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HomeMy WebLinkAbout028-080-001m •f L y 028-080-001 PERMIT#96-0364 .DALEY, David & Cynthia g1605 Lower Honcut Rd., Oroville Cont; Better Builders Demo/SF3/y 028-080-001 PERM T#96-0381 DALEY, David & Cynthia j�,c� 4 / 1605 Lower Hon cut Rd., Oroville / Temp Ele for Future Lot Development �. 028-080-001 PERMIT#96-0817 . DALEY, David & Cynthia t 1605 Lower Hancut Rd., Oroville cont; Better Builders — m - - —�_ .. � ' � � y ( � ~ ' � | ' | ' 028-080-001,,: ,PERMIT#9670364,' 1605 Lower Honcut Rd.,'Qrovillle. Cont; Better Builders . . ' /. `. " � / ~ | ` / | . r~ . . 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 r. ASSESSOR PARCEL NUMBER 28-480-001 ZONING A5 BUILBAKiGPERMIT OWNER DAVID &CYNTHIA DALHY TELE E SO. FT. OCC. BUILDING VALUATION CONT 6,500.00 OWNER'S MAILING ADDRESS 1605 10M HONCUT RD OROVILIZ CONTRACTOR'S NAME BETTER BUILDERS 9--2574 , CONTRACTORS MAILING ADDRESS 5263 ROYAL OAKS DR Fireplace CONSTRUCTION LENDER UNIWOWN Total Valuation $ 6 SOQ,00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 90.40 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ i BUILDING ADDRESS 1645 LOM ItONCi1T RD PERMITFEE $ 110.00 PLUMBING PERMIT Filing Fee 20.00 OROVILLE Each Trap 7.00 LOT NO. SUBDNISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑Y Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer _F§_FG 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other b Describe Work: DEMOLITION OF 3 BSD, 2 BATH': — Mobile Home W 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Main Service500V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. /y License Class e s,..,+,,,:, Lic. No. 3e� A' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BUDS. ) SO. 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 / POWER APPARATUS \ 8 SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FXTURES ) 20 @ I.00 BAL .50 Ex. Occup. (oFIXEEDTs PLNS. EA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: El' I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 51. MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE S Contractor Policy Number (The,above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or -less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ 'any person in,.any manner 'so as. to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions 'of section 3700 of the Labor Code, I shall \forthwith comply with those. provisions. + _. X Date .� •,�� -9L --_ Signature 'of Applicant - ❑ Owner © Contractor ❑ Agent An OSHA permit'is required for excavations over 5'0" deep and demolition or construction 1 i of structures over 3.stories i'n .height.. , .. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC I CONST. TYPE TOTAL FEE $ 110,00 HAZ. 1 D. FEES 'IMP I FLOOD CDF' PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have :- B y -§-/ PERMITEXPIRESON the applicable provisions Resolutions to do work been aid. P //,�,, 'Date 2 zh /2 Z 9 (Date) Receipt No. 1%899 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT F � COUNTY OF BUTTE- DEPARTMENTO' IELOPM,ENT SERVICES - BUILDING DIVISION • 7 County Center Drive - Oroville, rnia 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATI "��°'�� PERMIT ASSESSOR PARCEL NUMBER 28-080-001.;, ZONING � . 5 BUILDING PERMIT OWNER DAVID & CYNTHIA' DALEY TELEPHONE SQ. FT. OCC. BUILDING VALUATION CONT 6, 500.00 OWNER'S MAILING ADDRESS 1605 LOWER HONCUT-RD OROVILLE CONTRACTOR'S NAME BETTER BUILDERS TELEPHONE 589-2574 CONTRACTORS MAILING ADDRESS 5263 ROYAL OAKS DR Fireplace CONSTRUCTION LENDER 777TU !OWN Total Valuation $ 6,500.00 Filing Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ 90.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1605 LOWER HONCUT RD PERMITFEE $ 110.00 OROVILLE PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23,00 Water piping 15.00 USEOFSTRUCTURE SF EK Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IQ Describe Work: DEMOLITION OF 3 RFT)_ 2 RATH Mobile Home IS I GI W1 920.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filina Fee 20.'00 Main Service / EGOV OR LESS 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I( affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class ClANAw w% Lic. No. 1.2 -1-? OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. ) 3.50 FT. SO. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 S ( POWER APPARATUS ) 8 SINGLE OUTLET UCIR Ex. Occup. ( OUTLET OR FIXTURES) BAL 20 @ 1.00 � FIXED APPLNS. OR Ex. Occup. ( OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 F_ PERMITFEE g Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: el have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. insurance carrier and policy number are: My workers' compensation A Carrier Sfw%,� r. MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE S Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date ,2 -�?? -9L lcant - ❑ Owner 1� Contractor ❑ Agent Signature f AFis An OSHA ermrequired for excavations over 5'0" deep and demolition or construction of structu es over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 110.00 [of HA2. I D. FEES I IMP I FLOOD I CDF PARCEL I PD HD ISSUE his permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. -- By ate ©a 2 hi PERMITEXPIRESON 2 ?/I (Date) Receipt No. 190899 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t. May 21, 1996 David and Cynthia Daley 1605 Lower Honcut Rd. Oroville, CA 95965 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538-7785 Re; Temporary Trailer During Construction Permit for AP# 028-080-001, 1605 Lower Honcut Rd, Oroville. Dear Mr. and Mrs. Daley, Your request for a temporary use of a travel trailer during the construction of your home located at the above referenced parcel number on property zoned A-5(Agricultural, 5 acre minimum) has been approved pursuant to Butte County Code Section 24-300, subject to the following conditions: 1. That the occupant has secured a building permit for a residence 2. Sewage / waste water from the self-contained travel trailer must be disposed of at an approved dump station. 3. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence. 4. That the house must be completed within the one (1) year period and the trailer dwelling must be abandoned. 5. That a mobile home utilities and installation permit be obtained from the Butte County Department of Development Services, Building Division. 6. Applicant shall comply with all other applicable State and local statutes, ordinances, and regulations. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Thursday, at 916-538-7601. Very truly yours, William Farrell,A.I.C.P. Director, Development Services Larry Painter Planning Technician cc:Building Division, Department of Development Services ,4 APPLICATION FOR SPECIAL USE PERMIT FOR TEMPORARY TRAILER Assessor's Parcel Number for Site O$A - 080 - 00 l Street Address of Site Cow ra U-1-) 1 b0S, )i o7 C"I" lf" Applicant's Name Av 4! A� Applicant's Address Me.3 110IIs F)'. Applicant's Telephone Number 599 -,A 57 f Building Permit Receipt Number 9G -08/7 (Show copy of permit signed and issued) Date Sewage Disposal Permit Issued EX \ S + ► G- V,�G (Show copy of permit signed and issued) I certify that the above information is correct and that I have read Butte County Code Section 24-300 on the reverse side of this application. Applicant's Signature TO BE FILLED IN BY PLANNING DIVISION Date Application Received Zoning Verified by Permits Reviewed by =� A Date Letter Sent File: "Mobile Home Permits - Temporary" with copy of Letter K.WomisWailor.hm Clinter 24 of the Butte County Code Temporary travel trailer as a dwelling unit during construction of a single family residence or the rehabilitation of a single family residence that has been damaged by fire, earthquake, tornado, other acts of nature, or has been deemed condemned or uninhabitable by the County, subject to the following requirements: A. The travel trailer may be placed for a period not to exceed one (1) year from the date of issuance of the Administration Permit; provided, however, the Planning Manager may extend such Use Permit for one six(6) month period. Such extension by the Planning Manager shall be done only upon a showing of physical or financial hardship by the applicant. B. That the occupant has secured a building permit for a residence. C. That the occupant has secured a sewerage disposal permit from the Butte County Environmental Health Division. D. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence; and E. That the house must be completed within the one-year period and the trailer dwelling must be abandoned. F. The applicant must obtain the necessary permits from the Butte County Building Division and Environmental Health Division for the travel trailer installation. LONGFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: 3 �U:�es, 7a4'`£y Vis. Address: Lwef- 44Naff— 0/a0 ill cG—v, AP#: Job No: C®g N3 p CG! T 7 MAY 2 2 1996 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 2540204 M Alpine Engineered Products, Inc. r Christian Chappel 8351 Rovana Circle °° 6 - Sacramento, CA 95828-2522 O om (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 2540204 M CD10! STANDARD JACK DETAIL SPACING 24" O.C. DEH-ECTIONCnITEnIA: 1.5X3 (LIVE LOAD) nAFTER SLOPES < 4: 12 A 1-/240 RAFTER SLOPES > 4: 12 < 12:12 - L/100 CEILING JOIST a L/240 ITIS THE RESPONSIBILITY OF TIIE BUILDING DESIGNER AND RAFTER \ -��rll TRUSS 17AO(IICATOn TO REVIEW THIS DRAWING PnIDn TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL SPECIFICATIONS AND FABnICATOn'S TnUSS•LAYOUT. 2X4 / 1.5X3 MAXIMUM CLEARSPAN --- —� 2X4 HEI.1-FIn STANDARD -nl_OUInED IF RAFTER NOT CEILING ,JOIST SUPP01'ITED AT END RAFTER SLOPE 4:12 RAFTER SLOPE > 4: 12 DUI' < 7__ 12 CEILING JOIST LIVE LOAD (PSF) 16 16 30 30 16 16 30 30 I DEAD LOAD (PSF) 10 15 10 15 1p 15 10 tri 5 o. ) DURATION FACTOR 25% 25% 15% 15% 25% 25% 15X 15X 1.00 f • j SIZE GRADE-41AX1r•M cLEA11 SPAI.1-- --- -- ---- - - ----- 2X4 YI FL 9-2-0 0-7-0_._..7_11 0 _ 7_5-0 ..--..._.... 13-11-0 B-4-0-- 7-10-0 - 7-5-0 2X4 SS FL _ 9-6-0 0-H-0 1-0 _ 0_5.=0 -.. B-0-0 9-3-0-- 4 -�-�- ---n_2_�(__.. �.._ 10.:0.- ._. .._.-. .--.970:-.0 _-... CA .2X6 #1 FL 13-4-0 12-6-0 10-9-0 10-2-0 12-3-0 11-6-0 10-9-0 10-3-0 13-11-0 Cr - 2X6 2X6 SS FL 13-11-0 13-1-0 11-10-0 11-4-0 12-0-0 11-11-0 11-4-0 10-10-0 13-11-0 Its— FILT,T P- ALPINE rl RL U fl, - n r. v 17.0m_ --A x MH x IMPORTANT A'p"'F brll((IEU 1'+YI111w 1S, lu., IINSSES IEU11111E Ew111f11E L'ME Q� �0/� (ICF 11992--90913 0 0 0 0 xx WARNING �o r� slue. Intl 11E IE sI•W MIIAE fowl All'! 111 11AI OL IIVS, fOCCllnll Aun Q \ � y' fryl 3 i�-- 11r11 C=3 Eo DEVIAllnn Fra" lifts u(slrll OO 1111!( 111-cc1/IcAll(Is,1 all All( @1ACIIIG. SEE 11111.91 Of Irl. SEE lilts 11(S14111 �� C DATE 02/17/9. O O rAl\OIIE 10 OVIEO IIE MISS 111 Cur91VU1L'E w1111 0!100 of 11'1. IWI Alwlllll■IAl !1'(CIAI, 1'f IV/A11F,111 1111AC1110 IE C� T)hW CDIOI C=3 -_1 A\►IIIE C(ArC1011s ARE IlA9E Of 00411 41AIV. sills. NE111110 ASIN (1111E11(Rls. VIA.(SS 011rIWISE IMICA1fil. 101' r ■'1 JACK DETAIL c Ep Ar/s Ln s t■411111 As 110110, A,4%v rlw■Ilcllwls 10 (well FACE 1Y Cullp 514\L UE lA1ERA1.1 r n11Aff.11 M11111•Iww•(n 11Q.;,coasaas r CA -ENG JS EJ =�% In1/ss Ala WI\eSs 0arIIWIS1 IOCAIfII 011 IIIIS OISIel\ 1105111+111 EV AIIACIf.0I'UNMIII MO. AJ 11116. 9011(1 elw1+111 * E►D.'61a91 C9uccl0ns Fla allwuws 110, Is0 i 141sA_r. 11(!14111 SIAMAlus will$ riww'EIIY AIIAclrO OI41111 CEILII At -- SE( OO COIr0/V1 w/AP.An\E uwlVlflnlls Of it, C Irl. All Uwlllrfn•S 11.1111E UCIuICAL (A'11A11 IUV911 fun riwrn Sf AI Oil 11117 OAA111o6 A1s'\IE.! 10 111E flww•urlll Ofr ICIEO IIIK p1IVAII. AI'IS.ICAIIIIII. f111■1ISIl A CIO -l' of Ions ��,� b UI WAY, 114 {1141. 1■11 9E 11L\1111111'Iwl 111 All( U11r0 NAI, 11(slrll III R4 unrs unrinn elwftnl.r.nu'• or �Rl\1�� f-1 1.�1 l-1 1-.1 fel 11=1---.L1.Al-. _--_.-_-.__-___-...-. _.. __..-� !•-11'1 - (1■1l5 1'1 Alf IIIS111111 f, 1111: - 1�'ll IlAllllll�l 14•{11.11 •�l'1I:11 Icklllnl to. 111111 4111111 Clvllmlmlr.111111 •• ;`•, •, -. .. .....__._-._.. _.. _.. _.._ 1 - n C (n X) to to N `V Max. SYM ABOUT TYP..NOTCH @ 2411, O.C. Roof Materia)\ f-- Outlo/oker (T) DETAIL 'B' Gable end --- Gable (G) Gable end design based on 75 MPH Detail "A"-� End wind load, exposure "B" at 0-25 Ft. mean height. 1A 2X 2X Ledger -- f I Max. (C) 1X4 continuous lateral bracing for 12" Min. brace (strongback) member longer than �� Outlooker 72". Attach at midpoint of each brace 24 Max. Strongbacl W/2 -8d common nails. braced at 55" O.C. TRUSSES (Si) N BRACING DETAIL 1 / (M) (0) Option to web plating: -use (3)-2 I.2X4 HF #2 or BTR wire staples (0.072 Dia./15 GA..) toe - (G) ' Strongback brace nailed thru chord into web & thru web i into chord on one face for a total of Varies . 6 staples. (P1), (S1), & (II1) must be plated. (1D109 ,••• Detail urn 16"0.C• I (N) E Max. I (T) Refer to Simpson Catalog C -94H-1 for product attachment specification (attach Ledger A35 in F1 direction). 1 * Max. Web Length 1X3* 2-8-0 2X4* 8-1-0 trongback 13-6-0 ALPINE ENGINEERED PRODUCTS. INC. * *IMPORTANT * * TRUSSES REOUIRE EXTREME CARE WARNING nail to ledger t VA3 (1111 SHALL TOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESTGt OR MESE SPECIFICATIONS. OR ANY 12t1 O.CJ �. OUTLOOKER -O K Ledger 7-9-0 CRITERIA (nail to vert. — H3(K) ��� w/2 -10d nails) — Gable DETA I L ' A' • Roof Materia)\ f-- Outlo/oker (T) DETAIL 'B' Gable end --- Gable (G) Gable end design based on 75 MPH Detail "A"-� End wind load, exposure "B" at 0-25 Ft. mean height. 1A 2X 2X Ledger -- f I Max. (C) 1X4 continuous lateral bracing for 12" Min. brace (strongback) member longer than �� Outlooker 72". Attach at midpoint of each brace 24 Max. Strongbacl W/2 -8d common nails. braced at 55" O.C. TRUSSES (Si) N BRACING DETAIL 1 / (M) (0) Option to web plating: -use (3)-2 I.2X4 HF #2 or BTR wire staples (0.072 Dia./15 GA..) toe - (G) ' Strongback brace nailed thru chord into web & thru web i into chord on one face for a total of Varies . 6 staples. (P1), (S1), & (II1) must be plated. (1D109 ,••• Detail urn 16"0.C• I (N) E Max. I (T) Refer to Simpson Catalog C -94H-1 for product attachment specification (attach Ledger A35 in F1 direction). 1 * Plate Max. Web Length 1X3* 2-8-0 2X4* 8-1-0 3X4* 13-6-0 ALPINE ENGINEERED PRODUCTS. INC. * *IMPORTANT * * TRUSSES REOUIRE EXTREME CARE WARNING (S1) I\ (1111 SHALL TOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESTGt OR MESE SPECIFICATIONS. OR ANY �1 fll 7 -9 -0t6 -O K 01 & Better 7-9-0 6- rr, o 0 o G CONTINUOUS SUPPORT FOR ADDITIONAL SPECIAL PEBNAIENT OnAC111G RE (P1) Peak plate to match common trusses.. NOTE: This detail may be used for (S1) Splice plate to match common trusses. trusses with pitched B.C. also. V (III) Heel plate to match common trusses. (K) Spacing for 114 = 56.0" O.C. a r 93 93 O G Span to match common trusses J Plate Max. Web Length 1X3* 2-8-0 2X4* 8-1-0 3X4* 13-6-0 2X4 F.G. lumber grades Max. Length without bracing (N) Max. Length W/strongback brace (S) STANDARD 5-11-0 11-10-0 AAT -E - 05/66/92 C OL 15 . 0 PSFg ALPINE ENGINEERED PRODUCTS. INC. * *IMPORTANT * * TRUSSES REOUIRE EXTREME CARE WARNING 'CA-ENG'FM �. i , 9 T.LO. 50 .0 PSF I o C= O G SHALL TOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESTGt OR MESE SPECIFICATIONS. OR ANY �1 fll 7 -9 -0t6 -O K 01 & Better 7-9-0 6- rr, o 0 o G FAILURE 10 BUILD THE TRUSS IN CONFORMANCE MIIH OSIBB BY IPI ALPIIE CONIECIORS .j REV 15.6.5 tSCAI_E{ .' 0.:5000 NOTE:.' CHORDS TO BE 2X4 FIR -LARCH 02 MTN. AEF' 40532-•,R427 SEON-- 50006 AAT -E - 05/66/92 C OL 15 . 0 PSFg ALPINE ENGINEERED PRODUCTS. INC. * *IMPORTANT * * TRUSSES REOUIRE EXTREME CARE WARNING 'CA-ENG'FM �. i , 9 T.LO. 50 .0 PSF I o C= O G SHALL TOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESTGt OR MESE SPECIFICATIONS. OR ANY IN NAIOLINO,• ERECTION Arm BRACING. 1110-91 TPI. THIS OFE S ? SEE BY SEE DESIGN o 0 o G FAILURE 10 BUILD THE TRUSS IN CONFORMANCE MIIH OSIBB BY IPI ALPIIE CONIECIORS FOR ADDITIONAL SPECIAL PEBNAIENT OnAC111G RE O G . O O ARE MADE OF 20CA GALV. STEEL MEETING ASTM OUIIIEMENI7. UILESS OIIERMISE IIIDICAIED. TOP O [� G G A446 CR A ExCIPT AS NOTED. APPLY COl#4C10R6 10 EACH FACE OF C11oR0 ShALL BE LATERALLY BRACED MIM PROPER V iCm ALPINE C= TRUSS Mm UNLESS OINEPMISE LOCATED Ott 11115 DESIGN. POSITION LY ATTACHED PLYNOOO SHEATHING. BOTIU14 CImRO a r O G CONtECIORS PER ORAWINGS 130. ISO C ISOA-F. DESIGII STANmAPOS MIIN PROPERLY AITACIEO RIGID CEILING -- SEE %i0, C043845 `- O C= TRUSS CONi0/1H M/APPLICABLE PROVISIONS OF tOS C jPi. Mt ENGINEER'S ALPIIE IEq LAICAL U'OAIE (7/1/911 Fon PnOPER * t `� 6�9% E.g. o C3 C= G G O O SEAL ON INIE WUNIIO APPLIES TO 116 COMPONENT DEPICTED PERE IN ONLY. ANO UtALL 1101 BE RELIED UPON IN ANY DINER MAY, DRYWALL APPLICATION. FURNISH A COPY OF IHIIS OESION TO TIE TRUSS EnICTION Cot11RAC100. 4 --IPI TRUSS PLATE JUSTIIUIE. ImS - 1991 NATIONAL OESIF,NN SPECIFICATION FOR WOOD C0N51111tC111U! i .j REV 15.6.5 tSCAI_E{ .' 0.:5000 DESIGN CRIT: UDC AEF' 40532-•,R427 TC LL 30.0 PSF AAT -E - 05/66/92 C OL 15 . 0 PSFg Of1WG :CD109-4 OL. (U) 5.0 PSF _ 'CA-ENG'FM �. i , 9 T.LO. 50 .0 PSF 0/A`LEN. VARIES ITCI•I VARIES TYPE GABLE END R.FA— C 1, 15_IP . I)ACING --. — — — - t 1 f 1 - --• _ 1 -• - ` 7 1' - + T"`+ -r 17 i + 7 .t. ;---t--�-+-�- t-.'- .�-- t+.. L -f• - - T T - - - t - r I I � 1 r Bwwei,;e a �+� 1- • ' . -_ .�- _,. �..-+-� •bid -2 �$-1-�. ' �. _�.. _ 1 ► 1 1 I t+ 4--4-. -+ t t1--7 +-'-• '•i -r1 . -i'_ -•�-. - r i- If-- � 1. _lj_ - }f{- +_ + I r � 1 - ` i 11- 14 , �2 I + J± 11444-ttlit-4- �4t -�-Tl I#41 t I- t' {) ab: (8TRDAI--9TR BLORS DAILEY) / T-1 MOND HIP 17'S81 OP CHORD 2x6 FL 02 :T2 2x4 FL 01: OT CHORD 2x4 FL 01 WEBS 2x4 FL Standard ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE .3.3. .ONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS iESIGNER, PLATE MANUFACTURER NOR TRUSS FABRICATOR. PERSONS �_4WESSIONAL ENGINEER RETRIJSSES ARE. GARDING CONVENTIIOONALOFRAMING. Y A LOCAL ` (OTE:' REAC IOR�NIAA & RRESPECTIVELY3 ARE R 01 CALIFORNIA HIP AND 03 CALI THiS (me. PREPARED FROM COMPUTER INPUT (LOADS C OINEHSION51 `.a18HITTEO BY TRUSS 31FR. t'1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE > REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. c #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. 7D USE THIS DESIGN FOR COMMON HIP TRUSSES Q 24.0'04:. EXTEND y SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 1.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE *FLAATTACHWITH22--16d NATH ILS HEM -FIR KDIAGONALBRACEEBRACE PER HIB -91 . 13.2. FIGURE 33, OR HIB -9i SUMMARY SHEET (FRAME 3 THRU 61.OR CA-HIPSIU DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY a- 01-05-00 FT. oc.. 0 IN LIEU OF RIGID SHEATHING: w TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 2-0-0 9-0-0 9' J OVER 2 SUPPORTS R-624$ W-5'8 R�753� 4lai`8 • R3=247A R3-461@ T ITr - A rare 20.0 `��C1 OL o I� o c c o MXIMPORTANTMI= t v "at me v= �°0E`t WARNIN 71G"�. ON� �Q� C=ATRUSS MUTtOK FROe THIS MUM OP Tm= MCtF)CArICM ON list rsucI s. HE M"I 01 TP). 3EE 1143 OrSIGO PSF T.LO. PA1 LOG 10 UOILO TN TORM IN WWW"CE Yf 1N 091219 ST 101. FOR A001T1Wpl VCCIAL MWAAEnT PAICIW RE �7 1.25 40114 CMMIOIE ARE NAOC CP �A Mx. STM ICUD* AS" 9lIPS."tS. IIOPSS OfIf"'StlYIHCX'Mfop SEE ABOVE UM G9t a CICEM AS POTED. APPtT CAL*MCtoos To Etta 1ACE o► Co a SOALL K LAIEOALLT WA�O n1K PROPIP Tris A'D IAAEA I EWSE LOG1W ON nns 0Es1G1L POUT30H LT ATTACIEO PLTIIO�O EIEAMPIO. EonUK CHOPPr_ CUILIUG — IN 63COPMWY/AP(LlgkWPIMTM%TONS CptZCTOPS RK QOAAltf�4 190. lE0 C IAOA•i. MKSO STA)DAPOS 111.1 POOK-MT ATTALIEO PIG10 * W'� CF NIS C rpt IU FmnT C1M% SFA Ws unI WVM aft ltti To OR C.W.1 W-PIC1fO tM ALP11E :ECNKCfl UPORIE (//1/O1) ►rtpPMPCA�1 URt11ALL/A1I(0111011or rini 1CtnILT. tT0 sma Nor nE nota wn 10 wT nutR mi. uesrGK w ne tomm mweii0n tanin wan G G Q C7 T7 C7 �_ -.... _ ....ee .. nr vwrnw .� . I�nl .IA111091L Cosh." 511tell n:Af Tt10 r01 XC17o C0,51P0"I(W T� TC LL 20.0 PSF OL 10.0 PSF OL 5.0 PSF LL Ic 0.0 PSF T.LO. 35.0 PSF OUR. FAC. 1.25 SPACTmr, SEE ABOVE 0 N� r UILEY3 / T-2 TOP CHORD 2x6 FL •2 BOT -CHORD 2x4 FL 01 WEBS 2x4 FL StanCard CONNECTOR PLATES OESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 1 THIS 0114. PREPARED FROM COMPUTER IWUT (AADS C DIMHNSIONSI SMMltl ltu UT IMM'3 Pwm- - 0 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT !2949. a en A R16ID CEILING OR CONTINUOUS LATERAL BRACING AT 72.000 O.C. a INST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ro IN LIEU OF R1610 SHEATHING: v TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACEO to 0 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. m OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.C. 2. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. N 0 0 m 9. OVER 2 SUPPORTS I R-4630 W-548 R-287# W=1`B 7Z T TYP.- LPINE 'RIT UBC A -/F Rev 17 WEE $0 0 • G O O O O O o d o o C O O C C= O O O O' ,O O O .O ALP IN O C= C O TRUSS G C O t= c= %7 P=7 1� IMPORTANT�t o1" cj7i1�`"ED 'n70i'L 7/0' stuLL 1OT 1 1SSD"1171" IDR AUT W1ttATt07 ?am un acucN am gHm F(uTlaa w AW FAluss 10 Ron TRl IMM iN VWVF t U W7 tog fora RV TPt. WINE CRt cmc APE mm Or 20"OALV. Sam wental ASTM AAAI DR 1 txWT As HOSED. ►PPLV INP04MICAS T9 CACR FILE OF TRRes AID 1/1RT0 CTIERRSE LOCATED QI TWO 41SIC . POSIT90M cmac"m pm 13mD6! in. tw i tRo&-f. REsm S1ARD110R C0~W W/A14L1ME PA0D1SJ= rs mS i TPt n Eti 3"M O • ON THIS CRUU6 ►PILICS ro Die CCWWZI 1 OCHMID 1031 W MY. ARD SMALL 1101 06 nMMO ttPW in AW211k§4 AAT. WARNING m- lll°11`E EM -112 CNIE Ilt Hmim UA MEC►IDR AND GP&Crm. IM HL"I of IPI. SEE TWO CMM 998 AO0111"L WMIL PVJI AW11 MZ 04 R! slom-QIITS. MLESS etwwmE INKCATM TOP 090 RIOLL PE tATEPULY EPA= WITH VAMP LT MACHO PLV'M 911"Um EOTT01 Cam rt01 P1t0>QRLV An"w" Rnm CEx w — SEI ALPRE Ug"E a IND►K. tI/1/91) r01 PPOPQO DRIVALL AFMIrCI1t1N. Ib MMI A talc( Cf INIB Oats 10 ax twit CPCG11al amrsuclun. QA ( TC LL 20.0 PSF TC DL 10.0 PSF 4j y � C DL 5. Q PSF C LL 0.0 PSF A. bp, 6i69T * OT.LD. 35.0 nPSF �Apv OUR.FAC. 1.25 FOf CAt SPACING 24.0 REF 8427--3S42i DATE 04/30/96 DAPI r.At1$e4ai 9BS2l5C8 CA -ENG E. D. ...IPI 1RI379L11[ ItL9t1P111F.. t[u' 1'YII tMIfOYq RFSIC7 sISCt1Cf,A11a>Rn RncO CasiluIC17:Y1 Job: I) / (BTADAI--BTR SLOBS WILEY) / T-3 FOP CHORD 2x8 FL 92': T1 2X6 FL SS: : T2.2x6 FL 91: WT CHORD 2x6 FL SS MESS 2x4 FL Standard :Ntil 2x4 FL 91: PREPARED FROM COMPUTER INPUT 4 Complete Trusses Required .'ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91, TABLE NAILING SCHEDULE: (804ox_nails) ro TOP CHORD: i ROW 0 S. o.c. v x.3.3. BOT CHORD. I ROW ! 6 o x . 'ONNECTOA PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE to REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING W 1EOUIREMENTS OF I.C.B.O. RESEARCH REPORT 92949. BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. i N} 10 PSF 8C LL CHECKED PER UBC CRITERIA. IN ADDITION APPLY (1) 1/2' BOLT AT EACH JOINT LOCATION. go )k tECOMWNDED CAMBER 3/4' AT MIOSPAN BETWEEN BEARINGS. (A) SCAB BRACE. SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 16d NAILS 9 4' O.C. BRACING MATERIAL TO - N THIS AREA OF THE TRUSS IS•OESIGNEO TO SUPPORT AN v BE SUPPLIED BY ERECTION CONTRACTOR. a tODITIOMAL 8 PLF TO THE TOP CHORD. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.50 '. (F) • REFER TO DRAWING 3.027, 999 FOR GABLE FILL DETAIL EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.72 ' ' IND REQUIRED BRACING. (to RECmeoED CONNECTION FOR,9-0-0 NOVO HIP& SDFSON LU26. SEE CATALOG C- SUPPORT• EAGABLE 95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED 1UTLOOOOKI� �ADTOISUPPORT O D NOT2TO EXCEED 10 PSF. MENBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM HEEL HEIGHT OF SUPPORTING !)Plat tap chord shall be laterally TRUSSES.) AECOMMMED CONNECTION FOR 9-0-0 MONO: -aced with properly connected L (0) SIMPSON Lu24. SEE CATALOG C -95H-1 FOR NAILING m n Irlins spaced at a saxim of 24 (- 35 ' 6' _( l5 - SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. C. 5X8 SUPPORTED MeMERS HAVE ID84TICAL LUMBER OUR.FAC. • SPECIES AND MWMJM HEEL HEIGHT OF SUIPPORTING Tft1JSSES. ) a•75 v 5X8 I 5X8 PLATES ARE 1.5X4 EXCEPT AS NOTED. fA 3X8 3X8 T1 pp 4(8 1 8 B 3 6 Bi e)2.SX4 s 6Xi 5X8 (A A IT 5X8 (A1) '!5 3 4X6HS412gX4 3X18 w 4X6 �� 3 0 + 0-0-8 44 81 ( 1w)- 9-0-0 0 _QTB 15-11-8 >ms :-iz 1.7-9-4 0-0-8 9-0-0 w)'. 7-0-0 39-8-0 53-8-0 3 OVER 2SUPPORTS I R-6059 plf W-1'5'8 Ra55099 W=5'8 (Hi L 7530 (11) I 755/ - -- -- 1Tr.- ALY N Y -I I'LlIz5ft 4 i f - A UA a o o E= o c= K* IMPORTANT**:: IAB E@i0J to ":»exFnD TQC. WARNING"'�B REarl1E En"SE CARE SNARL WT EE rti�OHTIBLE TDR on IA :IAIOL [R:. EPECT7011 An A DEYIAAQR Rm THIS ELS141 IR IMSE SKCIF NAT la7l. M ANY BUCINS. SEE MB9r BT IPI. SEE THIS OESII4� FATUIE TB RMLI) THE TRA7 IN O WVMWIE WITH 09198 II IPI. FOR MC T10H RL SPECIAL PER NERT W"CIG RC� ALP11E CUOECToyt AT! WOC rT 2014 Otte, SIZEt NXIM ASTM OIIIMUM3. ULESS OTWAr:SC UAItCATm Top 4446 CA B EATEPT As MD1E0. LPPLY COyHEZ M TO EACI FAZE K CM10 SMALL BE LA7EM:LT 6AACEA 9174 PI1 R4_T"S AM U"n OTHEPNISC I.00A1E0 w I= 0tMA POSITION LV ATTA0E0 PLTImOD SWAIMM BOII@t 00%0 LO1610 CEILING — 3K AiFLICAABIE PFUIISIOM 0i [R IE TP00 1 I. AN MI ISICH MEWS ALPMIF ECIMICAL WAP TEP 11 11101) 'rrA PWPEA III �Ap Nn a+uu wl BeUIS amillm lVS TV nucBlwlw Ill NNrlaril£cRCrA0.� O sPE /1 LLTnF 11CCI TR�55 CPEf.IIUI CC/I/RAL nPY OF TNES J C C7 [=1 fC _ .„_1P1 frJTSS PLAIC I1r111OrE HrCi • 17.ii IU 111IlAt IIESIOII SREC.IF [CAl ION FOD MOOD CIr15 NY1O1 I[fH 1 . ov 1 / JUD JLA - U. leou C Fy TC LL 15.0 PSF REF 8427--36432 T DATE 05/01/96 OL 10.0 PSF r r OL 5.0 PSF DAN CAEsa4z? 96121517 6 5 3091 LL N} 0.0 PSF CA -ENG E. D. ?DA _ f T. LD . 31.0 PSF OUR.FAC. 1 -25 SPACTNA 24.0' ft NTFAMK—BTR BLDRS DAILEY$ / 7-6 OP OP CHORD 2x6 FL /2 OT CHORD 2x4 FL 01 WEBS 2x4 FL Standard ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE .3.3. EGUUIICREMENTSAOFSI�.CSB.Q RESEARCHDREPORi29ACCORDANCE WITH THE OTE: EXPECTED VERTICAL AL LIVE LOAD AD DEFFLECTION - 0:28 ARMING: THE CONFIGURATION/LENGTH OF THIS TRUSS IS SUCH HAT EXTREME CAUTION MUST BE EXERCISED IN HANDLING AND NSTALLATION TO PREVENT DAMAGE. REFER TO HET -80 6 HIB -91 FOR ROF SE SIGNAL ENGINEERR..CA SOr SEEEEKING 'WARNING" NOTE BELOW. (W) THIS AREA OF THE TRUSS IS DESIGM TO SWPORT AN ADDITIONAL 8 3LF TO THE TOP CHORD. THIS ONG. pWAREO FROM CONFUTER IIEPVT (LOADS 6 0160SIO1S) SUBMITTED 6V TRUSS UFR. A s c RECOMMENDED CAMBER 3/8' AT MIOSPAN BETWEEN BEARINGS.CA (A) 1X4 i3 HENT -FIR DA BETTER CONTINUOUS LATERAL BRACING TO a BE EGUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A %S SUITABLE SUPPORT BY ERECTION CONTRACTOR. as Cn (U) 10 PSF SC LL CHECKED PER USC CRITERIA. •► N CONTRACTORS MARKING' " THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS o AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING to INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 0 --Lin n 4914 4X6 JAO 4X6 3X4 4X6 06 �9. 44.8• 9-0-0 (W) 17-10-0 53-8-0 17-10-0 9-0-0 w 2- - -0 53-130 OVER 3 SUPPORTS R-213# W-13'8 R-1965# W-5°8 R-1533# W -5 'B r ILT. TYP.- AL C= C= C= 0 o Co Gyiq G CG LC= GCM INE� o(SS r- n L7 CrJ C7 G:1 41'J *IMPORTANT x"LD a w,'o M Aw WAANIN INu S1PN0_i1m ESIECi M &W CETLAli09 FAIN TRIS GEAIGD 1R INESE PM3FICAI7043. DA OW ERI012. SEE M"$ 6# TFL. SEE IVIS DESIGN FALUY+L t0 @AILD ild IRKS IN CG7p01 wm .iiN ems it 7P3. FOI LFGti IDI•SL 6AECLll PCi AMST DDAtal21 K ALP11Z COKCTO0.q ACE KLSE CP 2= "LV. STEEL VEECINO AS21 OPDLFEVII. UICSS 0"L" rtSe tM CUM TOP AAM dl 6 [/LEFT AS tA1TED. ATDLY OWC-C10D3 10 [ICN FACE or CM19 MULL EE IATMLLT BUCEO 11TH OpmEa ISUSS AAO 045% 00E1.tGE LODIED ON tole Dtiliil POU73OR li ATrAn6D FLTVCCO SRIAINIDC. DOING Pala, COSZ1dQrO S AtIt OUTRaS 13D. LEO 9 SW -F. 11113161A STAtCWffi .ITR PFOIEFLT ATTACKO AXIS CSIL91C — SEE MWOM MIMICS= PRO.'LSIOIS Or IQS E :PI. AN FjnrtUR*s 40Lti 1fCIFIIUL UPDATE OIL/911 FOn PW A SEAL O/ MIS W411IG APRIES TO 111- CCWKntAT CFPICTEO SIM DWV,%tL AFRI ICA3IW1. fuMISN A CCP# OP blit IH 11LY. AW Si4LL 92I M PCLICO 001 IN A.f DI11A VAf. OfClr-4 ID 111x- OA15S moral CGiRRAClrll. Ice) -0, V 11.Jub___ �pFES TC LL 16.0 PSF REF R427--: DATE 04 • ,� �� TC DL 10.0 PSF ORW CMM427 .^ s C OL 5.0 PSF �o.G03615 C LL (U) 0.0 PSFCA-ENS E. E10- 694W7 * OT.LO. 31.0 PSF )r 1AriNR (II j��"iJJjj fn iio���� QPPA 24.0"` .roa (BMAI--STA BLOBS OAD-W / T -T BP TSC TOP CHORD 2x6'FL 12 BOTBSS 2xd L WEBFStandard : 113. W4 2x6 FL 92: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. ALL PLATES ARE 3X4 EXCEPT AS NOTED. (F) °SEE DRAWING A115/E FOR FILLER DETAILS. WARNING: THE CONFIGURATION/LENGTH OF THIS TRUSS IS SUCH THAT EXTREME CAUTION MUST BE EXERCISED IN HANDLING AND INSTALLATION TO PREVENT DAMAGE. REFER TO HET -80 6 HIB -91 FOR RECOMMENDATIONS. WE RECOMMEND SEEKING ADVISE BY LOCAL PROFESSIONAL ENGINEER, ALSO SEE "WARNING" NOTE BELOW. (W) THIS AREA OF THE TRUSS IS DESIGNED TO SUPPORT AN ADDITIONAL B PLF TO -THE TOP CHORD. w*OD NOT 'f I MM IrIa Mq VM FOR FM*** PLATES ARE THIS ONG. PAEPARED FROM CO01PUTER INPUT (LOADS t OINENSIONS) SUBNTTTEO 1BY TAUSS WR. r) a c (A) 1X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO w BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING m MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A Ab SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE m REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. CONTRACTORS WARNING: I~v THIS TRUSS IS DESIGNED TO BEAR AND/DR SUPPORT ADDITIONAL LOADS ►� AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. N, (T) PROVIDE CONNECTION FOR -340 UPLIFT. REOWIE DED COO LECTION FOR UPLIFT: 3-16d C01*fON WIRE NIALS TO BE NAILED INTO BEARING. SHIN ALL SUPPORTS SOLID TO BEARING. (T)I.5X4 A.UA.4 9-0-0' M. _ 1.5X4 7 i0 -05X4 - 44'8"17-10-0 _ _ 9-0-0 iw� I _ 1 2"5=F 9-5-8 i6-4-8 T 16-4-8 11-5-8 2-�O 32'7"8 --- j I OVER 3 SUPPORTS R-349 W -5"B R=2152#.W-5'8 R-1484# Wa5"8 - F FLI, i N E Sc r- u a o b c o 0 0, x*I14PORTANT*j(Atr11E IMIIEERM vwmct , toc HOT OE RESPOWNU FOR AHf WARNING," ""'w"' `RmE cmS1iALL IH AA ML7114 EFECIlO1 IND PSF PSF PSF C=ATRUSS CETIATTOII rm ,BIS OESIGS 03 ,NESE smmirrECAT1114 OR ANT EMM. ;EE ULS-21 BY 1P1. SEE IN]S OEM= CA -ENG E . D .. G136t8 FA1tOPE TO 601LD TIME IRIS :O C0 JFQPN11E.M III1W QSIOS By IDI. FOR AOOIT[ORLL SPECIA1 PERIatH1 SiLCDG NE PSF AtP1K 0@ICECTOTII ACE MACE or :Oa& BALI. SIM WWI 114 ASl1 pDDEX1TS. MESS 011 WI E 11O1CATEIA TOP G7 C7 b Q c=:) I•-1 A/I1 BR B EXCEPT AS HDIM. APPLY Sa111MI'OkS TO EX9 ME 9r IaSS PM uuES9 CrHe ESE LOCATED 011 T11T9 G W.J. PDACTION =Wc:3OOS PER GRW11O9 137. ISO S 16OA-F. DESIGN SIM MS CgiOW vXPALICAS E PRNISI0115 rr NOS i IN. 0 EMIDEERS ,EAI ICI flits cmui 9 APILIIS 10 rIE C01PD•®A IIEPIGI@ lila( A11[R EAT. IN O:Lf. ND VSALL NO1 PE HUED LMA 114 AN/ 0 CSOM SWL.L BE t.ATERLLLT IBM= TrTIT MWEP LT ARAMO PLIAIND S1O:A1111m O1i1OH MOD MITA Pt CPMT ATTACM RISIO CfILIW — SEE AL PW IECM CA1. LPGAIE 17/1/911 TOR RIVER IIRTMAI.t APR 1cAT[a1. ruwIS&I A caro or nus MUCH 10 HIE 1111.10WMI11A1 COHIRIC11111• .. IPE . 1RLS RAIL LI.^.11ILSE_ IM. • I -C11 IIAIIA4M OLv1GN AYf11ICA119R INR 110011 COISKJ,071104 - F v 3u Sc r- u a AQfFSS / TC LL TC OL C DL 16.0 10.0 5.0 PSF PSF PSF REF R427--36427 DATE 04/30/9( ORN CAUSA427 9612H CA -ENG E . D .. G136t8 C LL (U) 0.0 PSF T* 6309 * OT . LD . 31 .0 PSF cm%'�•'DUR_FAC. 1^2J 1111111 DAILEV / T-8 SP/TSC W-DORIER LOADS TOP CHORD 2x6 FL 02 ': 72 2x6 FL SS: BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standwd : W3 2x6 FL 02: : W4 2x4 FL fl: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. W SCAB BRACE,, SAKE SIZE. GRADE AND LENGTH AS NEB MEMBER- ATTACH EMBER, BETSUPPLIED BYdERECTION CONTRACTORR.. CINE MATERIAL TO S DWS. PREPARED FRW CONFUTER 2 Complete Trusses Required F NAILING SCHEDULE: (8d�tOx-fa11S1 TOP CHORD: 1 RON 0 " O.C. BOT CHORO: 1 RON 0 16" O.C. WEBS : 1 RON 0 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***DO NOT TURN TRUSS END FOR END*** CONTRACTORS NARKING: CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE THIS RUSS ILOCATIDESIGNED N5 PARTBIAR AAN CARES SUPPORT ADDDDIT�IAALL LOADS REOUIREMENTS OF I.C.S.O. RESEARCH REPORT #2949. AT INSTALLATION,TO ENSURE THAT,THIS TRUSS IS ERECTED PROPERLY. (U) 10 PSF BC LL CHECKED PEA UBC CRITERIA. WARNING' THE CONFIGURATIONILENGTH OF THIS TRUSS IS SUCH THAT EXTREME CAUTION MUST BE EXERCISEO'IN HANDLING AND SHIN ALL SUPPORTS SOLID TO BEARING. INSTALLATION TO PREVENT DAMAGE. REFER TO HET -80 S NIB -91 FOR RECOMMMATIONS. WE FECOW4EN0 SEEKING ADVISE BY LOCAL 4920 PROFESSIONAL ENGINEER. ALSO SEE "WARNING' NOTE BELOW. (W) THIS AREA OF THE TRUSS IS DESIGNED TO SUPPORT AN ADDITIONAL 8 PLF TO THE TOP CHORD. 9-5-8 THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL cYa CONCENTRATED LOAD(S) WHERE SHOwM• - -I- - -- — - - — 5.7Q TI - 4 (A) v -3x4 1aX1�a W4 6X! (B) THIS AREA OF TRUSS IS DESIGNED TO SUPPORT DORMER LOADING. (D) HISAREA OF F TRUSS 16 G. DESIGNED TO SUPPORT 6-5-0 LADDER (A2)�, ifs x,2.5 5X6 ^�7 .—..� 1 �91 338"IN 9-0-0 w. 17-10-0 17-10-0 9-0-0 w 2- - 9-5-8 16-4-8 15-4-B 11-5-8 53'8" J OVER 4 SUPPORTS FI -2890 W-5"8 R-4395+1' W -5"B R-3399# W=5"8 R=1830 W -5"B MT TYP, _ P _ Rev ii jut) s - o 0 0 0 0 ik O Qca+cGTEs Q cm � to � L1 **IMPORTANT* ..L FIESO,A°OUMITMY CETuIDU1 FPM Tele MS191 a DEN SPUIFIUARONS. CR ANT FAILIM to SURD 10r INISS IN C91H7 UM EITH DSM BT TDI. LLPPg cumcgoRt APF NAD! OF IOD& OALII. STEEL NDETIND AS1H aR s EzcEPT u NOTED. ArsaT eelrlECToas w oaa r1I� or TAIM Ata WLESS OINENUSS LOWIED vT Ims MSIVL PpStT20N PfA awrtla9 t0. 100 C laeAF. uslQ aTA/AAPDS VAM ICADLE IqW.-Ij n OF IAS 6 1 K. W DNUEER'S SEAL a IMS aPAgM M7LM TD ME COWMEW MUM .rPE IN 110.1. &111 MAIL rbl to IItLIto tr,ON IN AW DIMER,RAY. WARNING OL31 83EC � 6"Wn. SES "18-91 " IFI. sE= TNt9 DEsna FOO =WTIdUL SF&GTLL Paa eff WAS116 RE WFADVITS. "ISS WYWJUISE "Otrimn, IOr IwTo sINLL e� iAlEuttT ewcr1a vaavEE LT ArTApEp 0.T.CW ATAEAtBtat eo11O11 CHM atTH Rg71�PLY Ai1A:eQ0 R1GW CER817 —SEE I.LPDE TEEM11fJL 1FDAIE 11/1/911 0`00 PrdW/. OrMIAIL APrl.1CATIOA 1U P-191 A CaK Or U13% OrSIC.O 10 vIL MAI EIrcCI1U1 fV1ItNCIQ1. — �t�0 C py ��@ •(,oA 6i vM sI C(TT` ���� % Bio I TC LL 16.0 PSF TC DL 10.0 PSF 5. 0 PSF SC DLeRue LL(V} 0.Q PSF TOT.LD. 31.0 PSFcomm REF R427--36436 DATE 04/30 96 DRW cAusn127 9sf2t62f CA -ENG E. D. r. OUR. FAC . 1.25 SPACING 24 .0" --IPI . Itu13.'1 rum: UY..11101 F. Ilr - lixll Onl/cnAi OESIOa 5MI:IrIr.AIIIOI IdI NWB LCfSIWrlttn BP TSC 'OP CHORD 2x6 FL 02 IOT CHORD 2X4 FL /1 WEBS 2x4 FL Standard :W3 2x6 FL 02: DNNECTOR PLATES DESIGNED FDR GREEN LUHBER PER ADS -91 TABLE 1.3.3. N1 10 PSF BC LL CHECKED PER UBC CRITERIA. IARNIN6: THE CONFIGURATION/LENGTH OF THIS TRUSS IS SUCH :HAT EXTREME CAUTION MUST BE EXERCISED IN HANDLING AND . INSTALLATION TO PREVENT DAMAGE. REFER TO HET -80 S HIB -91 FOR 1ECOMMENDATIONS. WE RECOMMEND SEEKING ADVISE BY LOCAL *WFESSIONAL ENGINEER, ALSO SEE 'WARNING" NOTE BELON. (W) THIS AREA OF THE TRUSS IS DESIGNED TO SUPPORT AN ADDITIONAL 8 PLF TO THE TOP CHORD. ***w NOT TURN TRUSS END FOR EDD*** Tms 0116. I FROM CONFUTER INPUT (L t DIMENSIONS) SUB" JA) BEXEOUALLY SPACED BATTACHCNITMN(22)BdATERAL NAILS.�BRAIG TO CIING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. '3.p CONNECTOR PLATES RUST BE INSTALLED IN ACCORDANCE WITH THE RD REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. rn M CONTRACTORS WARNING: pi THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS — AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING fA INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. P. SHIN ALL SUPPORTS SOLID TO BEARING. go 1 5X8 33'8" P.1.9 11 9-0-0 17-10-0 17-10-0 9-0-0 W 2!-:0;4 9-5-8 16-4-8 16-4—B 11-5-8 — — 53/8' `I OVER 4 SUPPORTS R-3970 W-508 R-13480 W-5'8 R-15290 W-5"8 R=3360 W=5'8 0 0 o a o r= O C Ta O C OC= C3 O O G O C= cm o 0 oTRUSS o C� I= G d C1 O C'3 x*IMPORTANT*PaIA;to `; "a 04 ' wARNINGu"�� u; 17. 3U - 5 CEIIATIQI rIGA SHIS DMG9 OP T.ESE SPEw;c4T[%M GN RK SAM110. SLE HM -01 91 IPI. SEE rHIS OESICI TAILODE 10 10" ROL rp" an rgwOD11A1KE POTH OCTBO WWI. FOR ADDITl?ILL SPECIAL P"PINE4T YPCIAii RE A:P[PE =KC10112 APE MADE Or MA "Lt. 31M HZETDa3 A911 001PDplrE. MZS% PT[En11EB I101[CAlEO, t01 44t0 GN i EECFYT AS HD1E, APPLY OOW[DttAm r0 EAM FAL! or CNOOO SP%LL DE LAIE.DAL9.1 am= 0111 REM TNUS9 Au Mtn WpONISE "CAIRO Osf THIS DESTCIL POSITION tT ATTA&ED PL1A000 OWAMNS. 00118H CIPADD CO ESTEIIS PIP OPAI[IA;3 ISD, I-* E 1E1A•F. DESIGN SIOSIAPOS OIIN PDOL+pg.1 Ai TAMO PCCTO CEILPD — SEE CON;QP% O/APILUABLE P4011STCTfS 07 ►DS i TP[. A" EIDIRCIR'S ALPILE IE:UVICAL P TAI! (TA/OD folk MGPEA SEU AN W1 ONYba APPLIES 10 Irl COq07MI OW9CIED IEIlE DR"ALL A-14 IG110A fLRUG1 A Cr1PT P' (HIS :N DLLY. Alq ORAL Pm W PEL1[P L1W1 14 AW 011CN /IAT. OLSICN 10 fl[ RI rS LWC1101 4:0111PACIfn. X21-0. 'r !L 'D m t+ Rev 17. 3U - 5 tipfESS / �aC43646 TC LL TC OL DL C LL (U) 16.0 10.0 5.0 0.0 PSF PSF PSF PSF REF 8427--36 DATE 04/3C DAN CAM427 91 CA -ENG E. D.' 11111pl$11 Im 63097 * OT.LO. 31.0 PSF DUR.FAC. 1.25. 'r !L 'D m t+ Job: h / J3TRDAI--B7R aLDRS DAII_YI / T-13 BP/DQE/SIAD 11 -PLY) TOP CHORD 2x6 FL 02 : TI 2x6 FL SS: : T2 2x6 FL IH1:` BOT CHORD 2x6 FL SS :W2 2x6 FL 61: NESS 2x4 FL Standard : Wii. Wig 2x4 FL #i: ,r CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1, 7.3.3. r CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS r r u NG INSTTAALLLATION,TOATENSURE PTHATITHISRTCARE RUSS' IS ERECTED PROPERLY. (L)iE0010ErOEOCON ECTION FOR 9-0-0 MOND: SIMPSON U124. SEE CATALOG 1t -95WI FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIEDD. MEMBERS HAVE IDENTICAL LUMBER SPECIES AND WNIMUM HEMI. GHT OF SUPPORTING TRUSSES.) (H)RECOMMENDED CONNECTION fOR 9-0-0 MONO HIP: SINPSON LU26. SEE a;CATALOG C-95WI FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE Ir ,.. SPECIFIED. SUPPORTED wmr:RS HAVE IDENTICAL LURM SPECIES AND f4ININU+I HEEL HEIGHT OF SUPPORTING TRUSSES.) f (8) Flat top chord shall be laterally braced with properly connected t �! purline spaced at a naximm of 24" O.C. �i ({W) THIS AREA OF THE TRUSS IS DESIGNED TO SUPPORT AN 5X8. ADDITIONAL 8 PLF TO THE TOP CHORD. PLATES ARE 1.5X4 EXCEPT AS NOTED. 5.75C; -3X (S) P 3X4 2.5X4 9) B (B) THIS DWO. PREPARED FROM COMPUTER INPUT (LOADS C OINENSIONS) SUBMITTED BY TRUSS MFA, IA) IX4 /3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Ed NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH EMS TO A to SUITABLE SUPPORT BY ERECTION CONTRACTOR. w b CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE ru REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 62949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. 10 at (0) THIS AREA OF TRUSS DESIGNED TO SUPPORT 24% TOP CHORD OUTLOOKERS. ^A GABLE AREA TO SUPPORT LOAD NOT TO EXCEED 10 PSF. (S) SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB N mEn. ATTACH WITH w 16d NAILS 040 O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. (� -r- 13 (D) 2.5X4 N X6 4X6 (A 5x04 4X6 (A1) aA0 .2AA 3X8 5X6 0XLZBX8' 9X14 3X4 —9' •�-� -(G)33'5n48 1112"12--►� R-4916 K -3.81(H) } 755f 0 0 0 0 0 0 0 0 0 0 0 0 o Ta 0 0 0 0 I �ALPIN o 0 C= o o TRUSS o C7 C.7 C=3 = C•7 v 53'8° --- OVER 4 SUPPORTS R-602 Of W-14* fitz)LUR - S T • **IMP0RTANT**4P"`Ee'°'E"uD "'tmm "v WARNIN6°'��"x01"'� E'"'It--u G)0.il UNIT ISE AIOPOItSt,l! r4R ow IN WQIOq Etimms A90 tIEYlAnar FAt11 T11t3 C[S[R1 ao TtESE �0C11`1uT10,q ow"ll i[mc3m. SEE !08-91 By aft. St:! TNIs W31GII r"LUM TO 11LI" W TRWS IV COIFOWA1M d1fH "TEO 41` TPI. 1`151 AOOtllGNBL WRECTAt 116,101111 P FUCDO RE 4PO! QT 4=1ORS MIC rAM 0. 209A QALY. SITU HTETE14 AST" aKvVgVH. IAI.ESS OT1EtN11E 19DICUM "It AAS/ an 0 CIOMPT As OOTID. APPLY Cam"1043 TD EACs FACE OF t1Aia s/Atl DE LAILMAY PAM 1119 PP15FAI 111051 Arp W4,33 0T1FJMtSE L.KATED CN tit" MtEK PWrTIaN tY All"KET PLVWM VIAIMM 00%104 CMM OOntwcm PER artANOb3 130. m 1 160Af. DES Nil 5FARI A40S •ITP F11OPEtLY ATTACWA 111910 CFTtttA) — SM mOr0W1 tUAPml-att f—t31035 Cr TOS C IPI. lit Encim-m-a µPt1E IECt111tAt, umxlE wmt) rm monEll 'FAt Ort THIS TSUNnn galls To tU! anew AT rimmo /EOE GAINAu APT% ICA -114111. MMISN A COPY PF TnIS 1n VA.T. AIO SI ULL tool 9¢ PIU ED "" 111 ARC Ot ten NII. OI. " to tic $tALIS b"Tic" C154I11ACt1A. •--1Pt • RUGS PLATE InST1 iatE. IMS - 1901 PA11061L OESIWL SPCZWICAT IOD ran Neon CM11101Ct 1m 7-0-0 R=51396 W-54 7558 R-2866 W-5"8 I��DUR.FAC. 1.25 1 1vmAi-rur- 7.t n• 20 K r� TC LL 16.0 PSF IrAr- TC OL 10.0 PSF p C OL 5.0 PSF jo. C4384S X9796 ITC LL (U) 0.0 PSF _.... _e. TOT, LD. M.0 PSF I��DUR.FAC. 1.25 1 1vmAi-rur- 7.t n• 20 K r� 7n: (SMUI--SM SLOM DAILEY) / 7-14 MDHD OP, CHORD 2x6 FL •2 'OT CHORD 2x4 FL #1 NESS 2x4 FL Standard ENNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE .3.3. THIS 9"G. PAEPARED FROM COMPUTER IIIFUT (LOADS C DIMENSIONS) SUBMITTED BY TFKISS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE 30. REQUIP04ENTS OF I.C.B.O. RESEARCH REPORT #2949. c InN v -I- 8'10'6 1 OVER 2 SUPPORTS R -2891'4-i'8 Rl459M W-5 B - LPINE DESIGN CRITC 0 0 0 0 0 o O O O C =3 O d . G C= Ca O L7 O O G •. G ALPIN O C� C� �+ TR O O TRUSS � a O O C7 Q O C.'7 *IMPORTANTml`s "ORAm OEftAtteN T0p1110E 0[51011 M Uese SAECIFICATEONL OR ANT t nwe TS BLVA tK lams 111 CourowtOCE WIN OSTEs EY tPt. AL►D! C=RCTCAS AM YAGe of anA. Mir. 3TIZL I+SE1110 ASTR A448 AR E EXCEPT AT NOTED. APPLY C0v9tWM TO EACs FACE sF Tam Ala tmm ommmiSE !culla w THU DEttpL FOSITTUN CM*=MB PEv O uUmS 170. IW t UoAf. CEBiGN 3LLsyPDS OO 7 ru WAPPLtCAO.E F1OV1stCftS O/ IDs t TPI. AN ENOIOlER'3 —&L C/J 1,11E amlle Apft E0 f0 Rq: COIPONOIT DEPNCIED Will iN GLY, Ab Cl 4. ION 0e PELifD Out W INV 0! !14 )IAT. WARNIN 1Gm'q 110xE+TIMIG `AfQ 6"C04. SEE 11111-91 01 fPI. SEE TEIS 013369 FUt AWIT110" SPECIAL OF}1114ETJ1 0RIG71T. RI 01/11EMEYT:. ttaEss OTFFitAIA DDtdtn. 13P DOM 5ML AE LATEPALLY PIYDEO Ena PPIPER OITIM CH LY At1ACK0 PLTPOW P"11126. EPD 01111F=30PPCW4LT AttACHM ITD CEIL1110 --SEE N.PII! 1EVNIXAL UPOME W1/0D FOR FPWFU D9TPALL APPLICATION. fU011Su A COPY OF 111:1 CISIG" 10 fit IIWSS EOL'C11011 CRJIPAclat. ...IPI - IrtIGS Il AtA IIKIIIOIL Igtl - lM1 71AIItlNAL /1LSirg1 AftC.1111:Al IOq f01 PflYl fm4v.R11:1[UI - evu scA - �OfESS • C43845. Gip 630 A Cty1L TC LL TC DL C DL C LL OT.LO. ".FAC. 20.0 10.0 5.0 0.0 35.0 1.25 ----d PSF PSF PSF PSF PSF REF x427--: DATE 04/ DRW CAMM27 CA- NG E .0 11111[ijil __ 'i raUE�� SPACING 24.0- to os N s+ 171 I- EA jutc j81R0AI--8TR SLORS DAILEY) / T-15 BP MDHO TOP -CHORD 2x6 FL #2 BOT.CHORD 2x4 FL #1 WEBS 2x4 FL Standard 1` , d' CONNEC70R PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE „ 7.3.3. 1 1 THIS IMG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED 8Y TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE G REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. w (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. 7° s tv V m w • • Lv LIS vi 11'5'8 01 R-545# N-58 OVER 2 SUPPORTS R•377# W-508 L� r w Iv **IMPORTANT* W, I I - TIM 10 �E 11111ASTWARNIIdCT`" aLwa�E aic uo CATRUSS OEYlATta11 fmm Sim cmm 011 TIERrjFxAYh, t m 4t1 SPACING. SEE HI9-9t 9Y Tit. SEF r"Is 11-31.911 FAILUX 10 11OILI1 TIB Sax[ 111 WroPHNLi Pt;N 9SISO S1 T►1. FOR ADO[1101A1L SPECIAL P8a14Ht61 11RACl1AT III K►tl! (VKWM2 me rim or ROA OAU[. Stm 1EEr1Aa ASTMa1iPePEN1S. UR[cs 01110199! TADIpTE4 »vAAA- oA 9 DCE•OT IS 110711). APPLY caRocu 1 To EACH rACE or CHM SHALL to lA RALLY 11MEO •[TII PRgER =3r1oA3IUD U4XS3 ODIEPOISE IOCATIO Or Tuts tics[?^ MI1109 LT ATIASAW SILVIA Q1 SICAIPR6 91111tH VWAO C COOLToli9MnaAIfIULS1111.ISDCIiOA-F. CE31it CTALOUMS ■1711 FOOFFMF AISWCO A16[O CFILiC6 -- SEE 0110011[1H/Vj%.]"H.EPH11it31"aFWSLTPI. AU EOariEtll'S ALP[HE TECHNICAL 1110M 11/1/911 FW 10W.0 O St•AL 41 ^IIS IWA11111G APPLIES TO LE CM41VIUNl Cirttiro DUE 1111VUL1 At47.IM110O t111alI%l A COI Ur (1119 1N tl111. AHO SIWL qIT R 101119 VPOt 111 ANI 911CA 11Af. resins IO rte lift* 011clica ctfll9AC1WI. C-= C) L -3L M-1 C7 _ .n..c .. T;T rua111utE_ IIL' . 1991 N41111114I. [^7'.1101 SF'f C It l LAC 14111 i an HIND COIL.1 r41E I I atl j IS Rev 17_._3u6 SCALE` ,IOIU 013843 DP 43W * CIYIti ��! ;1)t •_1UE�� TC LL TC OL C OL C LL (U) OT. D. DUR . Fac . cner_Tnir, 20.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 3510PSf 1.25 24.0 REF 8427--: DATE 04/ DRx cAUBR427 CA -ENG E. 0 lilllll�i 111 lid - b6: ISTRDAI--STR SWRS OAILEY) / (SSE) 7-15 DTC/SSE TOP CHORD 2x6 FL 02 : T2 2x4 FL 41: TOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard ' :ONNECTOR PLATES DESISNEO FOR GREEN LUMBER PER NDS -91 TABLE • 1.3.3. NOTE: THIS STRUCTURAL GABLE TRUSS IS DESIGNED TO BEA ED ON AN OAT 1 ENCLOSED BUILDING AND HAS 120 Q(MMXERS. GABLE FILL LOAD NOT TO EXCEED 10 ASF. (K) 2X6 TOP CHORD FILLER BLOCK. ATTACH 70 TRUSS WITH HEE-. PLATES 94M PLUS 2X4 PLATES AT 240 0. C. i f'-•• AVA 6*6 r; • t i l , . I 3-6-0 _ 3-6-0 fi-0- 3-6-0 3-6-0 THIS [1110_ PREPARED FROM B OI11 wloNS) SIM[ CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REGUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. 7. _I OVER 2 SUPPORTS ) R-4911 W -3"B R=49111 W-3"8 9' Tl� TM.- A PINE T L)BQ CA1Q1-tAQAwJ-1F REV 17,3U5 SCALE ■ U.O000 C= [� [� o [� t� — vmwf L-PEo m w m ll6• *KIMPORTANT**11SAU InT DE 0EWlWUFLP Fag uu WARNINgwms P111UM EXP1EW [%IkE a wnxfta Emltn+ AM �I� TC LL 16.0 PSF REF 8427--36435 0 0 o t� MVEAl:o7 FEN TRS CESTa OR Mw 30CCSFLCATIM OR un 99ACDa. SEE Ma -91 DT TPt. SEE 1915 OES GN TC OL 10.0 PSF DATE 04/30196 o e o o rams TD tuan Tot 1a1S1 w Gwoftam mini osr99 a0 TPt. rco Aminela spacut FEW&Ltut D"ACL'Al FIE T" � CDL 5.0 PSF DR11} cAttsR�z� 9s1z�s2o c o o =3 ALPDi CCl' CTW4 419 UADE LY 7DOA OALV. 9TUL M219M AM A44 DD E MPT AOPLr CO`MV162S 10 £1911 FACE CF 41JUC4 Ot]_ trIM OTHEF SE Da1CATED, Tor 011 BULL e_ LATEDKUI nDA"o 9901 Pps'ED .cw15 0.0 E. 0..' 0 0 o e= C AS TOTED. C LL PSF CA -ENG o ALP IN C 11 M IUD W&ESS OrMtWt LOCATED On 1115 OESIsx, rowttTv CTN9LClONS K9 oursum l", 17D 0 1E0►4. OLSTGR STAIQ11O9 LY aTTaCwo PLYW000 smuloor. smog 091DD It119 PPfii0.T All LL1E0 11709D MUM ^ SEE ye y M 6M% '� OT . LD . 31.0 PSF JJ pp fln 1 v TAUS OWUN N/APPLICCkE PWOL12a OF Mn C TPJ. I1 E1G91FS'S SEAL 011 1-313 CM9140 AP1l1U to At CC�FCttrAl 1YP1C1ED WIRE A1f114 9EGH9CJL OrDAIE II/lMl FOP mtrEN OPY9AU APR9U11011. CURUL511 A CD1'Y tP TIl[S 7� CrY'�C \�' DUR.FAC. 1.25 I ` •� In ct&# ago STALL wl DE PEL[to We" Ib Ai1Y UTIIn MAY. Ot1[G! 10 11! 19111991 La[L/1111 CttnPbClgi. •�j n T911��0� cner7Nr. 24 . 0' .JOD; fBT80Ai—BTR BLOBS DAILEY) / T-17 SCISS TOP CHORD 2x6 FL #2 BOT .CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LuNBER PER NDS -91 TABLE 7.3.3. 2.5 THIS ONG. PREPARED FAM 1O71AUTER INPUT ROADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR CONNECTOR PLATES'IMT BE INSTALLEO IN ACCORDANCE WITH THE REOUIREHENTS OF I.C.B.O. RESEARCH REPORT #2949. 33 a 7u v !- 70 R -2R-269# W-38 --� OVER 2 SUPPORTS R=2690 W-3'8 B. TV? - p E� o I= E� o o L= Q C= 0 p O C= C3 O p Cl G G G C= C=3 o ALPIN C7 G G o TRUSS C1 G'7 C=3 C=3 C7 4=7 C7 x*IhWOfiTANTiE1 ZK%xL NOS A W_VgM90.00ECFM AN( Wn ATION SMI, =3 OES141 CR 0.*% SPEWFSCAT long. 0% AM PAILUM 10 a1111.0 114 MISS IN WFOW?NCE NT1N 9STW 1r CPSIA oo"mieag APE: nee or 2064 OALY. SFECL PEE11Au MOO "AS OR 0 EICEPI As NOTED. APPLY C01MICIPS TO 00i FACE OE rhes A'1D LxlE91 OIREN11Ise 1pGtllo ON 1026 OCSTix PW EION COI?BTOPB PCN oNagil" in 150 i 11501,4. oE9[ON 1/AIA7A11!>g CW1oAA IT/APILICAILC PMV13K1L7 OF NOS L IPI. 111 EUOt1EFAi'S seA[ O.1 INit a min APPLIES To n¢ CCMVii N1 orriCiFO tleae ON 1N.LY. AI@ SHALL IYIT oC ITLIED t"N IN Ant 011CR NAI. cmz WARNING"""!I14NU. ER C1 04 era LRACM. SU 1Eo-Ol 9r TPI. _U TNES OEMon "M AODt11O'0L POCM KRVAAFAf eA&CTNY PE cliMpEIAs. MOMS STKCNIM 111111GtTE'A TOP CNONO 5PAt EE IATEAULf 10=0 911N: PROPER Lf ATTACHED PLfNOW SOEATH111i. 10"w � Y2TN PsN'EPL7 IT IACKO R1C70 Ci lL[RO ALPUE T£CMIICAL UPDATE L//1/911 FOR MOEN OMk%L 01MLLCAnl1O. Fu:13. A eOw tr Ons OtS1G11 10 TPL 04159 LSOC13UM CIAIIIACTM. ..-IPI • IPCS5 PLATE IILITiP1F_ rus 1%mL MI If11UU. DMIGII 5P1CI1(CAI [ON ION Nt1O0 CN4111=11011 PSF PSF PSF PSF F5F TV? - p Rev 17.3ub sc �afESS Py cme ftp 61651 IT TC LL TC DL C OL C LL OT. LO. OUR.FAC. 16.0 10.0 5.0 0.0 31.0 1.25 PSF PSF PSF PSF F5F REF 8427--36 DATE 04/3( ORw CAUSR427 e CA --ENO E .0 . to m M 117 A. - En En A+ ED 12 --� 4 or greater SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trus3es. 3ottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Cross bracing repeatec at each end of the building and at 20' Intervals. Top chords thet are laterally braced ce n buckle together and ccuse collapse if there is no diago- nalbracing. Diagonal bracing should �e nailed to the undersic a of the top chord whet purlins are attached tc the topside of the top chord. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir TOP`: CHORE) Continuous Top Chord -0 11M TOP CHORD DIAGONAL BRACE'; Required MINIMUM :LATERAL BRACE SPACING (DB6) SPAN PITCH SPACING LB #.trusses Attachment Up to 32 4/12 8' 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'-60' 1 4/12 1 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir �ry Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required � t 1,\egg r N-45' 32 0' a PITCHED TRUSS WARNING: Failure to follow these recommendations COL ldresult in severe personal injury or damage to trusses or buildincs. A Up to 28' 1 2.5 7' 17 12 Over 28' - 42' 3.0 6' 1 9 1 6 Over 42' - 60' 3.0 5' 1 5 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 —� trusses. 10' or Greater Attachmen Required 2g\S o / ` —450 Frame 3 OF lld�p M rf N y5 Q� Topchordathat are laterally braced canbuckle togetherandcausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed �ry tothe underside of the top chord when purlins are attached to the topside of the top chord. lAWARNING: Do not attach cables, chains, or hooks to the web members. i 7 60- � Y60'\<' or less /or less�\ 21 Tag Approximately Approximately Tag Line russ length 1/. truss length Line Truss spans less than 30'. Spreader Bar Toein �� Toeln Spreader Bar Toe In _� Approximately 1/2 to V3 truss length Less than or ecual to 60' Approx mately 1/2 to Y3 trL SS length Less than or equal to 60' 1AWAR NI MG: Do not III. single trusses with spans greatertt.an 30' by the peak. I Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of thelruss. Each truss should be set in proper position per the building designer's framing plan and held with .the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line *oe In Tag Line Greater than 60 Greater than 60 0 Atrusses CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of with, similar configurations. Consult a registered proffeasional engineer If a different bracing arrangement is desired. The engineer may design bracling in accord3nce with TPI's Tag attachment Line Sirongbackl multiple stakes (HT) SpreaderBar At or aboue : 15 C ' mid-heighd Tag L Greater than 60 Greater than 60 0 Atrusses CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of with, similar configurations. Consult a registered proffeasional engineer If a different bracing arrangement is desired. The engineer may design bracling in accord3nce with TPI's 51 attachment Recbmmenaed Design Specification for Ternporaty Bracing of.Vetal Plate Connected Wood membei wNh multiple stakes (HT) Trusses, DSB-89, and)n some cases determine that a wider spacinc is possible. I'. truss of group of tru 0 brace lateral (LB Note:� �nd Woraystwern shall have d ate capacity to support grouni ad ate c ra--a. .d 20 floor T Chord op,- LBT� Ground brace diagonals (GBD)- Ground brace vertical (G Bv) Backup ground stake I Of floor M. 0.0 I aniiand -stakes CAUTION: Ground bracing required for a I ims-.allations. LAW - a 0 Frame 2 Typical vertical Erd Wa?l 51 attachment Plan membei wNh multiple stakes (HT) Block ng F. C-ToLnd Brace rti--ale (GE6) : 15 C ' Grouridf'� brace �,�uas at bram lateral (LOG) - group :4 tasses tErd b�dc (EB� L Strut IST) N_ Typical horizontal tie membei wNh multiple stakes (HT) DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals arelostential.10 stability and must be dup i both ends of the truss system. AWARNING: Failure to follow these recommendations could resiitIn severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 'Is -rris •. �� All lateral / braces lapped at least two trusses. End diagonals are ss ntiai for stability and must be dup t d on both ends of the truss system Frame 5 Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD TOP;CHORD DIAGONAL BRACE S i MINIMUM LATERAL BRACE SPACING: DB ( s) PAN DEPTH SPACING(l Bs) #trusses /HF ; Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 1 5' 1 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals arelostential.10 stability and must be dup i both ends of the truss system. AWARNING: Failure to follow these recommendations could resiitIn severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 'Is -rris •. �� All lateral / braces lapped at least two trusses. End diagonals are ss ntiai for stability and must be dup t d on both ends of the truss system Frame 5 Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Diagonal brace also required on end verticals. N.M. TRUSS 12 SQ"'-,greater 3or V All la.eial braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result In • severe personal injury or damage to trusses or buildings. PLUMB I I Truss I Depth D(in) I Lesser of D/50 or 2" ±1/iL-P Maximum Plumb Misplacement Line 12" Up to 24' 1 3/12 1 8' 1 17 1 12 2' 36" Over 24'- 42' 3/12 7' 1 10 1 6 4' 60" Over 42' - 54' 3/12 6' 1 6 1 4 6' 84" Over 54' See a registered professional engineer 96" 2" 8' 108" 2" DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir oy 0 ryp�0 eC Diagonal brace also required on end verticals. N.M. TRUSS 12 SQ"'-,greater 3or V All la.eial braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result In • severe personal injury or damage to trusses or buildings. PLUMB I I Truss I Depth D(in) I Lesser of D/50 or 2" ±1/iL-P Maximum Plumb Misplacement Line 12" 1/4" 1 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' 1 T ±1/4, 1 T ±1/4" L(in) l(m) U200 L(ft) 50" 1/4" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' BOW Length L(in) ........... Lesser of U200 or 2" L(.n) Lesserol L/200 or 2" OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loads of any description be placed 'A on unbraced trusses. Frame 6 200" 1 " 16.7' 250" 1-1/4' 300" 1-1/7' 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loads of any description be placed 'A on unbraced trusses. Frame 6 .This safety alert, symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECCME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could res.ilt in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° /t is the responsibility of the installer- (builder, building contractor, licensed contractor, erectDr or erection contractor) to properly receive, unload, store, handle, install ar. d brace metal plate connected wood trusses to protect life and propertV. The installer must exercise the same high degree of safety awareness as w.th any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the project Architect's or Engineer's design specification fo• handling, installing and bracing wood trussesfora particular roof orf loor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failureto follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. A WARNING: A WARNING describes a condition where failure tolollow instructions could result in Jsevere persona injury or damage to s-ructures. TRUSS'PLATE INSTITUTE 583 D'Onefrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 personnel inthewoodtruss industry. but must, duetothe nature of responsibilities involved, be presented as a guide forthe use of a qualified buildirg designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any -responsibility for damages arising fromthe use, application orreliance onlhe recommendations and information contained herein by building designers, installer, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the UnitHd States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Trusses stored horizontally shouId be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. Trusses stored vertically should be braced to prevent loppling or tipping. I'AWARNING: Do not break banding until installa- DANGER: Do not store bundles upright unless _ tion begins or lift bundled trusses by the bands. 11A properly braced. DANGER: Walking on trusses which are lying WARNING: Do not use damaged trusses. f lat is extremely dangerous and should be strictly J& 11A prohibited. n Frame RESIDENTIAL .S s 028-080-001 PERMIT#96-0817 DALEY, David &i Cynthia f� 1605 Lower'Honcut Rd., Oroville ; cont; Better Builders New Single Family la E c iA f G 1+� Ir r 4 OFFICE COPY /d11.euf f Address GAS Meter By Date ! ELECTRIC vt - Date Meter By, 1 JOB FINALED (Date)— .Signature ✓ '� V'= OK '. O = Not OK •=NottReable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; SoilsSize-Dep"pacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer, Location -Test -Fall -C/0 -Concrete ` 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg: Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures S. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / /'L'ft. / /Nat. or/ I'L"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand Valve -Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector . 4. Elec.; Receptacles and Lighting, Distance -GR 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-Dep"pacing-Connectors-Steel 3. Decks; Girders 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-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 OK Applicable Ready RESIDENTIAL (Single & Duplex) Date UNDE LOOR (Plans) OK except If's Zon' g -Setbacks -Easements- ood-Ste pe tg_ Main; Soils-Elec. G&f.-/04ZFIg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftq. Depth e4liKI&4. F _ Porches & Decks; Soils -Steel-/ /Ftg. Depth t Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Ste Is, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 7. Slab: Steel-WraDDed 8. Pier ireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. ipe; Size -Anchors - yard gas piping: size -test al-wa-ter Pipe; Test -Anchor -Regulator -Service Test 12. ElecJsic; Underground 1.3,4�`ien ms & Ducts; Clearance -Material -Support -Ins. yrs Sills -Anchor Bolts -Joists -Vents -Cripples ccess & Ventilation 16. Insulation Date to /,l/G>1_ Card Date Card B-1 Date Whe Card 13-1,�,/ Date Card B-1 .: Vent -Access -Combustion Air -Baffle -------------------- -- ---------- - ---- - - - - e; Test & Anchor -Nail Protection ------------- ------------------ D.W.V.; Test -Fittings & Ancho(Nail Protection ----- ------------------ 19. Shower Pan; Test, First Floor -Tub Access -------------------------------------------------- - -- -- - - 20. Test Tub & Shower. Second Floor -Tub Access 21. Gas Pipe: Size & Anchors - ----------------------------------------------------------------- Date Card B-1 Date Card B_1 ----------------------------------- ----- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's At- 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 wrMech. Fasiners-Bond Gas & Water -------------------------------------------------------- --- _ .. -------- ------- -- 27. 2 Appliance Circuts in Kitchen & Conductor Size,GFI ----------------------------------------------------------------------- --- --- -- 22. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At --------------------------------------------------------- --------- ............. .. 29. Range Circ. r ' ga. Cu or AI -Oven Circ. / I ga Cu or Al. Insulated Neutral ❑ Yes ❑ No - - ------30.-Service_Riser-Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. --- -- --- - -- - - - - - ---------------- . ....... ....... ....... 32. Clothes Closet Light-Saower Light -Spa Light --------------------- - ------- ------------- ................ 33. Smoke Detector --------------- -------- ....... .......... ..- -_.... ... ... ....... .. _ ... .. Date Card B -I- ­ Card B-1 -------------._..._..._... _ -- ----- -------------.... . .. ... ... . Date Card B-1 Date Card B -t Date MECHANICAL (Permit) OK except n'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 Cartl B -t Date Card B-1 Date Card B -t Date Card B -t Date FRAMI (Plans) OK except a's &911_1 Is 'roper Material & Anchors Studs- Nailing. Spacing & Bracing -Plates -Sound . ..... . . -- ....... .. ...... . B ng Walls over Girders & Floor Nailing �e�aders_ op in Walls (rat proof) re ops : Furred Ced ngs-Staus-Chases.Tub &Beam -Size & Bearing M a t y Date FRAMING (Continued) an rs-Post Caps -Anchors -Connectors -------------- ---- - Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. -- Fir lace Ties or Type A Flue -Fireplace Throat clearance Atti ccess: Size & Romex Protection -Draft Stop -Ins. Baffles ---------------- - ---- --- drm. Windows or Exiting Doors -Sill Hgt. & Dimensions -------------------------- - lSfff rage Fire Protection Framing --- ----- ro rty Line Firewall & Openings _ xt. Doors -One 3=Check Garage -3rd Story, 2 Exits --------- -- : [ S: Width -Headroom -Rise -Run -Landing -Fire Protection ood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer ----- dw.S o esh-Drip Screed -Fd. Vents-Underflr. Access ----�-ec M - 15 -------- 7. GI g Area -Glass Protection -Skylights -Plastic ----------- Shear Walls: Nailing -Bolts -------- A9.- - - ----- -- 9.- Insulation -Walls -Ceilings -------------------------- - 60. Infiltration -Walls -Windows ------------------------------ --------------- Date Card B- Date _ Card B-1 Dat Card B- Date Card B-1 Dat INAL (Plans O except a's -xt. Steps -Door & Sidelight Protection -Landings . moke Detector -------------- ----- -- -------------------- ure Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection .....--------- ----- -------------------- room Exiting Iii: .l. & Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel Breaker Sizes & Labels -- - - - ------------- lairs & Rails ... _ replace or Stove: Clearances -Hearth t�J tet. nets at Wood Panel: Int. & Ext. .. ... ..... --- - -------------------------- tt. t. &Appliance; Grnd.-Air Gap -Cooking Clearance .. -- .. - ---------------------------------- -- -- Elec. Outlets & Receptacles at Kit. Counter .. - . - -------------------------- _ZZ.G3tago-Fire Door Swing -Landing -Closer A -G puct in Garage -Damper tr Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meeh. Protection .. -.. - .---------------------------- ----- . Elec. & Mech. Equip. uiListed for Location ---- Fec. Receptacles in Garage: (G.F.I.)-Romex Protection - ------------------------------ ------------ sulation-Foam-Looked in Attic- - - ❑ Yes--- --- -- ...... --- -------------- uard Rads & Deck Construction -Post Caps . ... ...... -------------------- -------------------- -- 7.8�1'dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes_ ---------------------------- 8Q. - - 8Q. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No --------------------------------------------- - ---------uccoBrown-Finish -------------------------- ------------------ lw_ C Unit: Disconnect. Electrical. Plumbing .. ... ... ... ... .. .-- ------------------------------- -- ----- . nts Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Ope ngs Ater Well; D sconnect. Electrical. Plumbing - -- - xtertor ''Dec'. Trim. G F.I Receptacle -Underground .. .. --- -------- ------------------- en ation Throughout House .------- ------------------------------------- as ------------------------------- --- - - Glass-Protecuon -" orre tions from Previous Inspections Vnergy Meters Tagged: Gas -Electric _. .. --- . -------------------------------------- ewer Connected -C/O to Grade -HD Approval .... ... --- -._.. . ..------------------------------ ompliance Certificate -Other Certificates Date l Card B Date Card B-1 -- -- -- -- --------------------- / - t -------------------- ---- --------- Date and B- Date Card B_1 3�Z '... e'------- ------ Date and B-1 Date Card B-1 Comments at Final C6UNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, Ca;ifornia Q5965 - Telephone (916) 538-75419L�_ `FERMI NO. APPLICATION AND PERMIT)� ASSESSOR PARCEL NUMBER 028-080-001 A5 ZONING BUILDING PERMIT OWNER DAVID 3L CYNTHIA DALEY TELEPHONE SQ. FT. OCC. BUILDING VALUATION 2644 R 142,776 OWNERS MAILING ADDRESS 1605 L. HONCUT RD OROVILLE, 95966 1130 C 14,690 CONTRACTOR'S NAME 19031 BETTER BUILDERS TELEPHONE 1589-2574 CONTRACTORS MAILING ADDRESS 263 ROYAL OAKS DR, OROVILLE, 95966 Fireplace 1, CONSTRUCTION LENDER UNMOWN Total Valuation is 158,966 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 846.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 549.90 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 1605 L. HOPdCUT RD PERMITFEE $ 1438.90 OROVILLE PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 84.00 LOT NO. SUBDNISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 20.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 TYPE OF WORK New CK Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: 4 BEDROOMContractor Mobile Home S G W 920.00 PERMITFEE $ 154.00 ELECTRICAL PERMIT Filinq Fee 20.'00 Main Service / 000V OR LESS 200A OR LESS ) qq 23.00 23 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fLrl force and effect. ?? � License Class Lic. No. SCO: U . OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR NS. ( 8 ACC. BUDS. ) SO. , 50 3.5Q FT. C NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 @ 1.00 BAL SO Ex. Occup. (ounEED-rs PLNS. OR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 112.501 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' com ensation, as provided for by section 3700 of the Labor Code, for the rformance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and icy number are: Carrier S ri9-TGr" GOA P, S • MECHANICAL PERMIT Filing 9 Fee 20.00 Heating heat pump 15.00 Cooling 5t 30.00 Hood 6.50 6.50 Ventilation PERMITFEE $ 71.50 Contractor Policy Number oZ %Z -- 000 3 g S (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwyComIy with those wfo-VtIipions. X Date Signa ure of Applicant - ❑ Owner ❑ Contractor gent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is 46.00 Energy Inspection Fee $ XEMNID Occ CONST. TYPE TOTAL FEE $ 1822.90 HA2. - 1 0. EES !L `MP A FLOOD A A cad X P CEL H� ISS This permit is hereby issued under in the Butte County Code and/or indicated above for which fees have B y PERMITEXPIRESON I the applicable provisions Resolutions to do work been paid. Date 5/23/96 5/23/97 (Date) Receipt No. 194981 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF DEVP, iQPj0ENT SERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET :OWNER. 00 V Ott,,.41.C4 be? A P No. Proposed Building Use LA) //-_Building In 4tor Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..... 4. Engineered plans and caics, 3/4 sets, with wet signature on plans . ............. 5., Hazardous Material Form . ............................................ 6., Energy Design Compliance and supporting documentation. I................ 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 J and manufacturer's installation instructions, 2 sets . ........... 10. Fees of $ . ............................... .-D , �1. I�npact fees as shown on attached schedule. I - �r-A A of Forestry plan approva ees q0l 1.:� 12. California Department I ee�s 291 13. Flood elevation letter (100 year floe,4 �ajijor(ni ngin*`eer.'65' .5 h " J Vy. CW4-�, 14. Sanitation and tlot plan approval E -Health Department. iqf?� p 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*re*4� * e*clo� r6�dest -inspection for required. BU, T g,. 20. Pre Id, spector (Date) ,00 21. Contractor's license information. (No., Name Style, Cpsl(ficatiok . .............. 22. C-ertifiGate-of-Workmans Oompensation Insurance. 0�.y .......... 0 ........ 23. Owner -Builder Verification (Given to owner Mail to owner 24. Recorded copy of Agricultural Acknowledgement Statement. 0 25. Letter of signature authorization . .................................... 26. qopy of recorded deed of parcel creation and 60 right of way to a public road ...... 27. Letter of intent on building use . .......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........... * .......... ; ................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . .................................... 32. Plan check list . ..................................................... 33. 34. When you issue the �e s as follows: Mail tp-gwner. I/ Mail to contractor. Telephone and hold for -pickup at U office. Deliver with inspector. Other 44 Parcel Creation e��-4 Z��- IK- "o Acreage Applicant Date --;1 7 - Copy of Haz-Mat form sent Health Dept. Fire Dept. _ Air Pollution Date q:6r Copy of plans sent Health Dept. _ Fire Dept. Other - Date By b The following data must be submitted prior to permit-�issuanrpe- (Circle w item not ch k bw-er."�) 1. Index permit for above items No. -W,-Z 2. Additional items required: 22- \1� Contractor, designer, owner, was advised of above required data by _ phone - mail Counter by _ Date Contractor, designe dvised f b ta by ail Mnn y 0 a ove required da _ phone C b _Date )dT v Plans checked by _=S1 Date 5 Plans approve y 7�m' Date Sets of plans on hold in File cabinet AP folder: Copy - Department of Public Works E.K: USB ONLY Plat PlanAus&ed a 41-1— Floor Plan AnKhod Seat to B.D. — I 'N! / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ItAv(5- Owner . / Location Plan Approved fo : Sewage Disposal Y Water Supply: Public _ Clearance for bedroom 4OWhome. O*r O.K. for: Environmental Health Specialist 4107 -C)/-0� AP# Private Well Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT 'SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER r��r 11 �J n 4 1_61 SCJ ct I a V A.P. # r- / PROPOSED BUILDING USE Ez tc� — DATEhZ2, to REC. # DATE REC SCHOOL DISTRICT FEES �/`® (�fyt'-," 0 tj aid at District Office) E2k S RIFF FEES (paid at Building Division) Residential... .. x l. unit amt. Commercial (sq.ft.11 x _$, 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.).. x =$ sq. ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6. S INSPECTION AND -PLAN CHECK 89.00 aid at Building Division) WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 7. E:1 a CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 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 i RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY OWNER: 1)qV! d ba`f BUILDINGPERNUTNUVIBER: L2917 PLAN CHECKER: mi A- P. NUMBER: 0 a 8 080 - Od � ENERAL: Zoning requirements: (side yards and number of permitted living units). %rm;ler On .54,i �G 1 G ? 2. Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. / Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). l�0✓�»1R�n� Recorded notice of violation. o PLOT PLAN: /1 Complete parcel size and dimensions. Setbacks, side yards, easements, etc. �! Other buildings or structures. fY Grading, fills and/or drainage. , fY 6. Flood hazard. ` , Special conditions on creation'map (Noise, S.R.A.; Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. ' )r Building or utilities across lot lines (Record form). FLOOR PLAN:' ,Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1'203): ' Required windows for second exit (Section 310:_4):, Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). YLights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. l Garage firewall, door size and closer (Section 302.4)., l Minimum of one 3'0" exterior door (Section 1004:6). ✓YL Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). ✓�� Plumbing fixtures, water closet clearances and shower size. a Vv STRUCTURAL DETAILS: k ,. 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5,.4 �d0 Clandard bracing or engineered design (Section 2326.1 1.3). Clerestory requiring balloon framing and/or engineering. !�/ I Three story building requiring engineered calculations and plans.`, /S /� Foundation plan'complete enough to construct building. Floor construction details complete enough to construct building. ��� ' /r Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. -. A Fireplace construction details and calc. if necessary. / X Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Id. Retaining walls requiring design. Special Inspection requirements. 14i. Header size. March 1996 '' 3.2 MISCELLANEOUS ITEMS TO LOOK OUT FOR: I . Stairway details: landings, rise and run, head clearancg, handrails (Section 1006). 2. Guardrail details (Section 509). 3. Brick or stone veneer (Section 1403). 4. Exterior plaster - weep screeds (Section 2506). 5. Proper roof pitch for roof covering (Section 150 1). 6. Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways. 9. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. 10. "Two exits on three - story dwellings (Section 1003). 11. Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). 13. Combustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. 15. Energy design. 16. Flashing at all exterior openings. 17. C.D.F. responsible area requirements. WppC�S ra �CCPf s door fn +earcva f /. ?dV !ZZX �gea, �o1dd, G�P,T�� on ah j0tZ �t;� �n� eac-M)aU 661e -d'i'e 4C �Y- t+[>2 A / WDsA i�� C9 -rt 5 &-Y-\- 'fir w 5 13 f13 a)e r S:2co 4* 0 March 1996 3.3 r^: -r+ r'"d`��♦���" O/� �,,.,r,c�r.,, iy,f�+C�*�� �,,+�c�F"'RI"'i"`tf'"�'.xis�AS`�fv31n+'�t',�*tt;i"��CF��%lr..�.r�.,;,rriYi-."ia'"`'•`.�t'"'r-n••' a BUTTE COUNTY SCHOOLS'IMGT FEE CERTIFICATION.FORM ._ *.'(One Form Per Building) School District :Oro til � 4 t/l' � Building Department No. A.P. Number Qct Oi Qgd'('} , •Jur diction: 0 City [ County Property Owner Property Location/Address Subdivison ' Residential Developments" Commercial/Industrial Building Depaet ent r 4 Lot No., No. of`Living n MHI Units CK�PIaceS 0 Sq. Footage c� `T2- Additiion (Group R)' LuI^nC� �►OuSe — `9- Sq. Footage Addition (Including Exterior.. Roofed Areas) Date (Floo) Plans reviewed by School District Personnel) District Identification No. 960127 School District certifies that (Applicant) r..... ` ress) (city). , ,:..-`� (State) (Zip Code) has complied with the requirements of.Resolution No. j �.� �(� by payment of $ repr enting 701.3 square feet. AB 2926 $ `r FULL MITIGATION $ i School VJsf?iVRepresentative - Q� Date' Paid by Check # 7 6 cZ Remarks: Bank Number IL -35"I / J Paid by Caste. 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.wkt (11l94)dmm rYr COUNTY OF BUTTE t BUILDING QIVISION DEPARTMENT OE DEVELOPMENT SERVICES - y'.'. 1469rHumboldt Road, Chico, CA - 1916) 891-2751 ; ; w • �. 7 County Center Drive, Croville, CA - (916) 538-7541 F 747 Elliott ,Road, Paradise; CA - (916) 872-6307 CORRECTION -NOTICE »w NER t' 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 t 's office immediately. 4.f{ 4 �a el- 3 r r.� Fy, Date Inspecto ; +� REV 10/92 Owner: Permit No. NERGY CERT IF ICAT ION a�Dc6 Lok'Lcr HO CU A - LOCATION A. P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material FIBERGLASS BATTS 'Thickness(inches) CEILING .Batt or Blanket Type FIBERGLASS BATTS Thickness(inches) C y'� I (Q' Loose Fill Type FIBERGLASS Minimum Thicknes5(Inclies) o Area covered(ft. )-- MOT FLOOR, ELEVATED Material FIBERGLASS BATTS Thickness (inches)__ (011LA FLOOR, SLAB Material Thickness (inches) Width(inches) FOUNDATION WALL Material. Thickness(inches) Brand Name Thermal Resistance (R Value) Brand Name SCHULLER INT. Thermal Resistance(R Value) Brand Name SCHULLER INT. Thermal Resistance(R Value) I�LI_6b Brand Name SCHULLER INT. Number of Rags Wt. per ba 27 lb. Thermal Resistance(R Value) Brand Name SCHULLER INT. Thermal Resistance(R Value) IM 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. Loprke Insulation Co. Inc. 499150 FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF INSTALLATION APPLICATOR 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 the 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) SIGNATURE OF GENERAL C014TRACTOR OWNfER STATE CONTRACTOR'S LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 MAY -22-96 WED 09:35 BRUNO & HAWKINS 8930532 P.01 Architectural Engineering Specialists 20 Constitution Arive Suite 1 Chico, California 95973 Telephone (916) 892-9715 Fax(916)893-0532 May 22, 1996 County of Butte Building Division 7 County Center Drive Oroville, California 95965 ATTN: George Kellogg RE: Daley residence Permit 996-0817 As per our phone conversation yesterday, please find attached information pertaining to the point footings at the girder trusses. I have noted a requirement that a double trimmer be used at the header supporting R2 at girder truss T-3. I will mail wet -stamped copies for your files. Also, I have included a revised truss layout. John Starr would like to have RB -1 and RB-2'as headers rather than flush beams. This changes several of the truss types. We are not introducing any new truss types, merely omitting several types and increasing the quantities of other existing truss profiles. The detail which is on the plans showing the transfer of shear to the beam is now slightly different. I have included this detail for your records. I would like to apologize for the manner in which these corrections and changes were presented. This is not how we typically deal with these situations. Thank you for your patience and cooperation in this matter. khave�estions regarding this matter, please do not hesitate to contact this office. Frank Glazewski Architectural Engineering Specialists A f Jo(b number »E96035 9:29 AM 5/22/96 R Structural calculations for Project >>Daley residence Plan ))Custom Name >>Better Builders Address ))Butte County, California Point footings under girder trusses Architectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 (916) 895-1125 (916) 893-0532 Fax Note: Reference plans by others. No judgement or opinion is rendered or implied regarding aspects of this structure not specifically noted herein. SED AHA RC tis No. C 8693. :n REN. F OF CA COUNTY OR BUTTS BUILDING DPUT MAY 2 2 1996 go Ck -rye �+-, .m �e.,✓ f'o�^fi I.oGa�- OCGJ/S vJ� Cox z -2x(. TYL, 3 D(hA )Jl,� S I w 45r /Z+2).03p 4- ga1o); F-2 Z a' MAY -22-96 WED 8:28 7's— E BKS LONGFELLOW LUMBER FAX NO. 9168930140 P, Ol 7 SET aK - -r T � - — T-3 2 ,WE, Ladder framing by others s Tr ' I . C r '_71 SEl ArC � E'r]SET s,C Ueta� I --f-1��'u ��-►� Rr�-Z I in HAi�y� D. 18 REN. (0- 9�F OF CA � ;::- utteCounty LAND OF NATURAL WEALTH A N D A� PM BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 DAVID & CYNTHIA DALEY 1605 LOWER HONCUT RD OROVILLE, CA 95966. Re: B.P.#96=0817 A.P.# 028-080-001 With reference to the above *subject, attached is:. IX I Plan Check List Red Marked Calculations. Red Marked Plans [X] Other 'Action Required: 1XI Comply.With Plan Check List I I Resubmit Plans with Revisions As Required 1XI Return All Original Materials and Revised Plans to the Building Department 1XI Other Should you have any questions, please contact this office at the address or phone number listed above. IN Sincerely, MARTHA WHITNEY DAVID & CYNTHIA DALEY96-0817 Permit Applicant: Permit Number. Amemor Parcel Number: 028-Q80-001 Date: 5/15/96 The above referenced buikfing . pk= were reviewed by .this office. Provide adafitional information and/or make revisions to plans specifications and calculationr as follows: 1:_ PLEASE HAVE ARCHETECT ADDRESS FOUNDATION UNDER GIRDER TRUSS.AND.UNUSUAL_ SHAPED -ROOF DIAPHRAM. 2.. PER PREVIOUS CONVERSATION IT IS MY UNDERSTANDING -THAT RATHER THAN.ADDRESS THE ACCESS DOOR IN A SHEARWALL YOU WOULD RATHER. JUST.ELEMINATE THE. ACCESS DOOR. IS.THIS CORRECT? 3. FRAMING DETAIL 11/4 IS-HDA'HOLDDOWN DETAIL & TABLE. IT DIFFERS FROM SHEAR WALL SCHEDULE PROVIDED IN CALCS, AND ELSEWHERE ON.PLANS." PLEASE HAVE ARCHITECT ADDRESS WHICH GOVERNS ANDREMOVE CONFLICTING DETAILS FROM PLANS 4. ENERGY CALCS HAVE BEEN SATISFACTORIALLY CORRECTED. 5. ARE OWNERS LIVING ON-SITE WHILE HOUSE IS BEING BUILT? IF SO PLANNING CLEARANCE IS REQUIRED. 6. PLEASE PICK UP PLANS AND RETURN (SAME PLANS) ALONG WITH NEW SETS (2). 0 If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and -l: 00 P.M., Monday through Thursday. Architectural Engineering Specialists 20 Constitution Drive Suite 1 �_KChico -California 95973 � _Ilep%one,(916) 892-9715 -Fag'(916) 893-0532 May 20, 1996 County of Butte Building Division 7 County Center Drive Oroville, California 95965 ATTN: Plan checker RE: Daley residence Permit #96-0817 Item #1 . Foundation under girder truss addressed as noted. The roof diaphragm is a rectangle with a hole in the center. At the front of the diahragm opening, there is a cpntinu®us top plate which is used as a chord and is clearly attached to'the roof diaphragm. A similar chord �s used at the rear of the diaphragm. There are trusses which are running from front to rear which A address any forces present at the re-entrant corners at the opening. At this location in the diaphragm, the shear is trivial, therefore we did not feel it was necessary to further reinforce the openin Kin the opposite direction. Item #2 Eliminate opening. Item #3 Detail 11/4 is correct. Conflicting detail?? Item #4 By others. Continued... Item #5 By others If you have KyAuestions regarding this matter, please do not hesitate to contact this office. Frank Glazewski Architectural Engineering Specialists r TABLE OF CONTENTS TOC Project Title.......... Daley Residence Date........ 05/13/96 Project Address........ 1605 Lower Honcut Road ******* Oroville CA. *v4.50* 9 21 7 Documentation Author... Andrew B. Erickson ******* Building Permit # Sure Pass Energy & Design�-9 ��_ 200 Estates Drive Plan Check /'Date Chico, CA 95928 916-343-1173 Field Check/ Date Climate Zone.. ...... 11 Compliance Method....... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-DALEY Wth-CTZ11S92 Program -TOC User#-MP1838 User -Sure Pass Energy & Design Run -Typical House TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 6 HVAC SIZING ............... 10 COUNTY OF BUTTE BUILDING DEPT MAY 14 1996 UITE COIJI'I FR , !! �� PCV -n'n ` �•.: >,-y �i. ?:�4' !��_ �..q,,` y ir/7 caw CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Daley Residence Date........ 05/13/96 Project Address........ 1605 Lower Honcut Road ******* Documentation Author... Climate Zone. ........ Compliance Method...... Oroville CA. *v4.50* Andrew B. -Erickson ******* Sure Pass Energy & Design 200 Estates Drive Chico, CA 95928 916-343-1173 11 Building Permit # Plan Check / Date Field Check/ Date MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-DALEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House GENERAL INFORMATION Conditioned Floor Area..... 2644 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 15.3 a of floor area Average Glazing U -value.... 0.6 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Assembly Type Type R -value R -value U -Value Location/Comments Wall Wood R-17.8 R-0 0.065 Front Wall, Left Wall Back Wall, Right Wall Roof Wood R-11 R-27 0.025 Attic Door None R -O- R-0 0.330 Solid Wood Floor Wood R-19 R-0 0.037 Wood Floor FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ✓ indow ✓ Front (S) 12.0 0.600 2 Drapes.Std None Yes Vinyl Door Front (SW) 20.0 0.600 2 Drapes.Std None Yes Wood ./Window ✓kndow Front (S) 30.0 0.600 2 Drapes.Std None Yes Vinyl Front (S) 9.0 0.570 2 Drapes.Std None Yes Vinyl ✓Window Right (SE) 15.0 0.600 2 Drapes.Std None Yes Vinyl .,Window Front (S) Front (S) 6.5 0.570 2 6.5 0.570 2 Drapes.Std. Drapes.Std None None Yes Vinyl Yes Vinyl 50endow window Front (S) 16.0 0.570 2 Drapes.Std None Yes Vinyl .,Window Front (S) 6.3 0.570 2 Drapes.Std None Yes Vinyl .-Window Front (S) 28.0 0.600 2 Drapes.Std None Yes Vinyl Aindow Front (S) 9.0 0.570 2 Drapes.Std None Yes Vinyl ./Window Front ( S ) 14.0 0.600 2 Drapes.Std None BUTTE C `zNTYhyl .Window Left (W) 25.0 0.600 2 Drapes.Std None Yes Vinyl --,Window Left (W) 20.0 0.600 2 Drapes.Std N601UNNG DR-RYMM ,Qindow Left (W) 20.0 0.600 2 Drapes.Std None Yes Vinyl ,/Window findow Back (N) Back 20.0 0.600 2 Drapes.Std Non ;. F 1�l (N) 20.0 0.600 2 Drapes.Std Non e% I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Daley Residence Date........ 05/13/96 MICROPAS4 v4.50 File-DALEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House Orientation -'Door Back (N) boor Back (N) ✓boor Back (N) 'gindow Right (E) ✓Door Right (E) Equipment Type HPPackage HPPackage Tank Type Storage Minimum Duct Duct Thermostat Efficiency Location R -value Type 8.00 HSPF Crawlspace R-4.2 Setback 13.30 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Electric Standard 1 0.864 EF 50 SPECIAL FEATURES/REMARKS External Insulation R -value R-12 BUTTE COUIN r Y BUILDING DEPAR77,4ENT APPROWE® FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing (sf) Value es Description Shading Fins Type 40.0 0.600 2 Drapes.Std None Yes Wood 20.0 0.600 2 Drapes.Std None Yes Wood 20.0 0.600 2 Drapes.Std None Yes Wood 6.0 0.600 2 Drapes.Std None Yes Vinyl 40.0 0.600 2 Drapes.Std None Yes Vinyl HVAC SYSTEMS Equipment Type HPPackage HPPackage Tank Type Storage Minimum Duct Duct Thermostat Efficiency Location R -value Type 8.00 HSPF Crawlspace R-4.2 Setback 13.30 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Electric Standard 1 0.864 EF 50 SPECIAL FEATURES/REMARKS External Insulation R -value R-12 BUTTE COUIN r Y BUILDING DEPAR77,4ENT APPROWE® CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Daley Residence Date........ 05/13/96 MICROPAS4 v4.50 File-DALEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House 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 Drive Oroville CA. 95966 Phone... (916) 589-2574 License. #323225 Signed.. ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date) (date) DOCUMENTATION AUTHOR Name.... Andrew B. Erickson Company. Sure Pass Energy & Design Address. 200 Estates Drive Chico, CA 95928 Phone... 916-343-1173 Signed...' ro __; AVo (date) -5--13 - cry BUTTE Cot# ITY BUILENNG DEPARTIVENT APPROVED MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... Daley Residence Date........ 05/13/96 Pro A ect Addre1605 ******* ss........ Lower Honcut Road Oroville CA. *v4.50* Documentation Author... Andrew B. Erickson ******* Building Permit # Sure Pass Energy & Design 200 Estates Drive Plan Check / Date Chico, CA 95928 916-343-1173 Field Check/ Date Climate Zone.. ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-DALEY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House 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 - * 150(a): Minimum R-19 ceiling insulation. er ment 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. 1/ 150(i): 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 dam er and con t 1 MA p ro 2. No continuous burning gas pilots allowed. BUTTE COUNTY/ BUti_MNG ► E#'ARIIMENT MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Daley Residence Date........ 05/13/96 MICROPAS4 v4.50 File-DALEY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 110 -13: HVAC equipment, water heaters, showerheads and faucets er ment certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. Z 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 water tank. V/hot *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. BUTTE CUNT' hi APPROVED, COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... Daley Residence Date........ 05/13/96 Pro'ect Add ******* ress........ 1605 Lower Honcut Road Oroville CA. *v4.50* Documentation Author... Andrew B. Erickson ******* Building Permit # Sure Pass Energy & Design 200 Estates Drive Plan Check / Date Chico, CA 95928 916-343-1173 Field Check/ Date Climate Zone.... ..... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-DALEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House Energy Use (kBtu/sf-yr) MICROPAS4 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 14.74 11.72 3.02 Space Cooling.......... 13.35 7.35 6.00 Water Heating.......... 9.88 18.52 -8.64 Total 37.97 37.59 0.38 *** 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 Glazing U -value.... Average Ceiling Height..... Floor Area Zone Type (sf) 2644 sf Single Family Detached New Front Facing 180 deg (S) 1 1 ReducedYear Raised Floor 1 23796 cf 2644 sf 2644 sf 0 sf 15.3 % of floor area 0.6 Btu/hr-sf-F 9 ft BUILDING ZONE INFORMATION # of Volume Dwell Cond- (cf) Units itioned Thermostat Type Vent Special Height Vent Area (ft) (sf) HOUSE Residence 2644 23796 1.00 Yes Setback BUTTE .1NTI T/a APF�""RVD COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... Daley Residence Date........ 05/13/96 MICROPAS4 v4.50 File-DALEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface. (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 69 0.065 17.8 180 90 Yes W.19.2X6.16 Front Wall 2 Wall 9 0.065 17.8 180 90 Yes W.19.2X6.16 3 Wall 18 0.065 17.8 225 90 Yes W.19.2X6.16 4 Wall 51' 0.065 17.8 180 90 Yes W.19.2X6.16 5 Wall 23 0.065 17.8 135 90 Yes W.19.2X6.16 6 Wall 107 0.065 17.8 180 90 Yes W.19.2X6.16 7 Wall 38 0.065 17.8 225 90 Yes W.19.2X6.16 8 Wall 71 0.065 17.8 180 90 Yes W.19.2X6.16 9 Wall 38 0.065 17.8 135 90 Yes W.19.2X6.16 10 Wall 106 0.065 17.8 180 90 Yes W.19.2X6.16 11 Wall 67 0.065 17.8 180 90 Yes W.19.2X6.16 12 Wall 328 0.065 17.8 270 90 Yes W.19.2X6.16 Left Wall 13 Wall 217 0.065 17.8 0 90 Yes W.19.2X6.16 Back Wall 14 Wall 273 0.065 17.8 0 90 Yes W.19.2X6.16 15 Wall 171 0.065 17.8 90 90 Yes W.19.2X6.16 Right Wall 16 Wall 59 0.065 17.8 90 90 Yes W.19.2X6.16 17 Roof 2644 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 18 Door 20 0.330 0 180 90 Yes None Solid Wood 19 Door 19 0.330 0 0 90 Yes None Solid Wood 20 Door 20 0.330 0 180 90 Yes None Solid Wood 21 Floor 2644 0.037 19 n/a 0 No FC.19.2X8.16 Wood Floor 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 HOUSE 1 Window 12.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 2 Door 20.0 2 Wood Hinged 0.600 225 90 0.88 0.78 Drapes.Std 3 Window 30.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 4 Window 9.0 2 Vinyl Fixed 0.570 180 90 0.88 0.78 Drapes.Std 5 Window 15.0 2 Vinyl Slider 0.600 135 90 0.88 0.78 Drapes.Std 6 Window 6.5 2 Vinyl Fixed 0.570 180 90 0.88 0.78 Drapes.Std 7 Window 6.5 2 Vinyl Fixed 0.570 180 90 0.88 0.78 Drapes.Std 8 Window 16.0 2 Vinyl Fixed 0.570 180 90 0.88 0.78 Drapes.Std 9 Window 6.3 2 Vinyl Fixed 0.570 180 90 0.88 0.78 Drapes.Std 10 Window 28.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 11 Window 9.0 2 Vinyl Fixed 0.570 180 90 0.88 0.78 Drapes.Std 12 -Window 14.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 13 Window 25.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 14 Window 20.0 2 Vinyl Slider 0.600 270 90 0.88 Drapes.Std 15 Window 20.0 2 Vinyl Slider 0.600 270 90 0.88 Std 16 Window 20.0 2 Vinyl Slider 0.600 0 90 80 Q 78 Dr std 17 Window 20.0 2 Vinyl Slider 0.600 0 90 0.8caFY_Q3r, -� s.Std 18 Door 40.0 2 Wood Hinged 0.600 0 90 0. = 0.78 DaP% '+swst�3'� 19 Door 20.0 2 Wood Hinged 0.600 0 90 Os80 'jApes 20 Door 20.0 2 Wood Hinged 0.600 0 90 0.88 7s,td 21 Window 6.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Dra$esi�.9 d COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Daley Residence Date........ 05/13/96 MICROPAS4 v4.50 File-DALEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House Surface 22 Door Surface HOUSE 1 Window 2 Door 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Window 18 Door 19 Door 20 Door 21 Window 22 Door Minimum Duct System Type Efficiency Location HOUSE HPPackage HPPackage 8.00 HSPF Crawlspace 13.30 SEER Crawlspace Duct Duct R -value Efficiency R-4.2 0.830 R-4.2 0.860 BUTTE CoUtv-Fy SUtLWNG U PAPi ., MENT 1pPOVED FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ (sf) es Type Type value Azm Tlt Only Shade Description 40.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 12.0 4.0 n/a 12.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 6.7 n/a 8.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 5.0 n/a 8.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 3.0 n/a 1.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 5.0 n/a 8.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 6.5 6.5 n/a 12.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 6.5 6.5 n/a 12.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 16.0 6.0 n/a 1.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 6.3 6.0 n/a 1.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 28.0 3.5 n/a 8.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 3.0 n/a 1.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 14.0 3.5 n/a 12.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 25.0 5.0 n/a 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4.0 n/a 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4.0 n/a 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4.0 n/a 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 4.0 n/a 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 6.7 n/a 13.0 2.0 n/a n/a n/a n/a- n/a n/a n/a n/a 20.0 6.7 n/a 13.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 6.7 n/a 13.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 3.0 n/a 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 6.7 n/a 13 2.0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct System Type Efficiency Location HOUSE HPPackage HPPackage 8.00 HSPF Crawlspace 13.30 SEER Crawlspace Duct Duct R -value Efficiency R-4.2 0.830 R-4.2 0.860 BUTTE CoUtv-Fy SUtLWNG U PAPi ., MENT 1pPOVED COMPUTER METHOD SUMMARY Page 9 C -2R Prn-iAnt MICROPAS4 v4.50 File-DALEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Typical House Tank Type 1 Storage WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Electric Standard 1 0.864 50 SPECIAL FEATURES/REMARKS i t External Insulation R -value R-12 HVAC SIZING Page 10 HVAC Project Title.......... Daley Residence Date........ 05/13/96 Pro'ect Address 1605 L ******* 7 ower Honcut Road Oroville CA. I *v4.50* Documentation Author... Andrew B. Erickson ******* Building Permit # Sure Pass Energy & Design 200 Estates Drive Plan Check / Date Chico, CA 95928 916-343-1173 Field Check/ Date Climate Zone.. .... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-DALEY Wth-CTZ11S92 Program -HVAC SIZING i User#-MP1838 User -Sure Pass Energy & Design Run -Typical House GENERAL INFORMATION FloorArea ................. Volume.. .... ............ Front Orientation.......... Sizing Location............ Latitude. .. ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange.....oo ...... Interior Shading Used Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2644 sf 23796 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 180 deg (S) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 11601 6064 Glazing Conduction ............... 9615 6250 Glazing Solar .................... n/a 11133 Infiltration ..................... 13535 5557 Internal Gain .................... n/a 2100 Ducts ............................ 3475 1555 Sensible Load .................... 38226 32659 Latent Load ...................... n/a 6532 Minimum Total Load 38226 39190 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 co dered. It is the HVAC designer's responsibility to consider all factors: electing the HVAC equipment. 8 v/t01A1� '�PP�ir /� i OWNER d JQU i C� C���-P : += DATE: rI LOCATION: A.P.#: 0'� U O O CONTRACTOR: ZONING: A -S DATE TO INSPECTOR: �"a PERMIT HISTORY: [ ]NONE [,IAS FOLLOWS: i�t-O 4q�- 03�t[ TYPE OF OCCUPANCY: uilding Description: [ ] Commercial/Usage: _ [ ] Residential/# of Units: [ J Currently Occupied. [ ] AbandonedNacant. [ ] Yes [ ] No Electric is currently : [ ] On Condition of electrical? BUILDING INSPECTOR'S REPORT [ ] Off FJ Mobile Home: Yes[ ] No[ ] Natural[ ] Propane[ ] None[ ] Currently On[ ] Oflj ] Obvious problems: nitation: Plumbing working Yes[ ] No[ ] Well: Yes[ ] No[ ] Obvious Sewage Problems: cription of Damaged Area: Potable water: Yes[ ] No[ ] mate valuation of Damaged Area: lector: fk- Date: �fj% RAIN TOTAL CDF/BCFD DAILY INCIDENT LOG PAGE— OF #: OFDAY/DATE FROH 0800 MAI/ y — lZ DAY/DATE TO 08007urs/ .. $tA IION. 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SENT LOG g1A110N AMBULANCE OcriCEn ' ncnpnr time Itscloplif l^ ;f:ED By- CSF NO fine Itp -- OCA 1101/• /w'.1�.• /� /�J �J, 'TF vaCF7A nMr C Ye01(`��tr� _ _ VIC r1AzV'•t ' NAz%"t Ft-A�7 ptU0E -vEun;L e nESCU4 r u 9 eESCUE .flag NAME ,nn� ' / of 7 nec1JSR ns -lice a;F1,IC "!est tTMEA mICC __ )TYCO INCO taUlE Lr N0 U9E D••AAr,E 9AvE FAIeF •L/1nV tNF.A ulep CAU9e' I.A.0 Use 04_u a 9Av4 - ' SIA110H AMBULAPICE pFrICEn Msponr timeU^/ Ai ItIClOetrt pia Y i.e:r•Eoa CA Se Np rine tt0 J 00 y �' •/•(/'/r•�/' -- VRpEtA 11711 IVooOvFMCNr C Ye01(`��tr� _ Qt nl/Ctu�E r1AzV'•t ' NAz%"t e P -ONE too • �" L1"'•� - a/r n o•tONR N 7J//' _SCJL� vauKa nESCU4 r u 9 nerV9F nelCllf! .IOC IIA Ye ns -lice vl.cn nrtp CAU9E L/1tIpySE 0­lAOF. AAve ' - MIMIC -"!rl 71•rF.rj„••'cC tNF.A ulep CAU9e' I.A.0 Use 04_u a 9Av4 - ' FW%c AUnV SPST gunpH AMBVR/(./' OFrrCEn neMew�� _ CASF No 11/C10Ftl�.tp_,� � D v/ 17CE0Br% c,nq 1r0 1 n 0 / M•fiQ11 — -- -- VEiF,�A fInH i�onl)Ycuellr C SO1�u"S r1AzV'•t ' Af . e P -ONE too • �" L1"'•� - vErm!lE c �r 4 nESCU4 � rhe ilA4E.. •M1•� pi: 1`�1� nerV9F ulnir,Aaper 01"11 w -C vl.cn nrtp CAU9E L/1tIpySE 0­lAOF. AAve ' - r•LeF AIA -V AS9r9T - 4 .::_ ...Eatte Count, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 March 28, 1996 TO WHOM IT MAY CONCERN RE: 1605 Lower Honcut Road, Oroville (A.P. #028-080-001) The Building. Division does not have a building permit record or building plans for this parcel. According to the Butte County Assessor, the house that recently burned on this property was built in approximately 1958. Since the Building Division was established in 1962, no permit or plans would have been required for this house. Sincerely, i iJ Anne H. Brandel Supervisor, Building Inspection Support Services + { 7 -294-8 t - _ G 0=00.1 PENT#96=0381 David DALEY, & Cynthia' ''► X1605 Lower HorictitRd..-5 �Oroville ;Temp Ele for 'Future Lot. Development L - I OFFICE COPY Ad es GASDate M er By ELECTRIC Meter BY s�;�y6 X, COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -':BUILDING DIV12MON 7rCou ty Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. `. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 28 4 ZONING' BUILDINGPERMIT OWNER ' DAVID & cm=iiInAT Ey `MAILING TELEPHONE SO. FT. - OCC. ,.J BUILDING VALUATION OWNERSADDRESS - c1.6015 LOWER, RM-03Tn CONTRACTOR'S' NAME - .. NE CONTRACTORS MAILING ADDRESS - Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS k Penalty $ BUILDINGADDRESS r PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 ;w �- Each Trap 7.00 LOT NO. SUBDIVISION'S NAME , PARCIt EL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE i SF ❑ Duplex ❑ Mobilehome ❑( Other §PECIY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WO RK � !, New_❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ - tv -Describe Work INSTALL TW POM FOR nMME Imo' DEV. i" Mobile -Home S G W 920.0_0 PERMITFEE Is Contractor E ELECTRICAL PERMITFilin Fee 20.00 L Main Service ( ZooA OR LEss ) 23.00 Main Service ( 200A TO 1000A ) 46.00 y -LICENSED CONTRACTOR'S' DECLARATION" �� I hereby. affirms Uriderlpenalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is.iri.full �Qrce and effect. �. � i .' License Class "`^� 1 Lic. No. jN >^ L OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.OR ( 8 ACC. BLDS. ) SO. 3.5Q FT. NEW CNS. NEW CONST. MULTI -OUTLET NOWRESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FNTURES) 20 (al 1.00 BAL FIXED (S.OR Ex. Occup. (ORES OUTLETS 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities ;,20.00 Misc. Wiring 23.00 PERMITFEE $ 43.00 Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: r- .:.- Carrier ,` r r y .. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE s Contractor - P Policy Number -"' ? _ ,/ j! (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject -to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions, "I a 11�, X��' .__�` JQate /�i� _ `Signature of Applicant - ❑ Owner ❑' Contractor 19-7rg ent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 Stores inlFieigFit: w Mobile Home Installation Fee $ _ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL I PO 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. B v%/ Date �(� Y PERMITEXPIRESON I(Dat.)l Receipt No. 940U4 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE77, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Orovv4le, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER P RMIT 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. , you have any questions pertaining to this matter, or need additional explanation, please con 'ct this office immediately. "-d G /LL ALS Avk'�-- 11A J -7-41„ ig j �X, 7•+J. 1211 AT�--.4 4-1 ✓ -A -j,-- Dat Inspecto REV 10/92 r1i a 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 9 ASSESSOR PARCEL NUMBER 28-080-001 AS ZONING BUILDING PERMIT OWNER TELEPHONE SO, FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1605 CONTRACTOR'S NAMENE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ . ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS PERMITFEE $ PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Ik Other nqp PeW��A -pnT T; old V Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: _INSTALL TEMP POWER FOR FUTURE LOT DEV. Mobile Home S G W 920.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 Main Service OOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A To KOooA ) 46.00 LICENSED CONTRACTOR'S DECLARATIONNEW I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full ce and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADONS. ( 8 ACC. BIDS. ) s0. 3.52 FT. CONST. MULTI.OUTLET NON•RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET US Ex. Occup. (OUTLET OR FIXTURES ) 20 @ K•50 B"` 50 Ex. Occup. ( OUTLETS RESID.i OR 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 43.00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compen ins r nce carrier licy number are: �. — Carrier ,� _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number = (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth ith co y wit hose rovi to X / _ ate �S `-Signature of Applicant - ❑ caner Contractor gent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE I TOTAL FEE $ 43.00 HAZ. I D. FEES I IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ove for which fees have been paid. Date - Xi PERMITEXPIRESON J (Oat-) Receipt No. 194604 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER U _% A `) b Proposed Building Use re- Y;.,? A. P. No. 0, o Building Inspector /Z-15 Date a - ;Z - ci G At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 1. All items have been submitted. 2. Plot plans, 3/4 sets, signed by preparer of plans. 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. 5. Hazardous Material Form. 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings. 8. Engineered truss details and layout in duplicate (required prior to plan check). 9. Mobilehome data and manufacturer's installation instructions, 2 sets. 10. Fees of $ 11. Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval/fees. 13. Flood elevation letter (100 year flood) by California Engineer. 14. Sanitation and plot plan approval Health Department. 15. City of Chico plumbing permit. 16. Plot plan and business license approval 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). 20. Pre -inspection for required. 21. Contractor's license information. (No., Name Style, Classification). Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner , Mail to owner �. 24. Recorded copy of Agricultural Acknowledgement Statement. 25. Letter of signature authorization. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. 27. Letter of intent on building use. 28. Mobilehome utility clearance. 29. Documentation of legal access. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. 31- Existing violations/expired permits. 32. Plan check list. JLL 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Applicant Date EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon writtten request by the person who paid the fee. The request must be made within one year from the date of fee payment on permits not issued, and one yearfrom the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant iOt""Ai}aw�9�Y`✓4+•"�y,,,Y.,rw+�wv.lir«iNr*r.tr..'^r'M''"-eu...'+Ir`..•..- 4. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION a .7 COUNTY CENTER DRIVE - OROVILLE, CAJI70RAIIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER !Mv % & h✓&-, 'e- ' Proposed Building Use 4 P",d A o wer- a /,P Building Inspector A. P. No. �1 Date -,P - �2 4- 9 6 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: IC � , DATE RECEIVED BY 2. 4. 5. 4 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. All items have been submitted . ....................... 11 Plot plans, 3/4 sets, signed by preparer of plans. ....................... Complete plans, 3/4 sets, signed by preparer of plans. ... �:................. . Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . Hazar'dous Material Form . .................................... ....... Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings. ....... .'.............. Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ - ............................ :;.............. Impact fees as shown on attached schedule . ............... .............. California Department of Forestry plan approval/fees. ........................ Flood elevation letter (100 year flood) by California Engineer . .................. . Sanitation and plot plan approval "' Health Department. City of Chico plumbing permit. ...................................... . Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: ....... . Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). .. .. ... P nsp 'o request Pre-inspection for required. , to uildi dor (Date) Contractor's license information. (No., Name Style, Classification). . Certificate of Workmans Compensation Insurance. ....... a1 �� Owner -Builder Verification (Given to owner , Mail to owner _ . 4....... . Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ........................................ Copy -of recorded deed of. parcel -creation and 60 right of way to a public road. Letter of intent on building -use.""` Mobilehome utility clearance . ........................................... Documentation ofdegal access . ..................... :........... ...... . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. .. Existing violations/expired permits . ...................................... 32. Plan check list 33., _Si -/ .........Q J .... .��.�. . .fir o.� .. . • a4-., 34. ci' 4 When you issue the permit Telephone Other Parcel Creation Acreage cess as follows: Mail to owner. Mail to contractor. - _ and hold for pickup at office. Deliver with inspector. z 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 r. 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,.__ phones -tmail Counter bj -Date Plans checked by Date Plans approved by'-'-� / �` f Date Sets of plans on hold in File cabinet 1 AP folder -' i Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, Califor'n'ia '95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMB 2ON11''G BUILDING PERMIT OWNER 1/^" / TELEPHONE SO. FT. I OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME D GLi N -e /-- TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIOJGWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMITFEE $ PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUUCTURE SF ❑ Duplex ❑ Mobilehome Othe Wel— p SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other.&_ i Describe Work: _7�/y.S 1'U- / er 7 L2Z �(,( •�ui /D Mobile Home SG W 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filin Fee 20:00 �i Main Service eoov o R LESS ( 200A OR LESS ) 23,00 Main Service ( 200A TO t000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Ccde, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors Lice. -Ise Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( s ACC. BUDS. ) s0. 3.5¢ IT. NEW CONST. MULTI -OUTLET NON.RESID. _ ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES ) 20 0 L.00 BA 0 (d .50 Ex. Occup. (OUITXED LETS(RES D.JOEA. ) 5.00 Temporary Service 23.00 3 ego Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor Cry WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is occTICAOZ. T. TYPE TOTAL FEE $ Lfe j --D. FEES I IMP FLOOD cDF PARCEL PD HD IssuE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMITEXPIRESON provisions to do work paid. Rnrcint Nn InIL l.0 D q