR PLATES MUST BE DESIGNED 9 INSTALLED IN ACCORDANCE WITH REGUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. lu NOTE: TEAS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USES UPSIDE DOWN. TOP OF TRUSS MUST BE WKEO BY TRUSS FABRICATOR. w M IU in fu PLT. TYP - ALPINE T TPI C 0 0-- Rev ai,un a 51JUu 0 0' c r� o o 0 0kS **INtPOATANT�t�t^'P17g °G°'�"ED n' s9uA IAn eE AESPaaI6Le Fvo AItY OULATIM F9CH'N S OESIG�I GR DISE SPEc2fTCAEl011S. oD nitf WARN ING"°�'6U1'e uTrENE uaE 2rt ISAta 2000. ETuen los ArD 8PAC1K. SEE M"L BF Wt. SEE THSS DESMq Q 0.pf4 TC LL 40.0 PSF ��9 Y Eye TC DL 10.0 PSF REF 6427--33802 DATE 05/12/93 DRK CAVSRQI 93132$26 CA -ENG NIDAV O C= o D O a aCOA+ECTpaS QSEAL a a O G t� O maim TO BUILD INC TEgBS lH OOtFCMU10E WISH DSTEB ST TPF. ALPD! Do Erlosts ARE wOE OP 2OrA NAY. STEEL :eETIKO ASIN "46 O4 11EYCEPT AS UDTED. AFPLT CET.{CTDDS 10 EACH PACE CF run AID U&M OIREWSISE LOCATED 011 TW26 f1ES14R P 511104 PEA Qt1AY71A;5 I]O. 730 6 16?A-►. ti�S14O SIA710AP175 TUAMICME PROVISECp9 OF SDS 6 TPf. !A EM14KER'S ON TNSS WA9IO2 APPLIES to tK CO'FW:ENI DEFECTED *WE FS O1T. Aro S9AIA 101 BE RUED LFON 21r AHY ODEA 11AT. FOR KD11fOML • 6Gl PIRISUN aT DNCI'O ISE OUS.EMOs. 194 anEAWt2H "01CA160. TOP Crow S1ULL M LAT61ALL1 DAM= SIM pawl% LF ATTACKED PLYAAM gAlAT6Iw DOTrmt elt'1i;i WtEA DPDOEPLY ATTACf¢D R20 TD CFSL itb —SEC ALP11E 1ECKCM IFDAIE rl/7/'911 Foo MWE" MIALL AFPLMATIWT. PJV"SH A COPE Of THIS [Y+SISH 10 THE TRUSS EPF.JCtI07 C9fSIRACTOR. � r C OL 5.0 PSF L• LL Q . O PSF No.CO43845 EXp b, 0T . LD. 55.0CAlill= ff UR. FAC. 1.00 Sr Clyl !, •C ` SPAC NG 24. 6 •-791 . IAu32 PLATE USMUIE S103 - 1991 OA11011AL OESLG77 SgEC1FICATICH FOR ADDD CORTPUCIlOn F - w w m A tV lD 3 3) f' 1� Z rl rl Z 0 U) 3) (7 0 C. I— %D N m .Wtx =W-0100(ELREAGER) / T34 TOP CHORD 4x2 FL 01 OOT CHORD 4x2 FL #1 WEBS 4x2 FL Stannard 4, CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00` O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �eE177tu esT trluss INFR, MIS ONG. PAVAREO Mad. COMPUTER INPUT (LCAOS G DINEPISIONSi r) PEFER TO DRAWING Ai56 FOR TYPICAL PLATE LOCATIONS. n c TOP CHORD ~TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00' OC.(A CONNECTOR PLATES MUST BE DESIGNED G INSTALLED IN ACCORDANCE w WITH REOUIREMENTS OF I.C.B4O. RESEARCH REPORT 02949. v NOTE: THIS TRUSS MIST BE INSTALLED AS SHOWN. IT CANNOT BE USEDm UPSIDE DOWN, TOP OF TRUSS MUST BE NARKED BY TRUSS FABRICATOR. cd IU IA W V �+-- 2.6' --� }--- 2-10-8 --�-- i 9' --�-- 2'100 j5z—XX44" 2X4. - X4 4-12-.5a3X ° eI Lo 01 ---�-e. . 1. 7'6' il OVER 2 SUPPORTS R-4130 W�3°8 R=412# W=3"8 rE. i I T Pf— w r 1IYc I I t r A f ull *WIMPORTANT**"L°"� EHOaEETIEIt PuwLcm Ile. WARNING"°v stau[RE LSSAWE WEsISLL C= o e o d o NOT BE RESPONSIBLE i0R ANY 1N twoLIIM. EA-ClIdN uo O O C= O 7EYLUM FF0[ THIS SES16'I OM [NESE SF67l ICAT70!M OIL AIIT Blucla5. SLE NCB -94 Of IAT. SEE THIS 0ESQ7[ O O G? O FATLtm To Sum WE [RISS Iu W ormoce MIm *step aT tPl. FOR AAO[TtouAL Somm- SE11"MaT Btwvr1 Pt O O C1 O 4LKI1m cwmcrTIRS AFe NIDE Or 10m OALY. sTEEL NEE/IRO ►ST1L CuIRCSEws. umCS3 Ur E/MtSE Ca mAveO. 20P O O C=� O l/48 ell 6 E/IXPT AS WJ(Q. APPL'f CTOAECWs 10 EACH FACE Of CHM SIUtt BE LLTERALLf SMCED Milli P*DPER N o 1IRM A'W UAESS OT{ERWSLOCATED ON LOCAT0f CHU CE516M• postf70M Lf ATt4CTED PL7MDOO g6ATNtMr SOlrm[ CHM flALPI capeCTDas Pt. ottA.tNA 130. uo t Ma -r. USIGO STAIMAraS 41W *OCK LT ATU00D 4711tO CEILUG — SEE CMWOf14:/lAA1CAUE PROYI3CONS Q< tOS i IAC- DI EWliXER'S ALAIrIE CEGttICAL MME U/t/SII FOR PROPET' C== TRUSS O SEAL Of IRIS ORAVIL19 APPLIES TO IME COanoDENS dEPICTLO tOX CrIfllAtt APfLIMTIDM. FU!M t5N A COPE OF TNt CIN O 'O O O O O CPLY. AM SMALL MM 9C PELUO UMA [N Allf GIMER MLr- MSICM TO 1St IR•,ISS MCTIDN COtffpACiOR_ --IPI - 1AUSS PLAtE IrtStETOIE WS • 1931 DAt TOICAL OESCQr 9'ECIFIC4TCO14 EOR MOOD MRSMRDCTIOO I" w r V — r nev A f ull QRac. TC LL 40.0 PSF TC OL 10.0 PSF ' OL 5.0 PsF No. 0443846 C LL 0.0 PSF Exp. (-34.93 OT . LO. 55.0 PSF UR.FAC. 1.00 r vi 001, ! SPACING 24. 0 scALt - U : ODUU °F 8427--33803 3 •Df w W 0 A tV tQ H Z rl rriZ G) U1 D f� 0 kTE 05/12/93 IN CALISR427 93532927 0 A -ENG MO61. m 0 .lDe: uourac--tn TO TOP CHORD 4x2 FL #1 SOT CHORD 4x2 FL #1 ` WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 9 T) P THIS ONG. PMPAREO FROM CUMPUTeR TMK" (LUAUS S E1TNtMLUM) SUSMEFICU CST IMIJJm Arn. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. c + 2X6 03 MEN -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH � TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO a BE SUPPLIED BY ERECTION CONTRACTOR. ti TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.000 OC -'4 CONNECTOR PLATES MUST BE DESIGNED G INSTALLED IN ACCORDANCE W WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. W A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2X .5X 1.5X4 4 4 • SX iv ., + B. 62.5Z4 15 3"W =j nul:Q 2 S19PPnATS 8-903# W-308 R-889# Wa1■8 T. TYP.- ALPI CA/0/1/0/-/-/F Rev 11.un ,L:A .3 /Vu C C� o O o Q cm /_ [= L= 0 0 0 o 0 0 0 0 E.7 Q o E= o ALPIN G C n TRUSS [� c O o o C C= C >EjMPORTANT**ALYDE E11clw-m P.aooeTSL v -c- SIIAIL fqT DE Repustau! fist A1Ef OEOWEof "on TOMS DESIGN oD I1ESF &MWECATSM. OR An OojLUM to wtas TA( taus TM CasoW.AjU arN MTBE DF TPI. •L•De rlDuaecrfl+s Ate H0.DE of aDrrt My. SjjEL WrItro ASTM AAAA Cp a EYCt7T AS mTED. APPLY CD1•tC1 " f9 EACH FACE OF "%M "a "C" *nC:RItsE LmATED q1 fMS SESCM KSETTCII COIECf(as R4 D"91"m m ISD C LIDA-F. 9ESIGN SIAIAAMM 0o1YDii1 ■/A►iLICIRE EaOYtuva of inS E TF1. A4 01GO�EA•3 SEAL w THIS DUIIDD APPL(ET To IM CoqWD1T CEPICTED HERE 1N Aar. AID SMALL HDT EE frLIED UPWI (M Aat OntP 9AY. ,,,, _ .n.e. a Arg T�.e.. n�Te Cas I9A1 MATWAL DESIGN WARNINGn°'S»c"�E°vl'° �(nElsz cum . MtrOLTb6 EfFCt ICN ARID OW1117. SEE SOW91 DT Tat. SEE 1DIs DESERT FDA AmntarfAL S%CUL PEP-MamF PAC MS It 4VIM WtS. t ESS 6141C99tSE 1103CATEIX TDP Cmm SHALL DE LAIEAAMV ORLGED XITM fA "ok Lt AIIApED FLIK 9TEAT"IM. WTTDM clwo /ITN PADPEPLF ATTAOEo RIGID C�X.F ALFt1E TUR43CAL MATE ET/I/9 Dw9AAL APPUUStOIf. MMM" A OISIOI tD Iltt Tars ERECTIo9 C SPECIFICAl191t FDP WOOD CCIIIT- Sf TC LL 40.0 PSF �`� 11 V Ey C DL 10.0 PSF `�M� DL 5.0 PSF LL 0.0 PSF o. C04344s Exp- 6' '93 T. LD . 55.0 PSF to 7.i R.FAC. 1.00 1'1Y ACiN 24.03 — AEF R427--33783 t 2/93 DATE 05/12/93 ORW CAUSA427 93132611 CA -ENG MDQ Il�il �1�91 II II 9� <il Joh: RGEM / T20 .� TOP CHORD 4x2 FL #1 SOT CHORD 4x2 FL #1 NESS 4x2 FL Standard D_ CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE NARKED BY TRUSS FABRICATOR. 9 zo ti R"1013f W-308 THIS OMC. PREPARED FACH COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TMSS MFA. A REFER TO DRAWING A150 FOR TYPICAL PLATE.LOCATIONS. > + 2X6 03 HEN-FIR'OR BETTER CONTINUOUS STRONSBACK. ATTACH N TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 624.004 OC.1 CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE W WITH REQUIREMENTS OF I.C.S.O. RESEARCH REPORT 12949. •- w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. u1 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 [a �-2 7 4- 90100 ` 7.60 -} P, roap 6bq - AP --,p o o K*IMPORTQNTlf1F"t'^'t E1°tw"m "i0Omm m- WARNINGIN HUD'EM EY `""0 ua c' o c c GATRUSS stLLl 1101 tE FIESMSIOLE FOU AF7 DEl1ATICU POW TKM OESIBD Ot THESE SMI"CAf[WIS. CRAV( T(UIREM IN HAWLIIAI. EDIXT((E1 DUClla. SII! Kf"t Of TPC. SEE Tt($ "Gt C� WAIWIK TO 801LD 99 MIM 771 COA8004AN,� 10W OS189 GV "I- FOP AC03TIOAL MCIAL PRolt11E11T PACIAf. PC [_ ALrIW CotA'CTola AGE MAot OF ttGA "LV. STM MCI IID ASTM OL11AlKATS. IALESS olmoutSE I14oxhim lop DRW CA M427 93132soa A448 1N L UCEP1 AS NOFW. A1.V comicTOPSl t0 ELCII FACE of 010PD SHALL K LLiEP"m WACE0 111TH "wo 0.0 TOMS Ata VwXSs OIMEiillli LOCA1to o11 tHIS DESIG•L POSTI ISM Lf ATIA0*0 PLIHOOD SWATHIM WITCH 070 i't0. c0:mQ COMAUTWS PC* OP"DCA A0. ISO 9 100AF. OASIG'1 SIA7DAU" WITH PROPC LY LITACSEO MIC CAILIDO — SQCWop VAY:I(OBU PGOVISI TISOF Ws 6 TPI. AN EIDVtER'S A(F(1E TECM11m wouc (7/1/917 fOR MCPERoSEAL PSF oM 7N7S QRLWIMO APfLICS TO U[ Ce"1611 DE4ICIE0 RIPE oaftALL AFFLICLnaf. #vmtsM L coli OF not i .00 tN Lir OER rA'. 111 Vif. AMO SWILL Ia1 0E GELLED UPOn TH VES16N to IK 10M E71ELSIOM CCf1TFAC100. O C C=31 C G C� .--i/( TPUSIL PLATE INSTITWE IDS - 1991 IIAf IOSAL LESION SoEC1F1CAT701 FOR 10700 O?IStWCT7oN R-9990 Nl-i"B Rev 17.On SCALE - 0.3750 i TC LL 40.0 PSF AEF 8427--33780 DATE 05/12/93 V C OL 10.0 PSF DL 5.0 PSF DRW CA M427 93132soa 8 LL 0.0 PSF CA -ENG MDQ i't0. c0:mQ EA -WW T. LO. 55.0 PSF * Cb ! R.Fac. i .00 1 Iyfl ZZ-,V...uo'(' SPACING 24-.0r e•l ti ,,am m r•1 , lob. (DUNG--DuwELSERGER) / T2! TOP CHORD 4x2 FL ft BOT CHORD 4x2 FL fI WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. to 2'6' THIS DNS. PREPARED FROM COMPMER INPUT (LOADS i DINENSIONSI_ ULON1l ieu 134 imu AS ATr I1. n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. a c + 2X5 03 HEM -FIR OR BETTER CONTINUOUS STAONGSACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK 14ATEAIAL TO a BE SUPPLIED BY ERECTION CONTRACTOR. t' TCP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 824.00' OC CONNECTOR PLATES MUST BE DESIGNED S INSTALLED IN ACCORDANCE � WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. .- m A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. ru MUST BE PROPERLY ATTACHED TO THE 807TON CHORD. 0 v 1. X4 4 1.5X4 X 4 4 to 4X 1 X 18'9'8 3X4 nvim 2 limp nim R-1027,0 W-108 R-10410 W-308 PLT. TYP_- A P NE DESIGN falT TP CA/011/0/-/-/F Rev w .vn SCALt . v J/nu 0 0 0 0 O 0A.l o 0 0 WIMPORTANT*tea: EIr,1lmm 1170mws. 'Lv- =0ll AAC 0 OESPO1631" FCA Aw IE7IAT111M FFAs 11119 sESWA CSI NESE SFCCIFtCATUXIS. w AKA ►AILAM m WILD UK TCLss 1N COMFOP11Aum ■rTN 011790 tit TDF. AL,,jWC[71ECTORSAPEIYCC�20EA11ALf.STEELlSTt1Y AST" "aORBUOCtPT AS jjMo. APgY CLY/EC102s ►O EAW FkSE N uo waus OTMEArom uxA7 O ov THIS t1ES101 PMITt6TI t011ECTOi6 vpl tPAIWA.3 130. IJO C t6M•r. OES1A161AraAPOS M/1PrltCrllE Pfb/lstojS OF fns C IPC. LT EMtEER's 0FAL 2N THIS PW■1110 APPLIES 10 TIE CCNboEM 0EP=lE0 1EPE w oLa♦, LSO SMALL x9► 1E PEL11D LPM 911 4111 01MR SAT. ._•ee ♦.ncco Aro Trnlrmm_ los . 2291 PASIOOAL M9L0• WARNING"'p1�"�01"'� °"`�"' """ ul 111/CUOq E2ECrlor u+r, EPM'FM. ME lrts•9t rat lfl. sa THIS M$lr'q rob Awiltpl4 S?EC9AL sEowsm wrnw PF MXmmRs. to&[" RTW -"t C umtCAX06 ]OF C10/o 9YLL 6E LATEAUXI VAUM YIAI PROPE2 Lt ArTAC1E0 FCT11000 SMEATNIAL IMA317% C11O110 rr1N sooPfa.r nutiEO 9t1a0 cEnPaG — 5EEExp FOA P1ICOEE ALMtE TECMIKAL OFOLTE rl/1/911.1010=13 OWRALL AFPLICAT70c F%MfflH A COPi ar MIs OCsum TO 11E IWs1 1JECTt01 cxi~-Iul. SPECIrlCAll N FOR 11000 COMSTROC71011 sl �� 'yA! L�4O 1 Y f4 �' K0. C043"S 6-34y9 r� CI _ _ - _ TC LL C OL DL B LL T.LD. UR.FAC. SPA NG 40.0 10.0 5..0 _ 0•0 55.0 1.00 PSF PSF PSF PSf PSFoouMm REF R427--33779 DATE 05/12/93 DR�t CAusRa27 931329 7 CA -ENG MOtwlss Job: 40UNK--0umceL /.T27 THIS DNS. PREPARED FRN COMPUTER INPUT O.OADS S OINENSIONS) SURMTTED BY TRUSS MFR. TOP ORD 4x2 FL 01 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. s CH SOT CHORD. 4x2 FL 01 WEBS 4x2 FL Standard + 2X6 #3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK, ATTACH Eo TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO m BE SUPPLIED BY ERECTION CONTRACTOR. ro CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 624.00' OC." NOTE THIS TRUSS MUST BE INSTALLED AS SHONN. IT CANNOT BE USED CONNECTOR PLATES MUST BE DESIGNED G INSTALLED IN ACCORDANCE UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. io A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. a MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. � 14 �2�8P 8' 0 5'4'8 -� A OMA W TG1-1 IN .71JrrVA r J R-785# W-1'12 A-7831 Wul'8 T. T - ALPINE DESIGN CRIT TP -- Hew 11.un bLALt - V. V Q OATRUSS. C C O O E= O **IMPORTANT **IL"`w IOB`"`P"0 P1ICwcm "n'- SHALL OOT tE OESPOW E FOR ABf mwtw 171x1 TMtS DESLGN OB TIESE 91ECIPISA1l03E OR Aaf VAILUPE TO SOLD TILE trams 10 KOINVOWCIE MRN OSTI6 0✓ TOt_ AL►ne CDOEGTC4S Roc Ince Of toga OALY. STEEL NEErtto A3TA Ada as 0 EXCEPT b #ACTED. APPLY CBrEEC10113 10 EUX PACE BF TpE!! AM WLEu OINMA134 LOC►TEO OII THIS OES30d. 1`0911111* CWBiCIOa3PEP t*AwlwS 134 ISO C IEOA-f. CESIGII SIAMUOCS W/APPLICABLE Pr10Y1s10AA OF IASS A TPI Art eH811EEP'S SEAL 01 THIS rf"tho WKICS TO IME ED &lr.IIT OEMIED OEFE 111 OA.Y. AM SHALL NOT BE PEWO "A 1111 Alif OIMER TAY. WARNING�sZQkR`6 EETPBNE CkW 1M PA10.3N4 EOE0304 MAD UPAC1W. SEE MID -91 Il` TPI. 3EE THIS 01 -UW TW AOOTTIOIAL LMU4. 9%VMMOT YWCI+IC PC GUISEW."ll. Wken BTIC"tse 1Wruaa. TCo C14M LULL BE LATE+ULLi 1O4EID MH POOCEII LY ATTAC C PLIMM SE0"111). BOTTOM ICPC40 BTM PVCKPl1 A"AMIED AMC CEILCIC -- SEEEXP, AL%IE PECMaCAL UPGAtt 17/11111 Pap PPOFEO pTT' AP DL LCATIOD. PV , M a Covf Of THIS Ol516O 10 TME IPNSS VIXC71101 COMPACTOR. �R pE ��� �fT� V �C NO-CO43045 or 6.30,93 �f \ TC LL 40.0 PSF TC OL 10.0 PSF C OL 115.0 PSF LL. V,p PSF TOT. LD. 55.'0 PSFcmfDsH REF R427--33789 DATE 05/12/93 DRY! CAUSR427 93]32917 Ca-ENc IOO OUR. FAC. 1'.00 � SPA N 24.0 A—IPI - TP41SS PLATE EIASTITOIE, 14" - 1291 IIATIOIAL CE91511 WICrf ICAT101.fOR HOOD ai71STPUCTIOI Jw. T28 TOP CHDRD' 4x2 FL #1 BOT CHORD 02 FL i1 MESS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. NOTE: THIS TRUSS ]BUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKEO BY TRUSS FABRICATOR. ar I U) 1 THIS M. PREPARED FROM COMPUTER INPUT ILOA05 s UUMNscUMP bAm"KTBCU UT IMJ= NPI c'► REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. a + 2X6 i3 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH �+ TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL T0, p BE SUPPLrED BY ERECTION CONTRACTOR. A. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. CONNECTOR PLATES MUST BE DESIGNED 6 INSTALLED IN ACCORDANCE w WITH REQUIREMENTS OF I.C.B.O. RESEARCH.REPORT 12949. .• A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. N MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N N �2-6- 5' 4' B —�� I A 6' -+ 5'4"19 3X5 1,5X4 1. 5X4 3XS-- ■ �� ■ • i/ 'I Im R-674# W -1'B R -67A# W-1'8 0 0 0 'o o a o [3 C 0 0 0 0 okc, a t= G O C� C= = **IMPORTANTxxr�'"'E1K°�r"I0 P—cm "c• s,vu NOT BE laspowiBLE raw A'.f lEr1Alm F" TaIS DEslas La Twu sFEcirl"Ttous. OP alr CAKUAE TO iY11A TOE 1P6W lN CCFFOPWNIE OTTH eels 1PD Tat. AIP]NE CODKCTOB'i APE MAI! ? 2CDA °AIV. STM. IE1117A 85M AN° OO a R=PT As 1nICO. APPLY CO1.ECIOAS to EACN racf OT rwASS A14 uluES OTHMISr LOCAIM Oil IN]f OISI61l POstuON CDOOVA0jV Pp1 CArjLC PA170. 130 C tgo143 L I ]. AM S31WEJF 'S A/A%LILABIE PTgT[51018 6 1>as t lfl. AN ErgIl4FJT'S SERI @I IBIS OPARD6 APPLIES TO M CONPONEnT DEPICTED NOSE !r[ Owt. AIO SMALL 1qT BE 1EUEO UOrI [N ABf Ol1EP O►7. WARNINGf11ASEal,Qu'lRE2r°ENv"p& lO NAIC�IMG. OAE0rt00 um swum. sEE ma -s1 of TPt. 3U TNIs OESIDO POO uolTrDwo_ SKCIAI PEBIUTEAT BRWAW, Ac OAtPENCNTs. Ullffi OACJMISE 1'MUAtEO. To. COOPD 5AIAll BH LArEPAW BPA E10 BETH COMO It ATTACHED PLTMOCO SNBATBItr- $@'TOM CHM WITSAtp( OPOPEPLY A Ll"DaO PI7/1 CEI911 Ir/6 -- SCC..—b;�43 AlP[1AEIELMNUIIPOa1Ep/1/°tlFCN PROPER oafauL APPIIUTtaI. PVwrtsH A cOPr Or Tla3 OrSIC1[ TO THE TPM EKCIION COPTNACIOR. QR pf �Pp �F�c r NO. CW846CC= � - �Y. TC LL TC OL C DL C LL QT.LD. UR.FACT. SPAC NG 40.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF ✓5.O PSF ^^o 1 • VO 240" REF 8427--33797 DATE 05/12/93 ORW CAUSA427 93132522 CA -ENG MOS 1111ji.[AO'aW1 r—IPI - IQu3S PLATE 11a11TUTE rOS • till rNItOr1AL OCslor1 SCECIFICAT101T FDA MOD [: 45MC110n Job: t UNK—MOKELSERtER) / 1`24 TOP CHORD 4x2 FL /1 I BOT CHORD 4x2 FL II WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUHBER PER NOS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. yr is THIS ONG. PREPARED FROM COMPUTER INPUT 1LUAu5 C ULKLIV5suP151 aunnA1lr-u 1sT Imlmy 11rn. n REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. a c TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 124.00' OC.w v CONNECTOR PLATES MUST BE DESIGNED C INSTALLED IN ACCORDANCE a WITH REQUIREMENTS OF I.C.S.O. RESEARCH REPORT 02949. a v NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USE16 UPSIDE DONN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. to . N Ut lu w �- 2.6 - -- ig 5'4"8 -}� 2' —+-2' 10"8 --� I . 5x4 6 1.5X4 -qxs 2. 4 3X 3X _Le 10'3" OVER 2 oUPPORTS R-564# W-1'8 R-564# W-1"8 PLT. TYP.- ALPINE DESIGN CRIT TPI CA/O/I/Df-/-/F Hev ll.vn bLALt - U.3WV 0 0 0 0 0 0 0 o 0 o o a o ALP IN l= C=3T RU SS � O = 0 0 c e o o C 0 0 o o o o o O **IMPORTANT*)t'1DOE"I"`_"° "'0C'IE`A "'� SHALL rror ee Ntara19191e rvN Orr o VI.%TL t FUM nns usim m +NESE smeirlcarms, on Aur r►pups TB Bulla INE TILM IN CQR0I1,4ANIX ErrH osteo 81 tor. aDIKE C804Cr0012 Am WM or Zea► CALV. SMEL NUTIMS .STN ►us Q9 s EICFYT Is Nolen. ►car C018ACI09S ro EACH FAU of T"'x mo t"EsB 921ER�r1SE Loam all INis 6E916'1. POSMISH CCN14;6TWtl DEA 09ANT1l6 170• M t 160A -r. CESISM St"X"M CONTN01 S/APPLICLOLZ PF*Mtaa' O 6069 TPC Art r11GPM'S SEAL m TNLs Ca►sING AMUES TO W C00,000111 MCD "ESE IN all+, ANa SMALL 110+ 1L PELRO -~ IN Alf/ O1F¢R YAf, �lARNINGIIGr"'a'°T"TM`�`"� B►Hal laa Eaeertort um eaeuc. sm NIY-9t BT 1PT. su Tuts aE92GN FOR A011111 NAL SPECIAL Pells"ENT eo►tws BE E1nUeMAS. V Ass OTKI"IISE t"DICATEM TOP Cwm SHALL e< LAXPAUt ae►CE° •rTN PROPM LT ATIAC1EC FVICW SN1AIAt1A. aOTTCN sola ■1IN WA %FLT MAIMED NIL(° CEILIIA — SEE ALPINE TECMICA WOOL' Ir/t/91) raft FAOPEA ORMLL ADFLICAT1aN. R0115N A COPT or TNIs cesl6N t0 INC IRA7 EAECT(O11 CatTDACTON. poi �QQ F .s@ '( �c NO COQ$45 UP. &30.93 `� c_f1�! F' TC LL TC OL C DL C LL OT.LD. DURFAC UR.FAC., gPAC NG 40.0 10.0 5.0 0.0 55.0 1 .0 0 24 •�" PSF PSF PSF PSF rc PJr" REF R427--33798 OATE 05/12/93 ORW CAlSR427 93132523 CA -ENG MO ~ ffV jtI��I Qtl,lll��lltl ttll�Il tlli]7 1]��LJ,i EE311 `JL1rywMI tryYCt'll SS 4—Tot - TFU"LATE ImiltulE. Nos - 1991 HAI 101111 OES1611 EPEC1 F tCAt1aN FON 14000 CC1410UCT EN1 lop (pUHK--DUMcELBERt;fRj / T3i THIS DVG. PREPARED FAM COMPUTER INPUT (LOADS G DIMENSIONS] SUBMITILU My 'HU= Wt n TOP CHDRO 4x2 FL #1 REFER TO DRAWING A150 FOR.TYPICAL PLATE LOCATIONS. c c SOT CHORD 4x2 FL #1 TOP CHORD TO BE BRACED 6Y PROPERLY ATTACHED PURLINS 124.00' OC.n WEBS 4x2 FL Standard CONNECTOR PLATES MUST BE DESIGNEO G INSTALLED IN ACCORDANCE CONNECTOR PLATES OESIGWO FOR GREEN LUHBER PER NOS -91 TABLE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. 7.3.3. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEC6 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKEO BY TRUSS FABRICATOR, W MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W as to N 51 �----2 6 6' — 7 —2-10'6 2'10'8 ---� 1.5X4 . A 7 �.1 R=3441 W -1'B T OVER 2 SUPPOM5 A-344# W=1'B ml PT TYP.- ALPINE PESIGN CRIT-TPIA 0--F Rev 17 -On s -a -ua uuu *IMPORTANT ic"L rx EI6IREEATO PAIODUCM OIG. WARNING- - IiET6VK EXWSMi wE � ,� TC LL 40.0 PSF REF A427--33800 C= O 0 0 0 0 slntL 1O1 a! Mvmmml FOK ANY IM KUM)"% EmcltOM AND 0 0 t= 0 SETrIATION FITOIt TRIS DEs7A1T aR 1HF3! SPELV 7UT70115, OR ON E1OAc[TB. $a NI! -97 9T IPI. S AIIS OE.iIW7 �Q� 1 Y �fy CDL 10.0 PSF OATS 05/ 12/93 o c o o FAIL IM[ TO BUILD 01E IMM PI CMNVW`ii 11TH 4576a Sly TPI. FOR AATOITEOIAL. [MSC7AL AEXfRMI AUGURS P5 `� DL 5.0 PSF DRW CAUSRA21 93232525 O O C o ALPIAC COIiECTORS APE MAGE OF 20GA OKI. STEEL MEEII/EI ASIM 900exe i. TAILM OTHU MES! IIDICATE0. TCP O O C= O "As 6R 8 mon A5 NOTED. OKI C044C701I9 TO EACH FAC! OF CMA* SMALL M LAMALLT BMACED KITH ~(A B LL0 . 0 PSF CA -ENG ND o ALP INE 1"9 AND LMESS OTItRMTSE LOCATED IMI! DESISM PQs1179D LI ATTAo*v FLINQUO SWATA4116. BOITCM cum No. C043MS 07+1nEMPS PER MAXIMS I". T t 160A. -F, 0ESl0M STuawOc 11EIN PP4PE%&j AIIACPED OTGIO Ci 1110* -- SEE Exp, 6.30.93 T . LD. 55.0 PSF I� 3 o C� OWFOPM M/APPLICASLE PR %30M OF 105 C IFI AN 01=4ER's ALP7•E TEOMMIL UPOAIE (T/L/9A FOR PPOPEA TRUSS o C SEAL oM THIS DRAVIO9 APPLIES TD ROT. CONPLTAERE DlP7CTE01EPC ONfMSLI AP9tECAl70O. FVISIILTI A COP/ ar TN1S R.FAC. 1.00 1N p1A,T. AM sWtt NOT DE "atiD LMB IN LM/ OTHER MLT. OES7GI to THE Iwiss MOM cO11TPACN%T. � C C= o C7 C= O O .—TV( - IMM 4LATL [!ATI ME, LOS - 1991 1ALTIWNL DlS75M SPECLFTCATTON FOR MOOD CO151SUCTIp1 �� SPACING 24 .0 / i / : / • I Job: f(ri W—M1t8(EL8FA6EF0 / T34 TOP CHORD 4x2 FL 111 BOT CHORD 4x2 FL #1 WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --2.6- ----� �---2' 20' 8 1-9- --{--- 2 -to - R -400 '10- 2X4) .5X4 -12-•5X X4 4 4 T 4 0 3u } Zx • • OVER 2 UPPORTS R-400 W-3.8 R-412# W-3°8 THIS OXG. PREPARED PPAN.CONPUTER INPUT (LOAG OINSIONW witOlAlIku SIT lmu� ne•14, DS WE 1711 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. a c TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00- OCJA CONNECTOR PLATES MUST BE DESIGNED 6 INSTALLED IN ACCORDANCE & Ou WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. v NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CAW40T BE USEQm UPSIDE DOWN. TOP OF TRUSS MUST BE HARKED BY TRUSS FABRICATOR, tv to 111 V PLT TYP - ALPINE DESIGN CRT TPI CA/0/1/0/-/-/F Rev 17.on scat - U.Douu 0 0 O O 0 C= O oTRUSS O 0 0 0 0 0 0 O Q O C= 0 0 ALPIN O O O CI 0 0 O O o O C=3 O G *WIMPORTANT "'E"E" mtcm"c- Yom" FRN n]! 1111161 OR HESE SPIEC1flCAf10f1 OR AttT FAILl7E TO SOHO 111E [SUSS I4 CS/FEP 4E at 111 OSTEO ET Vn. U."m C0f1lCTOAS APE -DOC EF 20M OALV. STEEL-IE/ltm ASIS L440 An O EIDEPT AS -OIto. APPL't C01AECWS to EACH fACE or TMW A•o u ESS 0T1Eg11SE LocATIO Sat T -1S CE53". PoStT101t Curco t96 PR CABLE 6O TIO, 1•A C 1fY?A-I, OlfICO STAOOAFOS C01fOPM If/lPi'IICAEIE PPa�.06 ti IDS t SPI. !n EWIOEEw'S SEAL a 11115 o11a9lw IPRIES TO 1tt COpOaENI OEPICTTO 1M TN olY, AW SHALL M1 OC PELtEO uma UI A111 OILIER Sct. WARN IN IG'm !°rot"""Ca EPAC101. SIX KO -9t 9f 1Pt. $EE THES OEStc+1 FOR t•O9tilo"L 5MM DECMit 41T BRAVD . As. GUtaESCY1S. 11KE9 onamisE 190fGL1Ea. UP 0XV0 SkALt BE LC190"I 2PA EO 111111 PPOPEA Lf AITACKI) PL/M000 $WiTIIIt� 9111(01[ C"m 9101 �OWERT ATtAtIEO -li[D alLtlq —SEE AlPit* t CWTICAL UPWX 171US11 FM PROPEs� CIIf11ALt APPI.ICATIM AMISH A COP/ a TW : CE11t■ TO IK fFrtlS I3EC11ON comsuCIOR_ QRp.9� �Q� ` �`¢� `� 4 � ^ Imo• 0043648 A Exa• 630.93 �� C yI T ` TC LL TC OL C OL C LL 0T . LO. UR•FAC. PAC N 40.0 10.0 C� 5 • 0 0.0 55.0 1.00 24 .0 PSF PSF PSF PSF PSF u REF R427--33803 DATE 05/12/93 DRW CAUSR07 93132927 CA -ENG MDI% ITU imilq1111111111 i-_1PI • Miss PLAIE 11t3TEtUlE ID] 199[ aJIi101tN. o[S[QI SPCClFI4TICf1 fog fooa ca61POC7IOq Jot: (GUNK- -OUNKEL BERGEM / 732 THIS ONS. PREPAWO FRW COMPUTER INPUT ILOAUS ly UENLRbLUMI :21MMIIMLI UT TNUSs MFR, n TOP CHORD 4x2 FL #1 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. s BOT CHORD 4x2 FL IIA WEBS 4x2 FL Standard TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 924.00' OC.fA CONNECTOR PLATES MUST BE DESIGNED G INSTALLED IN ACCORDANCE N CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE KITH REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. 17.3.3. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USE[jo A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. UPSIDE DOWN. TOP OF TRUSS RUST BE MARKED BY TRUSS FABRICATOR. W MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ►� N ro 0 i .5X4 3X4 X4 5X T ip lin .e� 4'Y5X4 X4 OVER 2 SUPPORTS 39 R-234# W=1"8 R-234# W-1 "S T. TYP - ALPINE N CSIT 7PI CA/0/1/0/-/-/FRev 17.On SCALE 0. 5000 **IMPORTANT**`u ","4u"`9Eo 11 wwn. nc. WARNING"" �°O1cE `T"�"I �`" pfE 'TC LL 40.0 PSF REF F1427--33802 o O o G G o SHILL WT 0E PESPOMISU F04 NI! Irl ItdtQ I116. £AECr IGS NO Q0. ��� t=ATRUSS OE LATIDI FROM IWIS OEStGn °P DOSE SMIFICA9300L Oa AIrF BPAC1M. SEE 14"t a:TPI. SEETHISDESIGN �V TC DL 10.0 PSF DATE 05/12/93 mmLim I0 BYILD 114E TPLOS R! Q%FCFWMC MITN 9STE0 DY TFT, rCR &MI 101ALL S�TAL PgRbWWT hPAC1•.D PC ALP.7AE C01"CICAS AAE FAOC OF a00A 9ALV. SIEEL rcel"19 AST14 CUMMAT9. uaESS DTHOWSE rwICATEO. to C OL 5.0 PSF ORR CAUS11427 43132926 AM0 90 l EYCEYT AS VOTED. APOLT CONEC100S 10 GCA PACE OF CHORD SNAIL aE LAMMA.4 0PACE0 M1rM POoOEPCLL 0.O PSF CA—ENG MDC= TPM 4D L14JM 41WEANS.; LOCATED al THIS O4S341L POSM04 Lr AT1AOICD OLVIM SMAINIM it9110W em" HoC043945 Ca+6CT00s pL CUME AiY E]0. 1So C MY -I. I. An STAAOAPO! Mtu1 Dt. EC144 ITTA10P PIOID Ken OG -- SFC Ex 0T.LO,55.0 PSF OrAIFtTmI 71/1P1L1C1Sl[ PPQ113C44 OF ID! S iPr. /A E161MEEP'9 AlPl1E IECNRCTL ItOG1E 17/3/911 F00 PRSPfn ' R�OSEAL ON THIS DRAMS APPLIES t0 TAE CW.PM;EM1 OEPICT[° MER' MIAIL APPLWATIQI. F-JWKSN A COPT of THIS UR .FAC . 1.00 FI Orifi. AM STALL Mol BE PEL3cO LRN I1r AM 0Trc11 ILLY. O"ISA 10 11! 1AU5S MC1101I COMPACTOI � C✓♦ i !' SPAC N6 24 .0 C= O cm o o O _Tor - rAUss PLATE IrrSII NTE, rOi - 1991 11MOUIL OESIGII 9PECIFICATIC" r04 MOOD CCl/SIOuG110AOF pol $a t r w w GM TOP CHORD 4x2 FL 11 BOT CHORD 4x2 FL 11 - WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7,3.3. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. RUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. is THIS DWS. PREPMWO FAW COMPUTER INPUT (LOADS t DIM"SIUMI bWMI I MV ey TRUSS ISN. 17 REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC.cm a CONNECTOR PLATES MUST BE DESIGNED & INSTALLED IN ACCORDANCE N WITH REGUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. �4 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USEC6 UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. to r. U) >v ta N JL 1.5X4 44T .5x T 3X 3X ;o txlt_I_B• 813" ' PP AT5 OVER 2 SU 0 R-4540 W-1"8 R-4540 W-1"8 PLT. TYP.- ALPICA/0/1/0/-/-/fHey lf.un 5L:A - U.7UVU C=3 C C� O O O 0 O A� O o 0 0 C O O 1� O O O O p ALP I N 1 BUSS � TRUSS 1� O O o o O O O O G o O a **IbSPORTANTTTTt1/°` s1uLL MOT fE RCS.DbIT;E Foa un OEftAItM MH TMts OZtQA oa TKSE sRCMCef IOUS. oa MT/ FAILURE T4 E9[LO tM Ia4S9 10 CCWOPWMX "tTM 93TO M TPI- SLOIK C'C9iECTOM Ape MACE or 2NA o"V. STEEL WITRIO ASTM 4446 q ► E:CtPI As AMD. APTLY o010E0041 TO EACH FACE Or mmm AYD UAESS olNefttgo LOCAT/O CIA MIS OCSIQI. MIMA totDccrwo cER oRAs1IIP9 137. 190 s 1s9a-F. 11es1cn sTAIOAPos CONFOEt tlAFPLICIRIE PPOlISTOM 9f 1130 C TPI. A.t E11,31Et9YS SEAL ON MIS C"V3 0 APRIC9 TO W CGOV001141 DEPICTED r£IK IM O;f, AIA 31AAR1 IIOT OE parvo %"A L4 AATr OT1ER "f. I.fAf]AIT11f•WUM2AESOIAPECTaEVEcum WARNING,,,, xuaiae, wttttou elm N 9, SEE 14W-91 67 1P2. SEE tins Coll CCl0in fOR AODCIIO'AAL SPERAL WWAMUT PACIM AT OUIRERVAS. IAAESs DIIEAAAIsE UotCATEA TOP CHORD SM LL BE LAIUALLf °MLED °ITM tlimGpl Lf WADNO PLAr000 SWATRIM eafroM CYOaD Au1a PArouaT ATtaclEo "t9lD Ta unu -- sEE ALFIW TEDWITM WDLIE P/1/911 TOR Ri0➢9+ °RfMLL AoRCCAT790. FUSWISM A COPE OF 1Mts CtSICIA 30 TIE URMS OWCTIDA COUtPACCR, pQc- eVT }� �Q. fy Jyp, C0�8Z5 w Eap 6- 91 �J'J. C ! �f TC LL TC DL C OL C LL OT . Lo. UR .FAC . SPA NG 40,0 10.0 5.0 O O 55.0 i.00 24.4 PSF PSF PSF PSF PSF y REF 8427--33799 DATE 05/12/93 DRH CA WQ? 931]2 24 CA -ENG Il�lll��n�n SII I,fI --1>•I - rAarss otic treTtroAE IDs - 19°I wlnmsL olslcu sotctrlc4rtal roR "aoo caAsrlmauu F4 2 a. -D :F. T 11 E 1 5 = o Iz., H 1 1-: 1-1 1 R [1t W 1:1 R k:'.= 4 0 R C A L P gs Aj- (IF 01R t A MIENUt IS 1) 2 C, W. t1. JrCT - C*rm OA u Fw v Yo p*Nqrxl-low Wit ItHICI6o,'t U QRpF ESSIO <<"� �A All One Unit , civ Welded cpnstrUo Ion fat ektra strong) F QF. ci Ilk• 051. 12 G.A. Cuset'" optional - Castings on every step or every other step, (see photo detail) k --- Cap +•—•- 4" & 6" O.D. Center Column Vs" x Vt„ Straight Z�-,, Twisted pickets 12 0.A4P Smooth Plate Treads Round 12" x V:„ Me Plate 2 4-c' ,� a 4 60 d � 7► cam► r • V, / �411:0s pole Com/ ; /3' �I 0,1 C� �•�••-,f Uj �{ f 2 2C?, Cx�Q S � � r'r7 I S �i(°Y f /Jct ?/r'c�la�•� �".�Yi�'1 Wr^r'T/c'�: ,� t lOnel ( v y/cl Ik'" )Ct,�'f S I <' i'�� ��7 "plc /l k�Js • �"r�ncJn r� s - C�crr�r� r f c� // a l'� C c i%tCrS / QS t,n�� c•i� ,rY:, _<,«r,�a,' n��i���<! 2 Nu P/M EX/ S/0 /V _ /%2 v � MTC—YGn�I EJ/�9 7E ��/L S ,Y,,�y1 5e-c,17�-d- ta11 —2 ` — _ _ T1_1E 1 - = i CI—I T 1=:iI I F:C1N W CI F: k: _ - h•aIJF.'CAI— F' 03 D. R,ROPERt Civil Engineer .1346 Longfellow Aver P. 0. Boz 885 CHICO, CALIFORNIA 95926 ` Telephone 342.2059 ro Building Official Dept. of Public Works Chico, California ('HE FOLLOWING WAS NOTED 3.9«82..__ Chico '.iron Test Spiral staircase I OGAT,UN 1917 Nbrn>al. Ave. CDN1AeGTUp oWNCn Chico Iron Zel.lick _ wCATMN TCMO OAt AM Cloudy 58° oat PM PA SCN) AT sett Kevin Meadows D.R4.R24r Phil Casper Vaughn Zellick Loading test on spiral stai.rvay located at 1917 Normal Ave. Number of lTreads 1. 10 _ _. . Tread lenSth: 27" Puxp�se of test was to determine i f stair ray_ would .c�xry„ im��osed,_i�o8$.s�_.._F � ng_�d .0 d9. e, _. __W.placLng weigk>te i'rom �leghte, and Measures depextment_ on treads as noted below: Top 6 treads loaded ,with 161 each tread.�T _.._._... _.._.._�_ ._.._._..... _. _.._.� __ .. 4th tread from bottom loaded with 100f. ori -tread. _ Bottom 3 treads loaded with .15Qif-each tread To• lax,aing_loaded with 2 men a 170 each aqua] s 3401t In addition, 3 mega (l 6 230#, 2 @ 174f each ) walked 8iqultaneou9jy j�p, and dorm the _r.. staircase with weights in places teen sat on treads forjieture. Maximum total load on staircase at one time! _•�. _.,_._ .__....._....._.... ____.____ �___.. _. 45 _231— observation: Under maximum Load stairew was sound and solid with no i.ndieatiOn on seg :« deflection ax viaable stress. P'hotost Attached. COPES TO Z��.�/`0OJ I . ��. F. .. r-. ,..,y� •t, jT � r ,.,�h�s h�i' ��;j�' �'��s+!'¢� �"7n26�:=�.�s-'1'�'y�( �'d7'-�K`-:a; .��.p;, o2-9 t; �- Scp C) man bri ve : , Opo �f -� lJ XIE�du . f} t t 4 f 1 �i F� . f} t t 4 f 1 �i "+�r'Ma i�l�3`r�p :T. a�et'Niw�Y ��I���'�^dfi,��' s['°;,c-"tvl •"'ih"y'' tx`,�,'�Pr+w'-a •6t"�`s, a"'*+fj•,a?;yi'Y'7p �'i'ry,.�i-.:�'Y^"rw�?vq�`vy�tr�,yr�`,ra,rc'•.0 r ii Yr' COUNTY OF BU I E - DEPARTMENT OF PUBLIC`WORKS • PERMIT N ` 7 County Center Drive - Or'D me, Calit•xnia 95965 - Telephone: 916.'538-7541 i - r n APPLICATl4N'AND1PERMIT ASSESSOR PARCEL NUMBER 069-530-025 ZONING' R-4 BUILDING PERMIT OWNER LeRoy Dunkelber er TELEPHONE I3 SO. FT. OCC. BUILDING VALUATION Est. 110.00 OWNER'S MAILING ADDRESS i 604 Pinot Blanc way, Fremont 94539 ' j CONTRACTOR'S NAME Better Builders TELEP ONE 589-2574 CONTRACTOR'S MAILING ADDRESS I 5263 Royal Oaks Dr., Oroville I Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 3 100.00 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS i Permit Fee $63.00 ARCHITECT OR ENGINEER LICEN!E NO. Plan Checking Fee $40.95 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS j Penalty $ BUILDING ADDRESS • -A&:. Permit fee $123.95 �WV PLUMBING PERMIT FilingFeer'K r 86 Oman Drive. OrovilleE ach Trap s;oo n. Solar or heat pump water heater ;j20".00 LOT NO. SUBDIVISION NAME IPARCELMI AP Water piping `!77:00`^ ;Each qas water heater or vent 7.00 USE OF STRUCTURE 1JC( ' SF ❑ ❑ DuplexMobilehome❑ Other Ret Wall (t iii.+ - • SPECIFY W ' i •' r'Gas'piping system 1 - 5 outlets 5.00 Buil15.00 ding sewer Mobile Home S G W t:4- @ 15.00 TYPE OF WORK';.,, �, NewU, Addition[]Remodel ❑ Utilities ❑ Installation Eaa,� -Other ❑ Describe work: Retaining -Vali ;4.` 1 _ r•, +"'z. u ,� �tt Peimlt`Fee. Contr""actor F( (n Fee. 5.00. ELECTRICAL. PERMI;fi> I g ;}.1 } J f .r Main service 600VORtESS :,•'�J ` 18.56 200A OR LESS r'Mai n servicel`2o'GnEToli000A AOR AD PNST.I ACC; LDG,S.CCUP.&) 3.60— ft.'• , CONTRACTORS LICENSE LAW ff��r�' I declare under penalty of perjury (check one): "'1 !! l I� lirl am licensed under provisions of Chapt. 9, Div. 3 of the,Business° and Professions Code and my license is in full force,•andf"effecctt: '� �� �.yty License No. �'�� S Classification �f'•IL M 7r ❑ I, as the owner, or my employees with wages as their sole compen'� sation, will do the work,and the structure is not intendedtpor`offe�retl 'for sale; (Sec. 7044) 1za ❑ I, as the owner, am exclusively contracting with licensed Contract- ors. (Sec. 7044) (i.. ❑ I am exempt under Sec. ,Business and Professions Code for this reason NEW CONSTR. - ULTI.OUT.LET S' @ 5OO ; NQN•'R ESID BRAN:CH': CIRC ITS •j'lt _ i�AS (POWER OUTLET US:&) EX. OCCUp(OUTLETS OR PIXTI.t R'ES AL 20 7fi a FIXED-APPLNS. OR♦ H Ez"Oocup`z.'d ETs (Res l.d 1 EA) ti3.00 ; Temporary.se'vlceY I:V 15.00 Mobile Home Facrlit(es , �w ,i;�'F5'00 rY',,rr.>: Misc. •Wiring ,,a,�_ , ,.:15 0 s"! �'�:'��:.� :.:moi •�' •. •�; ,�, �.�' Permltr'F6if:,,Y. .p Contractor;'�_�;�;:.;; •��r'S°���•r. • .; — WORKMEN'S COMPENSATION INSURANCE I.Y g_ ` I declare under penalty of perjury (check one): ! ❑ The permit is for $100.00.(valuation) or. less. I have placed on file with the County of Butte Building Department* a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICA'L,•-PERMIT Filing Fee 15.00 Heating Cooling Hood n' t.f: 6.50 Ventilation-rrT++>> Penult Fee ,; $ Contractor. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the' County of Butte to enter upon the above-mentioned property for inspection purposes. • I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any wa'y accrue ag si,nstst said County in consequence consequence of the granting of this permit. X �f. \ �/�.k'ew Date 1 %{ fi Signature of Applicant — Owner.® Contractor ❑ , Agent ❑ r W An O5HA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection. Fee $ OCC CONST TYPE TOTAL FEE $123.95 HA.Z -w- DFEES -'- IMP FLOOD t__ CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do /' A work indicated above for which fees have been paid. s ' / a DIRECTOR�OF'P�U�.,BLIC WORKS BY - , r Vii.! '.V Date 7 �L- PERM IT`EXPIRES" Date 'i'.-7 " 14J01 t +� Receipt No. "' L "� "' _� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLD EHROD-fAPPLICANT,� I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS f PERMIT N 7 County Center Drive - Oroville, California 95965 - Telephone: 916,538-7541 21 APPLICAfTIO. �, D PERMIT ASSESSOR PARCEL NUMBER 069-530-025 ZONING / R-1 BUILDING PERMIT OWNER LeRoy Dunkelber er TELEPHONE SQ. FT. OCC. BUILDING VALUATION Est. 3 110.00 OWNER'S MAILING ADDRESS 604 Pinot Blanc Way, Fremont 94539 CONTRACTOR'S NAME Better Builders TELEPHONE 589-2574 CONTRACTOR'S MAILING ADDRESS 5263 Royal Oaks Dr., Oroville Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 3,110.00 Filing Fee $ lem LENDER'S MAILING ADDRESS Permit Fee $63.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $40.05 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit tee $123.95 PLUMBING PERMIT Filing Fee 15.00 86 Oman Drive Oroville Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Ret Wall SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW I @ 15.00 TYPE OF WORK New Additionjj Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: Retaining Wall Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS j$.5O 200A OR LESS Main service 200A TO 1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): �l am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in fullforce and effect. License 'Jo. AQ109-5 Classification J&Q, AAI 17I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUPM 3.60sq.ft. OR ADDNS. l ACC. BLDGS. II NEW CONSTR. ULTI.OUTLET NON.RESID BRANCH CIRCX' TS @ 5.00 POWER APPARATUS & (SINGLE OUTLET CIR. Ex. Occup(ouTLETS OR FIXTURES20 @ 76 Ex. Occup. OUTLETS (RESID.)REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 9 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. EI have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. F -1I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue aga st said Coun y in consequence of the granting of this permit. X Date Signat r of plicant — Owner R Contractor ❑ Agent ❑ An 05 A permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $123.95 HAz 0FEES I �- IMP -- I FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the But ounty Code and/or resolutions to do work indicat ab ve f r whi h fees have been paid. IC WORKS By Date 7-�- V PERMITr1R ate ;4 79 Rece t WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT �'3-36a�' rI JRSIDENTIAL. X3''11 069-53-0-025. LEROY DUNKELBERTER 86 OMAN DRIVE, OROVILLE (RETAINING WALL) (*FOUNDATION ONLY/SF) r� k, r - V=OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials USERFLOOR (Plans) OK except #'s Zon i no -Setbacks -Easements -Flood -Slone 12!Ftg.,.Main; Soils-Elec. .-/jZZLFtg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftger Porches & Decks; Soils -Steel-/ /Fig. Depth Stemwalls, Main; Steel-Blockouts-Wrapped temwalls, 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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24.Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27.2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Wells (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin=roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. • Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Win Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainae & Wood -Earth . Clearance Looked under Floor ❑ Yes 80. Following instid.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg: Appliance -Fireplace: Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: V=OK O=Not OK Not = Not Ready Applicable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Teat -Fall -C/0 Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 8. Gas; Location -Teat -Wrap: / /" L"ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test-Crosaovers-Breakere-Clearances 5. Drain; MH Test -Fell -Flex Connector 8. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plana)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Gridera and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftra: Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 8. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plana) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI S. Elec.; Pool Lighting; 15 volts-GFI 8. 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 / COUNTY OF BUTTE - DEPARTMENT OF D,, VELOPMENT SERVI - B LDING DIVISION VVV 7 County Center Drive OroviA. California 95965 - Telep one (91 ) 538-7541 ER- 0. APPLICATION 'AND PERMI �3 F 39` ASSESSOR PARCEL NUMBER 069-530-025 ZONING R-1 BUILDING PERMIT /777 OWNER LeRoy Dunkleber er TELEPHONE S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 604 Pinot Blanc Way, Fremont CA 94539 Fst 20,600.00 CONTRACTOR'S NAME Better Builders TELEPHONE 589-2574 CONTRACTOR'S MAILING ADDRESS Royal5263 Oaks Dr., Oroville 95966 Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation $ 20.000.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 207.00 ARCHITECT OR ENGINEER Nonp LICENSE NO. Plan Checking Fee $ 134-55 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $361.5 86 Oman Dr_ Droville PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. 25 SUBDIVISION'S NAME Kelly Ride Estates Unit 7 PARCEL MAP 80-80 Each gas water heater or vent 15.00 USE OF STRUCTURE SF h Duplex ❑ Mobilehome ❑ Other sPECIFr Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ElRemodel C)Utilities ❑ Installation ❑ Other)'] Describe Work: Foundation Only PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( "' OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLOS. ) SO, 3.5C FT. NEW CONST. MULTI -OUTLET -NON.RESID. ( BRANCH CIRCUITS ) Ia7.50 CONTRACTORS LICENSE LAW( I declare u er penalty of perjury (check one) lwfi a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Co an my license is in full force and of License No. —rr--' assification ❑ I, as the owner, or my employees with wages as their s compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) @ 1.0000 BAL. Ex. Occup.DRIED APPLNS. OR (UTLETS IRESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declarejvPder penalty of perjury (check one): ❑ Ws permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certifythat I have read this application and state thatthe above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County i onsequ of the granting of this permit. _ X Date 13 Sign re of Applicant ❑Owner O Contractor �� An OSHA permit is required for excavations over 5"0" deep and demolition or An construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ocC CONST. TYPE TOTAL FEE $ 361 •55 HAZ. I D. FEES I IMP I FLOOD CDF I PARCEL PO HD ISSUE This permit is hereby issued under of the Butte County Code and/or above for which fees have DIRECTOR By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. WORKS&00? D to / (Da 1 Receipt No. WHITE-D.D.S.-B.D. C SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT 'OF"DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 23— J ASSESSOR PARCEL NUMBER D ZONING , - BUILDING PERMIT fl OWNfjRn Jt I J ii//�\ l 1111\ �y rIJ� 1, e TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILIN ADDRESS 0 " n .+ 4 OA 99 oO iJ CO ACTO 'S NAME e4k r TELEPHONE CONTR5TO R'S MAILING/j°DRESS I l l _ 9S 66 F'replace CONSTR CTION LENDER UNKNOWN Total V8IU8LIOr1 $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER n LICENSE NO. Plan Checking Fee $ �{ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILOIN ADDRESS 16 0414" 3!' r U PERMIT FEE $� �. 3 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. s- SUB VISI 'S NAME ' Q j�[L p' % PARCEL MAP g(� - Each gas water heater or vent 15.00 US9 OF STRUCTURE SF Duplex ❑ MobilehomAe O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 20.00 TYPE OF WORK New ❑ Addition O O Remodel Utilities ❑ Installation O OthaPq I_ ) Describe Work: !' h G'(�1' 0 0 V PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( B00V OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. ) S0, .3.50 FT, NEW CONST. MULTI -OUTLET .NON.RESID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, 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) O 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and. Professions Code forthis reason ( POWER APPARATUS ) B SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) S @ I.O00 SAL. Ex. Occu FIXED APPLNS. OR p' ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If -after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. (.agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - O Owner O Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ L 6 z LJ� HAZ. I D. FEES I IMP I FLOOD I COF I PARCEL I PD HO 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. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES ON (Date) C3 f;;2-/ Receipt No. J WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ��. 069-530-025 PERMIT#94-2636 , DUNKELBERGER, LEROY 86 OMAN DR. OROVILLE CONT: BETTER BUILDERS UPGRADE ELE SER TO 400 AMP/BP#93-1.937:' w COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California X5965 - Telephone (916) 538-7541 PERMIT 0. APPLICATION AND PERMIT �//- ASSESSOR PARCEL NUMBER ZONING.., _ BUILDING PERMIT OWNER '�'• �, r i r TELEPHONE �t SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS A M .BLANCWAV/ REM.G CONTRACTOR'S NAME M111,11101;- TELEPHONE 9&9-2574 CONTRACTORS MAILING ADDRESS /- 2-• ` 5263 ROYAL OAKS DRI 05066 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20,00 LENDER'S MAILING ADDRESS ,A10 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 86 OW DRIVE , < ' PERMIT FEE $ OROVTLU PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME - PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF U Duplex O Mobilehome O Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W T!!00 TYPE OF WORK " New ❑ . "Addition ❑ Remodel ❑ Utilities IN Installation ❑ Other O Describe Work: UPGRADE TO 400• AMP SF.,RV RE:93-1937 PERMIT FEE S Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( SOOV OR LESS ) 2GOA OR LESS 23.00 • 00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. A a ACC. BLDS. ) S0 . .3.50 FT. NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW l�clare under penalty of perjury (check one) I am a licensed,: under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. 191025 Classification /..°aatin,al ❑ I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 BAL. @1.000 Ex. Occup.FIXED APPLNS. OR (OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. `O I shall not employ any person in any manner so as to become subject to the Worker's J� Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE S 43.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabili�ies, judgments, costs, and expenses which may in any way accrue against said County cfo sequence of the granting of this permit. X �1� , �,, Date 9 -, (� - 7�/ Signature`bf Applicant - Cl Owner/4 Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $ (4 •(30 HAZ• D. FEES IMP FLOOD I CDF PARCEL I PD HD ISSU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been B =' y - PERMIT EXPIRES ON 7 j,� (De""tel provisions to do work paid. Date i l 9. ° 158719 Receipt4�� .D. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, CAlifora r 95965 - Telephone (916) 538-7541 PERM �yN0. APPLICATION AND PERMIT 9��Z3 l - ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE S0. FT, OCC. BUILDING VALUATIO OWNER'S MAILING ADDRESS 604 PINOT BLANC WAY FREMONT--CA CONTRACTOR'S NAME BETTER BUILDERS -94539 TELEPHONE 589-9574 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UN OWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 86 OMAN DRIVE PERMIT FEE $ OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF NX Duplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities IX Installation ❑ Other ❑ Describework: UPGRADE TO 400 AINIP SERV RE:93-1937 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 11V OR LESS ) 200A OR LESS 23.00 23.00 Main Service( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. so. ORADDNS. ( & ACC. BLDS. ) 3.5C FT. CONTRACTORS LICENSE LAW I e, are under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Code and my license is in full force and effect. License No. 3„� 4� 2y Classification Giwt O I, as the owner, 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) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exemptunder Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESIO. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.000 BA 0 0Professions Ex. Occup.FITLETS XED APPLNS. OR (OU. ) IRESID.) EA5.00�a� Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 43.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabili 'es, judgments, costs, and expenses which may in any way accrue against said Count in co sequence f the granting of this permit. X M Date Signature)6f A licant - ❑ Owner Contractor O Agent An OS permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ ocC CONST. TYPE TOTAL FEE $ 43.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISSU 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 ate / PERMIT EXPIRES ON / l lD tel Receipt No. 168719 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT w COUNTYOF BUTTE - DEPARTIMENT OF DEVE_:OPMENT SERVICES - BUILDING DIVISION 4 , \:o tM ``yy . a F 7 COUNTY CENTER DRIVE - OROVILL"E, CALIFORNI'A95965 -TELEPHONE (916) 538-7541 s PERMIT APPLICATION DATA SHEET L/ OWNER �' �' - A. P. No. Proposed Building Use A ELGG 4m 42- Building Inspector Date At time'of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: ..... ........... 4 ..................... DATE RECEIVED BY 1, All items have been submitted. ` . 2. Plot plans, 3/4 sets, signed by preparer of plans. ...... , .................. 3. Complete plans, 3/4 sets, signed by preparer of plans . ....................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................. .......... 6. Energy Design Compliance and supporting documentation . .............. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required°prior to plan check). .... ' 9. Mobilehome data and manufacturer's installation instructions, 2 sets,.......... . 10. Fees of $......... ......... 11. Impact fees as shown on attached schedule. .. ........... ...... I 12. California Department of Forestry plan approval/fees. ..................: �... . ' 13. Flood elevation letter (100 year flood)'by California Engineer. ...r........... �.. . " '14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16; Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy)....Pn;_1 eo; r6qd est { 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... ' k 23. Owner -Builder Verification (Given to owner , Mail to owner ............ u 1, 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter of signature authorization . ............................ : .......... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27.1 Letter of intent on building use . .......................................... 28. Mobilehome utility clearance . ................. 29. Documentation of legal access . ............• .`........:................. . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34 �. When you issue the permit, proc ss as follows: Mail to owner. Mail to contractor. TelephortEsY92_SZq and hold for pickup at l -;?R- l7 office. Deliver with inspector. Other. 1 Parcel Creation . Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by_ phoneh_ mail - Counter by _ Date F. Plans checked by Date Plans approved by ;Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works Point System Summary: Climate Zone'l1' 1. Ceiling Insulation - v or R-valif- I U -value 10.0281 2. Wall Insulation or R -value 1 U -value 10.0651 3. Raised Floor Insulation or R -value 091 U -value 10.0371 4. Slab Edge Insulation or R -value 101 F2 factor 10.751 5. Infiltration Any Ducts in Unconditioned Space? ( Y 40/1 6. Fenestration Heat Loss 7j L*-- 01 �S _ i Type U -value (0.651 To % Fenes. f161 7. Fenestration Heat Gain % Fenestration SCshade open, Eff. % Fenes. Shade Eff. Ratio ' North t01� x .472 ILI& East PTwo x SOuthl%?_ x West x 41 2. tj Skylight _i-_ t:_ x a ?!2_ _ 0140 /. O Overhangs? ( Y / N ) S. Interior Thermal Mass /49% or 9. Exterior Wall Mass 10. Heating System 11. Cooling System 12 Water Heating System 1 Heater Type [SG501 % Exp. Slab 1201 ExL Wad Mass I(n/i*/� 81liCFA 90 8 ` ' L� -43 X _ AFUE or HSPF Duct Effie. (1 story: Effective AFUE (713% or 6.81 0.83; 2+ story: 0.881 or HSPF -74 X = SEER 110.01 Duct Effie (1 story: Effective SEER -5 0.81; 2+ story: 0.871 Point Scores e 0 Zonal Control Adjustment 101 Zonat.Control Adjustment 101 Energy Factor Est Ins. R -value Auxtiiary Input Distribution [0.531 (121 [None[ [STD1 System 2 Heater Type (None( Energy Factor ExL Ins. R -value Auxiliary Input Distittxrtion 1. Ceiling Insulation R-0 Numoer of stones -43 R-vaiue One Two Three - R -0 -74 -48 -27 R-19 -5 -4 .2 R-30 -1 -1 0 R-38 0 0 0 '-. Wall Insulation 7 Numow of stones 4 Single- Single - Three R-0 Family Family Multti- R-0 -72 -57 -43 R-11 -7 -6 -4 R-13 .5 -4 -3 R-15 -4 .3 .2 R-19 0 0 0 R-21 1 1 1 3. Raised Floor Insulation -12 0 Ialwiation in Floor -16 7 Numow of stones 4 R -slue One Two Three R-0 -14 -9 -5 R-11 -3 .2 -1 R-19• 0 0 0 R-30 2 1 -19 Point Total: 4. Slab Edge Insulation Numaer of Stones Sum -9 R-0 .87 or more 0 51 or lass 0 .51 or less 0 South .67 52 to to .86 .66 5. Infiltration (Duct Air Leakage) R-5 .51 or less 6 18% 4 -4 2 -2 Duas to Uncondittoned Space -1 3 -12 0 R-7 -16 7 .36 4 •23 2 .75 No Ducts in Unconortioned Space 16% .4 3 6. Fenestration Heat Loss -18-13 . 40 •10 -21 -19 -13 -9 •31 .27 .19 .14 •65 -44 14% -4 -3 -2 U -Value -14-11 70 14 •8 .16 •14 •10 Total 1.31 1.21 1.11 1.01 .91 .81 .76 .71. .66 .61 .56 .51 .46 .41 .36 .35 Percent or to to to to to to to to to to to to to to or tnestraaon more 130 1.20 1.10 1.00 ..90 .80 .75 70 65 .60 55 .50 45 40 less 501. -100 -76 -69 -62 -55 48 -41 -38 -34 -31 -27 -24 -20 -17 -13 -10 401. -77 -58 '-52 -47 -41 -36 -30 -27 -25 -22 -19 -16 -13 -11 -8 -5 35% -06 A9 -44 -39 -34 -29 -25 -22 .20 •17 -15 -12 -10 -7 -5 .3 301. -54 -40 -36 -31 -27 -23 -19 -17 -15 -13 -11 -8 -6 -4 .2 0 28% -50 -36 -32 -28 -25 -21 -17 -15 .13 -11 -9 -7 -5 -3 .1 1 261. -45 -33 -29 -25 -22 -18 -14 •13 -11 -9 -7 -5 -4 .2 0 2 24% -41 -29 -26 -22 -19 -16 -12 -11 -9 -7 -6 -4 -2 -t 1 3 227. -36 -25 -22 -19 -16 -13 -10 - -8 -7 -5 -4 -2 -1 1 2 4 20% -31 -22 -19 -16 -13 -11 -8 -6 -5 -4 2 -1 1 2 3 5 18% -27 -18 -16 -13 -11 -8 -6 -t -3 -2 -1 1 2 3 4 6 16% -22 -14 -12 •-10 -8 -6 -3 -2 -1 0 1 2 3 4 6 7 • 14% -18 -11 -9 -7 -5 -3 -1 0 1 2 3 4 5 6 7 8 12% -13 -7 -6 -t -2 -1 1 2 3 4 4 5 6 7 8 9 10% -0 -4 -2 -1 1 2- 3 4 5 5 6 7 8 8 9 10 87. •3 0 1 2 3 4 6 6 7 7 8 8 9 9 10 11 7. Fenestration Heat Gain (based on Shaoe Effectiveness Ratio) Elf % Fen• esus- IMM .87 or more North .67 ::2 to to 96 .66 51 or lass East .87 .67 .52 or to to more 86 .66 .51 or less .87 or more South .67 52 to to .86 .66 .51 or less Wast .87 .67 .52 or to to more .86 .66 .51 or less Skylight .67 .66 or or more less 18% -5 -4 .3 -2 -21-15 -1 3 -12 •26 -23 -16 -12 .36 .32 •23 •16 .75 .50 16% .4 -4 •2 -1 -18-13 . 40 •10 -21 -19 -13 -9 •31 .27 .19 .14 •65 -44 14% -4 -3 -2 -1 -14-11 70 14 •8 .16 •14 •10 •7 .26 -23 Ali -11 -55 -38 12% .3 .2 .1 •1 -11-8 8 10 -6 -12 -10 -7 -4 -21 -18 •13 -8 -M -31 11% -2 -2 -1 0 -10.7 11 HCFA •6 -10 -8 -5 •3 .19 -16 •11 •7 -Al -28 10% -2 -2 -1 0 -8-6 -6 -5 1 -5 -8 -7 -4 -2 -16 •14 -9 -6 -37 -25 9% =2 1 .-1 0 •7-5 1 6 6 -4 -6 -5 -3 -1 •14 •12 -8 -5 -32 -22 a,,. 1 t •1 0 -6-4 it 10 -4 •4 -4 -2 0 -11 -10 -6 -4 -28 -19 7% t 1 0 0 •5-4 15 7.0 •3 -3 -3 -1 0 -10 -8 -5 -3 -24 -17 6% -1 -1 0 0 .4•3 0 0 •2 -2 6.1 -1 0 -8 •7 -4 -2 -20 .14 5% -1 0 0 0 -3-2 5 3 -2 -2 .1 0 0 -6 -5 -3 -1 -16 •12 4% 0 0 0 0 -2•1 6 Two or Three Story •1 -i -1 0 1 .4 -4 .2 0 -12 -10 3% 0 0 0 0 -1-1 3.4 46 0 0 0 0 1 .2 -2 0 1 •9 •7 2% 0 0 0 1 00 -9 -6 0 0 0 1 1 0 5.8 1 2 -6 -5 1% 1 1 1 1 11 1 1 1 0 0 0 0 1 1 2 2 •3 -2 076 t t 1 1 11 10 8 1 0 0 0 0 3 3 3 3 8 0 8. Interior 'Thermal Mass Houses with Ducts (R-4.2) Exterior Matted A (& on -grade Consttuaion Only) Poem Wall One Two Three Exposed Ston Stones Stones 0 0 .3 0 -1 3 10 2 -2 7 .1 4 20 9 0 0 0 12 30 7 1 1 1 . 40 17 3 2 1 18 50 - 4 3 2 13 60 23 5 3 2 24 70 14 6 4 2 0 80 85% 8 5 3 4 90 2 9 6 3 7.8 100 8 10 6 4 3 1 95% Method B 8.0 11 Ica 7 Sbtb Floor Raised Floor 2 Mass 8.7 Uones Stones 11 HCFA One Two Three One Two Three 0.0 -11 -8 -6 -1 -1 0 0.1 -10 .7 -0 0 0 0 0.3 A -6 -5 1 1 1 0s -8 .5 -4 2 2 2 1.0 -6 -3 .1 4 4 5 1.5 -4 .1 1 6 6 6 2.0 -2 2 4 8 8 8 .25 1 3 5 9 9 9 3.0 3 '6 - 5 11 10 10 4.0 4 6 7 13 13 13 5.0 4 ! 6 8 14 14 14 6.0 5 7 9 15 15 15 7.0 7 , 8 10 16 16 16 8.0 8 9 11 18 17 17 9. Exterior Wall Thermal Mass Houses with Ducts (R-4.2) Exterior Single. Single- Mufti Wall Family Family Family Mass Detached Armored -14 to 0.00 0 0 0 0.20 3 3 2 0.40 7 5 4 0.60 9 8 6 0.80 12 10 7 1.00 14 12 9 1.20 17 13 10 1.40 18 14 11 1.60 21 17 13 1.80 23 18 14 2.00 24 19 14 10. Heating -System Houses with Ducts (R-4.2) 1000 water Huting SEER to Palm PoScare Houses With Ducts (11.32) 1499 -30 Solt Patg -25 or -24 to -14 to -410 Sum of 1.6 AC AC Gas Split Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or - HSPF HSPF less -15 -5 +5 +15 more 78% 6.8 6.6 0 0 0 0 0 0 807. 7.0 6.8 1 1. 1 1. 0 0 85% 7.4 7.2. 5 4 3 2 2 1 90% 7.8 7.6 8 7 5 4 3 1 95% 8.3 8.0 11 9 7 5 4 2 100% 8.7 8.5 13 11 9 7 4 ' 2 less -15 Effective AFUE or HSPF +5 .15 more (AFUE or HSPF x duct efficiency) •32 Effective 0.93 Sum of 1-6 4.9 -29 Gas Split Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or •3 HSPF HSPF less •15 -5 • +5 +15 mora One Story House 0 0 8.1 7.9 0 0 33% 2.9 2.8 -62- -53 -44 -34 -25 -16 400/6 3.5 3.4 -40 -34 -28 -22 -16 -10 507. 4.4 4.2 -19 -16 -13 -10 -7 -5 60% 5.2 5.1 -4 -4 •3 -2 -2 -1. 64% 5.6 5.4 0 0 0 0 0 0 70% 6.1 5.9 6 5 4 3 2 1 807. 7.0 6.8 13 11 9 7 5 3 90% 7.8 7.6 19 16 13 11 8 5 106% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House 118 -11 A -7 .4 33% 2.9 2.8 -69 -58 48 •37 -26 -15 40% 3.5 3.4 46 •39 -32 •24 -17 -10 50% 4.4 4.2 -24 -20 -16 •13 -9 -5 60% 5.2 5.1 -9 -6 -6 -5 -3 -2 69% 6.0 5.8 0 0 0 0 0 0 70% 6.1 5.9 1 1 1 1 0 0 80% 7.0 6.8 9 8 6 5 3 2 90% 7.8 7.6 15 13 10 8 6 3 100% 8.7 8.5 20 17 14 11 8 4 Zonal Control Adjustment System Type Resistance 6 4 3 2 1 0 Omer 3 3 2 1 1 0 11. Cooling System Ad)usaeeat for No TankInmtatloo Number of wam files water Heater Tvoe One TWO SG50 .2 •5 SG -Js .3 -6 SE -5 -0 HP -2 .4 Haase She Adjuxaments Haa Size (112) tot Subal Houses with Ducts (R-4.2) 1000 water Huting SEER to Palm PoScare Sum of 7-9 1499 -30 Solt Patg -25 or -24 to -14 to -410 +6 to 16 or AC AC less -15 -5 +5 .15 more 10.0 9.7 0 0 0 0 0 0 11.0 10.7 4 3 2 2 1 0 12.0 11.6 8 6 5 3 1 0 13.0 12.6 11 9 6 4 2 0 14.0 13.6 .13 11 8 5 2 0 15.0 14.6 16 12 9 6 2 0 0 4 Effective SEER SG75 AN 0.48 (SEER x duct efficiencq) -1 -12 Elf SEER -2 Sum of 7.9 3 6 5 Split Pc><g -25 or -24 to -14 to .4 to +6 to 16 or AC AC less -15 .5 +5 .15 more One Story House •32 -19 0.93 5.0 4.9 -29 -23 -17 •11 -4 0 6.0 5.8 -16 -13 •9 -0 -2 0 7.0 6.8 •7 -6 -4 •3 -1 0 8.0 7.8 •1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0 11.0 10.7 12 10 7 4 2 0 12.0 11.6 15 12 9 6 2 0 13.0 126 18 .14 10 6 3 0 14.0 13.6 20 16 11 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House " :G AO 0.80 .4 -1 5.0 4.9 -35 -27 -20 -13 -5 0 6.0 5.8 -21 -17 -12 -8 -3 0 7.0 118 -11 A -7 .4 .2 0 8.0 7.8 -4 -3 -2 -1 .1 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6 4 1 0 12.0 11.6 13 10 7 5 2 0 13.0 12.6 16 12 9 6 2 0 14.0 13.6 18 14 10 6 3 0 15.0 14.6 20 16 11 7 3 0 Ad)usaeeat for No TankInmtatloo Number of wam files water Heater Tvoe One TWO SG50 .2 •5 SG -Js .3 -6 SE -5 -0 HP -2 .4 Haase She Adjuxaments Haa Size (112) tot Subal Iris 1000 water Huting man to Palm PoScare toxo 1499 -30 47 ' •5 .25 •14 .4 -20 -11 •3 -15 A .3 -10 -6 +2 . .5 -3 1 0 0 0 5 3 1 t0 6 2 15 9 3 20 11 3 25 14 4 House Sttw Adjastmetit House sae (ft.) 1500 Mw water Huang to or Pbrd Scare 1999 more 30 0 3 -25 0 2 .20 0 2 -15 0 1 .10 0 t .5 0 0 0 0 0 5 0 0 10 0 •1 15 0 .1 20 0 .2 25 0 •2 Zonal Cotitrtil Adjustment All 6 5 4 2 1 0 I2. Water Heating One water Heater - No Aur Mary credits Dittrnaaot Sysam2 Remo Systems water t:Lmata Energy STD HWR Fin NO Tuner Damd Heiner Tvoel lanes Factor POU Insrt Ctrl SG50 At 0.53 0 3 1 -0 -5 0 0.63 5 8 6 -4 0 5 M73 8 11 9 0 4 8 SG75 AN 0.48 -2 1 -1 -12 -7 -2 0.58 3 6 5 -5 -1 4 am 7 10 8 -1 3 7 SE AO 0.87 -20 -12 -17 -41 •32 -19 0.93 -17 -0 -13 -W -26 -16 IG' All am 2 5 3 IE All 093 -21 -12 HP 6.11,13.15 1.80 4 7 S -5 -1 4 Two Wow Hratas - , Io Auz Mary Creditr SG50 At am .7 .4 -0 . -17 -12 -7 0.63 1 5 3 -8 .4 1 0.73 6 10 6 -2 2 7 SG75 All 0.48 -0 -11 '-22 -17 -12 am .,�2 ,, .1 3 0 -11 -0 .1 0.68 6 9 7 -4 1 6 SE At 0.87 •22 -14 -19 48 -35 -22 0.93 .16 -7 .12 .32 -28 -15 :G AO 0.80 .4 -1 .3 IE AN 0.93 -21 -12 HP 6-11.13.15 1.80 •1 3 1 -10 -0 0 Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise resiaentfal butlarngs subject to the Standards must contain these measures regardless of the compliance approach used. Items marxed with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere to the documents or tin this checklist only. DESCRIPTION Building Envelope Measures - §150(a): Minimum R-19 ceiling insulation. §150(b): Loose fill insulation manufacturer's labeled R•Value. - §150(c): Minimum R-13 wall insulation in tramed walls (does not apply to exterior mass walls). §150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. §150(1): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 oerr iincn. 6118: Insulation specified or installed meets California Energy Commission quality standards. Indicate type and form. §116-17: Fenestration Products, Exterior Doors and Infiltrabon/Exfiltrabon Controls a. Doors ana vaneows oerween conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value. and infiltration certification. c Exterior doors ano windows weathersthpped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150ft Special infiltration barrier installed to comply with §151 meets Commission quality standards. §150(e): Installation of Fireplaces. Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110.13: HVAC equipment, water heaters. showerheads and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. §150(j): Pipe and Tank Insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined intenorrextenor insulation (8-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems. insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping oelow 55OF insulated. 5. Piping insulated between heating source and indirect hot water tank. §150(m): Ducts and Fans 1. Ducts constructed. installed and seated to comply with UMC Sections 1002 and 1004: ducts insulated to a minimum insta0ea value of 8-4.2 or ducts enclosed entirely within conditioned space. 2. • Exhaust fan systems nave oackdrart or automatic dampers S. Gravity venviatino systems serving conditioned space have either automatic or readily accessible. manually operateo cambers.. §114: Pool and Spa Heating Systems and Equipment 1. S,vstem is certifier warn 78% thermal efficiency, on -ort switch, weatherproof operating instructions. no eiectric resistance heating ano no pilot light - 2 System is mstaileo with: a. At least 36' ciee between filter and heater for future solar heating. b. Cover for outcoor pools or outdoor spa. 3. Pool system nas c rectionai inlets ano a Circulation oumo time switch. 6115: Gas-iireo centra furnace. poot neater, soa neater or household cooking appliance nave no continuousiy during pnot Iicht. (Exception: Non-eiectncai cookino appliance with pilot < 150 Whir.) Lighting Measures §I50(k): 40lumenswar, cr oreater for general lighting in kitchens and rooms with water closets: and recessed ceiiing fixtures iC (insulation coven approved. DESIGNER I ENFORCEMENT COMPLIANCE STATEMENT Tits certificate of compliance lists the building features and performance specifications needed to comply with Tide 24, Parts 1 and 6, of the California Code of Regulations, and the administrative; regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shadang feature that is varied is indicated in the Special Feamms/Remarks section. Designer or Owner (per Business i Protession. code) Documentation Author. Name: Name: Tide/Firm: Mde/Fmm: Address: Address: Telephone: Telephone: Lic. s: !Sl� AZ� (signature) (date) (signature) (date) Enforcement Agency Name: Title: Agency: Teiemone: (signature/stamp) (oatei loam 33ga� y99 Certificate of Compliance: Residential Climate Zone 11 Project Title Building Permit N Project Address Checked By I Date Documentation Author Telephone Enforcement Agency Use Only Fenestration BUILDING DATA Area % Conditioned Floor Area Number 9f Stories North East S lab/Raised Floor ----South Number of --Units [ ] Single Family Detached (SFD) [ ] Addition Alone West [ ] Single Family Attached (SFA) [ ] Existing Building Skylight [ ] Multi-Family(MF) [ ] Existing -Plus -Addition Total B LM DING SHELL INSULATION , Component Insulation , ' Locadon/Comments f Type R -Value (antic, to garages typi=c. em) Roof ............. Roof............. Wall .............. Wall.......... ' Floor............. Floor ............. Slab Edge....: FENESTRATION Shading Devices -Ee.nestration Area Type interior Exterior Overhang Framing Type Orientation (SO (single, double) (roller blind, etc.) (shadesaeem eta) (yeshto) (metal/wood) North ( ) North ( ) East ( ) East ( ) South SOUth ( ) West ( ) West ( ) Skylight....... THERMAL MASS Type/Covering • Area Thickness (slab/exvosed. tile, etc.) (so (inches) Location/DCscriation (kitchem bath. etc.) IiVAC SYSTEMS tiiinimum Duct Type (furnace. air Efficiency Location Duct Heat Pump conditioner. hentyuint)) (R. f UE , SEER.HSPF) (attic, etc.) R -Value Thermostat Type (split or nkkg ) IIOT WATER SYSTEMS .rte R Value Svstem Type (storage gas. etc.) Capacity Number Energy Factor Ext. Tank Tns _ Di Rt-ri Milt• n - SPECIAL FEATURES/REMARKS ...... .... . -y-p R E;T whu, MUST, ga WIVON PfFr-r-,/ L4 fQ ES CAL-C!S Chi RL -i5 f. .0 Z Pr F Ft opooffloadow VMT be M the job ataii,ttmeo and it is unI&Vfol to 17am0W M=9" or alterstions on s&ms sII PUTAISMon from the DowtMent of Public Work@. OOUBW of Butte. NW& An M0WIals&Work:mawbtP S� A000ftWnoo with Rect good Good Prao, otaoaIftjPrescrffTo u for the Spoaffied In the Uniform ding, Plumbing & M Goftalodtits opal Riectrw-99d9L -- ; II - - '- om�tq q 234 � ��-pt COUNTY -------- , M", NG DF-PAUM GN I -R APPROVED FA I f 1, 1, lij --Z