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HomeMy WebLinkAbout039-470-008-3 91_7_� JOHN VALINE _R�7- 5/7- 09� 'NIS Cosby Ave., 1700''Off nLone ;Pine, Chico contr: NorthS'tate Alurfiinumf- Chico Permit ##5841-75B (n w awning over ,existing deck ,2 039-470-008 PERMIT#98-0914 VALINE,'John F. '3666,Cosb'y Ave., Chico New -Single, Fa'mily 039L '470-008 ftRkIT#98-1367 .1 VALINE, John ' ` D� ,3666 Cosby Ave., Chico, Demo/Cabana 039470-,008' 99-1375 VALINE, John 3666 Cosby Avenue, Chico Contr: Owner Demo / Cabana 039-470-008, 99-1374 VALINE, John 13666 Cosby;Avenue, Chico Contr, Owner,. q. 4"kene'W61'ofBP# 98-0914 new single 00-1424 1 '.039'47=0-008 ,,:;,,�VALINE,, JOHN 'y� 3666 C0 SBY AVE: CHIC( 14'M -'. ' _�914 C0 2�m Bl�#98 �If +'1��'i4rw �- .w �yi w Y�y ~~ 4 .Nll `_ 4.Q39 '470-008 MIT# 9 7"7 5AG VALINE -VA Uohn­&Nan�-y- 3666 Cosby .Aye.;.Chico ,jg Ex,'fermit—Animal_Bqrn'_­ J w...e•.a..�c-w �.. s .w�� .r,- ae.T•. rw.� ,..�y-3e^r.'- ^�.,,^a+a+���+��.. ,., � •��i...K�f...r �. IN 039-470-008 : `:' :':'`' 99-1375_ y; ' j- VALINE, John n 3666 Cosby Avenue, Chico Contr: Owner -- PI/Z T Demo /Cabana -1374 r ' . f a •� , ' rte. i * h •y S av P r • ! COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 5$$-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 1. 1 '" \, oft�l— /-E,75 ASSESSOR PARCEL NUMBER 3q — ZONING BUILDING PERMIT V . OWNER ,OWNERS TELEPHONE SO. FT. OCC. f BUILDING VALUATION 6 _✓ MAIL! NG A C : c. ra CONTRACTOR'S NAME J Q tA�AJ 4 TELEPHONE CONTRACTOR'S MAIUNG ADDRESS CONSTRUCTION LENDER '. Fireplace LENDER'S MAILING ADDRESS Total Valuation $ Q ARCHITECT OR ENGINEER - LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ J • _ o'rt.+ ARCHITECT OR ENGINEERS MAILING ADDRESS " Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ ti 1 ,. (r IA., PERMIT FEE t O o LOT NO. ,SUBDNLSIONS NAME PARCC MAP PLUMBING PERMIT Fling Fee '. 20.00 Each Trap 7.00 USEOFSTRUCTURE x- a' � / ❑ Duplex fy bil home\V {'fuer . tf at:h,14 s .- SF ` SPECIFY 4-%Iar or heat pump water heater 23.00 Water piping 15.001. - Each gas water heater or vent 15.00 TYPE OF WORK _ New f7 Addition ❑ Remodel ❑ LLItilties© Installation ❑ Other O+'' - .. r-. Describe` Work: {� 4~11 Q � u �f -211 t l. 1 n AJ Ia -.0 Cl rA! r 4 P Y R i e- A /6 O'% -4N i I! ,>� Gas piping system 1 -.5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00. . PERMIT FEE $ I f �.h ELECTRICAL PERMIT Filing Fee 20.00 VOR LESS ) Main Service z00AORLESS 23.00 +'• > LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ^T. Licerise'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: tEo I, as'owner of the property, or my employees with wages as their sole compensation, i will,do the work, and the structure is not intended or offered for sale.- ❑ I, as owner of the property, am exclusively contracting with licensed_ contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. 'OR ADONs. ( D1=NQ S. SO 3.5¢x. N"ONRESD. MULTI.OUTLERTST @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURESBAL. 20 p 1.00 .50 Ex. Occup. GFlxLITE�°rs PCP.,OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION • '' 1 hereby affirm under penalty of perjury one of the following declaration:. ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 5771 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any, m-6 er so as to become subject to workers' compensation laws of Californand agree that rf I should become subject to the worke'rs' co ,6nsatio, r9wsiori's 6fysectibn 3700 of the Labor Code, I shall forthvrrith comply with'th s� pr10ons`' X +� �t (�f �- Date � -' I Signage of Applicant - Iwner a. Contractor ❑ Agent An OSHA permit is required or excavations over 5'0" deep and demolition or construction ures over 3 stories in height. .. MECHANICAL PERMIT, Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Hgrq,, Installation Fee $ Energy Inspection Fee $ - OCC CONST. TYPE TOTAL FEE $ 351 HAZ. p, FEES IMP FLOOD cDF pARC0. PD HD .ISSUE Loo This permit is hereby issued under the applicable provisions in the Butte County Code and/or beentp id to do work indicated above for which fees have been aid. / r B �Q - t Date tv ' e� ' 7 y Ll! ZtruL. PERMIT EXPIRESOND.S.-B:D. ate tReceiptNo.,�, 5� Z Q CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PE 1=T1 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER S TELEPHONE 35' ���� SO. FT. OCC. BUILDING VALUATION 0 `'� 1 . OWNERS MAILING ADDRESS CoF5try c, C ` L o CONTRACTOR'S NAME J © LAP.4. TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ (� ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ b'O ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 6 n C. Energy Plan Checking Fee $ $ lniC PERMIT FEE $ o -o LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE n / SF ❑ Duplex ❑ Mobilehome ther cc, IO b -iv SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other � Describe Work: A 12 -AL d, P x e� D �� i Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE S 7 ELECTRICAL PERMIT Fling Fee 20.00 Main Service z'000q OR DESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To ,000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a Acc. BLDs. SO 3.5¢FT; NOµH6S,0 T.MULTI.OU CUITS T @7,50 APPARATUS a SINGLE OURET CIR. Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 BAL @ .so Ex. Occup. OUTLETSR� p °El 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) I certify that in the performance of the ork for which this permit is issued, I shall note ploy any erson In a, an er so as to become subject to workers' co p nsation I of alifo and gree that if I should become subject to the ork s' co nsati isi f section 3700 of the Labor Code, I shall forth ith ly wit th o ' ons. X Date r Y Signa r of Applicant - quwner ❑ Contractor ❑ Agent An QeSHA permit is required or excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35. � HAZ. p. FEES IMP FLOOD CDF PARCEL PD HD SSUE 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. p g By Date 7 PERMIT EXPIRE ON `oX II — 7- V O 0 Date ReceiptNo. ;(( S—')— Z O WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .y• s " p.•. y �ONGFELLOT UM�EIZ .. ualit Truss• DesignQ... -Roof Floor Systems- . f� 89 Loren Avenue } Chico, CA 95928-7434 (530) 893-0112 9-. FAX (530).893-0140 Customer: -1 011 Job No: Co. INC. O Address: Alpine Engineered Products, Inc. • � Christian- W."Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• ,AP#: Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Syste (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct.; J-01: GA13LE EIA) UE"TAIL SIRGICBACK (NAIL 10 LEDGER 12' O.C.1 IBRACED AT 55' O.C.1 4 All LEDGER (NAIL 113IK1 10 VERTICAL W/2 -10d HAILS) GAEL (K► SPACING FOR 113 - 56.0' Q.C. REFER. TO SINPSDU CATALOG C-9414-1 FOR PRU MI A1IACIMIENi SPECIFICA11011 ( ATTACH A35 IN FI DIRECTIUI O .1 tSl1 (H) 2xq F.L. OR H.F. 12 OR / 819 STP.O•GOACK BRACE \1SI1�•\ (PII PEAK PLATE TO MATCH CONI'M TRUSSES. (SI 1 SPLICE PLATE 10 MAICH ffli 1 TRUSSES (HI 1 FEEL PLATE 10 HAICII 1014CM1 TRUSSES. (0) OPTION 10 WEB KATHG: USE 13)-2' MIRE SlAFLES (0.072 OIA./I5 GA. ) IDENAILEO IIIRU CHORD INTO WEB L 11(31 WEB INTO [too ON ONE FACE FUR A TOTAL OF 6 STAPLES. (PIT. IS I ) L (HI ) MIST BE PLATED. (G) GAME E10 DESIGN BASED OI 7511PH WINO LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN It 011. OURCKIKER GAELE ENO— REYF HAIER1AL (CI 2X LECIGERlqSTII'�c[IwIDN SII 1 IP.USSES 1 RONGBACK (M) BRACED AT 55' D.C. (C) 1X4 (ONIUAIDUS LATERAL BRACING FOR BRACE (SIP.UNGBACK) MEMBER. LONGER THAN 72'.. ATIACII AT MIDPOINT TF EACH BRACE Y/2 -8d (COMMON NAILS. GABLE ENO 24' MAX / 1111 )I NOTE: CIOP.OS 10 BE 2X4 FIR-LARCII 12 Hill. NOTE. IVIS DETAIL MAY BE USED FOR IRUSSES WITH PIICHEO B.C. ALSO. MPLAIE MAX. WEB LENGIII 2X4• 8-1-0 3x4• 13-6-0 DUTLCOKER '15 6 - 10d 1I11*1011 BLOCK NAILS 1 / / 3-IOd / BRACE HAILS EACII ENO OLITLOOKEP. CR I TER I A 0 12* Hill 24' MAX LUlll :•. ��. Irl : :� ��: 2X4 F.L. LIMBER GRADES NMIMPORTANTN�j`;;�,�;`;� ;°p,;'a';o;,;l"„' rs WARNING;N'[�'allp' IRIC110" AND 0 o L= o 0 o 5 -II -0 SEE "11.11 11 IPI. SEE 1111[ 0911, C=3 C� � A OEVIA110N IRON TNI[ 0I6IGN OP HESE SPECIFICA110"S. 011 ANI 11RACINi. !OR AOOI11p1AL SPICIAL PEPNANENI 1RlC l"a L� p G CM Cl FAILUu[ 10 BURG 111( I"S IN CD#fOPNUR 011N 0111/ 11 IPS. ALPIR Cp1[Clpl1 ARE NAGE 0/ 1001 OALV. 119IL NIEIINO ASIN OUIPt1IINi S. Ltuss 011[PNIsc IIDiCA ILO. p p CM C� G A4.16 W • 99CEP1 At WILD. APPLE C0114CIORS 10 EAC" FACE 0/ LLIPO 11Y11 OE Ll1EPALLI DRAL90 run 0 g C1 C� CI C=3 ALPINE [� '�' 410 UI1111 01/[RN1Q LOCAO90 ON TIN[ 99616K P01111pN IS AMOCO 0./14000 1111A1N114. 10110", a all AClgO PIGIO CSIL IND -- [ 11 L BETTER. [p0i[IOI+f PIP DR1.IIif 110. 110 1 IIIA-(. DESIGN SIAMAP0I .11N PPOPEPLI C� 0 L0",jRN M/APIl1CA1L[ MIOV111" 0f NOS t 1►1. AN [1011[[P�/ A►►11[ IELIt11CAL 1PDA1[ I//1/11) FOP C7 oTRUSS '[P[ 10 I1Pp1id 1 Ma1Nt 'a1q �ilAll PAINAILOII 1�[LIPUS! CpI1PLC —111 G SMIS OII[PCAa*lla telApal W�l1P(L It016 IGNL IOf [KLIION C73 E7=3 [=3 C) C7 d ..-IPI - Inks P1a11 linflllllE, 1413 - 1001 Na11011A1 OISIGII SI'CCIf ICA11011 FOR goal' C011311IICII2" '15 6 - 10d 1I11*1011 BLOCK NAILS 1 / / 3-IOd / BRACE HAILS EACII ENO OLITLOOKEP. CR I TER I A 0 12* Hill 24' MAX LUlll :•. ��. Irl : :� ��: 2X4 F.L. LIMBER GRADES X. MIGHT WITINLUI BRACING (11) OR STANDARD 5 -II -0 7S) TC OL 6.0, PSF ra BC OL 5.0 PSF /1 7-9-0 15-6-0 11 L BETTER. 7-8-0 15-5-0 SSI TC LL 30.0 PSF y TC OL 6.0, PSF ra BC OL 5.0 PSF r BC LLPSF 1b. C/38/5 1* 63091 A TOT . L0. 50.0' PSF CIYIL DUTI.FAC. ISPArdNri 1.15 F -GN ALI; ", U . ca( 10/31/94 - CI) 112 IG �� Job: V OEI41L-02 ALIEIUTAIE DIurwr. NOTE: SEEADNOTII1112 101 1IIEIIA FOR 1.111101-(1, PLATES, Atli)GTIII:R TRUSSES 11EGIITAE EXTREME CARE IN IIAND1.1110EITECTION A110 .811ACING, REFEII 1G 11'1 Illp-111. SVE THIS IIESIGN FON AIu1111011A1_ 51UPIAL 1111111A11EI11 RRACTNG 110111AE11L111S. 1111.1-64 111101WISE 111111VATkD, IDP CIIOM 511AI.1. III: I.AtERAi.LY CIIDf [1(iT111IIPIIIIPkRLYYATjACIIE'pnCl:il_111G1l 51ILA711TIIfi, pOTTOl4 VUR DING hri E N1 -M, IL DEPARTVUa 0", P 0 v C; (Alx11KIND CIItE11Sd Ai IIII11,O lif_101ALLY61'AlED. AA:11tNOIrS1141311 6UIT11 RI.E SUPpOf1YUUYI EIIlECT1QNACM11111ACTOR,IIGTII ETlll i TO A NAVY OF TIIE OELOII NEIII IOIIED IIRA II -IG TYPES HAY Of GHOST 1 TIITEIIM 8X4 'T' ACE` SAI -IE TA10HIAIyrTIfrl IIAn.s a 40G.r,IMINGIAEAIL ESUPIIIfl HIECTION C011111ACTOII. HAILSL0 6" OCC. SOIIACING HATERiAlB. TQIIEIERSUPIl IE11IByITII I6d EIIECTION CONTRACT011. 2X4 'C' BRACE. SAIIE GRADE AS VIED HEI -MER. ATTACII 111111 Ifid IIAILSI0NIC0111(lACTDIJAC11J0 NATERTAL TO RE SUPPI_IC:11 OY SCAO MACE SANE SIZE, GRADE Al -10 LEIIGTII AS ITER IIEIIR1-R. ok76l1NPLl[II BYlIE1111010111 CONTAACTOfI�ACING IIAIEIIIAI, TO UI _Al p UL � I C=3 C=3 G C=� Ca CM r� o 0 0 0 r+ cm n O Cm o � ca c1 ca- ALPiII C=' C= Q 7Ru95 0 R HxIIIPRnTAl 0111s11oI IMY encs 141ILM II PAID 14 "4 11•ICCIIN 1 .NI Cn 1 1,1111 .1 CnvI/ 4a U. 11/ 01 GOI,CGIVII 111 PHA fall"" ;I -M-11'" 1111 I II/•II ,lh 1-1Cp1'1A" Iq pli. 110 11141 i 1►1II. 11111{fl SEE 0111GIIIAL UEUIGII F00 Pr1OPPI PE11111510"S ` Tnucc onur.oinrvING f1FTAl( THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR TRUSS BRACING/BLOCKING IpETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES. AND HAS NOT BEEN (A) 2X4 13 HEN -FIR OR BETTER CONTTIJUOUS LATERAL BRACING.TO BE EQUALLY SPACED. ATTACH WITH (2)-16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (M) HEIGHT 07 TRUSS AT SUPPORT. I I I NG SECTION S -S (0) 2X4 N.F. 13 OR�BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 (T) -'TRUSSES O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SIIOWN. (P) SHEATHING APPLIED TO TOP CHORD. BRACE MAY BE LOCATED ON.EITE(ER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SU.°PORT IS IU,O" OR LESS, DIAGONALS NOT REQUIRED. (BB) BLOCKING TO BOTTOM WORD OVER SUPPORT, H.F. 13 OR BETTER 2X SIZE . B o APPROX. 45' OF BOTTOM CHORD. PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD) 18.2c3 CA - 1 - R - 0 0 0 Q Q � O Q Z�TRUSS� (INf1AllIRGFABRICATION. STALLING AND AIFIAo10(Y11REQUIRE •IAACIRGWARNING— AN0 BRACING).D►U8LIfN[0161 IPIIA(111111 PLATE Iu1T1,1E. 6 3 MAROl1AG o otoF10 oA., 5D11I Too. NAD1So1. Y1 67115). FON SAFETY PAACIIC[S PRIOR 10 /fAFOA"LIG IYIS[ fUNCI IONS. UNLESS OTHERWISE IADICATIO, 101 CNONO $NALL HAVE PROPERLY ATTACHED SIAUCIYAAI FAAELS. 10110" CNOADOi SHAII NATE A IRO►(ALT AIIACH(O RIGID CI[IING. '•INPORTANT•• FYRUSN A COPY 11113 DESIGN 10 IME INSTALLATION CONTRACTOR. Al►IY[ ENGINEERED /NOOYCIS, IAC. fNlll ROT /[ A(90NSIN I FOR ALIT DEVIATION ANON INIS DESIGN: ANY FAILURE 10 1YIIO IN( IA DfS(f IA COIFONMAICE YIIM I►I: OA FABRICATING. HANDLING. fNl►/ENO, INSTALLATION OR IAACIIG OF TROSS(S. INI1,01 f1G1 CONFOANS Y1111AI►LICA/I( PROTISIONS OF NOS (NATIONAL DESIGN S/(CIF ICAl10t ►Yll 1fN(D 1i AN[RICA1 fON[fI ANO PAPER ASSOCIATION) AND IPI. ALIEN[ CONNECTORS AN( NA O( OF TOGA ASI" AE67 WSI GAl1. fl[(l, [IC[PI AS 0.01[0. A/►lT CONNECTORS 10 OA1[[1011[1Rl III C NON"INI'IT QD`ESSIO p�yc * h W I OL 6VIM CIV�� �� TC LL TC DL B C DL L L TOT.LD. DUR.FAC. ( L ) REF R427 DATE 1/12/94 ' DRW 3,048,634 CA ENG CWC / 0 0 pAAYINGS(IS0.11S0 AND11L01A`Ff 11 SI Al AYING A/ll 1(SCONlTC 10"IM[[0(S10N of IN( TRUSS 0111CI(D NINE AN SNAIL 101 81 RII1[o U►ON IN ANY GINu VAT. E OF C.I\\EO . SPACING SEE ABOVE 2X4 STANDAnD JACK DETAIL ' SPACING 24" O.C. I)EF•LECTION CRITEWA: I 3X3 (LIVE LOAD) RAFTE11 SI-013ES < 4: 12 o L/240 nAFTEII SLOPES > 4: 12 < 12: 12 - L/100 CEILING JOIST " L/240 ESIGNER AND CEILING.JOIST 0 0 0 o r=) r� O Ek 0 Oo . -� CM �t� cm C1 O = r -1 (1 C1 i I.GX3 (:) IT IS TME RESP014SIBILITY OF TIIL- DUILDING D -•TnUSS FABnICATOn TO nEV1EW TIIIS OnAWING PnIOn TO CUTTING LUMDEII TO VERIFY 11 -IAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFOnM TO TIIE AIICIIITECTUnAL SPECIFICATIONS AND FABnICATOn'S TnUSS LAYOUT. MAXIMUM CLEAn SPAN 2X4 HEM -Fin STANDAnD --------- _....-........-_-•---- ----• r -o Trnnr-TER rlo RAFTER SLOPE < 4: Q 16 16 x30 30 10 15 10 15 25% 25% 15% 15% nl_IIUIn SUPPOFITED AT END RAFTER SLOPE > 4: 12 BUT �._?_: 12 16 16 30 30 10 15 to 15 25% 25% 15% 15X -41AXIML44 CLENI SPAN-- 9-2-0 PAN-- 9-2_0 8-7-0 7-11-0 - 7:5-0- -- - 0-11 _0 0-4-0__ 7_10-0 _ 9-6-0 _ 0-11-0 _ 0-5-0 0-0_-0 _ — _ 9-3-00 8-7 — _8=2_0__ 13-4-0 12-6-0 10-9-0 10-2-0 12-3.0 — I1-6_0 10-9-0- 13-11-0 13-1-0 - 11-10-0 11-4-0 -- 12-8-0 11-I1-0 -111=4.0 I CEILING JOIST 5 1,00 7_5_0•__TALL3-1 LIVE LOAD (PSF) 8=20 DEAD LOAD (PSF) JACK DETAIL . DURATION FACTOR ORW CD101 CA -ENG JS SIZE GRADE 10-10-01-0 2X4 Y1 FL 2X4 SS FL 2X6 11 FL 2X 6 SS FL 0 0 0 o r=) r� O Ek 0 Oo . -� CM �t� cm C1 O = r -1 (1 C1 i I.GX3 (:) IT IS TME RESP014SIBILITY OF TIIL- DUILDING D -•TnUSS FABnICATOn TO nEV1EW TIIIS OnAWING PnIOn TO CUTTING LUMDEII TO VERIFY 11 -IAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFOnM TO TIIE AIICIIITECTUnAL SPECIFICATIONS AND FABnICATOn'S TnUSS LAYOUT. MAXIMUM CLEAn SPAN 2X4 HEM -Fin STANDAnD --------- _....-........-_-•---- ----• r -o Trnnr-TER rlo RAFTER SLOPE < 4: Q 16 16 x30 30 10 15 10 15 25% 25% 15% 15% nl_IIUIn SUPPOFITED AT END RAFTER SLOPE > 4: 12 BUT �._?_: 12 16 16 30 30 10 15 to 15 25% 25% 15% 15X -41AXIML44 CLENI SPAN-- 9-2-0 PAN-- 9-2_0 8-7-0 7-11-0 - 7:5-0- -- - 0-11 _0 0-4-0__ 7_10-0 _ 9-6-0 _ 0-11-0 _ 0-5-0 0-0_-0 _ — _ 9-3-00 8-7 — _8=2_0__ 13-4-0 12-6-0 10-9-0 10-2-0 12-3.0 — I1-6_0 10-9-0- 13-11-0 13-1-0 - 11-10-0 11-4-0 -- 12-8-0 11-I1-0 -111=4.0 I CEILING JOIST 5 1,00 7_5_0•__TALL3-1 — nc• 8=20 7 _tQ_It-_ WARNINGInfist31iE0uulf U1111(liE C T Ill IUIIItUa. [n[tiPwl Imutllml. sic 11111.01 of IM• lit lilt$ n Isms Allot 11d1AE %PICIAI. Px.n"A11L111 OIIAC glllm:llfllb. NLIff Onf INISC IIIIICAIU pstle $lull Of tA1LIU1.11 1111ACLll 1111111 of6' �1 l/ A11ACico rlYm1w111 SICAiU111:. o011a1 ui n1n 11m"•Ul1 AIIAI:Ic11 0111111 rill' list -• �(�`� �•�� AI.r 11E ILpnICAI U'nAlt 11/1/411 run rim" fj T>r Of pl("Alt A141. ICAI lilt. 1u1111ral A Civ- - 1111 �f liEslcll 10 lit Ilwl',s In1C111m1 Cu1111Ar.11"1• •wirit Flown rims "woo I:Imr.lhlr.l loll �W JACK DETAIL . REF 8992--! 10-3-013-11-0 ORW CD101 CA -ENG JS 10-10-01-0 n C In M to U3 N — nc• N1tIMPORTANT 11i(u.rtlF naunlltu rrrlromn, lir.. $lull MI Of Icsrtw111n11 rims Allf nlruI1011 ria" lilts 11($1611 on llcst $1'Eru11: 111/n. ul Allr /A Il1"i1 10 11UI10 ,ifInusis IN cpr OIWAIICt "list 0s11a of 11.1. At►1111 C01Ac Cion$ Ane NAnc or Ton► CAIV. 1111[11. K.111110 ASIN Al" In 11 UClrl A3 Ia110. 1111( C1mAdCllos 10 IACII LACI or Inas$ At wilts$ 011cp11st Al -al lilts ntflGl Pommel COu(CIOns rl0 psAmllIGS 130. 110 s IFOA-1. OE$Iral s1AioAlus I:mtola m/ArnlCAnl1 11m111s11"Is of 1413 C IN. All 111111c(n:s $1At oil Illls On,Wlllr. 11111x.1 10 1111 flms'Imclll OtrlCl(n IAIm: I" pct. Alli sl Ult 1111 of nil llO Orzel 111 A11r oUrn "U, •..Irl limits Milt IIK1111111• lot - In91 wilnul l 11'311;11 WARNINGInfist31iE0uulf U1111(liE C T Ill IUIIItUa. [n[tiPwl Imutllml. sic 11111.01 of IM• lit lilt$ n Isms Allot 11d1AE %PICIAI. Px.n"A11L111 OIIAC glllm:llfllb. NLIff Onf INISC IIIIICAIU pstle $lull Of tA1LIU1.11 1111ACLll 1111111 of6' �1 l/ A11ACico rlYm1w111 SICAiU111:. o011a1 ui n1n 11m"•Ul1 AIIAI:Ic11 0111111 rill' list -• �(�`� �•�� AI.r 11E ILpnICAI U'nAlt 11/1/411 run rim" fj T>r Of pl("Alt A141. ICAI lilt. 1u1111ral A Civ- - 1111 �f liEslcll 10 lit Ilwl',s In1C111m1 Cu1111Ar.11"1• •wirit Flown rims "woo I:Imr.lhlr.l loll �W JACK DETAIL . REF 8992--! DATE 02/ ORW CD101 CA -ENG JS n C In M to U3 N PIGGY BACK CAP CONNECTION DETAIL (1) + CONNECT CAP TO ENGINEERED BASE TRUSS WITH EITHER 3X8 TRULOX NAIL PLATES OR 4"x8" 1/2"CDX PLYWOOD GUSSETS ON BOTH FACES OF 'TRUSS. LOCATE GUSSETS ADJACENT TO JOINTS AND HEELS IN CAP TRUSS. (A) SEE DESIGN FOR LUMBER SIZES, GRADES 8 REQUIRED JOINT PLATING. 1 • 2X4 13 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING (PURLINS). ATTACH USING 2-16D NAILS. BRACING MATERIAL TO BE SUPPLIED 8 ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (1) REV — 4/22/93 — PLYWOOD CALLOUT tI = NUMBER OF NAILS REQUIRED TRULOX 4-61) REQUIRED ON EACH FACE 1/2" CDX 4-6D REQUIRED ON EACH FACE (A) PASO TRUSS PRE—ENGINEERED CAI' TRUSS (A) PRE—ENGINEERED BASE TRUSS. (A) C0102 ALTERNATE SHOULDER DETAIL 1 9/16" FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR PLATE TYPE REF; 12064 ALPIfE ENGINEERED PROVucil, INC- )III IMPORTANT SHALL NOT BE RESPONSIBLE FOR ANY TRu99EB REQUIRE EXTREME CME WARNINGIN HANDLING, ERECTION A o`ESslo DESIGN CRIT TC LL: 50 PSF DATE: 1/28/9 DEVIATION IRON THIS DESIGN OR HESE SPECIFICATIONS. OR ANY TO BUILD THE TRUSS IN COIFOfMA10E WITH OSTBB BY TPI. BRACING. SEE HID -CI BY TPI. SEE THIS OE FOR ADDITIONAL SPECIAL PERMANENT BRAC TC OL: 1S PSF DWG' CD102 FAILURE © ALPINE CONMECTORS ARE HAVE OF 20GA 64LV. STEEL MEETING ASIN A446 M B EXCEPT AS NOIEO. APPLY CONNECTORS 10 EACH FACE OF OUIREMENIS, UNLESS OTHERWISE INDICAi CHORD SMALL BE LATERALLY BRACED KITH ATTACHED PLYKOOO SHEATHING. BOIT C 5 BC DL: 10 PSF as FM 4Q_ A TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONECIORS PER DMKINGS 130. ISO 6 16CA-F. DESIGN SIANDAADS LY WITH PROPERLY ATTACHED RIGID CEILIIL .,M �� 6 11 71( IisF TOT LD: 75 PSF COIFORN M/APTLICABLE PROVISIONS OF HOS 6 IPI. AN ENGINEER'S TRUSS APPLIES TO THE COMPONENT OEPICIED HERE ALPINE TECHNICAL UPOATE (7/1/91) FOR ORYKALL APPLICATION. FURNISH A COPY TIM OUR FAC: I S 1b PITCII:VARIES SEAL ON THIS DAAMIND IN ONLY. AND SHALL HOT BE RELIED UPON IN ANY OTHER KAY. • IPI - TRUSS PLATE INSIITUIE. NOS - I991 NA'IONAL OCI DESIGN TO THE'".' ERECTION CONTRACIO GN SPECIFICATION FOR WOOD CONSTRUCTION C. {r �Q` SPACING 2=O',0C TYPE: DETAIL Cn E- V 'A A O f34 cam. A w a w w z C-:3 :L -- C=3 w z o�. 6 rs.. <r 0 TIE fVALINE-JOHN VALINE - [SGE] T-16 T-2 PIG/BP/DGE[6'SB] [Z-PLYJ) Inn unu rncrAncu rnUPI vunrumn Anrul (LUAD3 6 U1ncn3Lun3) 3u0nLIICU Of IKU33 nrn. TOP CHORD 2x4 OF -L #1 :T3. T5 2x6 DF -L SS: 2 Complete Trusses Required BOT CHORD 2x4 OF -L $1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NAILING SCHEDULE: (12d_box_na11s) SPECIAL LOADS TOP CHORD: 1 ROW ® 9' o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BOT CHORD: 1 ROW ® 12' o.c. TC - From 60 PLF at -2.00 to 60 PLF at 9.48 WEBS : 1 ROW 0 4' o.c. TC - From 194 PLF at 9.48 to 291 PLF at 24.00 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC - From 291 PLF at 24.00 to 194 PLF at 38.52 IN EACH ROW TO AVOID SPLITTING. TC - From 60 PLF at 38.52 to 60 PLF at 50.00 BC - From 4 PLF at -2.00 to 4 PLF at 0.00 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BC - From 32 PLF at 0.00 to 32 PLF at 48.00 BC - From 4 PLF at 48.00 to 4 PLF at 50.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. TC - 360 LB Conc. Load at 6.00 TC - 360 LB Conc. Load at 42.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. BRACE ALL FLAT TC ® 24.00' OC. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. BUTTE C()u 10 PSF BC LIVE LOAD PER UBC. W3X4 - WM 4 4�P FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625.376. 847.045, OR 3.045,810. Fft � 0`p R7 181 1 V W3 4= W3X4!m W5X6� W3X4® W3X4 W5X6� W3X10� 3X a W5X6s M42 W5X4s 3 r T3 5 -+ 3 W3X6(Al) e -O- W3 Os3 y-W3X-4-m-�W4-X-6-�- W3X6� W4X6saW3X4� W3X10@ 1 f W3X6--W4X�4� W3X6(Al) Em � , 1J-0- ` 14-4-12 aJE 27-5-8 9-5-13 1 29-0-6' 1_ 9-5-13 J 48-0-0 Over 4 Supports - _I R-430 W-3.5' R-431 PLF W-16-9-8 R-2862 Wa3.5' R-153 W-3.5' Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.2e6 CA - 1 - - - F Scale -.1875"/Ft. •'WARNING'S TRUSSES REQUIRE EITREME CME IN FABRICATION. HANDLING, SHIPPING, 1157ALLIR8 AND BRACING. REFER TO 1118.91 (HANDLING INSTALLING AND BMCIY6). PUBLISHED BY TPI (TRUSS PLATE �¢s�o, TC LL 16.0 PSF REF R427--97282 INSTITUTE. 595 D'OVOFBIO DR.. SUITE 200, MADISON, WE 35119). FOR SAFETY PRACTICES PRIOR TO TC DL 10.0 PSF DATE 06/11/98 PERFORMING THESE FUNCTIONS. UNLESS OIHERNISE INDICATED. 70P CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOR CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. "IMPORTANT• FLARISN A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED '98 BC DL 8.0 PSF DRW CAUSR427 98162067 PRODUCTS, INC. SMALL HOT BE AtSPONSISLE FOA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i - BUILD TBE TRUSSES IN CORfORMAtlCE YITM TPI; m FABRICATING. NANOLING. SHIPPING. INSTALLING AND 5 BC LL 0.0 PSF CA -ENG AEB/GWH I ACTS G OF 7AUSSI3. THIS OE SIGN COHFOAMS VITT APPLICABLE PROVISIORS OF NDS (NATIONAL DESIGN ERE CONNECTOR$ ARE MC ICATION PMADE SOF 206AHED 01 TASTN A6S5 GAa0HE AMERICAJI RGALT. EST STEEL. EECI►TPAPER I ASITOTED. AND TAPPLY ACONNECTORS TO VN 6 i * TOT. LO. 34.0 PSF S E O N - 18189 1ACB FACE 0► TRUSS, AND DRLFSS OTHEflWISE LOCATED OM THIS DISICa, POSITION CON NIC TONS PER DNA Rif 1611 As . TBE SEAL ON THIS DRAWING 1N01 GATES ACCEPTANCE Of PROFESSIONAL EAGINEERING D UR . FAC. 1.25 FROM ED AlpmC � PLodUa4. IOC. RESPOASIBILITY SOLELY FOA THE TRUSS COMPONENT DESIGN SHOYA. .THE SUITABILITY AND USE OF THIS • 38C71s CA 95929 SOMPOIERTIJIPI 1FOR ANY SECTIOICULAR BUILDING 19 TBE RESPONSIBILITY Of THE BUILDING DESIGNER, PER' '^ LOADING SEE ABOVE IVALINE-JOHN VALINE - T-2 PIGGY TOP CHORD 2x4 DF -L $i BOT CHORD 2x4 OF -L #i Lr, WEBS 2x4 DF -L Standard N M a:1 L 0 N M O z PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONAL LOADS ----(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) TC- From 8 PLF at -2.00 to 8 PLF at 9.48 TC__ From 8 PLF at 38.52 to 8 PLF at 50.00 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC 0 24.00' OC & ALL BC 0 48.00' OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. IT )PROVIDE CONNECTION FOR 159# UPLIFT. ANCHORAGE MUST BE FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376. CONTINUOUS TO THE FOUNDATION. RECOMMENDED CONNECTION !/� 847,045, OR 3,045,810. FOR UPLIFT: SIMPSON H2. SEE CATALOG C-PT95H-1 FOR 7 NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED, a SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. W1.5X41B W8X8� W8X8� � � (�'��� ® ®��� 10 PSF BC LIVE LOAD PER UBC. W3X4,0 e r B W3X4® N tft� u, W6X6 (R) 01 �111? 0 ff W5X8e W6X6 (R) .F. , v W3X W3X86 W3X4� �..l3 / W3X6(Al) 3 4 ''W3X4 �: 4 - _ A _ W3X6 (A1) NOR W3X8g W4X4� W4X4s 8-0-0 JA s;- W3X8s '� TCi �!) W X6r/ - W5X6 11� i a w w z z w w z o.. I c.. L.A7 0 Ln I C]O On rn UW- 6-1-12 SIE 35-8-8 -1 w- 1-9 I 9-5-13 _I_ 11-0-8 _1_ 6-11-6 _1_ 11-0-8 _1_ 9-5-13 01 1- 6-3-8 �- 17-8-8 r 17-8-8-T1T6-3-8 1 48-0-0 Over 4 Supports R--159 W=3.5' R-1916 W-3.5" R-1916 W-3.5' R--159 W-3.5' T TYP. Wave TPI - Alpine EnglacertIf oduc— ' be. Swribsego, AR Design Criterla: TPI(Sl 'WARN ING`• TRUSSES REQUIRE ETTIERE CARE 11 FABRICATION, HANDLING, SHIPPING, INSTALLIRG AID BRACING. REFER TO 11I9•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, $03 D'ONOFAIO DR.. SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PH TON TO PERFORM INC TXESE FUICTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAYS PROPERLY ATTACHED STRUCTURAL FANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT"- FURNISH A COPY OF THIS DESIGN TO TRE'IMSTALLATIOI CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN; ANY FAILURE TO NOELD THE TRUSSES 11 CONFORMANCE WITH TPI; 01 FABRICATING. HANDLING. SNIPPING, IISTALLING AID BRACING OF TRUSSES_ THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 003 (NATIONAL DESIGN SPECI FICATIOY PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AILD TPI. ALPINE C0..IC71IS ARE MADE OF 2064 ASTM A653 SR40 BALI. STEEL, EXCEPT AS ROTED. APPLY CONNECTORS TO EACH FACE OI TRUSS, AWD UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOISINILITY SOLELY FOR THE TRUSS COMPONENT RESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPO/EIT folkANY PARTICULAR BUILDING IS THE RESPOISIBIL17Y OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTIO0 2. .8.2c4 CA - i - - - F �pfESBlp,-,� w, 198 TC LL TC DL BC DL 16.0 10.0 8.0 PSF PSF PSF 7O BC LL 0.0 PSF aR 63dIOD1 * TOT.LD. 34.0 PSF ` DUR.FAC. 1.25 SPACING 24.0' Scale =.125"/Ft. REF R427--97283 DATE 06/11/98 DRW CAUSR427 98162013 CA -ENG AEB/GWH SEON - 54011 FROM ED w t17 0 s co C7) C!7 z ti (VALINE -JOHN VALINE - T-3 PISGT/BF/ISG TOP CHORD 2x4 DF -L #1 DOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard -1'L FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634.016, A625.376. 847.045, OR 3.045.810. RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON LU24. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. ADDITIONAL LOADS -----(LUMBER OUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 8 PLF at -2.00 to 8 PLF at 9.48 TC - From 83 PLF at•28.00 to 160 PLF at 37.00 JC - From 8 PLF at 38.52 t o 8 PLF at 50.00 BC - 489 LB Conc. Load at 28.00 W1.5X4111 W7X8� BC - 335 LB Conc. Load at 37.00 W8X84 I"u U r ^- r UnrU n•u.rWI I—nw a UAncnu—j a--I&U o• 1A— nr 2-05-6p LA'e—Truss-es-Aequi red — NAILING SCHEDULE: (IOd_bo)Lnalls) TOP CHORD: I ROW @ 12" o.c. BOT CHORD: I ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 24.00" OC b ALL BC @ 48.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 1 (T)PROVIDE CONNECTION FOR 323# 5 739# UPLIFT. ANCHORAGE MUST BE y CONTINUOUS TO THE FOUNDATION. RECOMMENDED CONNECTION FOR UPLIFT: SIMPSON H2 AND H7 RESPECTIVELY. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) )A3 PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 W3X4 � TABLE 7.3.3. 8 r -Y B W3X40 au W.2.5X4 m 10 PSF BC LIVE LOAD PER UBC. W5X6 6 . ��5X'8W5X8� I'a/#V(; ��°•' W3 X 8:, W3 X-4 � X 4 a W4 X 12 a / a� W3X6(AL) 3 W3X4o WS W3X4� / - 3 W3X6(Al) ® -4 P PAR'ruj W4X4� + 0 e I W3X8 W4X12 itVA:D (T)i W5X6s 89# 35# �W5H6 1) I S 2 ��� 35-8-8 PIS I 9-5-13 _I_ 11-0-8 _I_ 6-11-6 _1_ 11-0-8 1_ 9-5-13 .1 i` 6-3-8 `i! 17-8-8 'l 17-8-8 -T 6-3-8 1 48-0-0 Over 4 Supports R--333 W-3.5" R-2604 W-3.5" R-4058 W-3.5" R--739 N-3.5• PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.2c4 CA - 1 - - - F Scale -.125"/Ft. ••WARNING•• TRUSSES REQUIRE EXTREME CARE 11 FABRICATION. HANDLING. SHIPPING. INSTALLING AND TC L L 1 6.0 P 5 F REF R42 7 --97284 aNACIIG. REFER TO NIB•9] (HANDLING INSTALLING AND BRACING). PUBl13NED BY TPI (TRUSS PLATE ESS/ INSTITUTE, 563 O'ONOFRIO DR., SUITE 200, MADISON. Y1 537197. ►0R SAFETY PRACTICES PRIOR TO PER►ORIIIRG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC OL 10.0 PSF DATE 06/11/98 STRUCTURAL PANELS. BOTTOM CHONG SMALL HAVE A PIOPENLY ATTACHED AIG10 CEILING. •'IMPORTANT`• FUWIN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 198 BC DL 8.0 PSF DRW CAUSR427 96162074 PRODUCTS, Inc. SMALL NOT BE tESPONSIBLE rot ANY DEVIATION FROM THIS DESIGN: All FAILURE TO BUILD THE TRUSSES IN CONFORMANCE YITN 7P1: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AMD 049845 F- C LL 0.0 PSF CA -ENG AE B /GWH BRACING Of TRSSES. TAT$ DEIGN CONFRMS WIH APPLICABLE PROVISIONATIONA —ARCHN't SPECIFICATI NUPUBLISHED BY THESAMERICANO FORESTT TAND PAPER ASSOCIATION)SAND TPI.Of NOS(NALPINEL DESIGN DA 6*01 CONNECTORS ARE MADE OF IOGA ASTN A663 GR40 SALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT. L D . 34.0 PSF S E ON - 54163 EACH FAcE of TRUSS, AND UILESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DIAWIN6S 160 A-1. THE SEAL ON IN IS DRAWLRG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING - --D UR.. FAC . 1.25 FROM ED Alp11� PI'Od11C�. IOC. NESPONSIRiIITV SOLELY fON THE TRUSS CONP01[NT DESIGN SNOMN. 'THE SUITABTLITi AIO US[ OF THIS _ Barr CA 95828 ANSI/T►IT1r1915BSECTIONARCILAR BUILDING IS THE RESPONSIBILITY of THE BUILDING DESIGNER. PER �_. SPACING 2 4 . 0 " 0 N C"7 0 z (VALINE -JOHN VALINE - T-4 PIGGY/BP/TSC L-20.0110"STUB TOP CHORD 2x4 DF -L $1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER OUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) TC - From 8 PLF at -2.00 to 8 PLF at 9.48 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, 847.045, OR 3,045,810. 2X4 (Al) a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS T0j® BRACE ALL FLAT TC ® 24.00" OC & ALL BC ® 72.00' OC. 6� 10 PSF BC LIVE LOAD PER UBC. ��� W6X40 W1.5X4 W W4X4Ea �.��'s�447'iP►. 8 r W2.SX4P W5.16 0 W4X4-- —2 4 3 r W2.5X4 9 W4X41✓ 1I-2-0-n��E 6-1-12—G1. 9-5-13 _I_ 11-0-8__ f 6-3 8 T 17,48 " 27-10-6 `Ovei-=9`=°SuppO R-173 W-3.5" R-1255 W-3.5" Liz PLT TYP. Al ine,Wave TPI -95\R Design Criteria: TPI STD —WARNING—TRUSSES REQUIRE EXTREME CARE 10 FABRICATION, HANDLING, SHIPPING, INSTALLING AND � BRACING. REFER TO NIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE � 07 INST ITOTE. S83 D'ONDFAID DR., SU17E 200, MADISON. WI $3719), FBI SAFETY PRACTICES PRIOR TO CT PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CEDED S8ALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL RAMI A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT"" FURNISH A COPY OF THIS Df SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, ►NC. SNAIL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD Tat TRUSSES Itl CONFORMANCE N1 iN TPI: ON FABRICATING. HANDLING, SNIPPING. IISTALLING AND 19 ACING OF T0.USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN EMB -SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATIOR) AND TPI. ALPINE .�- CONRICTORS 0.0.E MADE Df t08A ASTM 0.653 60.10 QALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AMD URIESS OfHEPMtSt LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OAANINCS IGD A•I. THE SEAL ON THIS GNAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AVpy„— A �. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONR. THE SUITABILITY AND OSE Of THIS ^Y�+"� 9S�B COMPONENT f00. AMY PARTICULAR BUILDING IS TH[ RE LPONS[BIL ITV OF THE IUILDING BESIGNE0., PER AtS1/TPl 1.1995 SECTION 2. 0 4-1 -14 W6X6- 4 `— +12-8-9 W2.SX410 W1.5X4 W 8-0-0 etc FO R-670 W-3.5" 18.2c4 CA - 1 - - F Scale -.25"/Ft. ES8/p,� TC LL 16.0 PSF TC DL 10.0 PSF REF R427--97285 DATE 06/11/98 198 CM5 BC OL 8.0 PSF BC LL 0.0 PSF DRW CAUSR427 98162075 CA -ENG AEB/GWH DIP66 * TOT.LD. 34.0 PSF SEON - 54175 OUR:FAC:^-1-1-.•25— -^ FROM ED SPACING -a 24.0!44 -z FO IVALINE-JOHN VALINE - T-6 BP/MON TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 Lr, WEBS 2x4 DF -L Standard N co a r 0 N M O z s PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3,3. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 6 PLF at -2.00 to 8 PLF at 9.46 InIS uNU rKtrAKtU rMUM LUNYUItM 1NYU1 (LUADS A U1MtNSIU)IS) SUUM111LU IIT IMUSS NPM. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC ® 24.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 III R r--- T 2-11-1 3X4 L-2-0-0 1 6-1-12 9-5-13 1 a 9 6-3-8 4-6-14 10-10-6 Over 3 Supports R-390 W-3.5' R-405 N-3.5' R-148 W-1.5" -T..8-0-0 PLT TYP. Al ine Wave TPI -95\11 Design Criteria: TPI STD 18.2c4 CA/ -/I/ -/-/-IF Scale -.375' Ft. pp,,,,,,��,,,,��,,,,,�qq AIPbw '�'d•�^'••'- •�" SwfimcnbD CA9SE29 ••WARNING•• TRUSSES REQUIRE EXTREME CARE IN FAMICATIOR, HANDLING, SHIPPING, INSTALLING AND B0.At1N6. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INST 1TUi,. SBS D'ONOFRIO DR., SUITE EOO. MADISON. NI $3719). FOR SAFETY PRACTICES PRIOR TO PE0.FO0.MIN6 TWESf FUtlCT10RS. UNLESS OTtlfQYI SI INDICATED, TOP CtlO0.D SMALL HAYE PROs [lli ATTACHED 2T0.UCTUAAL PARElS, 00170, CHORD SMALL HAYE A PROF ME ATTACHED R161D CEI LIMG. --IMPORTANT" FURNISH A COPY Of THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: All FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING ANDems BRACING OF TRUSSES. 7X11 DESIGN CONFORNS VITO APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION LPINE CONNECTOR$ ARE NADfS0 XOGATASIA ASSSHE A6N40GALYN FOREST ANSTEELEREXCEPTIASEN TED ON) AND TAPPLY ACONNECTOR$ TO EACH LACE Of TRUSS. AF OALESS DTIIEQMISE LOCON THIS 0Efi6R, POI1TIOtl CONNECTORS PER DRAYIN65 100 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTARCE OF PROFESSI.AAL ENGINEERING COMPOYEITIFOQYANILELY FOR PARTICOLANETRUSS BUILDING IS THETDESIGN SHOWN. .RESPONSIBIL17V Of TOE BUILDINGTHE TY AND U SE DESIGNER, PER THIS ANSI/TP) 1.1995 SECTION 2. pFE �- 1♦F �(. IN 198 Gam Tt C _ ' TC LL 16.0 PSF TC DL 10.0 PSF BC DL 8.0 PSF BC LL 0.0 PSF TOT . L D . 34. 0 PSF REF R427--97287 DATE 06/11/98 DRW CAUSR427 98162076 CA -ENG AEB/GWH S E ON - 54189 OUR. - 25 FROM ED FROM N- Or "SPACING_ `.24.0 + 4 (VALINE -JOHN VALINE - T-6 PIGGY/BP/TSC/CARR [1 -PLY]) TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L #1 ,r, WEBS 2x4 DF -L Standard :W2, W18 2x4 DF -L #1: N 11 PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. Q: ADDITIONAL LOADS ----(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 8 PLF at -2.00 to 8 PLF at 9.48 oN TC - From 8 PLF at 38.52 to 8 PLF at 50.00 BC - 295 LB Conc. Load at 17.00 0 8C - 468 LB Conc. Load at 21.00 z ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER,., UBC. FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, 847,045, OR 3,045,810. W1.5X4 W *********DO NOT TURN TRUSS END FOR END********** W8X8a W3X40 /A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** CALCULATED HORIZONTAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 24.00" OC & ALL BC @ 24.00" OC. WARNING: FURNISH A COPY OF THIS DWO TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW, RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON LU24. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL ,HEIGHT OF SUPPORTING GIRDER. I (T )PRCONNECTION FOR 295# UPLIFT. ANCHORAGE MUST BE CONTINUOUS TO THE FOUNDATION. RECOMMENDED CONNECTION .,FOR UPLIFT: SIMPSON H2. SEE CATALOG C-PT95H-1 FOR Al,NAILING SPECIFICATIONS. (UNLESS OTHERWISE SPECIFIED. A W8X8 SUPPORTED MEMBERS HAVE IDENTICAL LUMBER SPECIES AND MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) W3X4.o a eWH4� A W5X80 ?iM 85� t�5X8Q o W5X8o p 413X10 ���� a W2 W3X4 W3X4-- W18 A W3X6 (Al) 3 W3X14,o WMii* 3 W3X6 (Al) w8-0-0 r W5X8T3 W3X10a f / z 15� ) W X6� 95� 68 WSX6f (�) w z6-1-12 35-8-8 aI 9-5-13 _I. 11-0-8 _I_ 6-11 6 I_ 11-0-8 _1_ ;5-13 d 6-3-8 T 17-8-8 T 17-8-8 T 6-3-8 - 48-0-0 Over 4 Supports R--295 W=3.5' R-2623 W-3.5" R-2333 W-3.5' R--225 W-3.5' 0 L17 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.2c4 CA - 1 - - - F Scale —.125'/Ft. WARNING—TRUSSES NlOUIRE EXTREME CANE 11 FABRICATION. NAYDLING. SHIPPING. INSTALLING ABO Evy2 TC LL 16.0 PSF REF R427--97289 REFE BRACIRG. R TO MID -91 (MARDLING INSTALLING AND BRACING). PUBLISHED BY TPT (TRUSS PLATE C)c� INSTITUTE, 697 D'OMOFRIO DR.. SUITE 200, MADISON. Y1 $3119). FOR SAFETY PRACTICES PRIOR TO LT PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED , Cy T C DL 10.0 PSF DATE 06/11/98 07 STRUCTURAL PANELS, BOTTOM CHORD $BALL HAVE A PROPERLY ATTACHED RIGID CEILING.'ir� ••IMPORTANT— fTRNISH A COPY Of T' I$ DESIGN TO THE 1037ALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 8.0 PSF DRW CAUSR427 98162077 PRODUCTS, INC. SHALL NOT BE RE SP 0ISIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SNIPPING. INSTALLING ARD '-' BRACING OF TROSSIS. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN q� BC LL 0.0 PSF CA -ENG AEB/GWH SPECIFICATION POOLISHID BY THE AMEIICAA FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * * TOT. LO. '.34,0 PSF SEAN - 54204 �-' CONNECTORS All RACE OF ZOGA ASTM AGS7 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TAOS$. AND UNLESS OTIERWISE LOCATED 06 7115 DESIGN. POS17101 CONNECTORS PER DRAWINGS 160 A -T. THl SEAL ON THIS GNAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C D UR . FAC . i . 2 5 FROM E D D00 . N[SPONSIBILITY SOLELY FOR THE TRO$$ COMPONENT DESIGN SHOWN. THE SUITABILITY An USE OF THIS t:_ ANSI VTP IT1 F199SN SECTIONC2LAR BUILDING IS THE 0.ESP01f 1BIllTr OF THE BUILDING DESIGNER, PER S PAC I N G 24.0 " 814BmtsdD, CA 95828 `9 Lc -.N N a: 0 CV TS0C-)- c—_; INE -JOHN VALINE T-7 MONO/BP/TSC TOP CHORD 2X4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 8 PLF at -2.00 to 8 PLF at 9.48 DEFLECTION MEE- 10 PSF BC LIVE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC @ 48.00` OC. W1.5 X4 111 1-2-0-0 -IC. 6-1-12 J I� 9-5-13 7-4-9 f 6-3-8 T 10-6-14 16-10-6 Over 3 Supports i R-327 W-3.5' R-701 W-3.5' R-323 W-2° LrA .PLT TYP. Al .ine Wave TPI -95\R Design Criteria: TPI S1 --WARRING-- TRUSSES R[OOIAE EXTREME CAR( IN FABRICATION, IAIDL[NB. SNIPPING. IISTALLINO AND C70 BN ACI IC. REFER TO NIB•91 (HAIOlIR6 INSTAlLIN6 AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 07 IYSTI iUTE. 5BT D'OIOFRIO OR., SOITE E00. RADISON. It 37719), FOR SAFETY PRACTICES PRIOR TO C77 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD (HALL RATE A PROPERLY ATTACHED RIGID CEILING. ---. ••IMPORTANT— FOINISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTAACTOR. ALPINE ENGINEERED PRODUCTS, IRC. SHALL 401 HE RESPONSIBLE FOA ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABBICATII6, HANDLING. SNIPPING, INSTALLING AID BRACING OFTRUSSES. THIS DESIGN CIC IFORNS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN .�' SPECIFICATION POBLISNED BT TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .a CONVECTORS ARE NAGE 0► IOU ASTM ANSI 6140 GAIN. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO „ EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORNECTORS PER OIANINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEEAINC ine ��� � RF SPOHSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ryC SDaamento, G1 95828 COMPOHEIT FOR AAT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANS(/TPI 7.1895 SE DTIOR E. 18.2c4 CA - 1 - - - F ESS/0,� W. 9B TC LL TC DL BC DL 16.0 PSF 10.0 PSF 8.0 PSF 5 BC LL 0.0 PSF �`6 * TOT.LD. 34.0 PSF DUR.FAC. 1.25^ SPAC I NGn-,`24.0' 1-1 r REF R427--97290 DATE 06/11/98 DRW CAUSR427 98162078 CA -ENG AEB/GWH SEON - 54209 FROM ED (VALINE -JOHN VALINE - T-8 PIGGY/BP/TSC STU TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 Ir WEBS 2x4 DF -L Standard N rn PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. I1. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE OUR,FAC.=1.25) N ITC - From 8 PLF at -2.00 to 8 PLF at 9.48 a FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, z 1847,045. OR 3,045,810. v A O a 93- 9=3 w a w C-1 z z w w z a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 24.00" OC & ALL BC 8: 48.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W6X4 0 WT GYA III W4YANa L-2 -o-0.1 6-1-12 30 9-5-13 11-0-8 6-7-5 6-3-8 17-8-8 1 3-1-10 27-1-10 Over 3 Supports J R-165 W-3.5" R-1217 W-3.5' R-647 W-2' N +12-11-7 +B -D -O Scale-.25'/Ft. REF R427--97292 DATE 06/11/98 D R W CAOSR427 98162079 CA -ENG AEB/GWH SEAN - 54213 FROM ED w C=) PLT TYP. Al ine,Wave TPI -95\R Design Criteria: TPI STD 18.2c4 CA - 1 - - - F C)C� KZ" I ••MARKWG•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 018.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 O'ONOFRID DA., SOITE 100, NADISOW. NI $0119)• FOR SAFETY PRACTICES PRIOR TO /..FORMING 711E1E FRICTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Q E$$/ TC LL TC DL 16 10 .0 P S F .0 P S F C77 '� IT.UCTURAL FARE LS, IOTTON CHORD SHALL RAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED , 7 •9B iO BC DL 8.0 PSF PRODUCTS, INC. SHALL MDT BE RESPONSIBLE FOR ART DEVIATION FROM THIS OISIGN: ANY FAILURE TO F` ---• '--' ,z- ,a ti ��LI,,,,��,,,,��Ly,,,,,,��.,,,��,,1V •"�'a••wemd y, TAG, '� �•� � aIII LO THE TRUSSES IM CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMEN ICAN FDREST AND PAPER ASSOCIATION) AND T►1. ALPINE 1011ECIO RS ARE MADE OF told AST. -50 6flI0 GALY. STEEL. ESCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION -CONNECTORS PER DRAWINGS 160 MI. THE SEAL ON THIS BRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING E Of THIS RESPONSIB•'•1'•••" CONPOMENTIFOAYANTLPART[CULAR BU I L DIa SS'COf50THE IIENTRESPONSIBILITY OF THE BUILDI➢6DESIGN SXOM1. THE IOE516HERTY AND 5 PER ANSIITFI 1.1995 SE CTIOR 1. 5 r t � BC LL TOT. LD. 0 34.0 .0 PSF PSF DUR. FAC. 1.25 -" SPACING '4:x,2 4 .;O;p N +12-11-7 +B -D -O Scale-.25'/Ft. REF R427--97292 DATE 06/11/98 D R W CAOSR427 98162079 CA -ENG AEB/GWH SEAN - 54213 FROM ED (VALINE -JOHN VALINE - [SGE] T-16 T-2 PIG/BP/OGE[6'SB] [2 -PL TOP CHORD 2x4 OF -L #1 :T3. TS 2x6 DF -L SS: BOT CHORD 2x4 OF -L $1 WEBS 2x4 DF -L Standard N N SPECIAL LOADS Q; ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) TC - From 60 PLF at -2.00 to 60 PLF at 9.48 TC - From 194 PLF at 9.48 to 291 PLF at 24.00 o TC - From 291 PLF at 24.00 to 194 PLF at 38.52 N TC - From 60 PLF at 38.52 to 60 PLF at 50.00 c`' BC - From 4 PLF at -2.00 to 4 PLF at 0.00 o BC - From 32 PLF at 0,00 to 32 PLF at 48,00 z BC - From 4 PLF at 48.00 to 4 PLF at 50.00 TC - 360 LB Conc. Load at 6.00 TC - 360 LB Conc. Load at 42,00 E1. 0 s WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR, SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. 3.0 PSF BC LiVE LOAD PER UBC. FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376. 847,045. OR 3,045,810. W3X6(A1) e nl W5X4a W5 3 W3X4,o B� W3X4!= '4= W3X4 W5X6a W3X10--_w,...--W3X4a _.W4X6- W3X6 4i4X4s THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED By TRUSS MFR. 2 Complete Trusses, Required PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NAILING SCHEDULE: (120_box_nalls) TOP CHORD: 1 ROW 0 9' o.c. BOT CHORD: 1 ROW ® 12' o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC 0 24.00' OC. W3x4s X On a W3X4n W5X6® W5X4mtd 8-0- W3X6e W4X6-W3X4E[a WHIOn r _ f . i W3X6 01) n 14-04I. 14-4-12 21-5-8 I 13 0-21 L. 9-5-13 _I_ 29-0-6 ' I 9-5-13 I L. 48-0-0 Over 4 Supports R-430 W-3.5' R-431 PLF W-16-9-8 R-2862 N-3.5' R-153 N-3.5' Note: All Plates Are W1.5X4 Except As Shown. PLT TVP. Wave TP] -95 R Des1 n Criteria: TPI STD 18.2e6 CA - 1 - - - F Scale -.1875"/Ft. ••YARYlY6•'• TRUSSES REQUIRE EITHER[ CARE IN FABRICATION. HANDLING. StlIPP IVB, I11STAlL1Y1 AND wr !•�l BYACII6. lEf[a TO M1B•91 (YAYDl1YK 6 ITAlL1Yi AND BRACING). ►DBl15MED BY T11 (ilDif PLATE TC LL 16.0 PSF REF *421--97282 IMSTITOTE. 6B>' O'DYOf110 DR., SURE 200, YADIfOY, YI 53719). f0A SAFETY PRACTICES f1tOtl TO Li fERfORYlY6TXE SE fDICT101S. OIl[fi OItlEAY ISE INDICATED. TOP CHORD SMALL dAYI PROPERLY ATTACKED TC DL 10.0 PSF DATE 06/11/98 STRUCTURAL PAYER, COTTON CHORD SMALL HAVE A IYOPERII ATTACHED RIGID CEILING. ..IMPORTANT,. FURYIStl A COY Of THIS DEf161 TO THE INSTALLATION CONTRACTOR. Al/LIE ENGINEERED '9a of BC DL 8.0 PSF ORW CAUSR427 98162067 PRODUCTS, IVC. SMAII tl0T R( I[SPDMSIDI[ fOR AYT DEYIATIOY PION 1113S OESI6Y; ANT FAILURE TO BYIID THE TRUSSES 1R COffOINAMCI YITM T11; OY fAOR[CATIY6, HANDLING. SHIPPING. lYffAlllY6 AND 11 Atilt Of TRUSS[S. TOIf DESIGN COtlfOANf YITY APPLICABLE ►10►ISIOYf Of YOf (NATIONAL DESIGN 5 BC LL 0.0 PSF CA -ENG AE8/GWH SPCtIf ICATIOtl PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATE BC AILD TPI. ALPINE COYtl[Ci01S AYE RACE Of lOfA ASTM A643 [Y t0 6411. STEEL, 91C[1T AS NOTED. APPLY COYIECiotlf TO TOT. LO. 34.0 PSF S E Q N - 18189 [ACM fAt[ 0► TRUSS, AYD DYI ESS OTNERN 1St IOCAT[0 01 THIS 0[SICtl, POSIT[OY COItl(CTOtf PER ��11..,, ,,.,,..,,.,t ORAYIYif 160 A- [. TYE S[Al OY THE ORAYltl6 INDICATES A(C[ITARCf OF PRO FE SSIOIAI ENGINEERING OUR. FAC. 1.25 FROM E0 `�/'� ��"`�`� P��• �'" CONPOYEITI/ORTANY LPARTICOL AR [BUILOTY60If0THE TRESPONSIBILITY OF TOE BUILDING IDE316Y[tlfE1(; THIS BeQema>lo,GA95t2B Atlf1I71t l•tDPs s[cT1DR [. 1� LOADING SEE ABOVE (VALINE -JOHN VALINE - T-10 8 T-11 COMM) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. a W1. 5X4 14 W4X4- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF.OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00" OC 8 BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. L-42-0-D-� LVC-2-0-0--j I� 8-0-0 I 8-0-0 J 16-0-0 Over 2 Supports R-768 W-3.5" R-768 H-3.5' PLT TYP. Wave TPI -95 Design Criteria: TPI STD ^WARNING- TRUSSES REWIRE EXTREME CARE 14 FABRICATION, HANDLING. SHIPPING, 1NSTAL1I16 AND BRACING. REFER TO HIS -91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBS D'ONOFRIO OR.. SUITE 200. MADISON, VI 53119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED, TOP CNDRO SHALL HAVE PROPERLY ATTACHED STRUCTURAL ►ROILS. BOTTOM Ctl00.D SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. '-IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENOIWEEREO PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FDR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO GUILD THE TRUSSES IN CONFORMANCE WITH TPI; ON FABRICATING, HANDLING, SHIPPING, INSTAL0116 AND BRACING OFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATIOR) AND TPI. ALFINE CONNECTORS ARE MADE OF 209A ASTM ASSS GR40 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS P(0 DAAYIt65 160 A•L. THE SEAL ON TN Li DRAYlN6 1NOICATES ACCEPTANCI Of P0.0FESSIONAI EM61N[[ATM6 ��,,y,,, q.,,,,.,�,�,1 RESPOtS IBILITY SOLILY FOR THE TRUSS C.HPONLHT DESIGN SNOYN. TH[ SOITANILITT AND USE Of TRIS "'P""" "" Io �-- COKPORE17 FOR ANY PAR71CULAA BUILDING !S THE RESPONSIBILITY OF THE BOILOING OESI6NEa. PER Sacribm928 ANSI/TPI 1.1995 SECTION 2. t 18.2C4 I.A/'/J4 /-/'/r TC LL 20.0 PSF TC DL 10.0 PSF BC OL 10.0 PSF BC LL 0,0 PSF TOT. LD. 40.0 PSF DUR.FAC-:r 1.25 �`' SPACING -:--`24.0" Scale -.375°/Ft. REF R427--97294 DATE 06/11/98 D R W CAUSP427 98162081 CA -ENG AEB/GWH SEON - 51741 FROM ED LC -5 N N a vi H U, 6= O 9:k4 A C-3 634 w C-3 C23 z w w z F (VALINE -JOHN VAL M - I -1Z L,UMN R-3-1T-s1Un) TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. inSD vnu rncrMmcv rnvn rvnruicn Anrui tLvnu4 a vincnalunjf 4wur1AI ILV 01 Inu no nrn ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 8 BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4= Ul RYA a o - � - \a 1- -14CIO L-2-0-0-40 8-0-0 I_ 4-4-0 _I 12-4-0 Over 2 Supports 'I R-647 W-3.5' Rm468 W-3.5" PLT TYP. Al ine.Wave TPI -95 Design Criteria: TPI STD 18.2c4 CA - 1 - - - F Scale —.375"/Ft. WARN ING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO RID -01 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE E T C L L - 20.0 PSF REF R427--97295 INSTITUTE. 567 D'OIOfAIO DR.. SUITE 200, MADISON. NI 55718). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL RATE A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' �� /�A �P �IfIP_ '99 .e TC DL BC DL 10.0 PSF 10.0 PSF DATE DRW 06/11/98 CAUSR427 98162082 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO tU1L0 IN TRUSSES It CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND IIACIN6 OP TRUSSES. iNIS OESl6q COBfOQMf WITH APPLICABLE PROIISIORS OF hDS (NATIONAL DESIGNIc AT ALPINE Cot_A417- 1p IF.0ED.I06ATASTM A655HE AG1A0R6AlT. STEEIAND E,RE2CEPTSOCIALINDTED. ON) AND TAPPLY CONNECTORS TO 7O * I>r BC LL TOT. L D . 0.0 PSF - 40.0 PSF CA -ENG SEAN AEB/GWH - 51748 sem;,,- En� �� �G Sea®mQo,CA95828 EACH ►ACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORANINSS 160 A•1. THE SIAL 08 THIS DRAWING INDICATES ACCEPYARCE OF PROFESSIONAL ENGINEERING RFS/ONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANT PARTICULAR BUILDING 15 THE RESPONSIBILITY 0► THE BUILDING DESIGNER. PER ANSI/TPI 1.19RS SECTION E. Of D UR . FAC. 1.25 FROM ED SPACING -!m-2,4704 f VALTNE-JOHN VALINE - 7-13 GIRD [1-PLY1 HANGERNOTESII TOP CHORD 2x4 DF -L #1 BOT CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONAL LOADS -----(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - 406 LB Conc. Load at 2.00 BC - 406 L8 Conc. Load at 4.00 BC - 406 LB Conc. Load at 6.00 BC - 725 LB Conc. Load at 8.00 BC - 396 LB Conc. Load at 10.00 BC - 396 LB Conc. Load at 12.00 W3X4o 3r— ' _ W3X4 (A3) Es W3X4(A3) W4X6 Es —13 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ID 24.00' OC 8 BC ® 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON LU24. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. W3XBs T 1- !"w2.5X4 IB 96# 8-0-0 I 4-4-0 _1 12-4-0 Over 2 Supports R-1697 W-3.5' R-2025 W-3.5' -T \3 Scale —.315*/Ft. REF R427--97296 DATE 06/11/98 DR W CAOSR427 98162083 CA -ENG AEB/GWH SEAN - 51808 FROM ED rnC3, 0 STD 18.2c4 CA L.i7 PLT TYP. Wave TPI -95 Desi n Criteria: TPI I ••YARNING`- TRUSSES REQUIRE EXTREME CARE 16 FAINICATION, NANOlIis, SHIPPING. INSTALLING AND BRACING. REFER TO NIB -91 (HAMDLIAG INSTALLING AND BRACI N6). PUBLISHED BT "I (TRUSS PLATE fE fE TC LL 20.0 P SF � O� INSTITUTE, SG3 D'ONOf0.10 DR., SUITE Y00. MADISON, YI 511191, FOR SAFETY PRACTICES PRIOR TO PE2108MING THESE FONCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 P SF STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 198 DL 10.0 P S F -� .-IMPORTANT"FURRTStl A COPT OF THIS DESIGN TO THE INSTALLATION CANTHACT, R, ALPINE ENGINEERED ,e BC PRODUCTS. INC. SHALL NOT GE RESPONSIBLE FOA ANY DEVIATION FROM THIS OESl6H: APT FAILURE TO SHIPPING. INSTALLING ANO 11-0 15 S F "-' BU THE TRUSSES IR CONFORMANCE NIT" 111; OR FABRICATING. HANDLING. IR4C116 OF TRUSSES. THIS OE516N Co.F 0. NS WITH APPLICABLE PROVISIONS OF NDS (IATIONAL DESIGN AND TPI. ALPINE B C L L 0.0 P 'Z. SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO OF TOT.LD. 40.0 P SF ,A .� eeYR,,.. p,,,,��,,,TOIANINGS • Ipi ""6`•-'�"' Products, -COM►OIEITRESP Saallmrato.CA95828 CONNECTORS ARE MADE Of X064 ASTH A6S3 6240 GALV. EACH F4CE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PE0. 160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING EfOR ANTLITY LPANTICUTARELY FOR EBU1l0INTRUSS 0 ISOTNFTRE 6PONSIB II ITN OF TME BUILDING DESIGN SHOWN. INt DESIGNER. NER. PER TY AND USE OF THIS ANSIIiPI 1.1995 SECTION L. ►Y DUR.FAC,1.25�, �A $PACING- a'24.0° Scale —.315*/Ft. REF R427--97296 DATE 06/11/98 DR W CAOSR427 98162083 CA -ENG AEB/GWH SEAN - 51808 FROM ED (VALINE -JOHN VALINE - T-14 SCIS TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard r 0 N M 6 !PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. W4X4m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC Q 24.00" OC A BC @ 72.00` OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. _ f�-' W4X6 R ' II c"� •- � �� ���'� a J 5 o & _{AL 8-0-0 w TIPOP z 2X4`1) 8 2 X 4 (A1)<il�ll C7 vLuo y w pg i W z a 6-0- -0- 6 12-0-0 Over 2 Supports R-450 W-3.5' R-450 W-3.5' rs, 0 Ln PLT TYP. Al ine Wave TPI -95 Design Criteria: TPI STD 18.2c4 CA - 1 - - - F Scale -.375u/Ft. WARNIC3� BRACING-- TRUSSES A[F 11 TO HIB 91U7R(9AODLINGE INSTALLING 6CARE IN I ASD BRACING). PUB ISHED BY TPI INSTALLINGICATION. HANDLING. SHIPPING. (TR SSPLATE E TC LL 16.0 PSF REF 8427--97297 ItlSTITUTE. 6B7 O'OWOFRTO OR.. SUITE 200. MADISON, 1I 6)719), FOR SAFETY PRACTICES PRIOR TO C7,3PERFORMING ?NESE FUHUTTONS. UNLISS OTHERYISE Itl01CATE0. TOP CHORD SHALL HAVE PROPERLY ATTACHED /Ih TC DL 10.0 PSF DATE 06/11/98 STRUCTURAL PANELS. BOTTOM CHOI0 SMALL MAYO A PROPERLY ATTACHED RIGID CEILING. ~ "IMPORTANT— FURBISH A COPT Of THIS DESIGN TO THE IRSTALLATION CONTRACTOR. ALPINE ENGINEERED '9a ,e BC DL 8.0 PSF DRW CAUSR427 98362084 PRODUCTS, INC. SNALL MOT BE RE SPONSI6LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO .--. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND DNACIN6 Of TROSSLS. THIS OISi6N CONFORMS NITN APPLICABLE PROVISIONS Of NOS (RATIONAL DESIGN :•4 848 BC LL 0.0 PSF CA -ENG AEB/GWH .Z' SPECIFICATION ►UOl1SHE0 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1* 6=1 .� CONNECTORS ARE MADE OF TOGA ASTM ASSS GR40 SALY. STEEL, EXCEPT AS NOTEO. APPLY CORBECTONS TO # * TOT. LD. 34.0 PSF SEQN - 51758 ..� EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R - FAC . 1.2 5 11. FROM ED l a,ilR-gi,,d 1wRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGR SHOWN. THE SUITABILITY AND USE OF THIS SNatlmmin•CA93928 A�INsi/TPIT14996NSECY PAR71ION R AR BUILDING 16 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING24.0"•., Ln N Lr, C3. C- C=) N C7 D z VALINE -JOHN VALINE - 7-15 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard' PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. 2X4 W4X4e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS)•SUBMiTTEO BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00. OC 6 BC IS 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. -9-D 1 6-0-0 _I_ 6-0-0 —I 12-0-0 Over 2 Supports 'R-406 W-3.5" R-452 W-3.5" PLT TYP. Al ine.Wave TPI -95 Design Criteria: TPI STD **WARNING"" TRUSSES REOOIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. RE'E4 TO HIS -01 (HANDLING INSTALLIRG AND BRACING). PUBLISHED BT TPI (TRUSS PLATE INSTITUTE, 5B5 O.ONOFRIO DR., SUITE 200. MADISON. NI 55119).- FOR SAFETY PRACTICES PRIOR TO PE STQFOIMIN6 THESE FURCTIONS. UNLESS OTHERWISE 1NDIAED, TOP CHORD SMALL RAVE FROPERLY_ ATTACHEDED uCTUQA FAItt. BOTTOM CHORD SHALL BASE A PROPERLY ATTACHED RIGID CEILING. ''IMPORTANT''' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALFINE ENGINEERED PRODUCTS. INC. SMALL MDT BE RESPONSIBLE FOR MY DEVIATION FROM THIS OESIGN; ANY FAILURE TO BUILD THE TRUSS($ IN CONFORMANCE MITI TPI: OR FABRICAT190. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NIT" APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION FUR(ISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A655 GRAD GALT. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO 4 k EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OQAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIOBAL ENGINEERING Aviw ,.;M-r.,I PIOdIcu. ILC. RESPONSIBILITT SOLELY FOR TMC TRUSS COMPONENT DESIGN SNOMN. THE SUITABILITY AND USE OF THIS BRCrfix W. CA 9SUS COMPONENT FOR ANY PARTICULAR FOR, ILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.199S SECTION 2. _ 4P&®` �&� O 41pe .8-0-0 18.2c4 fE881, � M. C,E' 98 ,p ums 6a 611 CA/ -/1/-/-/•/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 8.0 PSF BC LL 0.0 PSF TOT.LD. 34.0 PSF DUR.FAC. —1_:25 'k SPACING t -24:0"c .� Scale—.375•/Ft. REF R427--97298 DATE 06/11/98 O R W CAUS9427 98162085 CA -ENG AEB/GWH SEAN - 51776 FROM ED CV ca a-: C- 0 N 0 z nom. 0 An (VALINE -JOHN VALINE - Lrutl 1 -.ED LI-rL TOP CHORD 2x4 DF -L #3 :T2 2x6 DF -L SS: BOT CHORD 2x4 OF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. SPECIAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 52 PLF at -0.75 to 52 PLF at 6.00 TC - From 91 PLF at 6.00 to 145 PLF at 10.00 TC - From 145 PLF at 10.00 to 118 PLF at 12.00 BC - From 4 PLF at -0.75 to 4 PLF at 0.00 IBC - From 16 PLF at 0.00 to - - - -- e..1— 1—IT n nAne R nTuCu[TnuC\ CIIDuYTTCn Ov TDIICC MFR ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG 6AB98117 FOR ADDITIONAL REQUIREMENTS, IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC It BC ® 72.00" OC. W3X4- 8 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER'UBC. l . W3X60 \ • 8 r 5- -7,. qqq T2 loth,�® *8 - 2X4 W10X10 a j -9-0 Lr 10-0-0 I_ 2-0-0 _I 12-0-0 Over 2 Supports R-548 W-3.5" R-724 W=3.5' Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Al ine.Wave TPI -95 Design Criteria: TPI STD 18.2(4 CA - 1 - - - F Scale -.375"/Ft. ••WARNING•• TRUSSES REOBIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANDEBS TC LL 16.0 PSF REF R427--97299 BRACING. REFER TO 010.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IYSTITEIt. 583 D'ONOFRIO DR.. SUITE ZOO. MADISON. WE S37 19). FOR SAFETY PRACTICES PRIOR TO FERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED W. TC C D L 10 . 0 PSF DATE 06/11/98 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAIf A PROPERLY ATTACHED 0.I6I0 CEILING. IMPORTANT-- FURNISH A COPT OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 196 A BC DL 8.0 PSF DRW CAUSR427 98162086 PRODUCTS, INC. SHALL ROT BE RESPONS IOLE FOR TO OEY IATION FRON THIS DESIGN; ANT FAILURE TO BOILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATIIC. HANDLING. SHIPPING, INSTALLING AND ems »v BC LL 0.0 PSF CA -ENG AEB/GWH BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPCC IF [CATION FUOLISRED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CDYXECiOAi ARE NAGE OF 206A ASTM A662 6810 QALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT. LD. 34.0 PSF SEAN - 51801 EACH FACE OF TRESS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER �N DRAWINGS 160 A. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EHOINEERIN6 ` OUR. FAC . 1.25 FROM ED RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOWY. 'THE SUITABILITY AND USE OF 7X11 CONPONERT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OFSI6YER, PER LOADING SEE A B 0 V E Sea:e»mtD,CA95826 ANSA 1 1.199S SECTION f- LillN al c- 0 CV M 0 z CX3 CT 07 z INE -JOHN VALINE - T-17 COMN L-8'STUB TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W4X4 - THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC 6 BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. L.5X4 III 3 I_ 10-0-0 j_ 2-0-0 _1 12-0-0 Over 2 Supports R-463 W-3.5" R-395 W-3.5" PLT TYP. Al ine.Wave TPI -95 Design Criteria: TPI S1 —WARNING •• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACI YG. BITTER TO NIB 91 (H LING INfTALLIWB AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OMOfR10 DB ., SUE TE R00, MADISON, WI 55719), FDA SAFETY PRACTICES PRIOR TO PERFORMINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPENLT ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RI61D CEILING. •'IMPORTANT" FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODOCTS, INC. SHALL ROT BE RESPONS IOLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILURE TO BUILD THE TRUSSES IN COJIFOA14ANCI WITH TPI; 09 FABRICATING, HANDLING, SHIPPING, INSTALLING AND ORACIVG Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC I'TCATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A5S3 GRAD QALY. STEEL, EXCEPT AS NOTED. APPLY CORR(CTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 00 THIS DESIGN, POSITION CONNECTORS PER DRAY IWSS 160 A-1. THE SEAL ON THIS ORAWIRC INDICATES ACCEPTANCE OF PROFESSIONAL EWGINEERINO AV,. p .ESPOYS►OIL ITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS •�+�a•�•���a CONPORENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SftccimANSI/TF1 1.1995 SECTION Z. 8.2c4 CA - 1 - - F WESS/p TC LL 16.0 PSF N, TC OL 10.0 PSF '9B BC DL 8.0 PSF VC43945 BC LL 0.0 P S F f'6m * TOT,LD. 34.0 PSF SPACINGS -_'24:0" Scale -.375"/Ft. REF R427--97300 DATE 06/11/98 DR W CAUSR427 98162087 CA -ENG AEB/GWH SEQN - 51786 FROM ED Lr] N In.. c— C=" N M 0 z (VALINE -JOHN VALINt - I -LU 51Ku LI -PLY] NANUR NUltll TOP CHORD 20 OF -L #1 BOT CHORD 2x8 DF -L SS WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. SPECIAL LOADS ------(LUMBER DURJAC.-1.25 / PLATE DUR.FAC.-1.25) TC - From 52 PLF at 0.00 to 52 PLF at 14.00 BC - From 10 PLF at 0.00 to 10 PLF at 14.00 BC - 2025 LB Conc. Load at 12.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X W4X4= W2.5X4,0 8 W1.5X4 11 W5X8m Inn UNLi rKtrAKtU PKUPI LUMYUILK 1NrUI (LUAUb 6 UIPILNJIUMb) JUDMll ltu UT IKUJS M►K. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 8 BC ® 72.00" OC, RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. 8 W5X44� 4-4-7' 8-0-0 )�Al ) 2025# W2.SX4 III I, 10-0-0 ,1_ 4-0-0 _I .14-0-0 Over 2 Supports R-739 W-3.5" R-2154 W-3.5" Mal PLT TYP. Wave TPI -95 Design Criteria: TPI(STD 18.2c4 CA - 1 - - - F Scale -.375"/Ft. ' "WARNINGS TRUSSES REQUIRE EXTREME CARE IN F4BRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFEN TO 11.18.91 (MANDl116 IISTALLING AND BLACING), PU1115NED IY TPI (TRUSS PLATE SB] O'DNOFRIO DR.. SUITE 100. MADISON. NI S]TE9), FON SA►ETT PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAIELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED 41610 CEILING. E • 4- Q *• wA`� •Y7SA0_ TC LL TC DL 16.0 10.0 PSF PSF REF DATE R427--97301 06/11/98 -IMPORTANT-- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESISN; ANY FAILURE TO �9a .e BC DL 8.0 PSF DRW CAUSR427 98162088 -AZ-INSTITUTE. BUILD THE TRUSSES IN CONFORMANCE VITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING 01 TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN S►ECIFECATI OR PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTN A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * B C L L TOT. L D . 0.0 34.0 PSF PSF CA -ENG S E Q N A E B - 51833 / GWH Alp ing y,,,,mw=cmd Products, I= 88=9 � 9S� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ONANIN6S 160 A-1. THE $CAL 01 THIS 024NING INOICA71S ACCEPTANCE OF PROFESSIONAL ENGINEERING IESPONSISIL17Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS-.. AN SIFTP171'1995RSECTIOMCELAR BUILDING IS THE RESPONSIBILITY OF THE BUllDl16 DESIGNER, PER OUR. FAC . 1.25 FROM E D SPACING '-M-01 w INE -JOHN VALINE - T-19 TOP CHORD 2x4 OF -L $1 BOT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard rn PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3 o-: 110 PSF BC LIVE LOAD PER UBC. ti 0 N M O 2) W4X48 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00" OC 8 BC 0 72.00' OC. DEFLECTION MEETS L,F240.00 LIVE AND L,180.00 TOTAL LOAD, q;W 1., 6-0-0 a 10-0-0 10-0-0 7-0-0 6-8-8 6-3-8 �-- 20-0-0 Over 2 Supports J R-399 W-3.5" R-1045 W-3.5" PLT TYP. Al ine.Wave TPI -95 Design Criteria: TPI STD 18.2c4 CA 1 - - - F Scale —.25"/Ft. WARM MG-- TRUSSES REQUIRE EXTREME CARE 14 FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO MID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFREO DR.. SUITE 200. MADISON. NI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ONLESS OTHERWISE INDICATED, TOP CHORD SMALL MANE PROPERLY ATTACKED �Es�' O M. TC L L 1 6.0 PSF TC DL 10.0 PSF REF R427--97302 DATE 06/11/98 )J>t �� , 9— CA 95828 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPIRLT ATTACHED 81610 CEILING. .-IMPORTANT" FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IAC. SHALL NOT BE RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACIAG Of TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TN( AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAGE OF 2OGA ASTR 1653 GR40 CALF. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRO SS. ANO UNLESS OTKEAMI SE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL OA THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENOIREERIY6 RESPONSIBIfac LITY SOI ELY FOR THE TROSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF INIS COMPONENT FOR A11 PARTICULAR BUILDING IS THE RESPOSSIBILITY OF THE BUILDING DESIGNER. PER Usti TPI 1.1995 SECTION 2. �O IISG13815 a * 6��1 BC DL 8.0 PSF BC LL 0.0 PSF TOT. LD. 34.0 PSF DRW CAUSR427 98162089 CA -ENG AEB/GWH SEQN - 51781 D UR.._FAC .� 1-25---, — FROM E D SPACING 24.0 - 7VALINE-JOHN VALINE - [SSE] T-20 PRT/DTC/SGE/TSC-GE) TOP CHORD 2x4 DF -L #1&Bet. Lr� BOT CHORD 2x4 DF -L #1&Bet. :83 2x4 DF -L #1: cli WEBS 2x4 DF -L Standard 0 N PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONAL LOADS -- ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) N TC - From 79 PLF at 13,71 to 39 PLF at 20.00 M o (K) 2X4 TOP CHORD FILLER BLOCK. ATTACH TO TRUSS WITH HEEL PLATES z SHOWN PLUS 2X4 PLATES AT 24" O.C. C10 E~ A O a A W C34 W W z C—"3 z w w z a.. N W3X4= THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SEE GABLE DETAIL DWGS FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC & BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. 2X4(Al) —_ 145X4 -s 0-9-0 -T'10 +10'- 8'11 ;5'5�14 `�' -2-4.. A&.8-0-0 0-9-0 10-0-0 10-0-0 7-0-0 6-8-8 6-3-8 —20-0-0 Over 2 Supports R-104 PLF W-14-0-0 R-367 W-3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Aloine.Wave TPI -95 R Des1 n Criteria: TPI S1 Alpine EDgmxred POodacm, IIID. 6BanmmlD, CA 95828 "YARNING** TRUSSES REQUIRE ESTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ANO BRACING. RIF" TO XI..'I (NANDLING INSTALLING AND BRACING). PUBLISHED BY 7PI (TRUSS PLATE �aE:�ESS'/AI� INSTITOiE, SBS OPONOFRIO DR.. SUITE 200, MADISON. NI 57719). FOR SAFETY PRACTICES PRIOR TO �N'� �v'N PERfORMIN6 THESE FUNCTIONS. UNLESS OTMERN IS[ INDICATED, TOP CHORD SNAIL BAYS PROPERLY ATTACHED M� �l,- STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED 11610 CEILING. W'LS •IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '98 PROOtlCTS, INC. SMALL NOT 0E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANT FAILURE TO BUILD TIE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND rJ BRACING OF TRUSSES. THIS DESIGN CONFORMS PITO APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 3PECIFICAT101 PUBLISNEO BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7PI. ALPINE CONNECTORS ARE MADE OF IOGA ASTM A6S3 GRAD GAIN. STEEL, (KEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ARD UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER 112 1N62 160 Al- THI SEAL ON THIS DRANINO INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWS. THE SUITABILITY AND USE OF THIS wl COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEA V ANSI FTII 1.1095 SECTION 2. L.A/-/1/-/-I-fir TC LL 16.0 PSF TC DL 10.0 PSF BC DL 8.0 PSF BC LL 0.0 PSF TOT.LD. 34.0 PSF DUR.FAC. 1:25_ SPACINGa_"'24.0'1'� Scale—.25"/Ft. REF R427--97303 DATE 06/11/98 DR W CAUSR427 98162121 CA -ENG JD/CWC SEON - 18519 FROM ED Ln N N 11• L_ 0 N M O z (VALINE -JOHN VALINE - I -Zi tLl 51Ku IE-rLTJ) TOP CHORD 2x6 OF -L #2 BOT CHORD 2x6 OF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3• ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-;1.25) TC - From 77 PLF at 0.00 to 77 PLF at 3.74 BC - 135 LB Conc. Load at 2.00 (H)RECOMMENDED CONNECTION FOR TRUSS T-5 FRAMING FROM THE BOTTOM CHORD; SIMPSON LU24. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. 135# '(H) 8-14 Over 2 Supports R-334 W-1.5' R-343 W-1.5' inter unu rncrnncu rnvn t.UnrUlcn a rUl 1w 4 a Utncnat Una) 4u 41 1" UI 1 w4 n ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC 6 BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP, THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. IN Ij W1.5X4 it W2.5X4 T i• EtS/p w,- eE' TC LL 16,0 PSF TC DL 10.0 PSF REF 8427--97304 T 2 8 •-IMPORTANT•• FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED fAP- 19a ,s 8 21 PRODUCTS, INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO A..8-0-0 CA -ENG AE B / G WH -A KNNNN­ W2.5X4 a W1.5X4 M B C L L 0.0 PSF TOT. LD . 34.0 PSF 135# '(H) 8-14 Over 2 Supports R-334 W-1.5' R-343 W-1.5' inter unu rncrnncu rnvn t.UnrUlcn a rUl 1w 4 a Utncnat Una) 4u 41 1" UI 1 w4 n ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC 6 BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP, THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. IN Ij PLT TYP. Wave TPI -95 Design Criterla: TPI STD 18.2C4 CA - 1 - - F Scale -.3750/Ft. "WARN ING­ TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO NIG-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBS D'OYOFAIO DR., SUITE 100. MADISON. VI $3719), FOR SAFETY PRACTICES PRIOR TO IERFOAMING THESE FUNCTIONS. UNLESS'OTHERTISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD $BALL HAVE A PROPERLY ATTACKED RIGID CEILING. i• EtS/p w,- eE' TC LL 16,0 PSF TC DL 10.0 PSF REF 8427--97304 DATE 06/11/98 DRW CAUSR427 98162090 •-IMPORTANT•• FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED fAP- 19a ,s BC DL 8.0 PSF PRODUCTS, INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO CA -ENG AE B / G WH -A KNNNN­ BUILD THE TRUSSES IM CONFORMANCE YITN TPI; OR PABRICATIMG. MANGLING. SHIPPING. INSTALLING AND BRACING Of TRUSSES. TH15 O[S l6N CONF08MS YITN APILICABI[ PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE, OF 206A ASTN A653 6860 SALT. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO Cam � � Miv++ * * B C L L 0.0 PSF TOT. LD . 34.0 PSF SEQN - 51519 A1,, p�,,,,,�,L •"!�� En Pm&xu, I= Saa mmto•CA9582g EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OESIGM. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS ORATING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPOKENT RESPONSIBILITY FOR ART PART ICULAR LELY FOR EBUILDING IS THE TRUSS TRESPONSIBILITY OF THE BUIl0146DESIGN SHO114. THE 1DESTY �ER, PER THIS AMSI)TPI 1.199S SECTION C. DUR.FAC. 1.25 — FROM ED n SPACING , 24`:0 ,4. - VAI INF-anm VALINE - T-22 FLT GIRD (1-PLY1) TOP CHORD 2x6 DF -L #2 BOT CHORD 2x6 OF -L #2 Lc') WEBS 2x4 OF L Standard N N PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. Fz.: 0 N C^'.) C= z Fa.• I ADDITIONAL LOADS ----(LUMBER DUR,FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - 672 LB Conc. Load at 2.00 THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. W2.5X4>a W1.5X4 I W2.SX4- 4- 1-8 -0-0 W1.5X411 672# W1.5X411 f (H) (2i-8-14 Over 2 Support (R"-440 W-1.5' R-487 W-1.5' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS I4FR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC A BC @ 48,00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. (H)RECOMMENDED CONNECTION FOR TRUSS T-4 FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C.PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. a Lam, PLT TYP. Wave TPI -95 Oe61n Criteria: TPI STD ••YARNING'• TRUSSES REQUIRE ENTREME CARE IN FABRTCATION. RINOIING. SHIPPING, INSTALLING AND BRACING. RE FFR TO MIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 00 INSTITUTE. S63 D'ONDFRIO DR.. SUITE 200. MADISON. NI S3719), FOR SAFETY PRACTICES PRIOR TO C77 PERFOIIMIY6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL RAVE PROPERLY ATTACKED CT STRUCTURAL PANELS. BDTTON CNORO SBALI NAPE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-* FURY. SH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P40DUCT5, INC. SUALI VOT B[ RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ BUILD TYE TRUSSES IN CONFORMAICE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OISISR CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN Z SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 6940 GAIN. STEEL. EXCEPT AS NOTED. APPLY CONNECT04S TO •--� EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONVECTORS PER DRAWINGS 160 A•1. THE SEAL 04 7H IS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING A y,�y,•s y�,��m� RESPONSIBILITY SOLELY FOR 7HE TRUSS COMPONENT OES16N StlOYY. THE SUITABILITY AND USE OF THIS •+Y•� ++�64' awl 9 CONPOMFIIT FOR ARY PARTICULM 6U Il0IY6 IS TME AESPOMSIBILtTT OF THE BUILDING DESIGNER, PER ANSIMI 1.1995 SECTION 2. 2C4 '98 Da 63M CA/ -/1/-/-/-/F TC LL 16.0 PSF TC OL 10.0 PSF BC DL 8.0 PSF BC LL 0.0 PSF TOT.LD. 34.0 PSF OUR.FAC. 1.25 SPACING --.0 24.0; I Scale —.375"/Ft. REF R427•-97305 DATE Of;/11/98 DRW CAUSR42i• 98162091 CA -ENG AE;/GE� WH SEON - 51f24 FROM ED -(VALINE -JOHN VALINt • I -CS rLI UINU Ii-rL TOP CHORD 2x4 OF -L #1 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONAL LOADS -----(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - 650 LB Conc. Load at 2.00 THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY (ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. in W2.5X4 Rs W1.5X4 10 W2.5X4 W1.5X4 6 650# W1.5X4 (H) 3-10-6 Over 2 Supports R-445 W-1.5' R-468 W-1.5' 4- -0 -0-0 Q,3 ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 8 BC @ 48.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. (H)RECOMMENDED CONNECTION FOR TRUSS T-8 FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. t PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2c4 CA - 1 - - - F Scale —.3750/Ft. 'WARNING `+ TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND TC LL 16.0 PSF REF 4427 -- 97306 BRACING. 0.EFER TO MIN•O1 (HANDL IMG INSTALLING ANO BRACING). PUBLISNEO BY TPL (TRUSS PLATE INSTITUTE. 193 D'OB.FRIO ON ., SUITE 200. MADISON, WE $3719). FOR SAFETY PRACTICES PRIOR TO FE�e1n 06/11/98 PERFORMING THESE FUNCTIONS. UNLESS OTHERYISF INDICATEO. TOP CHORD $BALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE STRUCTUBAL PAREL5. BOTTOM CdORD SHALL HAVE A PROPERLY ATTACHED 41610 CEI110.6. --IMPORTANT'* FURRISN A COPT OF THIS OESIGH TO In INSTALLATION CONTRACTOR. ALPINE ENGINEERED 9b ",p BC DL 8.0 PSF DRW CAUSR427 98162092 PRODUCTS. INC. SHALL NOT BE RESPOBSTBLE FOR ANY DEVIATION FROM THIS DES161: ANY FAILURE TO BUILD TBE TRUSSES 10 CONFORMANCE WITH TPI; OR FABRICATING. tlANDL1NG. SHIPPING, INSTALLING AND B C LL 0.0 PSF CA -ENG A E B / GWH GRACEN6 OF 76 USSFS. THIS DESIGN CONIOAMS NITtl AP►L TCASIE PROVES I OHS 0/ NOS (NATIONAL DESIGN ION BY FOREST AND PAPER TPI. CORN[CTOAS_A%KNN_ APPLYALPINE Of 206ATHE ASTM A6S3AN AREPMADESHED 6N40 GALV. STEEL. EXCEPTASNOTED. CORMECTORS TO * TOT. L O . 34.0 PSF S EQ N - 51678 A y,� im c,�,,;,,� �� �,, ^•Y Bw6 CFEN'�A 9 EACH FACE OF TRUSS. AND UNLESS OTHERNISE LOCATED ON THIS DESIGN. POSITION CONNECTONG PER ORAMIN6f 160 A•L. THE 1111 ON THIS OKAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOI ELY FOR TME TRUSS COMPONENT OES16N SMOYX. 'TME fU1TAB1lITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING iS THE RESPONSIDILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION Y. Oi D U R .FAC . 1.25 FROM ED SPACING 24.0" (VALINE -JOHN VALINE - T-24 FLT GIRD [1 -PLY]) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ADDITIONAL LOADS ----(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - 315 LB Conc. Load at 2.00 THE TC OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED SPANS AT 24* OC IN LIEU OF STRUCTURAL SHEATHING, W2.5X4 W1.5X4 9 W2. 5X4 z 4-)-8 -0-0 W1.5X4.1 315# W1.5X4 N (H) 1.3-10-6 Over 2 Supports R-283 W-1.5' R-294 W-1.5' THIS DWG PKLFANtU )RUM LUMI'UICM INruI (LUAu3 & VLMCM3IUR3) 3UORl11CD DY IRV33 Rrn. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00' OC 8 BC 0 48.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC, TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. (H)RECOMMENDED CONNECTION FOR TRUSS T-7 FRAMING FROM THE BOTTOM CHORD: SIMPSON LU24. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2c4 CA - 1 - - F Scale —.375"/Ft. ..WARNING-- TIOSSE3 REQUIRE IITRENE CARE 10 FABRICATION. HANDLING. SHIPPING. INSTALLING AND TC L L - 1 6 . 0 PSF REF R427--97307 BNACIIG. IlrlR TO NIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE )NST )TOTE, 683 D'000FRID DR., SUITE 200, MADISON, WI 53)191, FOR SAFETY PRACTICES PRIOR TO �' ( T C D L .10.0 P $ F DATE 06/11/98 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL I'ANELS, BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED 11610 CEILING. ••IMPORTANT'• FURNISH A COPT OF T1116 DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE [N61NE[NED '98 BC OL 8.0 PSF DRW CAUSR427 98162093 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESl6N; ANY FAILURE TO BUILD TBE TRUSSES IN CONFORMANCE WITH TPI; 0R FABRICATIWO. HANDLING, SHIPPING, INSTALLING AID 5 BC LL 0.0 PSF ' CA -ENG AE B / GWH BRACING OF TRUSSES. THIS OESI6N CONFORMS WITH APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGNS' I C T CONNECTORSCATION ARE PUBLISHED ROGATHE ASTH A653AGRAOFOREST OALV. STEEL. EXCEPT )ASI NOTED.AND TAPPLYI. ALPINE CONNECTORS TO * .� �� * T D 1 , L D. 34.0 PSF S E QN - 51687 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SEAL ON THIS OMAN 106 1Sol WE3 ACCEPIAICE OF PROFESSIONAL ENGINEERING �BUR. FAC . 1.25 FROM ED �{,,,,,�Sa� �• RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. -THE SUITABILITY AND USE OF THIS ^'A"""CC 9SflZ8 CONPON[IT FOR MY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER v� SPACING 24.0" AYSIITPI 1-1895 SECTION t. LC13I N Ln N a, C— (VALINE -JOHN VALINE T-25 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. W4X4 e W(A1) 2X4(A1) W1.5X4 0 " �c 1_ 2-2-0 1_ 2-2-0 i 4-0 Over 2 Supports R-189 W-3.5' R-189 W=3.5'. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ---� co) --,S -T.8-0-0 Lr, PLT TYP. Al ine•Wave TPI -95\R Design Criteria: TPI S1 ••YARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND I BRACING. REFER TO X16.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 0.090FILID DR.. SUITE 200, MADISON. NI $3119), FOR SAFETY PRACTICES PATCH TO O PE0.fORMING THESE FORCT10N5. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED CT STRUCTURAL PANELS, BOTTOH CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. --' —IMPORTANT • FURNISH A COPY OF THIS OESION TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DE1IAT l0I FROM TMIS OES16I; ANY FAILURE TO _ 6OIL 0 THE TRUSSES IR COMFORHANCE Y3TN iP1; OR FABRICATING, HANDLING. SMI PIpi INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONfORHS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN •z- SPECIFICATION PUBLISHED Of THE AMERICAN FOREST AHD PAPER ASSOCIATION) AND TPI. ALPINE ,A COONECTORS ARE MADE OF ROLA ASTM A653 GK40 GILLV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO •- , EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER BRAVING$ 160 A•2. THE SEAL ON THIS DRIVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A S,,,,,� �,,,�,�,�,, I[SPORSI.ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AID USE OF THIS AWED ��•1'� •�r" COMPORENi fOR AYT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 97 ANSI/TPI 1.1995 SECTION t. I 18 '98 1* 6*m CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 8.0 PSF BC LL 0.0 PSF TOT.LD. 34.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale–.3750/Ft. REF R427--97308 DATE 06/11/98 DRW CAUSR427 98162094 CA -ENG AEB/GWH SEQN - 54124 FROM ED (VALINE -JOHN VALINE - H-1,PIGGY/HAI TOP CHORD 2x4 DF -L $1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3 SPECIAL LOADS ------(LUMBER OUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC From 52 PLF at -0.22 to 52 PLF at 6.73 BC - From 4 PLF at -0.22 to 4 PLF at 0.00 BC From 8 PLF at 0.00 to 8 PLF at 6.51 BC - From 4 PLF at 6.51 to 4 PLF at 6.73 V\ W4X4- 2X4 (A1) is 2X4(A1) a 0-w0 0-w0 i 3-3-1 _1_ 3-3-1 J —6-6-2 Over 2 Supports—� R-208 W-3.5" R-208 W-3.5" n.nc . nTUCUCTnUCI CIIOUITTCn OV TDIICC MFO ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC Q 24.00" OC 8 BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376, 847,045. OR 3,045,810. STD 18.2c4 CA - 1 - - - F Scale —.3750/Ft. PLT TYP. Al ine,Wave TPI -95 R Design Criteria: TPI 1 •-NARKING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER 70 SIB -91 IKAIDLIBG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE E c TC LL 16.0 PSF REF R427--97293 1 1 IISTITUTE, SBS 0'010►RIO DR.. SUIT. t... MADISON. RI 85119), FOR WITT PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE /ROPERLT ATTACKED TC DL 10.0 PSF DATE 06/11/98 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 198 ..IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .e BC OL 8.0 PSF DRW CAUSR427 98162080 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SHIPPING, INSTALLING &AD S BUI LO TML 1RUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, DES >4 BC LL 0.0 PSF CA -ENG AEB/GWH BRACING OF TRUSSES. IMPS DESI60. CORF00.MS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL F00.EST PAPER ASSOCIATION) AND TPI. ALPINE 6 1 SPECIFICATION PUBLISHED BY THE AMEAICAN AND OF tOGA ASTM A653 U40 GALE. STEEL. EXCEPT AS NOTED. APPLY CORHECTORS TO ' * TOT. LD. 34.0 PSF SEAN - 54219 �Y •+•SB�RIDmE�•�^TO•,•C.IL 9SETB CONNECTORS ARE MADE EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAIIIGS 160 A-1. THE SEAL ON THIS OIAVING INDICATES ACCEPTANCE OF 10.0FESSIOBAL EN61NE[RIN6 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of TNIS COMPONENTFOA ARY PARTICULAR BUILDS.. IS THE RES/ONSIB)L)TT Of THE BUILDING DESIGNER. PER ANSI/TPI 1.1998 SECTION t. C D U R .FAC . 1.25 FROM ED LOADING SEE ABOVE N LONGFELLOWUMBERL; A.- M. uali,tyj-'russ,,Des1giT.,.= Rr f,F: Floor Sys. tOms. Loo ,., 89 Loren Avenue Chico, CA 9.5928-7434 (530) 893-0112 • ` FAX (530) 893-0140 Customer: cs\h Address: AP#: Job No: 48 Co. INC. k Alpine Engineered Products, Inc. Christian W. Chappell _ 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116��^ Portland, OR 97220 (503) 254-0204 (VALINE -JOHN VALINE - T -2N PIGGY/BP/TSC) TOP CHORD 2x4 DF -L #1 80T CHORD 2x4 DF -L #1 co WEBS 2x4 DF -L Standard :W16 2x4 DF -L #1: c+ -A PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. T1, ADDITIONAL LOADS -- ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) o TC From 8 PLF at -2.00 to 8 PLF at 9.48 co TC From 8 PLF at 38.52 to 8 PLF at 50.00 o ' z FOR PIGGYBACK'DETAILS REFER TO DRAWINGS 634.016, A625.376, 847.045. OR 3.045.810. n�. 00 PLT TYP. Wave TPI -95 R Desian Criteria: TPI S1 •WARNIRG•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SBIPPINO, INSTALLING AND pp BRACING. REFER TO 0111-91 (DANDLING INSTALLING AND RACING). PUBLISHED BY TPI (TRUSS PLATE p) ACING. 583 D'ONOFAIO DR.. SUITE 200. MADISON. NI $3719), FOR SAFETY PRACTICES PRIOR TO p3 - PINT ONINA THESE FUNCTIOWS. UNLESS OTHERWISE INDICATED, TOP CHORD SNALL HAVE PROPERLY ATTACHED �--, S74ICTURAL PANEL 3. BOTTOM CHORD SHALL RAVE A PROPERLY ATTACHID RIGID CEILING. '.IMPORTANT" FURNISN A COPY OF THIS DES160 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C.j PACOOCTS. INC. SHALL NOT at RESPONSIBLE FOR ANY DIVIA7108 FROM THIS DES161: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 01 FABRICATING, RANOLING. SNIPPING, INSTALLING AND 1RAC111 01 TRUSSES. THIS DESIGN CORFORNS PITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN C ti, SPECT/lt►TION PUB 1Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE WHEN 'J CONNECTORS ARE NAGE OF FOGA ASTM A653 61140 GALLA. STEEL. EICEPT AS NOTED. APPLY CONNECTORS Tl� QA111 EACR FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEI films DRAWINGS 150 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGII IM A9.„w y,,,.:.,-md Ptodw Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OISIGN SHOWN. THE SUITABILITY AND USE OF THIS SOQm watiN CA 95828 COMPO 1ENT FOR ANY ►ARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI 111 1.1995 SECTION 2. W3X4-0 8 W6X6 (R) V� W3X8 o 3 WU13o W3X6(A1) W X6� Ea 01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTEO BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 24.00" OC 8 ALL 8C @ 48.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 III W8X81 W8X8.,4 WU4 44- ,8 W5X8 4 W3X4g W3X4- 4�\� W3X4o W04ft 0-8-0 W5XB-zr Wl. 5X4 III _ NN 3 W2.5X4 s W16 M W1.5X4 0 W5X4� W3X6(Al) e� W4X4a T �,N �ePGkC A e,"> TZ +8-0-0 �G-6-1-12 —33-8-8 '1 9-5-13 _1_ 11-0-8 -I 6-1T� _1-6 _- 11-0-8 I 9-5-13 I 6-3-8 T` 17-8-8 ' 15-8-8 sr B-3-8 �1 48-0-0 Over -4 Supports R--141 W-3.6* R-1884 W-3,5" R-1529 W-3.5" R-317 W-3.5" CA - 1 - - F W q( TC LL 16.0 PSF TC OL 10.0 PSF Aug 13 •98 BC OL 8.0 PSF Na C 5 5 Eup, a R LL 0.0 PSF * TOT.LD. 34.0 PSF C IL UR.FAC. 1.25 Fcn1l►t SPACING 24.0" D'EP. fyoVA10-- /7` C1 I,,. Scale -.125"/Ft. REF R427--50877 DATE 08/13/98 DR W CAUSR427 98225004 CA -ENG AEB/GWH SEAN - 3781 FROM ED cc C�_ a.� is Cc tC 0 z om... co C7,� C7,j M C.7 .a IVALINL-JUMN VAL1Nt - 1-bN r1G6T/BP/TSC/CARR [1 -PL TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 OF -L 01 WEBS 2x4 DF -L Standard :W2, W38 2x4 DF -L #1: ADDITIONAL LOADS ------(LUMBER DUR.FAC,-1.25 / PLATE OUR.FAC.=1.25) TC - From 8 PLF at -2.00 to 8 PLF at 9.48 TC - From 8 PLF at 38.52 to 8 PLF at 50.00 BC - 295 LB Conc. Load at 17.00 BC - 468 LB Conc. Load at 21.00 RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON LU24. SEE CATALOG C-98 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] 110 PSF BC LIVE LOAD PER UBC. W3X6 (Al) E3 W1.5X4 IQ W8X81i W8X8ao WU4o f95# x¢68# THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** -271# NON -WIND UPLLFT AT BRG (X -LOC, Y -LOC): 0.00', 8.001. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0,16' DUE TO LIVE LOAD AND 0.15' DUE TO DEAD LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC 0 24.00' OC 6 ALL BC 0 24.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625,376. 847,045, OR 3,045,810. WH8,siv W1.5X4 N 3 W2. 5X4 a W4X6s W1. 5X4 8 W5X4= -0-0 W3X6(Al) a 4-6-1-12 a14 33-8-8ig 9-5-13 11-0-8 6-11-6 11-0-8 9-5-13 6-3-8 17-8-8 15-8-8 8-3-8 FQ 48-0-0 Over 4 Supports R--271 W-3.5' R-2589 W-3.5' R-1846 *-&W W-3.5" rLI ITr. wave Irl -NS H Design Criteria: TPI STD —WARNING'" TRUSSES REQUIRE ESTREME CARE IM ►ABRICATIOM, 3ANDL it D. SHIPPING, INSTALLING AND BRACING. REFER TO 1118.91 (HANDLING INSTALLING AND BRACING). PUBLISHED Of TPI (TRUSS PLATE INSTITUTE. 680 O'OROFRIO DR.. SOITE Zoo. MADISON, 111 53)16). FOR SAFETY PRACTICES PRIOR TO W / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHEDSTRUCTOAAL V ID CIILINS. MPORTANT—RELFURNISHS. OA CO►T OfR CHORD NTH ISALL 11DESIGN AVE A PTo THE YINSTALLATION ATTACHED GCONTRACTOR. ALPINE ENGINEERED Aug 13 ' PRODUCTS, INC. SHALL 307 ME Rt S►O131SLI FOR ANY DEVIATION FROM THIS DESIGR: ANY FAILuRE To BUILD 701 TAOSSES IN CONFORMANCE VITO TPI: 011 VAORICATINO, HANDLING, SNIPPING, INSTALLING AND Nb. BRACINA OF TRRSSIS. 71113 DESIGN CONFORMS Y17N APPLICABLE PROVISIONS Of NDS (RATIORAL DESIGN SPECIFICATION PUBLISHED 81 THE AMERICAN FOREST AND PAPER 11SSOCIATION) AND TPI. ALPINE C01NEC7ORS ARE NADI Of FOGA ASTN A653 GR40 GALV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER AS,,..,. �OMSIBILTTY 60LELYTRE FORSTHE TRUSSTHIS COMPONENT DIS16N SHOW". ING INDICATES THE SUITABILITY D USECE OF P90FESSIONAL IOfETHIS �,9 CIV& "' ` � =, I!>C' COOPS It FOR PUT PARTICULAR 801101 NG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S 10,�9S�B AIS117PI 1.16[6 SECTION 1. �QRP.AI1t:4 TEN T �o CA - 1 - - - F Scale —.125"/Ft. TC LL 16.0 PSF REF R427--50876 TC OL 10.0 PSF DATE 08/13/98 BC DL 8.0 PSF DRW CAUSR427 98225009 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 34.0 PSF SEON - 3778 OUR.FAC. 1.25 FROM ED SPACING 24.0" IVALINE-JOHN VALINE - T -ON PIGGY TOP CHORD 2x4 DF -L $1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard C STUB) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. H - RECOMMENDED CONNECTION BASED ON MANUFACTURERS CAPACITIES. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTION THAN p` INDICATED. CONNECTION REQUIRES APPROVAL OF BUILDING DESIGNER. (ADDITIONAL LOADS r ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1,25) IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO o TC - From 8 PLF at -2.00 to 8 PLF at 9.48 BRACE ALL FLAT TC ® 24.00' OC & ALL BC 0 48.00' OC. ca z DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. W6X4 6 10 PSF BC LIVE LOAD PER UBC. W1.5X4 M W3X4 FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634,016, A625.376, 847,045, OR 3,045.810. W2,5X4 0 4-8-7 8 r 4 13-0-0 W5X6r W6X6$ W1.5X4s W1.5X4 8 W2.5X4 6 W2. 5X4 —3 4 A 3 r W2.5X4 o w a +8-0-0 �T w W1.5X4 8 W2X4 �(l) M4o z W2.5X4 a 8-1-12 � a. 9-5-13 11-0-8 6-5-11 '—' 8- 3-8 15-8-8 3-0-0 Wzklh� p 27-0-0 Over 3 Supports w dy���,, R-402 W-3.5" R-1017 W-3.5" R-621 W-2" H—AIPi 'eH-4 W/ (2)IOdxl-1/2_NAILnTrlixs o W/ (6)16d_COMMOU—NAILS in Girder Girder is (1)2X6 min. DF-L'44�- PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - - F Scale =.25' Ft. I C>D tT --WARNING-- TRUSSES 9EOOIR( EITIENE CAN[ IA FABRICATION,. HANDLING, SHIPPING, INSTALLING AND BRACING. NEf[R TD HIB•9l (NANOLING IISTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTI TUT[. 6B3 D'ONOfa70 DR., fUITE L00, NAOISON, 11 53119), FOR SAFETY PRACTICES INIDI TO PERFORMING IRENE IOYCTIOBS. tl4lESS OTH(NYJSE INDICATED. TOP CNOR0 SHALL ,.,9 D1A/ TC LL 16.0 PSF REF R427--50878 V^ h TC DL [71 BAY E PROPERLr ATTACN[0 STRUCTURAL PANELS, BOTTOM CHORD SBALL HAVE A PROPERLY ATTACHED RIGID CEILING. 10.0 PSF DATE . 08/13/98 CCC777 FURNISH ACOPT0► TRIS DESIGN TO THE INSTALLATION CONTAACTOI. ALPINE ENGINEERED AV 9 13IMPORTANT-• BC DL 8.0 PSF DRW CAUSR427 98225002 e [h ~ PAODOCTS, INC, ftlAlL NOT BE RESPONSIBLE FOl ANT O[YIATION FROM THIS D[3f6N; AMT iAIIUN[ TO80110 TtlE TRUSS[$ 1N CONFORMANCE MITA TPI; OR FABRICATING, HANDLING, SNIPPING• IRSTALLII6 ARO BRACING OF TRUSSES. THIS DESIGN CONFORMS WIT" APPLICABLE PROVISIONS Of NOS (NATIONAL OE S1 N0. C 68 02 ?BC LL 0.0 PSF CA -ENG AEB / GWH L.j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •� CONNECTORS ARE MADE OF LOU ASTM A6S3 6440 RAIN. STEEL. EICEPT AS NOTED. APPLY CONN[CTOI TO * TOT.LD. 34.0 PSF SEON - 3784 [RCN FACE OF TRUSS. AND UNLESS OTNERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEN � �® � p..,,t,,.•. ORAWI NGS 160 A-1. THE SEAL ON TH1S ONANING IKOICATES ACCEPTANCE Of FROFESSVIODL ENGINE A'N9 RESPONSIBILITY SOICLT FOR TN[ TRUSS COMPO IT ESISHOWN. THE SO (TAB [L ITY AND USE OF FOR ANY BUILDING li TtlE 0.ESPONfJBIIITY OF THE BU1lDIN0 OUR,FAC. 1.25 FROM ED Sa�lo,CA958n DESIGNER, PER AIS(f»COMPONEtT1.1995 SECTION f. CF SPACING 24.0° 6 EPAIR: VALINE JOHN VALINE - [SGE] T-18 T-9 PIG/BP/DGE[6`SB] [2 -PL REPAIR TRUSS FOR REVISED PROFILE (REPAIR TO CONSIST OF (IN ORDER): PROVIDING TEMPORARY SUPPORT FOR TRUSS OR REMOVING LOADS PRIOR TO BEGINNING REPAIR cz: TRIMMING EXISTING MEMBERS AS INDICATED I ADDING NEW WEBS AND CHORDS WITH PLYWOOD GUSSETS TO BOTH FACES ADDING NEW WEBS AND CHORDS WITH TRULOX PLATES TO BOTH FACES 0 � DGE AND DISTANCES AND SPACING FOR NAILS SHALL BE SUFFICIENT TO cx:) REVENT SPLITTING OF THE WOOD AND MEET REQUIREMENTS OF 1994 UBC z ECTION 2311.3.3. (C) NEW CHORD: 2X6 DF -L #2 (T) TRULOX PLATE: NAILS: 6d COMMON WIRE NAILS (OR EQUAL). CIRCLED NUMBER(S) INDICATE TOTAL REQUIRED TO EACH OUTSIDE FACE OF TRUSS. SEE DRAWING #142 FOR TRULOX INFORMATION. cn E� o DASHED LINES INDICATE o PORTION OF TOP CHORD ezw. TO BE REMOVED 4 (E)W5X6 (E)N3X4R ca 3 (P)9 X9 a 4 (P) w z c v/. w 710 3 (C) w z THIS DV6 PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2- Complete' Trusses Required -� NOTE: SEE DRAWING CAUSR427 98162067 FOR LUMBER. PLATES, AND OTHER DATA NOT SHOWN HERE AFTER COMPLETION OF REPAIR(S). TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (P) 1/2' PLYWOOD GUSSETS. ADA SPAN RATED, CO GROUP 2 (DOUGLAS -FIR/ HEMLOCK) EXPOSURE 1 (5 -PLY CONSTRUCTION). FACE GRAIN POSITIONED PARALLEL OR PERPENDICULAR TO THE CHORD. FASTEN ONE GUSSET TO EACH FACE WITH EQUALLY SPACED 6d COMMON WIRE NAILS (OR EQUAL). CIRCLED NUMBER(S) INDICATE TOTAL NAILS REQUIRED TO EACH FACE. ALL GUSSET SIZES 6"X6' UNLESS OTHERWISE INDICATED. (E) EXISTING ALPINE PLATES TO REMAIN IN PLACE. 7�� te'E (E)W3X4 ml T)6X10 (P)9.X9. 3 18n \=� _ 2-0-0 14-4-12 ��' 27-5- 6-0-0 1 3 5 13 I 11-0-8 17 R-461 W-3.5° 48-0-0 Over 4 Supports— Ec, R-414 PLF W-16.9-8 Note: All Plates Are W1.5X4 Except As Shown. PIT TYP. Wave TPI-95XR Design Criteria: TPI(STD) (P)93X9'� (P)9'X9' (101 C (E W3X10 (T) 3X6 e -5- DASHED LINES INDICATE PORTION OF TOP CHORD TO BE REMOVED 6X6 W1.5�X4 , z-010 A- R -3713 - R-3713 W-3.5' R-34 W-3.5' m O� AM.11 . TRUSSES REGIME EXTREME CARE 10 rANRICA1105. MAIUUNR. a,ftmUU, IIIULLIMU AMU GRACING. REFER TO MM -01 (IANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TROSS PLATE SB3 D'ONOFRIO OR.. SUITE 100. MAOI501. II 11111). FOR SAFETY PRACTICES PRIOR TO Of1D W. TC LL 16.0 PSF O� INSTINONf. THESE FUNCTIONS. BILESS OTHER 'I INDICTED. TOP CHORD SHALL NAVE. PROPERLY ATTACHED TC OL 10.0 PSF .,--. MIN PERFORG STRUCTURAL PANELS, BOTTOM CHORD SHALL NATE A PROPERLY ATTACHED RIGID CEILING. Q 16 P C2 FURNISH A f OF THIS RTO S DESIGN. ALPINE BC DL 8.0 PSF ANYTHE DEVIA71ONLFROM THITION 19SPONSIBL� OROPY PACOUCyS. INC. SHALL NOT OANT" FAILURE TO N �6 ---. BUILD TIE TRUSSES IN COAFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND Ds BC LL 0.0 PSF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIOIS OF ADS (NATIONAL DESIGN W ALPINE SPECIFICATION PUBLIS/EO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPIIE NOTED. COIICCTOIS T * TOT LD 34.0 PSF c/3 CONNECTORS ARE MAGE OF 1004 ASTM A553 GA40 GALV. STEEL, EXCEPT AS APPLY EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON 7115 DESIGN. POSITI01 CONNECTORS PER . . DUR . FAC . 1.25 — I OIANIBIS 110 A- '_THE SEAL OA THIS DRANIID INDICATES ACCEPTANCE OF PROFESSIONAL 1101NEERIN RESPONSIBILITY SOLELY FOR THE TRUSS CONPONERT DESIGN SHOWN. THE SNINABILITY AND USE OF THIS CMV.J (l6 SPACING 24.0 ' COMMIT FOR AMY PARTICULAR BUILDING IS THE RCSPORSIIILiTY OF THE BBILOIAG DESIGNER. PER ��' .SUMOUlOq CA 95= ANSI"" L•1INS SEETIOI 1. scale REF R427--72988 DATE 09/15/98 DRW CAUSR427 98258016 CA -ENG JD/CWC SEAN - 23924 FROM ED (REPAIR: VALINE JOHN VALINE - T-2 PIGGY/BP REPAIR TRUSS FOR REVISED PROFILE (REPAIR TO CONSIST OF (IN ORDER): PROVIDING TEMPORARY SUPPORT FOR TRUSS OR REMOVING LOADS PRIOR TO BEGINNING REPAIR cam: TRIMMING EXISTING MEMBERS AS INDICATED ADDING NEW CHORDS WITH PLYWOOD GUSSETS TO BOTH FACES I DGE AND DISTANCES AND SPACING FOR NAILS SHALL BE SUFFICIENT TO _'. REVENT SPLITTING OF THE WOOD AND MEET REQUIREMENTS OF 1994 UBC cx:o ECTION 2311.3.3. 0 z DASHED LINES INDICATE PORTION OF TOP CHORD (E)W6X6 TO BE REMOVED 4 4 (P)6 -X6' _ 4 or (P) 6-X6- 4 REPAIR DETAI. A O feu A W a W W Z c� Z W z 12.0.01 6-1-12 - 35-8-8 8-0-0 }.2.� 11-4-0 I 1- 6 16 _1_ 11-0-8 r 6-3-8 '1 17-8-8 I48-0-0 Over 4 Support R--237 W-3.5' R-1999 W-3.5' PLT TYP. Wave TPI -95\R Design Criteria: THIS ONS PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS ?ROSS CALCULATED BY TRUSS FABRICATOR*** NOTE: SEE DRAWING CAUSR427 98162073 FOR LUMBER. PLATES, AND OTHER DATA NOT SHOWN HERE AFTER COMPLETION OF REPAIR(S), TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS (E) EXISTING ALPINE PLATES TO REMAIN IN PLACE. (P) 1/2' PLYWOOD GUSSETS. APA SPAN RATED. CD 6ROUP 2 (DOUGLAS -FIR/ HEMLOCK) EXPOSURE 1 (5 -PLY CONSTRUCTION).FACE GRAIN POSITIONED PARALLEL OR PERPENDICULAR TO THE CHORD. FASTEN ONE GUSSET TO EACH FACE WITH EQUALLY SPACED 6d COMMON WIRE NAILS (OR EQUAL). CIRCLED NUMBER(S) INDICATE TOTAL NAILS REQUIRED TO EACH FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (C) NEW CHORD: 2X4 DF -L #1 SYMMETRIC REPAIR - SEE DETAIL cW size -1w." AEFER TO RlM-01 (HANOLIIG INSTALLING AND BRACING). PUBLISHED BY TPE (TRUSS PLATE rn INSTITUTE. 683 D'OIOFRIO DR.. SUITE 100. MAOISOO. 01 S3130). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FNNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED '-" STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 4I010 CEILING. co —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL 101 8[ RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AMY FAILURE TO '—' BUILD THE TROSfES 11 CORFORMAICE WITH TPT: 02 FABRICATING. HANDLING. SNIPPING. INSTALLING ANO ALPINE IRACIMO OF TRUSSES. THIS VISION CONFORMS MITI APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN. W SPECIFICATION PUBLISHED BY TRE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE ci] CONNECTORS ARE MADE OF VGA ASM A653 SR40 GALV. STEEL, EXCEPT AS NOTED. APPLY COINEC70RS TO EACH fACE OF TRUSS. AID UNLESS OTHERWISE LUCAi[D OH THIS DESIGN. POSITION COMM[CTO0.5 PER ORAHIBe$ 160 A! . THE SEAL ON TIIS DRAMING INDICATES ACCEPTANCE OF PROFISSIORAL ENGINEERI38 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW. TIE SUITABILITY AND USE OF TIIS AIpma g—cadh0&0tI6I- COMPONENT FOR ANY PARTICULAR BIILOING IS 701 RESPONSIBILITY OF TIE BUILDING DESIGNER. PER SNnmad4 CA95828 ANSI/TPI 1.1116 SECTION I. N - " li R-1999 Y-3.5° R-23 W-'�'.�)1' CA - 1 - - R F Scale .1875' Ft. �Olpy�A Sep 16 '9&rY3 N, C SW5 IV►V ��q 4F TC LL TC DL BC OL BC LL TOT.LD. DUR.FAC. SPACING 16.0 PSF 10.0 PSF 8.0 PSF 0.0 PSF 34.0 PSF 1.25 24.0' REF 8427--72988 DATE 09/15/98 DRW CAUSR427 98258013 CA -ENG JD/CNC SEQN - 23927 FROM ED PAIR: VALINE JOHN VALINE - [SGE] T-1& T-9 PIG/BP/DGE[6'SB] [2 -PLY]) REPAIR TRUSS FOR REVISED PROFILE AND BEARING CONDITION (REPAIR TO CONSIST OF (IN ORDER): - PROVIDING TEMPORARY SUPPORT FOR TRUSS OR REMOVING LOADS `" PRIOR TO BEGINNING REPAIR TRIMMING EXISTING MEMBERS AS INDICATED i - ADDING NEW WEBS AND CHORDS WITH PLYWOOD GUSSETS AND TRULOX PLATES TO BOTH FACES 0 � 'P) 1/2" PLYWOOD GUSSETS. APA SPAN RATED. CD GROUP 2 (DOUGLAS -FIR/ cx:). HEMLOCK) EXPOSURE 1 (5 -PLY CONSTRUCTION).FACE GRAIN POSITIONED z PARALLEL OR PERPENDICULAR TO THE CHORD. FASTEN ONE GUSSET TO EACH FACE WITH EQUALLY SPACED 6d COMMON WIRE NAILS (OR EQUAL). CIRCLED NUMBER(S) INDICATE TOTAL NAILS REQUIRED TO EACH FACE. ALL GUSSET SIZES ARE 9'X9' UNLESS OTHERWISE NOTED. ALL GUSSET SIZES ARE 9"X9" UNLESS OTHERWISE NOTED. (E) EXISTING ALPINE PLATES TO REMAIN IN PLACE. cn H p DASHED LINES INDICATE (E)W5X6 0 ra PORTION OF TOP CHORD (C) a TO BE REMOVED 3 3 Q (P) P) 3 ra w c>~ w � 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required NOTE: SEE DRAWING CAUSR427 98162067 FOR LUMBER. PLATES, AND OTHER DATA NOT SHOWN HERE AFTER COMPLETION OF REPAIR(S), TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS (C) NEW CHORD: 2X6 DF -L #2 + DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (T) TRULOX PLATE: NAILS: 8d COMMON WIRE NAILS (OR EQUAL). CIRCLED NUMBER(S) INDICATE TOTAL REQUIRED TO EACH OUTSIDE FACE OF TRUSS. SEE DRAWING #142 FOR TRULOX INFORMATION. 7-1 P-6604 19 -- DASHED LINES INDICATE PORTION OF TOP CHORD (E)W5X6 @ TO BE REMOVED n-(T)3X6 BRI[", (C) -*, (D (P)9'X12" ze d w � EXTENDED BEARING w 20-0-4 - - A'�� C 2�-0-0 X12 o 21-10-0 B►�E ;tom 3-5-13/, —' 6-0-0 1 3-5-13 1 11-0-8 I 17-11-14 I_?)LSa� 6-0- Olt- :_I s 48-0-0 Over 4 Supports - u j R-270 PLF W-31-8-0 �,*9-^ R-463 W-3.5' R-1354 W-3.5' R-310 W-3 5--' Note: All.Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Desi n Criteria: TPI(STD' CA - 1 - - R F Scale —.1875'/Ft. m +wARM1N0+• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HAIOLIRG. SU]PP11G. INSTALLING AND B4C1B8. REFER TO HIO.01 (HANDLING INSTALLING AND GRACIIN). PUBLISHED By TPI (TRUSS PLATE INSTITUTE. EBS D•ONOFBIO DR.. SUITE LBO. MADISON. 1] 63719). FOR SAFETY PRACTICES PRIOR TO 0� w y TC LL 16.0 PSF REF R427--72988 rn PERFORMING THESE FUNCTIONS. UNLESS OTNERVISE INDICATED. TOP CRORD SHALL NAVE PROPERLY ATTACHED , �j, TC DL Sep 16 9 10.0 PSF DATE 09/16/98 ^' STRUCTIRAL PAOELS. BOTTOM CNOBD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT** FURNISN A COPY OF THIS DES1R9 TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ImL A BC DL 8.0 PSF DRW CAUSR427 98259005 to PRODUCTS. INC. SHALL NOT OF RESPONSIBLE FOR ANY OEVIATIO1 FROM THIS DESIGN; ANY FAILURE TO No 8 06 CA -ENG JD/CWC '—' BUILD TIE TRUSSES 11 CONFORMANCE N1TB TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLERS AND 02 BC LL 0.0 PSF WBRACIIO �, ALPINE OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF BOS (NATIONAL OESION SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ABO PAPER ASSOCIATION) AID TPI. ALPINE CONNECTOIS ARE MADE OF TOGA ASTM A653 BRIO GALV. STEEL. EXCEPT AS TOTED. APPLY CONNECTORS TO * TOT.LD. 34.0 PSF SEAN - 23932 cn EACH FACE OF TRUSS. ABO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORWECI PER ORAYIB05 163 A•Z. TBE SEAL OR THIS DRAWING INDICATES ACCEPTANCE of PROFESSIONAL IIBIIEERIND RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESION SHOWN. THE SUITABILITY AND USE OF THIS A L DUR .FAC . 'RC 1.25 FROM E D A(�Eo=PlodDGtN,Iaa COM►ONEBT FOR AMY PARTICULAR BUILDING IS THE III ONSIBILITY OF THE BUILDING 015161ER. SPACING 24.0' SRammBgCAfV5121 ANSIIIPE 1.1996 SECTI01 E. GREGORY A. PEITZ. ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: O- es) d L't rp �Po I have reviewed the truss submittal for the above project and all loading design criteria have been met. Architect k Transmittal Sheet Owner's Name: John Ved`YL?i Date: A. P. #: v39 - 4-70- y09 Permit #: / T" Transmitted Documents: ❑ Approved Plans ❑ Approved Plans with remaining items on Permit Application Data Sheet. 041ans to pickup for corrections and revisions. ❑ Building Division A.P. File, Please return to the Oroville office within three (3) business days. ❑ Other: Process as Follows: ❑ Call - and hold for pickup at the ❑ Chico Office W' Permit applicant has been called. Hold for pickup at the hico Office ❑ Deliver with next. inspection. 7'ra" Rtvt4je�n qj'�" �,4yL�Cf�ex� ram \~« � � ` ^ 8 � 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT --:,- "0. - ASSESSOR PARCEL NUMBER 39-47--08 ZONING AS BUILDING PERMIT OWNER JOHN VALIKE, TELEP14ONE SO. FT. OCC. BUILDING VALUATION snoxn OWNERS MAILING ADDRESS 1 1666 ONEY AVE - CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ gm - ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS` BY 3666 COSAVE.VV IJl Energy Plan Checking Fee CHICO PERMIT FEE $ qc LOT No. SUBDNIS IONS WIME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex'❑ MobilehomeXY Other SPECIFY or heat pump water heater 23.00 Water; piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation O Other ❑ Describe ~Work: DEMO 33 $ 20 CABANA Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W En! PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800V OR LESS Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. �� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale: ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. SO 3.5¢FT: NON-RESIDCONS. ' MULTI.OUTLET 97,50 R A 6PSINOWGOUTLET CIR. ELEPPARATUS UTETORFI TUR �(, OCCU OUTLET OR FIXTURES BAL @ 1.550 Ex. Occup. ouTLETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation ` I PERMIT FEE $ Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and ag at if I should become subject to the workers' compgnsatior}. proti 3'o �n 3700 of the Labor Code, I shall forthyfth co ly wit - /o'4 pYoovi-. s. \ _^ X / C/1 i Date Signature o Ap (cant - gk C ner 0 Contractor ❑ Agent An`OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile HlAe Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 RAZ. I o FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 1141- Data Receipt No. _L. -' � 1 . (�'1. r.(.Q WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISI 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 PERMIT NO. Of (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER JOHN VALTNE TELEPHONE SQ. FT. OCC. BUILDING VALUATION FST 500-00 . OWNERS MAILING ADDRESS 3666 COSBY AVE - CONTRACTOR'S NAME OWNFR TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 15-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3666 COSBY AVE. Energy Plan Checking Fee $ $ CHICO PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome)a Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DEMO 38 X 20 CABANA Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 600VOR LE Main Service 2a DA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70001 of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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 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.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the wor comp satio p v;?W. section 3700 of the Labor Code, I shall th cc ly wit a ov' ' s. X Date e O re O App icant - ner ❑Contractor ❑Agent OSHA permit is require6 for excavations over 60" deep and demolition or construction of structures over 3 stories in height. TO Main Service 200A 1000A 46.00 NEW CONST. DWELLING CUP. OCCU OR ADDNS. ( a ACC. BLDS. SO 3.5¢FT; pOES1U T. MULTRANCI.OUTLET 97.50 OWEPPARATUS 8 PSINGLER AOUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1'50 13AL o .50 Ex. Occu . DFIx R. OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. 1 D. FEES IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date 16, PERMIT EXPIRES ON (pt.) — Receipt No. 23 I I .©0 WHITE-D.D.S.-B.D. CA ARY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ' r• BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00-1424 Expiration Date: 6-21-01 A.P-# 039-470-008 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [X] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. YWrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION f County Center Drive • Oroville, California 45965 + Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039--470-003 ZONING a--- BUILDING PERMIT OWNER JOMII VALINE TELEPHONE 345--7003 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 3666 =BY AVE,MW 957- ro CONTRACTOR'S NAME 0T��Li TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 346.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3656 cam' AVE,T�- Energy Plan Checking Fee $ $ PERMIT FEE $ 366.00 LOT NO. au D -r SiwwS E ':. PARCEL MAP PLUMBING PER IT �- �-Flirig Fee '20:00 Each Trap 7.0023.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 7.0 RENEY3T OFF PIZtIi42=0`2114 Zti Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 eo0v OR LESS Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class 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: .�.C1. I, as owner of the property, or my employees with wages as their sole compensation, ii'' will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO I 46.00 WEL200A NEW CONST. DWELLING OCCUP. U OR ADDNS. ( S ACC. BLDS. SO 3.5¢FT. NON REOSID. ' MULTI-OIR 11, UTLET @7,50 APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES .00 B20 @ I. 0 FUCED APPLNs. OR Ex. Occup. ourLETs RESID. E0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) Q I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and.agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those I�rovisions. w X !/r� % Com'"f Date !� % Y �:�� _ Signature of Applicant - p, Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HA2. D. FEES IMP FLooD CDF PARCEL -PD HD 11`4U 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. f} �TU�4r By 1�-- Date �' 0 PERMIT EXPIRES ON 6-22-01 Dela Receipt No. tR PY % / D WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Fr COUNTY OF BUTTE - DEPARTMENT_ -OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE5MIT NO. (Rev.12/W ` APPLICATION AND PERMIT -' ASSESSOR PARCEL NUMBER 039-470-008 ZONING A-5 BUILDING PERMIT OWNER JOHN VALINE TELEPHONE 345-7008 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 3666 COSBY AVE, CHICO 95928 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 346.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 3666 COSBY AVE CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 366.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 9ND RENEW—A-1 OF PERMIT 998-0914 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 500V0UE Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 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 construct the project. I aexempt under Sec. Business and Professions Code for this r am son WORKERS' COMPENSATION DECLARATION I ereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and gree that if I should become subject to the workers' compensatio pr vi ' s section 3700 of the Labor Code, I shall fo co ly wit o S. / X Date (�J %/J r _ a e of Applicant -ik Owner ❑ Contractor ❑ Agent An O HA permit is require4 for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 CCU000A WEE200A NEW CONST. DWELLING OCCUP. ,3 SQSO. ( & ACC. FT. NEW CONST. LET NO..ESID. @7.50 POWER APPARATUS 8 SINGLE O LJfLET 20 @ I' 50 EX. OCCU OUTLET OR FIXTURES SAL 840. so Ex. Occup. O TEjp� RESID.DEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. rPE 366.00 TOTAL FEE $ HAZ. D. FEES IMP I FLOOD I CDF I PARCEL U This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON 6-22—n1 provisions to do work paid. afe Receipt No. oZ / c/ -7 l 0 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT A Attention Property Owner: Ari "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[A NO[ ]. 2. I HAVEO HAVE NOT[,.. ] signed an application for a building permit for the - proposed work. 3. I have contracted with the following person (firm) to - provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and p ovide the major work: ME: NAaWTF_l ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following.persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: 4. PROPERTY OWNER: SOCIAL SECURITY NUBER: DATE: �91-6U A . - �- NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. May 1995 This verification must be completed and returned to our office before we are permitted to issue the permit. 2.26 I O.LR. 1 - Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. . For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California .and to have a business license from the city or county. They are also required by law to put their license numbevon all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any ' persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you. are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for "you if you do not carry out these obligations, "and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their o'w'n"- work wnwork personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters -The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section' 19830 of the California Health and Safety Code. May 1995 2.27 �' �iutie coiiniU L A N D O F NATURAL WEALTH AND B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 959.65-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 ' RE: Building Permit // 98-0914 Expiration Date: 6-22-00 A.P. 1/ 039-470-008 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the categories. marked below: [ Permit work started, but not completed. Permit. may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until anew building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work.' Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. MCV:ahb Attachments Yours very truly, 4MicelC. V ira, C.B.O. Manager, .Building Inspection Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 • ..... ySK -. ..••..r .•. � �.y,..-. ..r.• --•t �`T.-......{,•r�.n,..w,,�-�+R:^^�*.'�n..weYV�.-e`,iw�y,:.-c"a:,:.'r+..r.;a ,-'-A.cis,n;,.,�,ws��r�t+^.�s:mv-:.��,;,.•as., ..w r, . ♦ R^' MS.MyT c .'�: "f ,ry l�t��:SI s. l,S•1,i.:r •'•1. -`4 n - ^ ...tic: t F t(. i.-.. i 0 9-470-008 L ' �;}f " 99-,1374 f VALINE, John` w 3666 Cosby Avenue, Chico ' Contr: Owner' I` Renewal of BP# 98-0914 new single r All - ' 1 1lrir I • c i � 1, :. � ,�. • ' �I f ♦ • ` , 1 � •7 r —' C61JNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Driv6 - Oroville, California 95965'• Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 99-1374 ^_70—__ ASSESSOR PARCEL NUMBER 0311--470-008 ZONING A S BUILDING PERMIT OWNER JOHN VALINE TEL�p;°�'E 7008 3 SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 3666 COSBY AVENUE, CHICO CONTRACTOR'S NAME OWnR t� TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee69V?$ 346.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ SUILDINGADDRESS '~ 3666 ,, COSBY AVENIJE CHICO Energy Plan Checking Fee $ $ PERMIT FEE _ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling. Fee 20.00 E ch Trap 7.00 USEOFSTRUCTURE YQDu I Mobilehome ❑ Other S :`'�' SPECIFY Solar or heat pump water heater 3> Water piping 15:60 ' 'Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other [ Describe Work: 1 ST RENEWAL OF BUILDING PER1,1IT # 98-0914 NEW SINGLE FAPiILY .Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 .Mobile Home I s I G I W @20.00 PERMIT FEE S - ELECTRICAL PERMIT FltFee 20.00 Main Service .OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and•,tny license is in full force and effect. License Class I No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as -owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarationaT ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any arson in any manner -so as to become subject to workers' compensation w of Califpm!a, �L6 agree that ff I should become subject to the work rs' c pensation provisidns of sebtioq 3700 of the Labor Code, I shaU forth Y h mpl with th�se ovisions. X , t^� Date �,0� r Sign a of Applicant - wner ❑Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or cgnstruction of structures over 3 stories in height. Main Service soap To Main 46.00 'CO T. DWELLOCCUCCUP. SO OR ADP". ( : W CONST. TXMULTI- RESIO. D ROUT 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET —Ez. Occu BAS@':550 `-E%: _6ccu . DcTircTs� PRM.) E 5.00 `-Tem orar Service 23.00 bile Home Facilities 20.00 '-Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEPE $ Mobile ACe Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 366.00 PEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ' Bys � PERMIT EXPIRES O w • ' I the applicable provisions Resolutions to do work been paid. Date k -�' Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .517191,2- 000 RESIDENTIAL I 1�, • 0391470-008 PP VALINE, John F. PERMIT NO. 3666 Cosby Ave., Chico New Single Family PERMIT EXPIF, "OWNER CONTR. -ASSESSOR PARCEL f";=OCATION ce 4o 6e— i P't • CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ SPECIAL INSPECTION ITEMS VERIFY Temp. Power Called P( Temp. Elec. Called OFFICE COPY Address— GAS Meter By Date ELECTRIC Meter By Date Temp. Gas Service Called PG&E JOB FINALED (Date) or Signature V=OK O = Not OK ` = Nott Repady MOBILE HOMES < Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water, Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 5. Alum. Awn.; Columns-Connections-SpliceDecal-Enclosures 6. Gas; Location -Test -Wrap; / PL'ft. / /NaL or/ tt'ft./ /LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test-DemandValve-Connector POOLS (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability .6., Water; MH Test -Regulator -Connector 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining '. 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. Elec.; Receptacles and fighting, Distance-GFI 8. Gas and Electricity Tagged 5. Elec.; Pod Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 10. Exits; Insp.-Sketch 7. Elec.; Bonding; Metal w/8 -Circulating Equip. -Heater 11. Can of Occupancy 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4 t; MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-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-SpliceDecal-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 -Lendings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining '. 4. Elec.; Receptacles and fighting, Distance-GFI 5. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/8 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = NotOK - = Not Applicable = Not Ready Date JUNDERFLOOR (Plans) OK except #'s oningSetbacks-Easments-FloodSlope tg., Main; Soils-Elec. Gmd. //<C-Ftg. Depth ,3-Ftg 6erage, Soils-Steel-Elec. Gmd/ P Ftg. Depth des & Decks; Soils -Steel-/ N Ftg. Depth 9,o5fe-mwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts- Wrapped 6a. Hold Downs and Special Anchors RESIDENTIAL (Single & Duplex) 9. DMM. Fall -Fitting -Test -2 Way C/O -Sewer Test G� 10. UF. Gas Pipe• ize Anchors - Yard Gas Piping; Size Test 11. Wat ; Test -Anchors -Regulator -Service Test 12. Electric Under and 13. Pienums u learance-Material-supportlns. 14. G' Sills -Anchor Bolts-Joists-Vents-Crippies L1;lI D 13/Access & Ventilation MA4 16. Insulation Date and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Y W r Htr.; Vent -Access -Combustion Air Baffle ter ti w; Test & Anchor -Nail Protection D ..; Test Fittings & Anchor -Nail Protection S Shower Pan; Test, First Floor -Tub Access st Tub & Shower, Second Floor -Tub Access -126 Gas Pipe; Sae & Anchors Date WQjejCard Date B-1jW Date Card B-1 and B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s F' & Transformer Clearance -Ins. Protection Vptepl Rqceptacles Spacing -Lights & Switches at Doors ze Bois & No. of Conductors Stapled *-'Amex Installed Close to Edge of Studs & C.J. e.Xqpip. Ground made up w/Mech Fastners-Bond Gas & Water V. Appliance Circuts in Kitchen & Conductor Size GFI p(Xbfeed Wire Size / /ga. Cu or AI-A.C. Wire Size / / ga Cu or AI zR nge Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI nsulated Neutral Q Yes Q No 'ce-Riser Conductors & Ground -Main Disconect . Clearances Panels -Motors -Meeh. Epuip. lothes Closet Light -Shower Light -Spa Light Smoke Detector Date 1?7/,e Card B-lfflV Date Card B-1 Date Card B-1 Date Card B-1 Date ANICAL (Permit) OK except #s b39' YpYrFan, Exhaust above insulation . C densate Drain & Overflow, Size & Grade F ance-Vent Access -Comb. Air -Return Air Vent 115 outlet Ar Attic Access & Platform if Furnace in Attic Date Card B Date Card B-1 Date Cyd B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Si roper Materials & Anchors Is Studs- iling Spacing & Braces -Plates -Sound B ring Is over Girders & Floor Nailing Dr op in Walls (rat proof) Fi Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing 46. ngers-PostCaps-Anchors-Connectors V,tling. Joist-Rftr. Ties-Puriin-roff Brac.-Truss-Shfing.-Rfng. zireplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits irs; Width -Headroom -Rise -Run -landing -Fire Protection lywood on Roof uvemWVg:AVC'Vtnts­Ra4ter Outriggers W. Siding -Nailing Veneer Vents-Underflr. Access jA. Ahear Walls: Nailing-pits W. Brsace-11`61rior / ExtVor Wall Panels DateF 1� �/) Card B -V if v Date Card B-1 Date 1 Card B-1 Date Card B-1 Date FINA (Plans) OK except #'s fgOxt Ste s -Door & Sidelight Protection -landings S e Detector Q I n Vur V€htj7Clear#nce-Comb, Air-Conector- rage; Above Floor -Ducts -Meth. Protection ed'r m Exiting & Bath Fixtures & Tub Access -Spa Elec m & Subpanel, Breaker Sizes & Labels .69-156 rs &Rails Fir ace or Stove, Clearance Hearth E Ou e at Wood Panel, Int. &Ext. Ki t. & Appliance; Ground. -Air Gap -Cooking Clearance Elec. Outlets & Recepticales at Kit. Counter -?" [-.aw a ire Door; Swin-Landin -Closure uct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. I arage; Above Floor -Meeh. Protection Irr Plb., Elec. & Mech. Equip. Listed for Location I tacles in Garage G.F.I. -Romex Protection alio •Foam -Looked in Attic Gu rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearan looked under Floor es 8wing Instid./Drive Q Yes oNValks Q Yes o/Planters Q Y o Stucco Brown.Finish 84. A.0 it Disconnect, Electrical -Plumbing &5eje'ntsA6ove Roof, Plbg-Appliance-Fireplace-Clearance to Openings V ater WrDisconnect, Electrical, Plumbing 87'or Y. Trim, G.F.I. Receptacle -Underground . Ven' or(ThroughtHouse orrecti frogrPrevious Inspections G e et s Tagged, Gas -Electric IS ),` � ter & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 41 Z Date-? Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: LOERKE IN, CO., INC. " INSULATION CERTIFICATE. 36W Cosby Ave. Chico ._...�!� er and�5�f-reef --�-- --__...._------_.�.�. DESCRIPTION OF INSTALLATION 1. ROOF Material ----.----------._ ...... ____-- Brand Name -_-__-- Thickness inches _ _ Thermal Resistance_(.R-Value)_;.._-.___ 2. CEILING Batt or Blanket Type__Eiberglas"&jtts_...__..__ Brand Name Johns Manville _ Thickness (inches)_!!!__ Thermal Resistance (R -Value) R38 - ----- Loose Fill TyQe Fiberglass. Brand Name _Johns:Manville- _. Contractor/s min. installed weight/ft sq. __-.,.....fib_ Minimum Thickness_:__....: ' — inches. Manufacturer's installed weight per square foot to achieve. Thermal Resistance (R Value) 3. EXTERIOR WALL Material ....-Eiberglass Batts .. Thickness (inches)_ -_-_3.__5"/65"_- - - Brand Name-JohnsManville Thermal Resistance (R -Value)_- R13/R1.9 4. RAISED FLOOR :�'� `•,� Material Fibralass Batts _ Thickness (inches)- 6•5p 5. SLAB FLOOR / PERIMETER Material - Thickness ---_-_-- Perimeter Insulation Depth (inches)_.._ 6. FOUNDATION WALL Material Thickness (inches 'DECLARATION Brand Name. -J9hns Manville-____________. .Thermal Resistance (R -Value) R19- _ Brand Name Thermal Resistance (R -Value)_ Brand Name.-__----- __......_ »; Thermal Resistance '.__ I hereby certify that the above insulation.was installed in the building at the above location in conformance with the current Energ Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the 'Certificate of .compliance; where applicable. C.L.#499150nitLOERKE INSULATION CO:, INC: item - _ e a e __ _ .------Insta-li n9 Subco-n- or o. Nam y General Contractor (Co. ame) Or Owner - them its_.. igna uFre,_Da4e Installing Subcontractor (Co. Rame) Or General Contractor (Co.Name) Or Owner -item #s :Signature, Date Installing Subcontractor (Co. Name Or ,, General Contractor (Co. Name) Or Gner COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES_ 411 Main Street • Chico, CA • (530) 891 -?751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 3i :t -P L% ;3 7 ... _,.-.may .r. ....�,�:-,�+.��5�-'�:i,k'L.�,•;tr..:.--a..�-��e:...,;�,,,: 1w'�:,^t._:,..� . ,y •._. ... _o ...r--\.... COUNTY /OFF BUTTE t BUILDING DIVISION j DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 Ir CORRECTION NOTICE vto / ✓ `LL OWNER PERMIT PERMIT NO. !' A routine inspection indicates that the following violations of butte county Ordinances exist at the ave address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. F wY 7 w ! 1 2 y Date i �"' Inspector / REV 10/92 COUNTY OF BUTTE ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road; Chico, CA - (91.6) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CAP (916) 872-6307 CORRECTION NOTICE A-6 Nc OWNER -moi (c PERMIT N 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, Date :724 - inspector REV 10/92 -COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541. PERMIT NO (Rev. 12/96) APPLICATION AND PERMIT 99-1374 ASSESSOR PARCEL NUMBER 039-470-008 ZONING A5 BUILDING PERMIT OWNER JOHN VALINE TE143 7008 SO. FT. OCC. BUILDING VALUATION OWNERS "UNG ADDRESS 3666 COSBY AVENUE, CHICO CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 692,12$ 346.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 3666 COSBY AVENUE CI-IICO Energy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISIONS MIME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 0 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other EX Describe Work: 1 ST RENEWAL OF BUILDING PERMIT # 98-0914 NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W F @20.00 PERMIT FEE S' ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2ooA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSIN License Class LIC. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1� [,as owner of the property, or my employees with wages as their sole compensation, r_ will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC . S. SO 3.5QFr; p61pT. MULTI -OUTLET QG 7,50 OWERGLE OUTLET APPARATUCIR.S a EOOLmF'f OR FDLTUREs Ex. ccu 00 BAALL Q': o Ex. Occup. .."ED R= D °E', 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �i I certify that in the performance of the work for which this permit is issued, I shall / not employ any rson in any ma so as to become subject to workers' com nsation of Calif is a ee that if I should become subject to the w s' c p sation rov' ns o section 3700 of the Labor Code, I shall rth I with Be ovis —X)4 X ` Date r,7 ®t Sign of Applicant - wne ❑ Contractor ❑ A nt An O A permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories In height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling' Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 366.00 HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby Issued under of the Butte County Code and/or indicat above for wh' h fees have ByDate PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. ? --_ IDate) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINGS DIVISION 7 County Center Drive • Oroville, California 95985 • Telephone (530) 538.7541��� /�� RMIT N, (Rev. 12/96) APPLICATION AND PERMIT "ansoAPAIICLNUMM _ 1.7 ✓O WW07�_ 5 BUILDINOPERMIT OWNER Twir"oNa 3 5 -dao 4 SO. FT. OCC. BUILDING VALUATION OWMMI WASOM Aooness`c o cowpAcrows Kom LA-- N CONrRACTORI MAIM AD01ln 00NOTFAX" Human EFIrolacetion UMMS MRM AoORM = ARCHIMW OR WAMM t cV= No. Filina Fee S 20.00 Permit Fee Z • (!-O = Cr'O ARCHITECT OR ENGINURs MALO O ADOMM Plan Checidn Fee $ OULOMAooRas Energy Plan Checking Foe $ i PERMIT FEE _ (� LOTNa surolnlsarsNlwe ►Al10eL YAP PLUMBING PERMIT Fling Feel 20.00 Each Trap 7.00 USEOFSTRUCTURE SF uper O Moblehome O Other Soler or heat pump water heeler 23.00 water Piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition O Remodel O Utiilties O Inslalatlon /O Other ]� Describe Work: 5 /? ,e _V Q [.JQc / O 1$ 1 J a }P�Ql�vl ; D '" / 41 /1/& ri► Gu piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G IW 620.00 PERMIT FEE _ l� - ELECTRICAL PERMIT Filing Fw 20.00 Main Service as own 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penally of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Proteesions Code, and my license Is In full force and effectPowe4 License Claes Lk:. No. ODECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O I, as owner of the property, or my employees with wages as their sols compensation, will do the work. and the structure Is not Intended or offered for sale. O I, as owner of the property. am exclusively contracting whh licensed contractors to Construct the project O 1 am exempt under Sec. , Business and Protoodons Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the folowkV declarations: O 1 have and will maintain a certificate of consent to "ff4nsure for workers' compensation, an provided for by section 3700 of the Labor Cods, for the performance of the work sir which this permit Is Issued. ❑ 1 have and will maintain workers' compensation Insurance. as required by Section 3700 of the labor Code, forth* performance of work sir which this permR le Issued. My workers' compensation Insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 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 became subject to workers' compensation laws of California, and agree that if 1 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 - O Owner O Contraclor O Agent An OSHA permit Is required for excavations over SO' deep and demolition or construction of structures over 3 stories In height Main Service 200A TO 10°°A 4e.00 OR AOONS. a AocPJDe 3.5Cn ,,o,,.� YUIfl °U►L!T 67.50 APPOWUS Ex. Oocu . ounEr oft FKnwAs IL a ':W WNER-BUILDER WA OR Ex. Oceu �fft MOMANO.) FA 5.00 Temporary Service 23.00 Mobile Homs Faciities 20.00 Mlec. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Coolie Hood 0.50 Ventilation PERMIT FEE 0 Mobile Home Installation Foe $ Energy Inspection Foe = occ coral. n,rs TOTAL FEES i. 6, 0-0 K&L 1 o. MMMO IMP I PL000 I COP I PARCEL Po Ho MW This permit Is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON Palo) provisions to do work paid. RocelptNo. S aZ b WHITE-O.O.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PEId11IIT APPLICATION DATA SHEET OWNER: \f 2 C i wJ ti ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: JZ1-57, ate: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By /All items have been submitted.------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ------------- -------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ❑ 6. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. --------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- 0 10. Fees of $---------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑24. Letter of signature authorization. -------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ----------- =- ❑ 26. Letter of intent on building use. ----------------------------------------------. ❑27. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. --------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: When you issue the permit, process as follows VMail to owner, []Mail to con OTelephone and hold for pickup at Copy of Haz-Mat form sent ❑ Health Department, o Fire Department, ❑ Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Date: By: (Date) 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in 11Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: VAl-,0--Tlonoh..,o.,4.,frlo.,ol,.....,o..♦ce....:,.,... D..:1.7: -..-r:-.:-:-_ OWNER -BUILDER }VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement :YES NO O 2. I HAVE 1� HAVE NOT 13 signed an application for a building permit for the proposed work. .3. I have contracted with the following person. (firm) to.provide the proposed construction: NAME ADDRESS: CITY:. PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the workbut I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK DATE: In NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: N An application for a building permit has been submitted in your name listing yourself as the builder of propeity improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for. the proper permit in his or her name.. Contractors are required by law to be licenssd and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to•subcontract, you should be aware of the following information for your benefit and protection: . ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including -materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be ari employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you .are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obta_ned by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. Ma ger, Building inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER OUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ��'�9� / ASSESSOR PARCEL NUMBER 039-470-008 ZONING A5 BUILDINGPERMIT OWNER VALINE, JOHN F. TELEPHONE 345-7008 SO. FT. OCC. BUILDING VALUATION R 102,168.00 OWNERS MAILING ADDRESS3666COSBY AVENUE, CHICO, CA 959281892 816 C 10 608.00 T�rnT CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'SMAILING ADDRESS ' Total valuation $ 114 276.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 -Filing Permit Fee $ 692.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 449.80 BUILDING ADDRESS 3666 COSBY AVENUE, CHINO, CA Energy Plan Checking Fee $ 23,00 $ PERMIT FEE $ 1.184.80 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF `'X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7-0077.00 Solar or heat pump water heater 23.00 Water piping .15.00 15.00 Eachas water heater or vent 15.00 15.00 TYPE OF WORK New XK Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: S/F 3 BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S11;7 no ELECTRICAL PERMIT Filing Fee 20.00 600OR LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: y7 I, as owner of the property, or my employees with wages as their sole compensation, r will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with. licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A To I000A 46.00 NEW CONST. DWELLING OCCUP. S0 OR ADDNS. ( a ACC. Bens. 3.5¢FT; 6699. ..N -R SIIDT ANCl CI CUI @7.50 6 SINGLE OUTLET A.R APPARATUS 20 @ I.00 Ex. Occup.OUTLET OR FIXTURES BAL @ .50 Ex. Occup. ouTLEErs RE.SIOOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 / Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 ;6 50 Ventilation 4.50 18.00 PERMIT FEE t `' f84, 50 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.) T I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation la of California, and agree that if I should become subject to the wor co sation pr isi section 3700 of the Labor Code, I shall f h I y wit tho ovi ' ns. X _ Date Si of Applican - wner ❑Contractor ❑ Agent n OSHA permit is required for excavations over SO" deep and demolition or construction of structures over 3 stories in height. r Mobile Home Installation Fee $ % Energy Inspection Fee $ rl 46.00 occ R CONS . TVPE 'W TOTAL FEE $ %1, 581. 52 H� D IM FLO CD PAR H G 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. BDates/��"� PERMIT EXPIRES ON Receipt No. 7z •g 12.23- 1 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT •"y1 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Attached ched Sent to B.D. / Owner Locat.0 AP# Plan Approved for: Sewage Disposal I/ Water Supply: Public Private Welles-- Clearance for _Z;�0dwelling. Other Hold final for: Final clearance O.K. for: NOTE: sz� r,,:A_&D)o l� Environmental H414 pecia ist Date 8/96 Tr.�}� _ .� ..,�-nr e� rv;}4}rx.0•• _ r �..'ilk`;;,C-y,_!E�'�i��;.11tt"m�•iW`1rV'T•i ]''aTrN:'ITxTW+n'.�s.f''to. .z.... .. ;.COTINTy OF BUTTE DEPAXNT OF.,DE, TLOPMENT SERVICES -BUILDING DIVISION <;,.• 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET r OWNER: Val (• e ASSESSOR PARCEL ER: a1" `4 Proposed Building Use: -!5/ 3 PMrbalWding Inspector: Date: S f •G� 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 -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- • ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- `a , ; 08. Hazardous Material Form. ------------------------------------------------------------------------------------------ `09.Jvlanufactured Home data and installation instructions including Tie Down Specifications.------------------ rFeesof$ ------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 113. Flood elevation certificate. --------f- -�-A �-•-,,.-.--�------------------------------------------------------------------ �14. Sanitation and plot plan approval ter l 1 wHealth Department. ------------------------------------------- �\ ❑ 15. City of Chico plumbing permit. ------------------------ ----------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. -------------------- - ------------------------ ❑ 17. Planning approval for (A) Use: ~ (B) Parking: --------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- 022 Workers' Compensation carrier and policy number. ----------------------------------------- ------------------ Workers' Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ Letter of signature authorization. --- 5. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ------------------------------------------------ ------------------------------------ ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. other: ------- When you issue thennit, process as follows ❑ Mail to owner, �� ^ail to contractor. uTelephone $ and hold for pickup at d 1(L o ❑ el' er Vinsp( (Date) Apph*t: T/ Date: ! Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department ❑ Air oll`u ion Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department,.❑ Othe : Date: By: 1. Index permit application for the above items numbered: © Plan Check List 2. Additional items required: Contractor, designer, 4 vas advised of the above required data by ❑ p ne, Otuiail, ❑ Building Division counter, by A4-) Date: 6 f Contractor, designer, owner, was advised of the above required data by "hone, ❑ mail, ❑ Building Division counter, by Date: �3't'O Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner as ad ' ed of the above aired ❑llp e ❑ mail, ❑ B ildin ion a anter, by Date: Plans reviewed by: Dater' h'Y=approved by: Date: Sets of plans on h in ❑ Plan Cabinet, ❑ A. P. foIdeer'�='giNote transfer by: Date: Yellow Copy - Department of Development Services, Building Division. .*ei• yt•�i1:-��r:.3�tt�if+�CC7++'Ty;ti�.�'�•A�'V7!"Xnt';�i'f�`�Ia9'�"`v�WT`�+`�„*nor;°F3:'PVwy�;Fi:�C'h'!'�'A�isr�N�+"4�S"i::lean:4�i��w3'Y'�`�t�'r��ti'�tF'nkll.c•'�t'-r'hrir'ti.'}:r,N.•� s...�rtr�:;v.m:rrf COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES. - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER �, CIV .� A.P.'I34q — �1 �I 'V� PROPOSED BUILDING USE DATE ,/ REC # DATE' REC V/00' 1. BUILDING PERMIT FEES -- BalAnce Due ................ $. /o5/' 72 ?3-7m [�fZCo%Q�8 -- Additional Fees Due ........ $ -- Additional Fees Due ......... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES /. (paid at District Office) 1/ 3. SHERIFF FEES (paid at fwlding Division) Residential ........ x $360.00 = $/� Q , 01D Units Commercial (sq.ft.)... x . $0.03 = $ Sq.Ft. 4. URBAN, AREA FEES (paid at Building Division) Residential (per unit) .. x = $ Commercial (sq.ft.) .. v V x =$ 5. RECREATION DISTRICT FEES (paid at District Office) _ 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) _ 7. SRA FIRE INSPECTION AND. PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 2511s, b JW tqg 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. �T, ese fee�,Oy be changed d3pWthe plan checking process. APPLICANT DATE 9- 13. - Original -Owner //opy-Building Div. (Rev. 12/96) Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES J NO[ ]. 2. I HAVE[ j HAVE NOT[ ] sign an application for a building permit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work. NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAIM ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY SOCIAL SE NUMBER: - DATE: <— (-:3 ` cF NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. flay 190i i 2.26 J. BUTTE COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREARECREATIONAND'PAARK DISTRICT Assessor Parcel Number ('s) ' J� �' `A OR Property Owner Joh h Ul.,_L U_J Project Location/Address ..,3 (V (0 W Subdivision Lot Number(s) Residential Development: (check one) `,/New Development _Alteration/Addition. Mobilehome(s) sly 3i��� Total Number of Dwelling Units Comment: C I ve, rvL Building Department Representative Date Chico,Area Recreation and Park District(CARD) certifies that %J y 'IV r 1//-1V%r (Applicant Name) 3 �6 Cos g. (Street Address) (CO ity) CA - (State) c4"f-70b S Phone Number) 9 5,(? Z, (Zip Code _Non -Residential to Residential Lias complied w�itth'the 'requirements of Butee Co.''kesolution -No. 90-A0 "by ^ > payment for--6-_-::dwelling units @ $1,189 for total payment of $ CARD. epresentativ_g' ' Date J �+ 3 PAID BY CHECK / QS D P ✓� ��� (_pT N0. REMARKS: c � tc iDv► ri °9 � T / b 3a - BANK N0. % PAID BY CASH RECEIPT N0. Distribution: White -'-Applicant Pink --:",CARD:- park.fee (form revised Yellow --Butte C.o. Building Dept. Goldenrod --City of Chico Building Dept. BUTTE COUNTY SCJTOOLS^IMPA�CT�FFPE-i,CERTIFICATION FORM _ (One form per Building) School District �� '/�^ . ^ `� Building Department No. A.P. NumberJurisdiction: f7 City EZ� County ! i._ Property Owner Property Location/Address Subdivision Lot No. U— Residential Development Sq. Footage 4l'Z No of Living Mobile Home Addition (Group R) Units Installation /d'`lZ (N, Commercial/Industrial •� /�f gd iE. /0-419"A) 4/Z Manu 0.419 vA) New Addition lrioor runs reviewea oy scnooi uistnct rersonneu Sq. Footage (Including Exterior Roofed Areas) -/z 6/q.e T Date .District Identification No. 1 V J School District certifies that (Applicant) (StreetAddress)(Phone Number) /V �. I vim` 6KA ?. (City) (State) (Zip Code) has complied with the requirements of Resolution No. � � � � . by payment of $ representing ?/ square feet. B 2926 $ ULL MITIGATION $ Schoo istrict Aefiresentative Date Notice: You may protest the imposition of the fees Identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in, any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact. Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (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.xls 12/97)dmm t 1 s M W- IJNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541/y�l O�PRMIT NO. (Rev. 12/96) APPLICATION AND PERMIT `9?l 7 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER .� o h n ak � \ (2 TELEPHONE � L4 S--7 WS Sp, �, OCC. BUILDING VALUATION Z OWNER'S MAILING KESS Cz ../ j /� � - C.-� 02 K;.-�J 1. �.! � a � (')(� (, /(/�' �/� /� per= 1l^/ {� u (/fJ-rC i CONTRACTOR'S NAME TELEPHONE �p J�^ CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 1 150(0 ► 00 LENDER'S MAIUNG ADDRESS Total Valuation $ H, 2 '769 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.•00 Permit Fee $ q .1 100 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 0 BUILDING ADDRESS ^ co W `V l/J�l, Energy Plan Checking Fee $ Z.3, �0 db-& � r J c PERMIT FEE S LOT NO. S UBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 `].to Solar or heat pump water heater 23.00 Water piping 15.00 15, tV Each as water heater or vent 15.00 15 -OD TYPE OF WORK New )� Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ �Other0 Describe Work:r r✓ P—J a CJ/J %��_ Gas piping system 1 - 5 outlets 15.00 , QO Building sewer 15.00 ISjCD Mobile Home I S I G W 920.00 PERMIT FEE $ F5-7, o ELECTRICAL PERMIT Fling Feel 20.00 OOOv OR LE:: Main Service 200A OR lFss 23.00 3, 0 CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 200ALICENSED 46.00 NEW CONST. DWEWNG OCCUCUP. WEE OR ADDNS. ( a ACC. BLns. SO 3.5¢x; CONST.MULTI.OUTLET 17.50 POWER APPARATUS 6 SINGLE OuntT CIR. TLET EX. Occup. OUOR FixTUREs 21 BALL 0 I.S0 OR Ex. Occup. ouTLEEDrsA AE�S16.) F. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t o ZZ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating i� Cooling 26100 Hood 6.50 Ventilation ,`jQ PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ ►� occ CONST. TYPE TOT,4L FEE $ HAZ. D. FEES I P FLOOD CDF _ PARC PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ Da to ReceiptNo.Z ^_3`D RO I WHITED D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT PRCT PROCESSING ORD APPLICANT: JO h ✓t Id.l n i OWNER: .. PERNM #: A. P. WORK DESCRIPTION: DATE DESCRIPTION' OF STEP �"• � q � � g I'la�•` 1 ewe-✓ Se.Y.� - to tam s • ��-�v c� Cuy May 19, 1998 John Valine 3666 Cosby Avenue Chico, CA 95928 Re: Application and Permit Fee With reference to the above subject, [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans ( ] Other Sate ount LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 AP# 039=470-008 Permit # 98-0974 ac d is: \l Action Required: [X] Comply with Pla Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Or final Materials and Revised Plans to the Building Department ( ] Other Should you have an questions, please contact this office at the address or phone number listed above. Sincerely, Martha Whitney • Permit Applicant: John F. Valine Assessor Parcel Number: 039-470-008 • Permit Number: 98-0974 Date: 5-19-98 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is your school fees form. Pay fees at school district office and return yellow copy to Building Department. 2. Plot plan to show existing mobile home and barn. Provide a letter of intent regarding what you are doing with mobile after home is built. 3. Plan is in line up for structural review. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Friday: Martha Whitney RESID IAL PLAN CHEcKrmG GUIDE j SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: JDk n UGt t n le, BUILDINGPERM[TNUMBER:7�- PLAN CHECKER: d39 - 410 - OEe A.P.NUMBER: V`I GENERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. ,0?! Plans signed by designer. Proper description of work on application. Existing violations on property. w+�`) Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. ,200' Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. , Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Section 1203). 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). 7. G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). le Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. /9'- Location of water heaters, heating and cooling equipment, other electrical or gas equipment. ,1.6' Garage firewall, door size and closer (Section 302.4). X. Minimum of one 3'0" exterior door (Section 1004.6). ,1-2' Fireplace and wood stove location, alcoves and clearance. 13. Smoke detectors (Section 310.9.1). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. ,6! Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. XZ-- Stud heights. 13. Adobe soils - special foundation design. J4' Retaining walls requiring design. ,1,< Special Inspection requirements. 16. Header size. June 1997 3.2 NUSCELLANEOUS ITEMS TO LO UT FOR: Stairway details: landings, riM&d run, head clearance, handrails (Section 1008! ee Guardrail details (Section 509). Brick or stone veneer (Section 1403). st! Exterior plaster - weep screeds (Section 2506). i Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). OF'." Foam insulation - protection. .8' 36" halls and stairways. " e< Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts..- 1,K Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). L2"" Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. )1! Noise requirements on duplexes. ` ,W Energy design. ,16'� Flashing at all exterior openings. X/ C.D.F. responsible area requirements. ,1.8' Automatic Fire Sprinkler Systems (Section 310.10) For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Valine House Date........ 04/23/98 Project Address 3666 C b 'A- ........ ******* os y enue Chico *v4 . 50*%ff -Oq % Documentation Author... Marty Runnells ******* B i n Pe mit Energy Calculation Services Y-15.7 1907 Mangrove Avenue, Suite D P an Check / Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........:.. 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -98068S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1892 SF Residence Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 1892 sf Single Family Detached New Front Facing 180 deg (S) 1 1 Raised Floor 28.9 % of floor area 0.53 Btu/hr-sf-F BUILDING SHELL INSULATION Frame Cavity Sheathing Insul Assembly Type R -value R -value R -value U -value Location/Comments Wall n/a R-13 R-n/a R-13 0.088 FRONT, KNEE WALL FRONT -LEFT, LEFT BACK, BACK -LEFT BACK -RIGHT, RIGHT SlabEdge n/a R-0 R-n/a R-0 0.720 TO EXTERIOR Floor n/a R-19 R-n/a R-19 0.037 RAISED FOUND. Roof n/a R-38 R-n/a R-38 0.025 TO ATTIC, VAULTED FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (S) 40.0 0.520 2 Drapes.Std None None VinylDiv Window Front (S) 6.3 0.510 2 Drapes.Std None None VinylDiv Window Front (S) 76.0 0.520 2 Drapes.Std None Yes Vinyl Door Front (S) 38.8 0.550 2 Drapes.Std None Yes Glz<50% Window Front (S) 16.0 0.510 2 Drapes.Std None Yes Vinyl Window Front (SW) 7.5 0.520 2 '2 Drapes.Std None Yes Vinyl. Window Left (W) 15.0 0.520 Drapes.Std None Yes Vinyl Window Left (W) 20.0 0.510 2 Drapes.Std None Yes Vinyl Window Back (N) 42.0 0.52'0 2 Drapes.Std None Yes Vinyl Door Back (N) 41.0 0.550 2 Drapes.Std None Yes Wood Window Left (NW) 31.5 0.520 2 Drapes.Std None Yes Vinyl Window Window Back Back (N) (NE) 24.0 0.510 2 Drapes.Std p No .� e ^Vin 1 JTTF 0 � 24.0 0.520 2 Drapes.Std Norge e Vinyl Y Door Window Back Back (N) (N) 18.3 25.0 0.550 0.520 2 2 Drapes.Std Drapes.Std None. 1 r,.� �'� .es .r z<50 None •"None'rnyl PD CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Valine House Date........ 04/23/98 MICROPAS4 v4.50 File -98068S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1892 SF Residence Orientation Window Right (E) Window Right (E) Skylight Back (N) Type SlabOnGrade InteriorHorz InteriorVert Area U- (sf) Value 41.0 0.550 65.0 0.520 16.0 0.800 Equipment Type Gas ACSplit Exposed No Yes Yes FENESTRATION # of Interior Pan- Shading/ es Description 2 Drapes.Std 2 Drapes.Std 2 None THERMAL MASS Minimum Efficiency — Over - Exterior hang/ Framing Shading Fins Type None Yes Vinyl None Yes Vinyl None None Metal Area Thickness (sf) (in) Location/Comments 481 4.0 234 1.0 120 1.0 HVAC SYSTEMS Duct Location 0.800 AFUE Attic 13.00 SEER Attic WATER HEATING SYSTEMS LIVING / MASTER BEDROOM COUNTERTOPS/ENTRY/SHOWER SHOWER/TUB ENCLOSURES Duct R -value R-4.2 R-4.2 Thermostat Type Setback Setback Number Tank External Tank Type Heater Type Distribution Type in Energy Size Insulation System Factor (gal) R -value Storage Gas Recirc/Timer 1 .60 EF 50 R-12 SPECIAL FEATURES/REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Valine House Date........ 04/23/98. MICROPAS4 v4.50 File -98068S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1892 SF Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and -performance specifications needed to comply with Title -24,, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 1907 Mangrove Ave. Ste E Chico, CA 95926 Phone..., (530) 894-5719 License. Z�z Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite D Chico, CA 95926 Phone... 916-894-8466 BUTYR COIZ4TV� F"y a�qq pix � P� � s MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Valine House Date........ 04/23/98 Project Address 3666 Cosb A ******* •••..••. y venue Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 190'7 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Fie Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 . File -980685 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1892 SF Residence Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- *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. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. WA 118: Insulation specified or installed meets CEC quality _ standards. Indicate type and form. L� 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(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. N A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. -Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control Looll 2. No continuous burning gas.pilots allowed. EUTTE GOWN MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page'2 MF -1R Project Title.......... The Valine House Date........ 04/23/9A MICROPAS4 v4.50 File -980685 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1892 SF Residence 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(1): Setback thermostat on all applicable heating'systems. —7- 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. .� *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78o 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. A 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.). y LIGHTING MEASURES Design- Enforce - 150(k): 40 lumens/watt or greater for general lighting in er ment kitchens and rooms with water closets; and recessed ceiling �. fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Valine House Date........ 04/23/98 Project Address 3666 Cosb Aveue n ******* X Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Fie C ec Date Climate Zone........:.. Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -98068S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1892 SF Residence Zone Type HOUSE Residence Energy Use (kBtu/sf -yr) MICROPAS4 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 17.57 19.36 -1.79 Space Cooling.......... 16.86 14.35 2.51 Water Heating.......... 12.25 12.89 -0.64 Total 46.68 46.60 0.08 *** 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..... 1892 sf Single Family Detached New Front Facing 180 deg (S) 1 1 ReducedYear Raised Floor 1 20089 cf 1892 sf 1892 sf 481 sf 28.9 % of floor area 0.53 Btu/hr-sf-F 10.6 ft BUILDING ZONE INFORMATION Floor Area Volume (sf) (cf) # of Vent Special Dwell Cond- Thermostat Height Vent Area Units itioned Type (ft) (sf) ,' 1892 20089 1.00 Yes Setback COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Valine House Date........ 04/23/98 MICROPAS4 v4.50 File -98068S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1892 SF Residence OPAQUE SURFACES HOUSE 12 S1abEdge Surface HOUSE 1 Window 2 Window 3 Window 4 Door 5 Window 6 Window 7 Door 8 Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Door 18 Window 19 Window 20 Window 59 0.720 R-0 No TO EXTERIOR Area- U- Insul Act Solar Form 3 - Location/ Surface (sf) value R-val Azm Tilt SC Gains Reference Comments HOUSE Open U- Act Glass Int Shading/ (sf) 1 Wall 475 0.088 13 180 90 Yes None FRONT 2 Wall 158 0.088 13 180 90 Yes None KNEE WALL 3 Wall 11 0.088 13 225 90 Yes None FRONT -LEFT 4 Wall 631 0.088 13 270 90 Yes None LEFT 5 Wall 81 0.088 13 270 90 Yes None KNEE WALL 6 Wall 389 0.088 13 0 90 Yes None BACK 7 Wall 9 0.088 13 315 90 Yes None BACK -LEFT 8 Wall 17 0.088 13 45 90 Yes None BACK -RIGHT 9 Wall 202 0.088 13 0 90 Yes None KNEE WALL 10 Wall 581 0.088 13 90 90 Yes None RIGHT 11 Wall 81 0.088 13 90 90 Yes None KNEE WALL 13 Floor 1411 0.037 19 n/a 0 No None RAISED FOUND. - 14 Roof 755 0.025 38 n/a 0 Yes None TO ATTIC 15 Roof 1217 0.025 38 180 23 Yes None VAULTED 2 Vinyl Slider 0.520 PERIMETER LOSSES 0.:88 0.78 Drapes.Std 20.0 2 Length F2 Insul 270 Solar 0.88 0.78 Drapes.Std Surface 2 (ft) Factor R-val 0.520 Gains Location/Comments HOUSE 12 S1abEdge Surface HOUSE 1 Window 2 Window 3 Window 4 Door 5 Window 6 Window 7 Door 8 Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Window 17 Door 18 Window 19 Window 20 Window 59 0.720 R-0 No TO EXTERIOR 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 16.0 2 VinylDiv Slider 0.520 180 90 0.88 0.78 Drapes.Std 6.3 2 VinylDiv Fixed 0.510180 90 0.88 0.78 Drapes.Std 8.0 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std 18.3 2 Glz<50o Hinged 0.550 180 90 0.88 0.78 Drapes.Std 30.0 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std 8.0 2 Vinyl Fixed 0.510 180 90 '0.88 0.78 Drapes.Std 20.5 2 Glz<500i Hinged 0.550 180 90 0.88 0.78 Drapes.Std 8.0 2 Vinyl Fixed 0.510 180 90 0.88 0.78 Drapes.Std 30.0 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std 8.0 2 Vinyl Slider 0.520 180 90 0.88 0.78 Drapes.Std 7.5 2 Vinyl Slider 0.520 225 90 0.-88 0.78 Drapes.Std 12.0 2 VinylDiv Slider 0.520 180 90 0.88 0.78 Drapes.Std 12.0 2 VinylDiv Slider 0.520 180 90 0.88 0.78 Drapes.Std 15.0 2 Vinyl Slider 0.520 270 <90 0.:88 0.78 Drapes.Std 20.0 2 Vinyl Fixed 0.510 270 '90 0.88 0.78 Drapes.Std 30.0 2 Vinyl Slider 0.520 0 90 0.88 0.78 Drapes.Std 41.0 2 Wood Hinged 0.550 0 90 0.88 0.`78,`;DrapesStd 24.0 2 Vinyl Slider 0.520 315 90 0.88 0.78 Drapes. -Std 24.0 2 Vinyl Fixed 0.510 0 90 0.8-8,,& 78,.;,Drapes,-. S.td.-r., n 24.0 2 Vinyl Slider 0.520 45 90 0.88'-�0-:78*`'Dr �t- apes" St'd`'e1'"` • .h -�14" `1� rpte` yZ COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Valine House Date........ 04/23/9A MICROPAS4 v4.50 File -98068S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1892 SF Residence FENESTRATION SURFACES Ftp 1, ✓��--''^^ � � 4\ #-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 21 Door 18.3 2 Glz<50% Hinged 0.550 0 90 0.88 0.78 Drapes.Std 22 Window 12.0 2 Vinyl Slider 0.520 0 90 0.88 0.78 Drapes.Std 23 Window 7.5 2 Vinyl Slider 0.520 315 90 0.88 0.78 Drapes.Std 24 Window 12.5 2 Vinyl Slider 0.520 0 90 0.88 0.78 Drapes.Std 25 Window 12.5 2 Vinyl Slider 0.520 0 90 0.88 0.78 Drapes.Std 26 Window 41.0 2 Vinyl Slider 0.550 90 90 0.88 0.78 Drapes.Std 27 Window 5.0 2 Vinyl Slider 0.520 90 90 0.88 0.78 Drapes.Std 28 Window 10.0 '2 Vinyl Slider 0.520 90 90 0.88 0.78 Drapes.Std 29 Window 20.0 2 Vinyl Slider 0.520 90 90 0.88 0.78 Drapes.Std 30 Window 15.0 2 Vinyl Slider 0.520 90 90 0.88 0.78 Drapes.Std 31 Window 15.0 2 Vinyl Slider 0.520 90 90 0.88 0.78 Drapes.Std 32 Skylight 16.0 2 Metal Fixed 0.800 0 23 0.88 1.00 None OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 3 Window 8.0 4 n/a 2 -.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 18.3 6.83 2.67 34 1 2 3 2 26 1 n/a n/a n/a 5 Window 30.0 6 n/a 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 8.0 6 n/a 10 1 n/a n/a n/a n/a n/a n/a n/a n/a- 7 Door 20.5 6.83 n/a 10 1 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 8.0 6 n/a 10 1 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 30.0 6 n/a 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 8.0 4 2 24 .5 5 .5 n/a n/a n/a .5 16.5 11 Window 7.5 5 n/a 4 .5 n/a n/a n/a n/a n/a n/a n/a .5 n/al 14 Window 15.0 6 n/a 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 20.0 5 n/a 6.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 30.0 5 n/a 8 .5 n/a n/a n/a -n/a n/a n/a n/a n/a 17 Door 41.0 6.83 n/a 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 24.0 6 n/a 4.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 24.0 6 n/a 4.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a'. 20 Window 24.0 6 n/a 4.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a 21 Door 18.3 6.83 n/a 8 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 12.0 4 3 16 .5 2 2.5 2 16 .5 n/a n/a n/a 23 Window 7.5 5 n/a 4 .5 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 41.0 6.83 n/a 2 1 n/a n/a n/a -n/a n/a n/a n/a n/a 27 Window 5.0 2.5 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 10.0 4 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 20.0 4 n/a 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 15.0 6 n/a 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a 31 Window 15.0 6 n/a 8 .5 n/a n/a n/a n/a n/a n/a n/a n/a Ftp 1, ✓��--''^^ � � 4\ COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Valine House Date........ 04/23/98 MICROPAS4 v4.50. File -98068S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1892 SF Residence Mass Type HOUSE 1 SlabOnGrade 2 InteriorHorz 3 InteriorVert THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value 481 234 120 System Type HOUSE Gas ACSplit Tank Type 1 Storage 4.0 28.0 0.98 R-2.0 1.0 24.0 0.67 R-0.0 1.0 24.0 0.67 R-0.0 HVAC SYSTEMS Minimum Duct Efficiency Location 0.800 AFUE Attic 13.00 SEER Attic WATER HEATING SYSTEMS Location/Comments LIVING / MASTER BEDROOM COUNTERTOPS/ENTRY/SHOWER SHOWER/TUB ENCLOSURES Duct Duct R -value Efficiency R-4.2 0.830 R-4.2 0.810 Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas Recirc/Timer 1 .60 50 SPECIAL FEATURES/REMARKS External Insulation R -value R-12 BUTCOUNTY HVAC SIZING Page 1 HVAC Project Title.......... The Valine House Date........ 04/23/98 Project Address 3666 Cosh Avenue ******* Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Pian Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........:.. 11 — Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -98068S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1892 SF Residence GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location... ....... Latitude.................. Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1892 sf 20089 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 180 deg (S) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 16156 7357 Glazing Conduction ............... 12583 7023 Glazing Solar .................... n/a 9546 Infiltration ..................... 12703 4174 Internal Gain .................... n/a 2100 Ducts ............................ 4144 3020 Sensible Load .................... 45587 33220 Latent Load ...................... n/a 6644 Minimum Total Load 45587 39865 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc.., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. U' 1 F c "y ��,'.�,� � ori -. •`f'3. ��1�r,� �+ s3�. l 's s GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 Structural Calculations For: A18? tS �r No. C 21283 REN. D / � J 4;7�- VAL1,46 . LOAD SUMMARY *Use normal force method *Exposure B *.Basic wind speed: 75, mph ,. P = Ce Cq qs I Walls P - .62 * 1.. 3 * '14'.5 * 1 .0 = .0117 ksf < 15 ft. P-= :67 * 1.3 * 14.5 * 1,.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14:5 * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. Roofs 2:12 to less than 9:12 P = .62 * 1.0 * 14.5 * 1.0 =-009 ksf . < 15 ft,. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf @ 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf @ 25 ft.. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf @ 30 ft. Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5 *.1.0 = .010 ksf < 15 ft. P = .67 * 1.1 * 14.5 * 1.0 = .011 ksf @ 20 ft. P = .72 * 1 . 1• * 14.5 * .1 .0 = .012-ksf @ 25 ft.. P = .76 * 1.1 * 14.5 * 1.0 = .012 ksf @ 30 ft. �Olt,e✓ r ,. �� Oil ie 1 ?•' r f t t ' At 00, 7-71 CAla • ell dov t. yl t • n. � � s � co s �-4.� z AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 28 -May -1998 -1998-0022047 Has not been compared rith original `> Butte COUNTY RECORDER ;r AGRICULTURAL STATEMENT OF ACKNOWLEDGAEENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. , All that real property situate in the County of Butte, State of California, described as follows: A portion of Lots 4 and 5 as shown on that certain map entitled "OFFICIAL MAP OF THE. CAMPERS -. TRACT, near Chico, Butte County, California" which map was.recorded in the office of the Recorder of the County of Butte, State of California, May 19, 1890 in Book 1 of Maps, at page 28 and more particularly described as follows: Beginning at a point on the Northerly line of said Lot 4, from which the Northwest corner thereof bears South 71" 45' West, a distance of 78`.75 feet; thence along the Northerly line of said Lots 4 and 5, North 710 45' East,.392.00 feet; thence leaving said Northerly line, South 30 421- 04" East, 544.50 feet:to the'Southerly 'line of said Lot 5 on the Northerly line of Cosby Avenue as shown:on said map; thence along said line; South 710 45' West 269.25 feet to a point a„which bears South 160 42' 40” East from the point of beginning; thence North 16043' 30" West 527.23 feet to the point of beginning and containing 4.00 acres, more or less. State of California ) County of ) On S-24-�;g before me, W J LAMNv'rA(zh TUZLiC.. personay appeared --JOHN F R- A N K V A t -INC p moffi Hy� ta-me-(e>< proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/aft subscribed to the within m instruent and admowledged to me that he/ahe ey'executed the same in his/heNAheir authorized capacity(ies), and that by hMwf4 eir si�(s) on the instrument, the pe-rson(6) or the entity upon behalf of which the persons) acted, executed the WITNESS my hand and official seal. W. J. LAMBERT III Signature �' L,,x l Seal: A.P1 0 S 1.. u' 0. c o `n (COMM. # 1109367 M§e&y NOTARY PUBILC-CALIFORNIA - COUNTY OF BUTTE Comm. Expires Sept. 20, 2000 May 20,1998 To Whom -It May Concern: This Letter of Intent follows 'a request from your office. The property in question is APN 39-47-8 which currently.has a mobile home on it. I estimate that it will take,two to three years for me to complete construction of my new home and'I am finding it hard to predict. the future need and or use ofgthe mobile at this time. I would like to make a dertermination of intent at a time that is.:closer to the completion date. Thank Y, John Valine . l fin'►e. -40 d� ,� it BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT Agricultural building is defined as follows: Agricultural building is a structure designed and const cted to house farm implements, hay, grain; poultry, livestock, or other horticultural products. This structure shall n be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. /1 ASSESSOR PARCEL NO. ZONING 039-47-0-008 A-5 OWNER JOHN F AND NANCY J VALINE P , ir� NO "ZC9c� 0 OWNER'S ADDRESS 127 MEYERS, CHICO CA 95928 LOCATION OF BUILDINGS., COSBY USE OF BUILDING SIZE OF STRUCTURE ' a foo X -� �' = SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME � STEEL CONCRETE OTHER (Specify) TYP9= nF SIDING G Gci4Col'Yl RyF COVERING -)E-[LOQR TYPE ESTIMAT66 COST CONSTRUCTION $ ` AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: f - - r �� 2-0 2 FRONT � � SIDES REAR w AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to c p y 'th:the req 'fe is in effect at that time and before occupancy. Date,a �—,a co /� fignature of Owne Permit Fee - S60.00 Receipt No. 0a41 ec-)-`K The above descry AG Building is exempt from a building oermit F1 -90D I PARC P.D ROOF G I ISSUF! Manager Building Division By t7 ��fVDate White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant I 58W -25 - ,PERMIT NO. 5841-75B P E 7 M ,jMH-UTIL. �;PERMIT NO. PERMIT EXPIRES ;bWNER John Valine ,CONTR. Northstate Aluminum, Chico ,..� .00ATIONJA.P. 39-17-33 �-NIS Cosby Ave., 1700' off Lone Pine,chico Al� �rl Temp. Power Pole Called PG&E Temp. Elec. Serv. Cal ed PG&E rn .Gas Serv. Tem Called PG&E JOB '4 -25 F INALED (D (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKSt BUILDING INSPECTION RECORD BUILDING BU DING"(Cont'd) PLUMBIN Setback (3 Firewall - Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish Z2nd Floor Footings Windows 3rd Floor Stemwall Sidinci To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPI,.ACE Final Footings —% Footing ELECTRI AL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRIlkKLERS Motors Framin t/ ' �' Test Water Htr. Stucco Final Subpanels Mesh MECHANI bAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEP RTB,�INT OF PUBLIC WORKS 7 County Center Drive z, 'Trji ,l le,, California 95965 ,7 Telephone: 534-4541 X / // ' APPLICATION AND PERMIT • �--- authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Dated r Signature of Permitee or gent ' Receipt No. 1:3�T�� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date %/'" Z! — Z i Iding permit expires Date ,//27.1 76 BUILDIN Owner �`, SQ. FT. OCC. BUILDING VALUATION Mailing Address Ant -Telephone G. No. Fireplace Contractor��j� - Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee d Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3:00 � Each Trap 1.50 vowWater Repair drainage or vent piping 1.50 piping 1.50 Each gas water heater or vent 1.50 A. P. No. Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F s Sa i o Fire Dept. Fire Zone Use Permit Building sewer 5:00 EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W prove Im ents Lawn sprinkler system 2.00 Bldg Ions Rec' Parcel A royal Plans pproval Permit Fee $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE' PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 d 'oe Water Heater or Space Heater 1.00 Light fixtures bOp2 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions 'Code under the name . t style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap'. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 'Temp. Power Pole 5.00 /� License No. �� �� �" Classification—// Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION,INSURANCE t am aware of the provisions of Section3700 of the•California Labor Code which requires every employer to be insured against liability for Wor en's Compensation. I have have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for'which this permit .is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE' PERMIT FILING FEE $3.00 Heating - - Cooling Ventilation Hood 2.00 Permit Fee $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE G authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Dated r Signature of Permitee or gent ' Receipt No. 1:3�T�� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date %/'" Z! — Z i Iding permit expires Date ,//27.1 76 9i aby S�61 '. ��