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HomeMy WebLinkAbout042-130-01611 1 k. - - - - - - - - - - - - - - - - Z: �-r -3 �--i CHRISTINE VALCAREN�� C. e r2,816 Oak Way, Chic ContR: pfil quyres- - PErmit#15l0 9B,P,E,M(ad 1 jv� ?f S 42-:1.371" ContR: -vm--Squyres Permit# 1 796-89B, P, 9, M(hew-sing-le-f am: 4 V'A t# V71----42-13�16 Permi D894-89B(demolish/SF) 42-13-1J�� ContR: John Linhart PErmit#204.5-89B(transfer contr of 1796-89) ----- - 42-13-16 ContR: John Li�hart - CPermit#3220-89B,E(add second floor/ga r ) 42-13-16 128- 0 VALLCARRENGI, Gerard,- CONTR: Lifescapes, 2816 Oak Way, Chico 7-7 (LAWN SPRINKLERS T-INKLERS) ;:P: 13 Per'm'it#504 90B -16 imi ftg pool house) ... oojE -- �001 :ho:use:)l Esq ft97 v /-,23-qj 42-13-16 0 Permit#527-9M,P,E(awimming6 go 1 / ool/5s s 9-57-- 9/ 42713-16 Permit#2035-90P (lawn sprin, kle rs/ A Io Permit#3212-90B Gj (1st renewal/2120-89) 9 Permit#21 42-13-16 ('new sf) iLLO--� AGRICULTURAL AFFIDAVIT EMPLOYEE Employee Al Wolken Phone 894-2126 Employee's Address (Present) 1621 N. Cherry Chico, Ca 95926 Name of Owner Christine.Valcarenghi Owner's Address 12 GraceiA_Court, Chico, Ca 95926 Owner's Assessor's Parcel No. 042-013-016 Building/Environmental Health Permit Description and Number Date Issued By Planning Department Approval: Date 6-23-L'-- Zone AS Dwelling on AP# By �,- Ii—1 Wal -ken do declare, subject to the penalty of perjury, that I am the employee of Christine Valcarenghi address (present) 12 Graceland Court on AP# 042-013-016 and thatI will be employed under Section 24-21.2 b&c for at least a to g thirty-two (32) hours per week for at least sixteen (16) weeks per year on AP# 042-013-016 Signed Dated 7/25/89 il AGRICULTURAL AFFIDAVIT EMPLOYER Employer- Christine Valcarenghi Phone 894-2446 Employer's Address (Present) 12 Graceland Court Chico, Ca 95926 Name of Owner Christine Valcarenghi Owner's Address same as above Owner's Assessor's Parcel No. 042-013-016 Building/Environmental Health Permit Description and Number Date Issued By. Planning Department Approval: Date 6-2.3—'BI Zone _Dwelling on AP# By L • �A �,U� J I� Christine Valcarenghi , Flo declare, subject to the penalty of perjury, that I am the employer of Al Wolken address (present). on AP# and that I will be employer under Section 24-21.2 b&c for at least a to g thirty-two (32) hours per week for at least sixteen (16) weeks per year on AP# 042-013=016 Sign Date, A 19 Customer Jo;W Ld,W07— Address r ONGF OW AP. M LUMBER. dity •Truss Design f and Floor System's 0 89 Loren Ave. Chico, Ca 95928 916-893-0112 FAX 916-893-0140 .:) / • -rlxr q17 .:) / • -rlxr ieial o --32?30 JOB: 1,9188 I TOP' CHORD 2X6 FIR -LARCH *2 BOT CHORD. 2X4 FIR -LARCH *1 WEBS 2X4 FIR -LARCH STANDARD THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 0.92. [Note: 2X4 43•4m -fir or better continuous lateral bottom chord biacing @ 6-0-0 maximum O.C. required. Attach withi2-16d nails. Bracing is not required if a rigid ceiling is attached directly to bottom chord. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. Conventional framing is not the responsibility of the truss designer, .plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. 6X6 S.OD/ 3X6 TC X -LOC L -Re 0.29 6.78 12.00 17.22 23..71 n DESIGN CRIT UBC A REFR427-7-474 TC_LL .16..0.PSF EC_DL15. 0 PSF BC DL 5.0 PSF TOT.LD. 36.0 PSF BC X -LOC L -Re 0.29 7.23 12.00 16.77 23..,7-1 U) ORVG CRMR427 66294021 Mc,/ C(_�FASTENCOMPLETE TRUSSES REOU-IRED == TOGETHER WITH T 16D NAILS CO P CH ------------------ 15" O.C. [ID WEBS ------------------ 4" 0-C. STAGGERED Iv BOT CH ------------------ 16" 0.-C. [D � - / O SINGLE CUT WEB #-2 ENDSe1,3,5� r\j HIS #1 HIP__DESIGNED TO SUPPORT-"`71'1'1"_JACKS WITH NO WEBS'( CHORD SHALL BE LATERALLY BRACED WITH PROPERLY -CONNECTED CPC_TOP URL.INS-SPACE D -AT -A -MAXIMUM -OF -24' -O -.C. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. •Use-same-desigli for one -ply common hip trusses @-24"-0:c Extend to chord to hip rafter and support ever yp four 2X4 42 feet. Laterally brace flat top chord ith or 2X4 better Hem -Fir @ 24" O.C. with 2-16d nails and diagonal brace per BWT-76 figure 6(b). Support hip raf- ter with cripple every two trusses (68' 3X6 6X6 5.00 3X6 2.5X4 4X6.1.5X3 2.5X4 � (JC 7-11-2 1 B-1-12 1 7-11-2 . I X29-0-0 OVER 2 SUPPORTS- R-21578 UPPORTSR-21578 W-• 3.50' PLRTE TYPE --REPINE SEON--229885 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR PLPINE E7IG INEERED PRODUCTS, INC. 11'' IRI155E5 RECUIRE EXTREME CARE IMPORTRNT�# 5>31LL IAT BE RESPDN510.E FOR RNP WARNING IN HANDLING, ERECTION AND It SSI 4" OETIRTION FROM THESE SPECIFICATIONS. DP. PN7 DEVIATION FROFROMpRRCIHG.SEE -BUT-79', IBRRCING YDCD TRUSSES 1 O o O [= THIS DESIGN OR ANY FAILURE 10 BUILD THE TRUSS 1N CDNFDRRM&E COMMENTARY AND RECRIIIENDRT[DNS-O7P f). SEE J c O O O o WITH TFE -DUALITY CONTROL R'M/RL' BY IPI. ALPINE CONNECTORS THIS DESIGN FOR RDD[T IOHRL SPECIAL PETEIR- ,_.. O o O [� ARE IIPNIFRCTUiED F110fl 20 GAUGE GALVANIZED STEEL I11LE55 HENT BRACING,-REOU7REI7EN15. U7LESS OTHERWISE ° GM.U9S � o LP I N o OTHERWISE sNDVN, MEETING REouIRErtNrs of RSTn Ag15 GRACE R. SHOWN, TOP CHORD sHRu BE LRTERRHD 6.lOi9D LT BRACED 0-20 C= O APPLT CONNECTORS TD ODiH FACES AT EACH JOINT RIO LOCATE AS WITH PROPERLY RT1RCiED PLYWOOD SHEATHING, CIVIL J== TRUSS O SHOWN. BEARING, WIDTHS ARE 1' IunINFL UNLESS OTHERWISE SHOWN. t10Ti011 DHaao Y17H RIC10 CEILING ex] BRACING 1��i 01 Cf1lTIUa�`- DESIGN SI PIORITDS CDNFORII YI1H RPPL ICROLE PROVISIONS OF RS SPECIFIED ON DESIGN. 00 /A'i USE 1HI5 � -NDS RIO "1P1 IPC II . DESIGN YI IH FIRE fiE1RRDFWT TRERIED 1UI18EA. �."`.'-- � O O O O O O s --TPI - TRUSS PLR1E 116T1TUTE NDS - IAT[DNRL DESIGN SPECIFICATION FOR YD00 CONSTRUCTION 2-0-0 R-21570 W- 3.50" REY 11.0.9 SCALE - 0.250D DESIGN CRIT UBC A REFR427-7-474 TC_LL .16..0.PSF EC_DL15. 0 PSF BC DL 5.0 PSF TOT.LD. 36.0 PSF DRTE_ O% O/86— o t , ORVG CRMR427 66294021 Mc,/ -CR-ENG D/R LEN. 24 -0 -0 DUR.FRC. 1.25 _ PITCH 5.0/12 SETBACK --7;-11--2 'TYPE CSPS - - . /"17-(68 2-0-0 R-21570 W- 3.50" REY 11.0.9 SCALE - 0.250D DESIGN CRIT UBC A REFR427-7-474 TC_LL .16..0.PSF EC_DL15. 0 PSF BC DL 5.0 PSF TOT.LD. 36.0 PSF DRTE_ O% O/86— o t , ORVG CRMR427 66294021 Mc,/ -CR-ENG D/R LEN. 24 -0 -0 DUR.FRC. 1.25 _ PITCH 5.0/12 SETBACK --7;-11--2 'TYPE CSPS - - . JOB: 19168 TOP CHORD 2X6 FIR -LARCH •2 B.OT CHORD 2X4 FIR -LARCH s1 WEBS 2X4 FIR -LARCH STANDARD THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REOUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' 2X6 5. DO u 1.5X3 5X4 3X4 3X4 TC X -LOC L -R: 8.29 6.32 12.88 17.67 23.71 BC X -LOC L -R: 8.29 B.22 15.78 23.71 Ln SINGLE CUT WEB *-TC:1.4 'Q N V (U) BOTTOM CHORD CHECKED FOR 18 PSF LIVE_LOAD.- O �.-, co TOP CHORD SHALL BE LATERALLY BRACED VITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM_OF 24'0.C. O NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 8.92. N U] Note: 2X4 #3 bem-fir or better continuous lateral bottom chord bracing @ 6-0-0 maximum O.C. required. Attach with 2-16d nails. Bracing is not required if a rigid ceiling is attached directly to bottom chord. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 3X4 1.50 l `L 12-0-0 112-0-0 C 5.00 2X6 M '_ -_-2y-0-0 OVER 2 SUPPORTS ON —' R-9759 Y- 3.50' R-9759 V- 3.50' PLATE TYPE --REPINE S€ON--229934 FURNISH R COPY OF THIS DESIGN 70 ERECTION CONTRACTOR RErI4.0.e s 0.2501 FLPINE ENGIN_EAED PRODUCTS, INC. TRIISSFS REDUIRE EK7RENE CAA 6'yy'►i DESIGN CRI]0" REFS [� C� t= C" Cm C= **IMPORTRNTA* SHALLNOT K RESPONSIBLE FDA off VRRNING IN IWWIOLINc, ERECTtoW AND O {toff SSI a, - -_-.�_ DEVIATION FROM THESE SPECIFICATIONS OR Alf DEVIATION FROM BRACING.SEE -BHT-IS', (BRACING WOOD TRUSSES' I , '.� TC LL DATE 10/20/8B o O O O THIS DESIGN OR ANT FAILURE TO BUILD THE TRUSS IN CDNFMrRNCE Cavv;WT AND REMIENDATIM-�TPI). SEF �' J �^'�'- o WITH TIE "DUALITY CONTROL PFPU;L' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADOITIONFL SPECIAL PERMA- = JC OL ' DRVG CF1USR427 6629402: O O G C ARE MANUFACTURED FROM 20 GAUGE G7LTFNIZED STEEL UNLESS NEWT BRACING REDUIREMENTS. UNLESS DTHERVISE C.OIIt95 s p OT p IOTHERVISE StdM, TESTING RMIRDIENTS OF ASTO AM GRACE A. SIDITN, TOP CHORD SMALL BE LRTENTL.LT BRACED �,• ['o �UOi90 G BC OL [U)F- CR -ENG Y�V c r 1 APPLY CdRiCTIORS TO BOTH FACES AT EACH JOINT TND LOCATE AS RnH PROPERLY ATTACHED PLYWOOD SHEATHING, A,r O 2D TOT. LD. D/R LEN. 24-0-0 SH M. BEARING VIOTHS FRE R' N]M]NL UNLESS DTNEMISE SHDVN. B IMM CHORD VITN RIGID CEILING OR BRACING ��� rim �--- TRUSS f� DESIGN StRAMOS CONFORIf YIIM APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO MDT Thi THIS �h`DTCNIIHHCAr OUR. PITCH 5.0/12 .NDS AND 11TPI tPCn. DESIGN 917H FIRE RETARDANT TREATED LUBER. "`••••- 0 --TPI - TRUSS PLRTE INSTIME. IDS - NATIONAL DESIGN SPECIFICATION FOR WOOD (ONMR CTIDN SPRCING � 'TYPE COMN — — IUr UMUHU 2X6 FIR -LARCH 42 j'"_"' IL-V^"z> LJLmtrcb1LT4b SUBMITTED BY TRUS MFR. BOT CHORD 2x4 FIR -LARCH #1 TC X -LOC L -R: 0.00 6.79 12.12 17.49 22.81 29.60 WEBS 2X4 FIR -LARCH STANDARC TOT. LD, LT_ BLOCK 2X9 RT. BLOCK FIR -LARCH ft BLOCK LENGTH = 6.983' BC X -LOC L -R: 0.00 7.24 12.12 17-49 22-36 29.60 2X4 FIR -LARCH i1 BLOCK LENGTH = 6.983' _ SAMEiESIGN TOP ���NE-PLY CCVON HIP TRUSSES @24 IRUSSEsREQUIRED FOR ooLAE "C.C_ EXT ND FASTEN CHOM TO HIP BRACE FLAT TOP CHOF3 RAFTER AND SUPPORT EVERY FOUR FEET. LATERALLY WITH 2x4 03 OR BETTER HEN -FIR o TOP C -t - i - i5" C.C_ WITH 2 -16D WAILS P� HIP RAFTER @24' O.C. AND 2X4 LSI AGONAL BRACE -PER BWT-76 FIGURE 6 i81 _----_--_- hVESS - 4 O.C. STAGGE 0 BOT CH = ` ' �_ iIITFt CRIPPLE EVERY TWO TRUSSES (68'1 . _ _ � _ _� � ��_ 16' O.C. ! #1 HIP DESIGNED TO SUPPORT 7-11-04 JACKS WITHP10 M1EBS, CONVENTIONAL FRAMIMG IS NOT THE RESPONSIBYLITY OF THE TRUSS DESIGNER, PLATE CONNECTOR PLATES MUST BE INSTALLS -0 IN ACCOAOANC,E WITH MANUFACTURER. NOR TRESS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ACVICE BY LOCAL REDUIREMENTS OF I.C_B.O. RESEARCH REPORT 02948. PROFESSIONAL ENGINEER REGARCING C"ENTIONAL FRAMING. ALL PLATES APE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT ANG TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE GRA.NINE 130 FOR -PLATE LOCATIONS ON TYPICAL. JOINTS.- tTUP"CHORp=SHAL`L BE LATERALLY BRACED WITH PROPERLY CONNECTED, PURL INS_SPACED_AT A MAXIMUM OF 24' G.C. Baring locatfa�; asost-be`Qearked as tnsss "'_�-` - T _ _ -- Prnper-erection. b9 tzvss Fabricat�X'to'i�svre7 Connector plates designed for green Imber per ND6 Table 8_1B T SINGLE CUT WEa 0-2 ENDS: t. 3. 5, 7 ALL BOTTOM CHORD SPLICES OCCURRING BETWE=_m PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SMULO NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE - ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. 5X 14 3xio 4X4 5.00 t 2-3X6 - � :3X6 31 i 4x4 1.5X4 3X4 4X4 518-389 ©-9-iQ x J:� 7-11-4 13-8-12 - t 7-11-4 A=25960 W- 3.50- 0 0 o C o 0 0 - C t= ao ter= O C Q d API c� n TAS$$ o 74 f 29-7-4 OVER 2 SUPPoFjTS_=j A * * I NPORT A?fT ** " ' wm,crs nc. ... Mumc CUE sw" An BE rospommotEtor+ ARNING IN fqjwuwL "mmrrcm me nB fLFS7t.0 a• AM FAlgl,/W Iq 91nL,D IrE m6. 0r Osomomm mtrllvpA Aro rE.�t•@�inO.i-•rOSI . �E +rCiN nE 'WAUTY STJAGN W QSTW sr 17I, A'mw cows m IW3 SSA ,aFQ+ 4�milwL 9VECTaL DH!){L- .fE cs.rnsE„ .To. ao .wsE rftv'Afa9 STEEL .Exr amcm fRcfim3Btrs. vacs o"43wm' 009""8 3(001, WETM WOMEIMn W ZS" sus gME • S VW OUC MOLL of 4AMW LY � Aff4,r CENA 0706 00 aGf4 il(fT3 Ar EAC. jinr Arm L=7 ,F e►I mu ♦TTAQEp FC17® 3iFRrIgMG, GESnSLIl. iKAt1]lE rTOflS ALE 4' M3a111v+1 Oa E1t4 afcaivl4 S1QIRt. 90"M OQM vir" MCM ¢iLB6 at om=M aesm� sraanr� zma.er� �»ut�vs. �nsrus u7F7FD a arE� -Xm s= �L dC ii _ d Va1F11! NpF, n o wr � ONES a .te a� �w as meta, ,a7H r l�ratriwr N7E+itD r s�v. e-rvl - Rv.� �l►rE li6t[U,F_ 12 5.00 3X\2�3%6 : r;- 2-f�*\ � 3 )* R=2592# W., 3.50' ACTOR FEV 15.2.5 DESIGN CRIT: USC TC LL_ 16. A PSF TC DL 15.0 r CA BC 0. 5!0 P5F TOT. LD, 36.0 PSF JOUR -FAC. 1 .25 SETBACK 7-11" T SCA = .2500 -F A427-5365: LTE 12/ 13189 a% CAUSaa27 993a3a2o �"EN6 'A LEN. 2 -7-4 ITCH 5 -07 12 TCP, CHORD 2X6 FIR—LARCH 02 BOT CHORD 2X4 FIR—LARCH 31 M=M SEE -Mr -M-. dXW=M � WEBS 2X4 FIR—LARCH STANDARD LT. WEDGE 2X4 FIR -LARCH fi RT. WEDGE 2X4 FIR -LARCH 01 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH i REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT ARC TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING -130 FOR 'PLATE LOCATIONS +Cid TYPICAL JOINTS.' STOP CHORD SHALL BE LATERALLY BRACED Wt114 PROPERLY CONNECTED PURLINS SPACED ATA MAXIMUM—W-24' O.C. CONNECTOR PLATES DESIGNEE) FOR GREEN LUMBER PER NDS TABLE 8.16. 0--9 0-2 390 5X4 TC X -LOC L -R= 0.00 7.73 14.60 21.88 29.60 c] ciwune. CW=nM�m� D BC X -LOC L -R: 0.00 10.08 19.52 29.60 C ARNIM cm ago SINGLE CUT WE8 0 -TC: 1. 4 D M=M SEE -Mr -M-. dXW=M � (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. TM MZCW as an FAUAW m Haan � TM= M CONTRACTORS WARNING: tp THIS TRUSS IS DESIGNED TO'BEAA AND/OR SUPPORT qp ADDITIONAL LOADS AT SPECIFIC LOCATIONS- W PARTICULAR CARE IS ADVISED DUPING INSTALLATION •E MURFOAMS O WPM m GM& E G L*MTZ J STEM TO ENSURE THAT THIS TRUSS IS EPECTED PROPERLY, Api9KVtM1d 00000 SOW 11EIM MOUlpF OM aF SIM LAM CFMM A. HEDGE MUST BE CUT FROM ONE SOLID PIECE WITH � LONGITUDINAL GRAIN PARALLEL TO BOTTOM CHORO. Of �r m0itt06 n aOiM FAffs n eJid MaR r0 lArwis 'I M. EAgW ®TIB aK 1' 1G MML W&M 40DOMOSE Aaa, FOR PLATING DETAILS SEE DRAWING NO. A131. vc ciwune. CW=nM�m� a o a o 0 0 *1W0RTANTX# sv%L m�a�E Fae ARNIM cm ago FQ1 � SV&rW VMS 00 MT GMSTUN M=M SEE -Mr -M-. dXW=M � TM MZCW as an FAUAW m Haan � TM= M aulCWMW raa I�TTO6-•w . WE PQM TIE 'QMZTT S MMo MMM' m WE MRWK 066 (31 F=1 '0nTTOML �k PEiEM- •E MURFOAMS O WPM m GM& E G L*MTZ J STEM I48a 91WBNG /Eaa:l 4MM- OILEW OTMEPK= Api9KVtM1d 00000 SOW 11EIM MOUlpF OM aF SIM LAM CFMM A. SHIM 1P 0WW %VI . GE tAWV 1r MOM CA I- Of �r m0itt06 n aOiM FAffs n eJid MaR r0 lArwis 'I M. EAgW ®TIB aK 1' 1G MML W&M 40DOMOSE Aaa, VrM wRFULT arissm ILTUOm 9a]MC� a0z Mw Hao x11 Mrsm ffJL= as ajzm asam sFJAM% = COMM VrM ■/PLS�i EHOTTSa16 As wftK TFM aM CEMM- m Mar 4AE TMS Q C= O O CJ O �=& as +EDP[ OCT) . MIM WV FOW SWUFOMa OIEATm LgEf .—FPC - "RM RALE IAW[X F- Mas - narmML Mum 8ECT"cartm FM +COD a06TAlCIT01 lot14' �w � FCV 1D.G.� JL_ALL_= V.tDW flEsasH cAIT: UBIPSFO/A REF A427--63551 1c_�LL 16_.0 TE�121-f 3/69 TC OL 15. IG �Q7 053-rMil BC UL fG 5-0` TOT.LD. 36.0 LE I. 29--7-4 Du+:_F�►c.1.25TCH 5.0/12 SPACING 24.0'PE COHN— — Rr LC u r TI i! InR 7,e�5 THTS nwr. PGI:PAt]Fn Pimm Cf1MPl1TFR TNPlfT 11 nAnS R nT1+IFNST�NSI SURMTTTFD RY TRUSS MFA _ +- 'TDP CHORD 2X6 FIR -LARCH #1 . BOT CHORD 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANDARD AT. BLOCK 2X4' FIR -LARCH #1 BLOCK LENGTH = 6.983' CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS.FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O- RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT. TO RIGGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE 6.1B. TC X -LOC L -R: 0.29 6.79 11:21 18.00 17 .. > BC X -LOC L -R: 0.29 7.24 10:76 18.00 :-Cn USE THIS DESIGN FOR COMMON HIP TRUSSES @24" O.C. EXTEND TOP- D CHORD TO HIP RAFTER AND SUPPORT EVERY FOUR FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 #3 OR BETTER HEM -FIR @24" O.C. N WITH 2-150 NAILS AND 2X4 DIAGONAL BRACE PER BWT -76 FIGURE46(B)`1 SUPPORT HIP RAFTER WITH CRIPPLE-EVERY_TWO-TRUSSES (68"). / 0; 01 HIP DESIGNED TO SUPPORT 7T-11"JACKS WITH NO WEBS. N D SINGLE CUT WEB #-2 ENDS: 1, 3 D - 0 BEARING LOCATIONS MUST SE MARKED,ON TRUSS BY TRUSS FABRICATOR,;0 ,ITD INSURE PROPER ERECTION. TOP-CtiOR-0SMAC SE'LaiERALLY BRACEDWITH PROPERL'�r'CONNECTEC7 PURLINS SPACED AT A MAXIMUM OF 24. O.C. . f .. 8 X 8 'SX 14! j 2X4 12 I 5.00r 5.00 4X5 �� I� 3X6 = IR 1.5X3 3X4 3x;, 1 1 0-8-0-8-0 7-11-4 2-1-8 7-11-4 t o X18-0-0 OVER 2 SUPPORTS -- R 13860 UPPORTS R-13860 W- 3.50' R-14730 W- 3.50' PLT. TYP.-ALPINE SEGN=- 47651 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.1.2 SCALE = 0.3750 "INE 90OD&ERM PIN'S Ttt. TFAMn $EQU E WTW-ft ON* DESIGN Ci1IT: UBC REF 8427--3292 0 0 0 0 0 0 �I IMPORTANT** mmA w fE ffisra� mE Fm ANT ARNING Df "woum vgtna Aw 7C i.i. 16._0_ sr. DATE 09/OI/89— 7 O O O t= TEvuTrm ram TT($ spmvifATld6 an my wwATim Flet �10.Tw 'tiff -m% emctm ® mommT. C7 C C O TNS E31a off ANT FAUAW W SaW TW TRW TO i4R6ffWV ro fiIDtTfBosrlOtF+tPlT :y >' 0 o a f= KIN FM-BfMUTV WAN Mae Ungr !T M. AAfE TTM aesw ran &=T =ft IMULfUNW- =� � 15._0 PSF DRIAG CAUSi&27 08244003 *M NMRtFA1:10M f*W m San luwrtM mm IMP a VCM l§MUMWM- LL:OTf�R= - �y � - �•r # �1.Pi� ons soft arras WMARDWen ar am "a W*M N. saw�-am om SKLin wwa<lfsnf� � � s CA rte• 5.iii +PSF C&-EN6 y,�:...•".; `�- a.— s+ossi=s To f =W MM Ar SLI N MM ASO faAIM O m ..T06Ll Arnot®R - - - 6 05iF o1A -UN.E3 8-0-0 !tort-'w"m1 f: fR m ATE a GMML was oleftflae - m w"w"a �QTif mwl TRUSSal0 'SAM 1iOW fR= AM=AM rWVtNMM S p. :0112Vii• 025 Pi7LH r AM inn OT-91:?C`r�iT?3•�•:�v}� cxy¢.S�i!.Yv �rn amm +Q1lf F>!E IELgoMI►'!1� � _ TWJN RATE IMPITUM -w - TYTIOMI f mn" wettrim"al pm fm amemom m•�•. ' SEN ACKWOMI 3 1010 TYPE'l&CIPS--+b2;__x ' Slat - ---� ✓ TOE' GHGRO 2X6 'FIR-U1RCN 92 86T CHORD 2X4 FIR -LARCH 91 WEBS 2X4 FIR -LARCH STANDAPC RT. wEOGE 7_X4 FIA -LARCH 51 CONNECTOR PLATES K)ST BE INSTALLED IN ACCORDANCE WITH UEOUIF.EMENTS OF I.C.3.0. RESEARCH REPORT 92949. L ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP T4 BOTTOM, EXCEPT WfICN LOCATED BY C:PCLE OR OIMEN. ION. SEE ORAWING 130 FOR "PLATE LOCATWNS ON TYP.tCAL JOIN -TS.' WEDGE MUST 8E CUT FRO44 ONE SrOL10 PIFCE WITH LON65cTUC+srdAL GRA,EN PARALLEL TO BCTT004 CH'3HD. FOR PLATING DETAILS SFr'_ ORAKINS PIO- a,i31_ m WTER INPUT (LOADS S' 01MENSIONS1 SUBMITTED BY TRt35,S MFP. TC X --LCT: L -R 0.29 A.4-2 9.00 13.16 13.00 n BC X -LOC L -P-. 0.29 6.22 ii.78 I8-00 C S INC -k E CUT WEB 9- UC: 1. 4 D {U) SOTTIJM CHORD CHECKED F%1 10 PSF LIVE LOAD. 14 BEARING LOCATIONS MUST 8E MARKED ON TRUSS OY TRLPSS FABRICATOR C, TO INSURE PROPER ETIECTION. i N tTOFF CHORD SHALL BE LATEr'7•ALLY 8RACF0 WITH QAL�i�FgLY Corac�CTEU nl. raUALINS SPACED AT A MAXIMUM OF 24' O.C. G� C0N,1ECT;R PLATES OtS'v74ED FOR GREEN LUL4 RFR ¢Fs`.`-? Nn -C - n �-4-- — _---- tS-0-0 OVER ? SUPPOATi 5— A=682,1 w- 3.50' ;PL -T, TYP.-ALPINE SEGM-- 43371 FLPNISu A COPY OF THIS DESIGN TO ERECTION CONTRACTOR P.F-V 15. 1.2 SALE •= 0.3750 o c a o a **IMPORTANT** or -L � aseusxe Rua ay.-ARNING rim wmxm�eraer awn `.►a DFSLSN CRIT: �)gC REF A427--28274 r� c -I C- � o o �.Tnrro/ caaf / c>FIUTTi➢8 w 111 (E • •-nn l0 X LL-^�1 � P5� DATE 48/ 11/69 1 Frb11lY QE �01t-TL 61M•-i1Ci M� Ste' « 9=) "rtOS 8E"iM IDI Wy FATF• W IO MOA TIE 1P16 M t-U--114WC! 1;000j&UA r AW IELTlr19c�1rams -•1-11 1&1. �-. C"7 C_7 C1 CZ WR r1E 'CE LtR SIAIOKD onceg;- Of TPT. "Ma&I CW WS FE%T011 Fret AwrrRGIL SvrvjL -amK- FC. DL 15. 0 m� OM416 CAUSP427 89223018 1 1f` *~AZv"r% l F:a1 A S+ID6G 6iLWRt'7Fir S1FEL W -CZ. Awl ERarts& wmamm arm. '"Aw frr1IMSc t/ /� �r C•, C OTMUCISE SM414. $*-ErlW !Ea1LaTM4n TIF ■5111 ..a i'RW A. �satrnc rep 0CM 7611. fi , Afi_ y� Q1Fii.l� CA BC OE ly) 5 -0 P$F CA -ENG �. t ri ArmY amearowb in Ann i/1S ar "C" .DIM MO U)CA ; W11" PROEMt Ar+L7EFf MAK"[I i2:,�lits6 TOT.LD. 36.0 PSF C/A Lrfll. 18-0-0 fw1pa b 31INT.Ci M_ i' 'fp I•M_ tBdi.:$ altcw [T"l 740111. W Pin l7fT6 A fN 1116fa RL -U6 m 6111A TIC � +1iNJ _ (W%T&4 St-Atume aisom w". SPRfCNEE Pa�T� 13F « �;�r�, �. %*S" �.>� T.r I t-. Via.-FAC_.1 25 -ITCH S Q/12 c—� -I. AM npl /pr- T). MSIM 1111:. rkW: tE7MQ{WT 1CFA[iO Upw-3?. -_- - r_r •_z _� r_� r= r= r -_TP& - lrlvya :n.AM rS:cy1=_ .rC - "ft A%%L w - sum _-y":r-.CArrcft Es .® 9nmaic'; m-415PAr•ING �B .O� TY!� rOPi-- TOP. CHORD 2X6 FIR -LARCH 42 BCT CHORO 2X4 FIR -LARCH #1 WEBS 2X4 FIR -LARCH STANOARO CONNECTOR PLATES MUST OE INSTALLED IN ACCORDANCE WITH r+EGUIREMENT3 OF I.C.B.O. RESEAPN REPORT 42949. ALL PLATES ARE TO BE CENTEflEO &N Th'E JOINT. LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSEON. SEE DRAW[MG 130 FOR "P!_ATf: LOCATIONS ON TYPICAL JOINTS.' 2X4 0—U 12 5.00 1.5X3 2.5X4 5X4 COMPUTER INPUT (LOADS l% ClIMEWSTONS) SUBMITTED By TF1tr% MFR. IC X -LOC L -R: 0.29 4.82 9.00 13.18 17.71 Bl_ X -LOC -R 0.29 6.22 11.78 17.71 b C SINGLE CUT WEB e --TC: 1, 4 � I1 {U) BOT TOM CHOM CHECKED FOR 10 PSF LIVE LOAD. N _ v r�JP CiURo-s�-44ct' BE"LaTEPACCY-BRACED Wf'-,H PROPtOLY CONNECTEO co FilRL.iNS SPACED AT A MAXIMUM OF 24_O.0 1 (D CONNECTOP PLA €FS QFS G(,lEO FOR GREEN E LWBEP PER Nr.)S N TAGI_E 8.1B. v O C, 2.5';4 ! !4a_ C!}43845 �303Q913 < J XJ <ir _ ...iD_Lt• 12 `;5.00 2X4 0-6-0 = —=to -0-0 UVEB 2 SUPPORTS --- R-6710 W= 3.50* _; Pt T. TYP.-ALPINE SEUA1-- 413344 FLMISH A COPY OF THIS DESIGN TO ERECTION CUN'TPACTCR REV 15.1 .2 SCALE = 0.0750 r oATRUSS -� avo.t ercoa>Es� vans.c nc. �; 4%mf.% EMmm. cus IMPCRTANT*x wfLL Inr as•sals� ►�a�fl ARMING d woLt>I� ettue�f vaj'a-. OESIG?! r qdT: ',�$� i REF R427----282'45�j 4ewctrC aM TPURSM TC lL 16.0 PSF VATS -08/ I'l789_ rgfs �'xtta/ 0% av fAlLUE to OUILn nE ntM to CO*Tg t%wm cHgEtTAM nC e�ec+at�tcxs .mU �s Ttt ^Wva,fr su.[arm ascs' ar roE. fLvtlE Tws ef�tau foa nR3[taiwt_ sFEik tf3efa- GA&"Mffo '=trIT11 TC E3L 1`5 , 0 PSF � Ch116Rd27 g8223410 SA"a- tRAts 6F7.T awr-fac �atrY86.rS. uasss MUWISE'AMVJ SE WVK 4MTut +FJtr RMMS aF Asn. "n SaaOE t goal XV oafn SKWL ✓ F 6A.f0mut• tWWME9CA [7L 1Ui:1' ()`P$Fto War! F$"S A$ E,C. .DMT A/ LZ'ArE ' %not rs>arET<. ArTK)Ea Arraw 9E.n[aflrol.La. 'itaW. dEM1M: •f0TlS f1F t' t1]iQ�7I�AF�, Q116liC5E. 3011. t1ilTitbJ �ai�1'fMg161DQOILKQNIplCD6 Z1Y04i45 36 . PSF O Q/!1 l,Eii. i$-0-4 r- t C7 c7 c.-� cc t� rLeF� •ttq nDR.C1:AdE W101ff�_1(7d 3EEIiTellRIS:f9f LIC"If uw MfSpl�=Fil�.: �iVL 'A:11. t"M" Viil cW- i%TfRBNT WARD LODS71 G 1� JY,. -�. [/� �t7QW F; ITCH -V�1 t� SPACING _ 24 .0 s TYPE COM— I ._ tat -tweet vL 4TE t'lte l tut_ vis - w.r MALL aF_iti. s ur[CA?To. "A wow cmam"M m'"Am - Via, r: �[ _Y.' - _ .. . .. - - . .i:1�^t.s • _ '.. ..:5+. JOB: 25432 THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 9 0 TOP CHORD 2X6 FIR -LARCH #2 BOT CHORD 2X8 FIR -LARCH 01 -- WETS 2X4 FIR -LARCH STANDARD, EXCEPT AS SHOWN :WI -2X4 FIR -LARCH g1 m CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH a- REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS I TABLE B.iB. J i.w IL w a cc RI tD 01 m 4X7 12 � wt 5.00 4 X 5 4X5 2X8 8X8 TC X -LOC L -R: 0.29 5.20 9.00 12.80 17.71 n BC'X-LOC L -R: 0.29 5.20 9.00 12.80 17.71 C c SINGLE CUT WEB #-BC: 3 :2 ENDS: 1.5 [THIS GIRDER HAS BEEN DESIGNED TO SUPPORT: NFROM ONE SIDE --18' 0' OF SPAN FRAMING TO THE SOT CHORDvOPPOSITE -SIDE 2' 0' OF SPAN FRAMING TO THE TC/BC SPLITCD IVING A TC LOAD OF fit PLF AND A BC LOAD OF 293 PLFrfa 10 ZTOP-CHORD-SHALL BE LATERALLY SRACED KITH -PROPER+_`f-•CONNECTED L PURL-INS_SP_ACED-A =A -MAXIMUM -OF -24—'0. C. f n0 Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. Recommended connection for 18-0-0 trusses at 24" Q.C. tc bottom chord: Simpson L028. See catalog C -89H-1 tfor nailing specifications. Ali t*( 4X7 NO. C043R45 .e Exp 1,3{1.93 12 5.00 •sr,�\ 4 X 5 2X8 �f 4X5 9-0-0-19-0-0 -18-D=0-OVER_2 SUPPORTS A-30890 W- 3.50' L —" PLT. TYP.-ALPINE SEON-- 47663 FURNISH A COPY OF THIS DESIGN TO ERECTII ALPa o o c o c itIMPORTANT�E�Essuiu am tE�wwas� Fm Iw: ARNING im iw xm-sem w am O G C C OEWUn0+ 1101 SME SPOMICA1I66 m pn GE.r.TTCW FMN a1M(.'T1o.S8 'Off -W. MMas.am 7wEM!& G O T00 OMM a u1T I'AZJ E 10 GOAD TE MM IN 0MOITOW AC IEDOIlBd1TxO1G•Ml��. B 1a:Tw n e 'QwLM stmom IN t+ M. was axsemm teas aeslal sah aaorinort�yrseaM• re a� •e w s mm aLumas { r. G �p1 Q �T wcm /Oaal66TR., i i101� 0"wo a soft leffm NNUM0ela a/ lSlii M, wax a Sari 'all C NO flat me 1 I+Rtt_ m�[tee �0 mm r#A= AT ECH im " be LUMME w VmfM 1W<� AlT�o1® R �• �� _ SCOL SENO B 41ERM &V t' Dol ML tft= VoMUE sow. W41 lm..Aml� Q . = 0== S1.1o11w -MOVn . W M_:110RTGati- O10/ISTG6_.41P Y "sWWT'® a EiIw�11,��1 R=30890 W- 3.50' UES15N GAIT: UM- F�T_CO ,LE - 0.3750 8427-=3293 = 09/01/89 = CAUSPAV. 18 di LEN.118•0-0-* .e>TuiTo1 (SPACING SEE ABOVE (TYPE 1 COMN-- JUE:.iS''Ib4 lH1S UWG. PKENAKEU FKUM UUMPUIEK 1NPUI (LUAUS & UIMENS1UHS) SUbMll(LU 6Y 1KU.iS MhK. fTOP CHORD 2X6 FIR -LARCH +2 BOT CHORD 2X4 FIR -LARCH *1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REOUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 114 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 9.92. Note: 2X4 #3 hem -fir or better continuous lateral bottom chord bracing @ 6-0-0 maximum O.C. required. Attach with 2-16d nails. Bracing is not required if a rigid ceiling is attached directly to bottom chord. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. 6XG IW O TC X -LOC L -R: 9.29 6.78 11.58 16.42 21.22 27.71 BC X -LOC L -R: 8.29 7.23 11.58 16.42 29.77 27.71 U) z COMPLETE TRUSSES REQUIRED FASTEN TOGETHER WITH : 16D NAILS W TOP CH ------------------ 15" O.C. 00 WEBS ------------------ 4" O.C. STAGGERED r%3 BOT CH ------------------ 16" O.C. s oEstoH s�rFtalita+ FOR vtioo cOHSTmcrra CD SINGLE CUT WEB *-2 ENDS:1.3.5.7 LD THIS s1 HIP DESIGNED TO SUPPORT 7'11" JACKS WITH NO WEBS. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O.C. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. Use same design for one -ply common hip trusses @ 24" O.C. Extend top chord to hip rafter and support everyp four )32 feet. Laterally brace flat top chord with 2X4 or better Hem -Fir @ 24 O.C. with 2-16d nails and 2X4 diagonal brace per BWT-76 figure 6(b). Support hip raf- ter with cripple every two trusses (68'). ']vq 6X6 ft 7-11-2 _1_12-1-12 #SIB -3X9 7-11-2 2-0-0 11 28-0-D OVER 2 SUPPORTS 1.1 R -2524k Y- 3.50' R-25248 Y- 3.50' PLATE TYPE --REPINE SEN --22902 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR REY ta.o.s SCREE . o.25t10 a. o PIHE ENGINEERED PRt0UCT5, 11G. TRUSSES 11ECUIRE ExTREI& DIRE DESIGN CRIUBC T REF R427--5472 O **IMPORTRNTf* sHlu HOT BE RrsPolrsteLE FOR RHT iiRRNING IN HR1utHc, ErssnoH RHo Qorlssl�,+tti O O O O oEr1RT1IN FR@1 MESE 9PELIFICRT10H5 DR wrT DEVIATION FROM DRRC)HG.SEE -evi-ls', tBRICIIIC rom rRussfs:'itl TC LL jr , D PSF DATE 10/20/86 0 o r= o THIS ttEstw OR RH+r FAILURE TO eu1tD TTf Truss IN CONFORMANCE corslpTraaT AND RECWEH9RTtU14-"tvn. SEF : • � �. 0 0 0 o WITH THE •olf:LrTT CONTROL Ti:>lR' Bf TPI. IiP1HE CON4E7:Tpt5 THIS OEStCH FOR Roolrtt»si 6P¢tRL PERf1si- i TC DL 15. D PSF DRUG CRllSR427 89294019 0 [= 0 o RTTE Iii4iliTtJTED FROM 20 68,16E GALVANIZED STEEL UNLESS WENT BRACING REDUIRErE7rT5. ((1(955 OTHERWISE v GMU75 n o LPI O OTIERVISE sHDVH, MEETING RE0.1111E1ETrr5 OF FlSTII R446 pIR� R. sHovH, TOP cltoRo SHALL BE LRTERq.LT BRACED � s.eoivo C BC DL 5.0 PSF CR -ENG r1Kl `srwomm W APPLY CONNECTORS TO BOTH FACES AT EACH .A1Ht R1A LOCATE AS YITH PROPERLY RtTRC1fTl PLTY000 SHEATHING, O t o TOT. LD. 36. 0 PSF 0/R LEN. zg -0 -D 0 0 'ri clvl� t S TRUSS 0 � CHI BERAING �v�RR, YII�111 WPLICRBIE ►�I6IIM6 SHOWN. BOTTOM CHORD Y[7oMH UESIPTCEILING I00 � � TMtK yf of eAuroa`'_�= DUR. FRC. 1.25 PITCH 5. 0/ 12 .I05 810 "TPl PC IT). 1 PATENT IAS. R,599.839 AND 9 625 S75 DESIGNWITHIBt]t WITHFIRE RETARDANT TREATED LIN. .--T►I - IRtbS PLATE INSTITUTE HITS ' NATIONAL 1�6 oEstoH s�rFtalita+ FOR vtioo cOHSTmcrra SETBACK: 7-11-2 TYPE C5P5 - - 1�6 JOB: J.9184 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X6 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH *1 WEBS 2X4 FIR -LARCH STANDARD CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 8.92. Note: 2X4 #3.hem-fir or better continuous lateral bottom chord bracing @ 6-0-0 maximum O.C. required. Attach with 2-16d nails. Bracing is not required if a rigid ceiling is attached directly to bottom chord. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. 6X6 7VQ TC X -LOC L -R: 8.29 -6.78 11.58 16.42 21.22 27.71 BC X -LOC L -R: 8.29 7.23 11.58 16.42 28.77 27.71 RCI) 2 COMPLETE TRUSSES REOUIRED FASTEN TOGETHER WITH : 16D NAILS TOP CH ------------------ 15" O.C. M WEBS ------------------ 4' O.C. STAGGERED N BOT CH ------------------ 16' O.C. . s O SINGLE CUT WEB *-2 ENDS:1.3.5.7 ED THIS s1 HIP DESIGNED TO SUPPORT 7'11" JACKS WITH NO WEBS. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. Use same design for one-plp common hip trusses @ 24" O.C. Extend top chord to hip rafteppr and support everyi four or better Hem -Fir brace flat @24CO.C. with 2h16d nailsord with2and#2X4 diagonal brace per BWT-76 figure 6(b). Support hip raf- ter with cripple every two trusses (68"). 6X6 HE 'LATE TYPE --ALPINE 0 0 0 0 0 0 0 0 0 0 0 0kLP, 0 I=TR o C= o 0 0 0 #SIB -3X9 7-11-2 _x_12-1-12 7-11-2 1., 28-0-0 OVER 2 SUPPORTS R -2524k W- 3.50-. SEDN--229862 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR ALPINE ENGINEERED PRODUCTS, 116. TRVSSES REDUIRE EXTREME CARE * * I MPORT RNT f * 9*LL NUT BE RESPONSIBLE FOR ANY W RRN I NG IN HANDLING. ERECTION AND ,74 S FISSI / DEVIATION FRmBRA 1 THESE 9PECIFECRTION6 OR WT DEVIATION FROM CING.SEE 'SVT -TS', (BRACING FOOD TRUSSES: J 1I THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN COIFORTIRNCE COMMENTARY AM REMM ENDRTIDN5+711. SEF WITH THE 'DUALITY CONTROL PPM' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMA- ARE ? MFACTLRED FROM 20 :RAGE GALVANIZED STEEL UNLESS WHY BRACING REDUIREMEWTS. 1111ES5 OTHERWISE 95 � OTHERWISE SHOWN, MEETING REDUIRENEMS OF FISTN A94G GRADE A. SHOWN, TOP CHORD SHALL BE LATERALLY BRACED In &JO/90 1APPLY CONNECTORS TO BOTH RICES AT EACH JOINT FIND LOCATE AS WITH PRDPEILY ATTACHED PLVW000 SHEATHING, o a SDVN. BEARING WIDTHS ARE R- NOMINAL UNLESS OTHERWISE SHOWN. BOTTUM CHORD WITH RIGID CEILING OR BRRCINt _11 -1V1t �e DESIGN SIANOFRDS @IFORR WITH RPPLICHBLE PROVISIONS OF ASSPECIFIED OM DESIGN. OO NOT USE THIS h� DH CR1110Q'�= •NDS AND .TPI [ACTH. I PATENT NOS. q,5119.838 AND 4625 535 OE ;N WITH FIRE RETARDANT TREATED LLMER.-- ..-TPI - TRUSS PLATE INSTITUTE NDS - NRTIOWAL DESIGN SPECIFICATION FOR WOOD CONSTRICTION r X 1 R-25240 W- 3.5D' REV 14.0.9 SCALE - 0.250D TC LL 1ra.0 PSF DATE 10/20/BB TC DL 15. 0 PSF DRVG M)SR427 8829401 BC DL 5.0 PSF CR -ENG mk) 46 TOT. LD. 36.0 PSF 0/A LEN. 26 -0 -0 DUR.FRC. 1.25 PITCH 5.0/12 SETBACK: 7-11-2 1 TYPE CSPS - - 1�6 9 C\! C7: r TIN M J N 70 N�!I TOP CHORD 4X2 FIR -LARCH #1 BOT CHORD 4X2 FIR -LARCH Al w£BS 4X2 FIR -LARCH STANDARD W1- (2)4X2 F_Lc Standard CONNECTOR PLATES MUST BE INSTALLF_0 IN ACCORDANCE KITH gEOUIRERENTS OF I.C.B.O. RESEARCH REST #2949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE -"-2X4 03 HEM -FIR OR BETTER CONTINUOUS- LATERAL�BOTTOM— CHOAO BRACING @ 72" t4Ax. O.C. REQUIRED. ATTACH WITH c -- 2-16a NAILS. BRACING IS NOT REGUIRE.O IF A_RIGID CEILING TS ATTACHED DIRECTLY TO SOT.TOM CHORD.-=BRACING�MATERIA r0 BE SUPPLIED -AND ATI` TAC4-D AT BOTH ENOS TO A SUITABLE SUPPORT 6Y-FRECTION CONTRACTOR. .12X4 ribbon T. TYP !VOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. n IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSSy MIST BE MARKEO_BY TRUSS FABRICATOR.! C ,7'—TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED M PURLINS SPACED_AT-A_MAXIMU04 OF -247-0-C. L A: 1 NOTE: TRUSSES APE TO SE SPACED 15' O.C. MAXIM qR, CONNECTOR PLATES DESIGNEO FCR GREEN LIJNBER PER NDS TABLE 8.1B., w i td ffA © b E y f 8-5-5 7-1-3 TO CENTER OF K.6 ' -MAX. OPEN CHASE 1.5' 30_O' TYP. Special Web 3X6 1X3 2.5X4 3X4� IX3 3X5 C= C=) o Tc o c C-72 =3 C= a _-3 a R -562f W= 3-50' 3X6 IX3 3X6 SEGN--- _ 63461 FINISH A COP` K* IMPORT ANT X * S'WZ' m F�a�tm.E res► 'mMc 8EVU'r 100 F=T 04M S>EINYT6lT MM OA >M 2SVIArM F';M TMS tESIRI CN .00 FAZU E Tp TRan IME IRIS m CWwaM&4C KIN nE '91AAEIIY SIAALTNO DIM' 91 TPT. ALPM CON4CM9N APE tl.WTFACTOEA Fr41 M - "dw BILYMRll3Q v> L 1M6 004501 CSE SIMM MEE DO 413REMP03M OF ASTM &" SUN A "W"L70+O&CMM ti RTFM Fd 'FACES $I EAJODW AM L=ANE A SWAN. SEAFrM TTTOnIS AWE a' .minm aajM oTasrVW SIWM nFSTm STANDAP $ OmsrA I&VA AFPEILASLE PWVt5rVM Q Ams AM ART mn? . +—T9T - TMM PLATE TW311TVITE ria rarPTu... .r 1.5X•4 _OYER 2 SUPPORTS CARNING M IuAf -IEIiEorm o WACOIS.SEE 'WT -T6'. SMCZM R1m OCE$.+ CCO&WARV AWp !4ECL9@QWftrm6-N"91. SEE MU OMM FM AWMOiLL W800- PUMA- wm WRACum TTA70a awm. TAAAl6 mmawm 9oft UP COMO SHUL HE 1ARVAEt7 MUM .I-rm vi06a.T aTTAp® Rn1000 STEA++Alty MTTR1 fad" wrZ14 MTeua TEELV% an emcxww AS SR.'OFS® w ae991. m nW LrF mLS CIMM III TM FO¢ TFTR001T RIFAI® UAWTFn. T F1 3X6 1.5' �. R=6524 W- 3.50' 1kc7o i REY 15.2. 5 mmmadw CIESIG14 CRIT:TPI-PCT- TC LL 40.0 PSF TC OL 10 -.0 -Psi CA SC OL 5-0 N'SF TOT . LD . 55.0 P5F OUR. FAC. 1.00 C= C=) o Tc o c C-72 =3 C= a _-3 a R -562f W= 3-50' 3X6 IX3 3X6 SEGN--- _ 63461 FINISH A COP` K* IMPORT ANT X * S'WZ' m F�a�tm.E res► 'mMc 8EVU'r 100 F=T 04M S>EINYT6lT MM OA >M 2SVIArM F';M TMS tESIRI CN .00 FAZU E Tp TRan IME IRIS m CWwaM&4C KIN nE '91AAEIIY SIAALTNO DIM' 91 TPT. ALPM CON4CM9N APE tl.WTFACTOEA Fr41 M - "dw BILYMRll3Q v> L 1M6 004501 CSE SIMM MEE DO 413REMP03M OF ASTM &" SUN A "W"L70+O&CMM ti RTFM Fd 'FACES $I EAJODW AM L=ANE A SWAN. SEAFrM TTTOnIS AWE a' .minm aajM oTasrVW SIWM nFSTm STANDAP $ OmsrA I&VA AFPEILASLE PWVt5rVM Q Ams AM ART mn? . +—T9T - TMM PLATE TW311TVITE ria rarPTu... .r 1.5X•4 _OYER 2 SUPPORTS CARNING M IuAf -IEIiEorm o WACOIS.SEE 'WT -T6'. SMCZM R1m OCE$.+ CCO&WARV AWp !4ECL9@QWftrm6-N"91. SEE MU OMM FM AWMOiLL W800- PUMA- wm WRACum TTA70a awm. TAAAl6 mmawm 9oft UP COMO SHUL HE 1ARVAEt7 MUM .I-rm vi06a.T aTTAp® Rn1000 STEA++Alty MTTR1 fad" wrZ14 MTeua TEELV% an emcxww AS SR.'OFS® w ae991. m nW LrF mLS CIMM III TM FO¢ TFTR001T RIFAI® UAWTFn. T F1 3X6 1.5' �. R=6524 W- 3.50' 1kc7o i REY 15.2. 5 .` CIESIG14 CRIT:TPI-PCT- TC LL 40.0 PSF TC OL 10 -.0 -Psi CA SC OL 5-0 N'SF TOT . LD . 55.0 P5F OUR. FAC. 1.00 SPACING 16.0' f:0. C04-43AS fv. 6.3e-93 t a; SCALE -a-0-3750 EF R427--51010 ATE 42/01/89` -- Ali C 227 83335046 A LEN. 15r-5-8 :ATN 18.0' TH TOP CHORD 4X2 FIR -4 -ARCH 01 BOT CHORD 4X2 FIR -LARCH *1 WEBS 4X2 FIR -LARCH STANDARD Wl-`(TOR4F.L. Standard - CONNEC PLATES MIDST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 - REFER TO DRAWING A150 FOR TYPICAL PLATE_ LOCATIONS. NOTE: -2X4-#3 HEM-FIR-OR_BE:TTER-CONTINUOUS-LATERAL BOTTOM CHORD BRACING @ 72' HAX.,_O.C.-RE6UIRE0—AT,TACH_MITIH 2 ,15d NAILS.,BRACING-IS-NOT--REGUIRED'IF--A=RIGID--CEILING IS„ATTACHED DIRECTLY,-TO_BOTTON-CHORD:- BRACING -MATERIAL/ TO BE-SUPPt`IED- AND=ATTACHED _AT-BOTH-ENDS--TO-'A-SUITABLE' SUPPORT _BY- ERECT -ION -CONTRACTOR-.- -- r 8-8-1 ".:2X4 ribbon _\ 1.51 IX3 T_ TYP.- 0 0 0 o c o D o r c o 0 0 0 0 o o 0 �AtPI O .� T= Ti 55 0 o o = o 0 NOTE: THIS TRUSS MUST BE INSTALLED AS SV.CWN IT CANNOT BE USED UPSIDE DOWN. 70P OF TRUSS 0 KJST BE NARKED BY fRUSS FA9RICATOR7----`J� C TOP CHORD SHALL BE LIiTERALLY BRACED WITH PROPERLY�CONNECTEQ'j M PURLINS SPACED AT A MAXIMUM OF 24' Q.C. N NOTE: TRUSSES ARE TO BE SPACED i5' O.C. MAXIMUM;! v CONNECTOR PLATES OESFGNETD FOR GREEN LUMBER PER NDS m TABLE 8.1B. QI O N �J ,_ 7-3-15 1,5 i' "X. 30.0" TYP_ 3X5 iX3 2.5X4 3X4 1X3 3X6 A=558# k= 3.50' 3X6 1X3 1.5X41 3X6 TO CENTER OF OPEN CHASE I1.5' `—,'n Special- Web k - 15 -0=() -'DYER 2 SUPPORTS T --- - SEAN-- 10744 FUR IS4 A COPY vc- *-NIMiPORTANT4* k VDI IB�LE moms - 00 aarCACIM V� TT6E 9TEC/ M"m s al MET w"Af Ia+ Fmw TUTS goI9a an Lav �AauW To aTTID TW MUM LN OaFa88LMM ,PITT TM: 'MMFiL TZ STAI000 QTfW' OT W. "NE =94MMM M af* ftlMWACnl*D cfWk Zo SAUK ctr_X0JM" STEEL UN -M cmuo .SF sffoffL fEEZtOT[: S&WIM&WTS OF JaM woes WMW A. Al LT CO@dX'TVM TV BUM 94OWS AT'EAa dUIOTT VdD LW.AVE AS SMK- SEAFOM VIOTIS As[ V MW MAL W&M ODIEMItl tH M. GF93fi f STAMEWMG COMMM ten. AMk=AaLAE PW"5tfWG rs low am ■ n+T (PCD. :-IVT - MUSS gtTE [Bill MIF- aW - eatT=OLL OT3 OF THIS OESIGN TO £FECTIIU TamEsi mEaut E FSC cxm 4ARNING m "WeLlor. (FwXT7mf um Mae"_f3EE -on-m-. nuc .om awmrs- m.8TT4TT Jam sm 7MS OESM ran A10RI0VA. 3A%l AL POVt*- iBTT aifm6 waauB6.rs. 194AW TTTfEAUSE %4M ICP CHM SKUL aE tAnM -LT BSTyO v"m mvml krrsOER Kvwm %amm llk fwnaT Wim TQTM fuQa CFE.1w Of a rtmi 6 AS fjXXTFIM ON MWOW (W-AM(NE rM% DESUN nTN F6E WTISOMT if"Im UK". ribb6n iCTOfi E, v 15.2.5 `. CA • DESIGN CRIT-TPI-PCT,'l* TC _L A0:0—PSF ©j TC OL. 10.0 _PSF Of Sc OL 5.0 PSF CJ 10T .1_D . 55 -0 PSF Od OUR. FAC. _ _ 1.00 01 SP4CING pea C643M E.& fr30M F -`R.427--5081 �c TE 12101/89 — Wa CAUSR427 9933 5022 ` A LEN. 15 -0 - :PTH 18.0 1� THr F TOP CHORD 4X2 FIR -LARCH Ot 30T CHORD 4X2 FIR -LARCH ft WEBS 4X2 FIR -LARCH STANDARD -ONNECTGR PLATES MUST BE INSTALLED IN ACCORDANCE WITH ;EOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. REFER TO CRANING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: 2X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM ZHORO BRACING @ 72" MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT CDEGUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHEO AT BOTH ENDS TO A SUITABLE SPORT BY ERECTION CONTRACTOR. %R 2X4 Ribbon ,NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN 1 0 `IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS 30 MUST BE NARKEO BY TRUSS FABRICATOR. c TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTEW e PURLINS SPACED AT A MAXIMUM OF 24' O.C. N CNOTE: TRUSSES ARE TO BE SPACED 15' O.C. MAXIMUM. I v CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NQS 0 TABLE 8.18. W /d m O 0 2-0-0 y2a-y0-0 TO CENTER OF OPEN CHASE P 1.5" 1X3 1X3 1X3 3X4 3X4 1X3 2X4 Ribbon • sa_ rtoil •. winNo r t III COWPACIOR FEY 15.2.5 DESIGN CRIT•TPI-PCT K 1.5X4 1.5X4 pq 13X6 3x6 9C OL 5.0 PGF TOT.LD. 55.0 PSF DM . FAC . 1.00 SPACING 16.0 4-0-0 OVER 2 SUPPORTS A-i28f W- 3.50' R -t290 4- 3.50' ILT. TYP.-ALPINE SEM-- 11016 FURNISH A COPY OF TMS DESIGN TO ERECTTOP 0 0 0 U o o .vt� a.st® t+Mc+a ttc �IMPCC3R{TANT1'*seal >m � �vamtEt�t N■i Istaos>i att.><.c'M ARNIi'!6 at naaLsa� E�mt Irlo mr4wm FI saw wtmirClltaNs as /e• aESL7� momm $ 1mr-m-a mmclas am tt■I/Ss ads w2ml v an FA�>uE m Bata n e rmw to aah<wYr! ta■ebwAIN A .r>a.Oo.rmi-.r.0 . a= off= OK ALM ZUA=M aw"r M IPI. f nm OKI mm" "m &am fawc ALL F6aM- -7C=3 ' AM 60~0 01112 771st !'a 6MLQ &A.VNI® .AL$ of a MM /tI0E66Its. waSs f wmnSL A OI�Yg �l UMSM E�tCtEi6CO aF DSM asi PYE A. 9 M UP COC 04" E ta16ELV M&CEN Mli ��■ vaw to aMw snap ar utp Ama re DACE "Tw nofLv A7L0 0 R+r097 9i►ntfR. aa0t- aaam atata CIE A" twirl act= ott*mww Sam mwtm 000 MCTt 1"t0 El 014 0a NGK Qat voAamm mstsu aim NAMICAME sums 1oRS t AS sIQs7® w orStA mom WE t■6 G' O L7 O U O ■� ar0 mf PC". 0[3lim KIN Fum Mua00alt axsew ulae". —At -TRA[ .LtC I■StlanE +NB - 47 SMOL �ls+ 9><nFWArECN VIV ■® C=TWFk G7ta■ COWPACIOR FEY 15.2.5 DESIGN CRIT•TPI-PCT TC LL 40.0 PSF TC OL 10 . D PSF CA 9C OL 5.0 PGF TOT.LD. 55.0 PSF DM . FAC . 1.00 SPACING 16.0 ..z-4'- Ary r :t - Esp.6,10-a f �4q cit ! SCALE - 0.5000 F R427--5201 TE 12/05/89 M6 C USPAZY 68339M rENG A LEN. 4-0-0 .PTH 18.0 42-- !FORD 4X2 FIR -LARCH it - HORD 4X2 FIR -LARCH #1 WEBS 4X2 F IFF -LARCH STANDARD NNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH OUIREMENTS OF I.C:H.O. RESEARCH REPORT #2949. FER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 2X6 03 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO 9E SUPPLIED BY ERECTION CONTRACTOR. TE: --2X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM O`RD BRACING 0 72' MAX- 0-C. REQUIRED. ATTACH WITH `5d NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL1 BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A.SUITABLE PPORT BY ERECTION CONTRACTOR. IMPUTER INPUT (LOADS 6 UI00it-MbIUM51 SUBMITTED BY TRUSS MFR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN 1 n �IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS DATE 12/05/89 ,MUST BE MARKED BY TRUSS FABRICATOR. W=3X4 1X3 C 2X4 ribbon cap-ENs 0/A LEN. 21-6-0 i �TCIP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY -CONNECTED D PURLINS SPACED AT A MAXIMUM OF 24' O.C. _/ s 16 V N NOTE'` TRUSSES ARE TO BE SPACED 16" O.C. MAXIMUM. v ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. m m W CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS W TABLE 8.18. 0 0 N --f TO CENTER OF OPEN CHASE IX3 1.5X4 2%4 ribbon ! v 0 3X8 13X$ 2.5X4 t_5' W=fSi8-3X9 —� OVER 2 SUPPORTS_ , R=770# W- 3.50' -- A-7700 M- 3.50' .T_ TYP.-ALPINE SEQ*r- 64243 FURMSH A COY OF THIS DESISM TO ERECTION COMRIAC70R REV 15.2.5 SCALE = 0.2500 F 10-9-0 , 10-9-0 1 OESIGN CRIT:TPI-PCT FE.c' A427--55200 3 .� MAX. DATE 12/05/89 OA dG CAUMUZ7 8033M2 1.5" 1X3 W=3X4 1X3 30.0' TYP. 2X4 ribbon cap-ENs 0/A LEN. 21-6-0 i DEPTH 18.0 1.5X4 3X8 1X3 3X6 IX3 3X6 tX3 3X8 3X10 \ 1.5X4 2.5X4 1.5X4 3X10 { --f TO CENTER OF OPEN CHASE IX3 1.5X4 2%4 ribbon ! v 0 3X8 13X$ 2.5X4 t_5' W=fSi8-3X9 —� OVER 2 SUPPORTS_ , R=770# W- 3.50' -- A-7700 M- 3.50' .T_ TYP.-ALPINE SEQ*r- 64243 FURMSH A COY OF THIS DESISM TO ERECTION COMRIAC70R REV 15.2.5 SCALE = 0.2500 o d o 0 0 *IMPOATANT*NE �u +ion K�10®.£ fCOUNCT3+ a" a�rwsm rca acs a�=*n0s a � re►rarma � ma a� as Aro Furl A a " be fftm m =w � em tm 'em rn sauorro as• m lnr. .vas jAjms ARNING w r."J c Eeecrm w o.enr..w tirr-s•. sM� am nuts ce"aw v AAo �m.aoaaau -r*►t ac rwa ®ar so Mnf=ra srcue qwo- 1 OESIGN CRIT:TPI-PCT FE.c' A427--55200 TC LL 40.0 PSF 1 TC 'DL 10.0 PSF DATE 12/05/89 OA dG CAUMUZ7 8033M2 n c=3Mi rtwfarw~ qm m LAQ iLLv^mnu =uL =anoolE soa �rnc E.vra.®ns w as$ Aac GpAx .. Awlr a0.[CTCM 4 � FAfs Ar EACH .arr AM laJlE aor sLau" mmms Am r owm w ween orMm w a � mmr w4momm agora .rm .waruac A.oF�..s WOM AA arty wcn. F "Ma ^96. lSwiQ MO litS6E C.3 C7 C=3 C7 [7 r.rpl - rad RASE {Er:2ME +® - "I s& Mum rear aa►cim fama16a3m. WBi onE7wCi "M w Cron SM" E 4MM"T � .nrM !wo/F7tr ArrAC m /Enem mwamn4 mrrar oam rOM %ram mars a UUGK A.o spmfftm m arsnm ab am &" r� MIGH wf" fm laula w zaarmtrcor. CA �' 8C OL 5.0 P5F TOT.LD. 55.0 PSF cap-ENs 0/A LEN. 21-6-0 DUR.FAC. t.00 DEPTH 18.0 data►" wrFm � aarsccnor SPACING 16.0' TYPE SY42-- � r� TOP CHORD 4X2 FIR-LARCH /1 NOTE. THIS TRUSS MUST BE INSTALLED AS SHOWN. BOT CHORD 4X2 FIR-LARCH it IT CANNOT BE USED UPSIDE DOW. TOP OF TRUSS D WEBS 4X2 FIR-LARCH STANDARD MUST BE MARKEO BY TRUSS FABRICATOR. W1 2� 4X2 FIR-LARCH STANDARD fA CONN OR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED 13 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2.949. PURLINS SPACED AT A MAXIMUM OF 24" O.C. A REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CONNECTOR PLATES DESIGNED FOR GREEN LLWER PER NOS v TABLE 8.18. Q NOTE: 2X4 B3 HEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM � CHORD BRACING 0 72" MAY. O.C. REOUIREO. ATTACH WITH W 2-16d NAILS. BRACING IS NOT REUUIRED IF A RIGID CEILING Ltil IS ATTACHED DIRECTLY TO $OTTOM CHORD. BRACING MATERIAL 0O TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. h 0 tote: Trus sws are to be spaced 16" O.C. maxim=. (G) This top chord area designed to support 6-6-G spans from. one side and 16" 1;.C_/B.C. split opposite face and remainder at span. 8-5-5 7-1-3 TO CENTER OF , ' uAX. (C) 4-070 1a6 OPEN CHASE 30.0" TYP. special iaeb ' 2X4 ribbon 2X4'rib5on iX3 3X10 iX3 2.5x-i 3X4 iX3 3X5 1X3 1-5-0 1-1g6-0 i 3X6 iX3 3X8 WI F• C w I' — 3X6 3X6 v 1.5X4 F 1.5* T. t!a. Cot33d5 Exw 6-3tiT33 15-6-6 OVER 2 SUPPORTS rIVI R-6260 W- 3.50' PLT. TYP.-ALPINE SEGN-- 63448 FUPNIS4 A COPY (IF THIS DESIGN TO ERECTI43N CONTRACTOR REV 15.2.5 SCALE = 0.3750 H o o c-=o 0 *IM1PORTANTA* � I.C. MOT FM A ASNIT'16 nra_n6L ewnm .,n [iESIE#1 CRIT.TPI-PC7 REF €3427--50S6 TC LL 40. 0 PSF DATE 12/01/89 o p a C-3 8"EArIfte am � 3�TCATT06 ON ON GE"afMN TTtMLOa.� *Mfr-n:-. 4MOM row TWMM O C= O Q 0 0 0 o rAu mm"M w We FAILUM To Mun 4w mom = �wwow so rF�Adr't0�ti. �Tr'[i . 5Fi TrtTw rW rouKrn suioew YSTW* ar Wt. 4LftW TM3 LWM FSR OMrMUL MW-CtW "a- TC OL 10.0 PSF DRUG CA M427 883 WM O C= C� Q A— AM W~ACM4W FVM M TSOSE C&WMW WBEL NOfl OU"M ri0lf@ AM. J"Sil on�ML-A arOdMM mow t�rM AEUM MM Ti � w CH30 sK>_ sE CA BC �J . 0 PSF CA-EN6 w �RT Q A4b MW A. SOft lATEP LLY aw.M 0/A LEN _ 1X3-5-8 J-Wtr G3d*CV%M 10 30TH c� Ar Fno aVM AAs LM%TE URH r�r A"AOEO OLMM 9EAIMTAT4 TOT. LD . 55. 0 PSF o SHOWL mEAGM AJUTM Alt 4- WO LL IRffi a team 79M. owym 04" KETH 14636 ALM on irrtDt6 QTA[155 aesmw sTAt�rM CMW r "W 4MMAr.E ama9@6 s As �tW m OES39M 00 MT U an -MM AMD rrP1 4tC11 . Numm trm FUW WIA1OMr TtECRD ILEA. OLP. FAC. 1.00 ISPACTN6 DEPTH 18.0 c� ,� _ TT4tc4 MLAIE uetrur w- MR - crowd_ CEUM 'WWMICAMN FM Vt =GUVCTT(W 16.0' TYPE SY42-- rANWAM ni//P TOP CHORD 4X2 FIR -LARCH f1 BCT CHORD 4X2 FIR -LARCH 01 WEBS 4X2 FIR -LARCH STANOARD 4l1- (2)4X2 F.L. Standard CONNECTOR PLATES RUST BE INSTALLED IN ACCORDANCE WITH REGUIREMENTS OF I.C.B.O. RESEARCH REPOPT #2949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: 2X4 A3 HEM --FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72" MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT REGUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. )MPUTER INPUT (LOADS S OIMENSIONSZ_ SUBMITTEO BY TRUSS MFR. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. n IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS y MUST BE MARKEO SY TRUSS FABRICATOR. c to TCF' CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED 33 PURLINS SPACED AT A MAXIMUM OF 24" 0 C. n N NtyTE: TRUSSES ARE TO BE SPACED 16' v O.C. MAXIMUM.CD CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE 8.1B. td 3X6 Q► Q A flI �-2-3-0 -F 2-3-0 ml TO CATER OF 16 5' !!Af OPEN CHASE 2X4 ribbon 2X4 rx-bfiou i%3 1X3 3X4 3X4 IX3 / / 1X3 f 1.5X4 1.5X4 • - N1 3X6 3X6 • 'FiR6-3@-93 � � 4-6-0 OVER 2 SUPPORTS r ryv� j - 8=147# W- 350' P? ­147# W- 3.50' PLT. TYP.-ALPINE SEGN— 63457 FURNISH A COPY (IF TMS DES GN TO ERECTION CONTRACTOR REY 15.2.5 SCALE = 0-5000 X.rm �'B0 pumwm "s *-*IMPORTANT** %au. IDS ee a�oas� ray °'� �. "` ung CAM WARN] F+ tarcUm awcrlsl AM OESI6N CAI T:TPI-PCT REF 8427--5098 TC LL 40.0 PSF DATE 12/01/89 p a mrartm Fxm a*-% smor CArtaFu m Ari' aeaurmw vwm wwc=.Sw -wa-w. IDfar336 mm Iauass CJ O C7 O MIS MSUN A !R aA71.WaE TO MrW M TAMS IA c Q}i9ftN7Y AO IFID�E�Il�10 1VI7 _ sm a c� o o a[ra nF ^ascsrr sTaxum a3rae ¢v tvt. upw comemm rtm am= spa A [Tax rL spEML Few- TC OL 10.0 PSF DAW6 Cd WAW- 88335042 0 0 O O o01"EMM AM "M#Acrw o 1 20 CAME s.L.tarws SWELINKMA Slftft VErTM .3 OF AS7R AMSs. 10R Due no aeammBomm. WSW alwowcgE ao+A TW 000 sant urFaaLr aucED CA Sc OL 5.0 PSF CA-ENG 0/A LEN. 4-5-0 AALY aM&ietEMS row 7aa' M aY E" .soar AM LWAIC ISr(YM PFEFEMY Arrncm KQom mEArwTR TOT.LO. 5S . 0 PSF o TRLW o saner. eFAauai ■WM &W A' W*TWL umms 3Yemm mm. emr�ar oaa iaar RNp <ELLI6 Ca wcus JOUR -FAC. 1 .OD DEPTH f8.L' _ � n� � � �l� �CQ� a AS � a o� m/aY tM "US o ci v a o a ram no gm mcn . am= xty" flit iETAQW DER "D Li lm. .—rar -rapt aA>£ M11SUM - &M - rurrmuL �a-WMFftArffM PW MW CayasLr_rtm� SPACING 16.0 TYRE SY42-- Y i i M JOB: 23100 - . ":IfTHIS" DWG: PREPARED 1 -TOP C ORD 4Y2 FIR-LI.RCH •i HOT CHORD dad FTP.-LLRCH ti WEBS 4x2 FIR-LLRCH STANDAM EXCEPT -AS SHOWN .WI -4f.2: FIR -LARCH !1 CC*WECTnR PLIES MUST BE INSTALLED IN ACCORDANCE WITH RFOUIREMENTS OF I.C.P_0. RESEAPCH REPCMT #2949. REF':R TO DFiANir'IG A150 FOR TYPICAL PLATE LOCATIONS. 4 2Y6 x3 iIERI-FIR OR EIETTER CONTINUMJS STnON6BACK. ATTACH TO EACH TTNIT'S WITH 3-10d NAILS. - STROPIGBACK MATERIAL TO BE Sl*'f4 l D BY ERECTION CONTRACTOR. COMPUTER INPUT (LOADSf8 DIMENSIONS) SUBMITTED BY TRJSS MFF. NOTE: THIS TRUSS MUST BE INSFALLE-D AS SHOWN. IT CARROT BE USED UPSIDE DOW. TtP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOF:. 70P_CHOFtD SHALL BE LATERALLY BRACED KITH PROPERLY. CnNHECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. _ NOTE: TRUSSES ARE TO BE SPACED 16' O.C. MAXIMUM. ALL NAILS SPECIFIE0 ARE COMMON -WIRE NAILS. CONNECTOR PLI.TES OFSIGNEO FOR GREEN LUMBER PER NOS TABLE 8.18. NOTE: 2X4 !3 ITEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72" MAX. O.C. RED-11REO. ATTACH WTTfr 2-16d NAILS. SPACING 1S NOT REOUIRED IF A RIGID CETLTNG _ IS ATTACr'!EC 0194ECTLY TO BOT -70m CHf)P.0. BRACING MATF_141AL TO BE SUPPLIED AND ATTACHED AT ROiH ENDS TO A SUITAfiLF SUPPORT BT FRFCTION CONTRACTOR. 10-9-0 13-3-0 --�I TO CENTER OF 3 Q MAX. OPEN CHASE 5, iX3 1Y3 4: 7 13:3 3X7 i .' X s 3X3` K=3X55 10.0_yP. i — 1X7 3X4 J 1_5X3 3X7 5X3 4X7 4Y12 3X8 3X4 3x8 4X12 2X4 'r: / — —_ gra 1. 5X3 • ``1f- iS t8 -3X9 -- — 24-0—, OVER 2 SUPPORTS PLT- TYP. -ALPIM SEG"-- 30566 r `I Ftxtmjsm t COPY OF THIS DESIGN TO ERECTION RFV 15-0.9 ...E 6assYssas� saw.e.s aE oc .4� ftmm 47U.eE u aim DES ION CRIT TPI: MP o a r ---j o 0 9f IORTANT 9G lE umx on a owspoess[s no am WARNI NG r a.nae MCI bow am d.0 fy 40. 0 ATRUSS orwassm •aw ww wgwwo`asm an aw at rtasaY. mocaa mv -4sr-mr. a cus am Vgmnm t TC LLIn@-- desm. al M /At Ov O mot0 i no= m �RMf 110 4l0atlOr.7f�6+�4] sQ .rw. tsc Qias4t 4SIYSOI soY m' -a a ALMW am amus w Awtomolt sFsu► mum- r TC OL 10.0 1 •sc •�s.c.+wra .444E a Msa 4a4s.�s :.M sass s.ucac smraeans. acs 6*.awr 5_D4r.6a4>r WM srtrss mWANOOMM 11r .SW "M MIN A. 7vC 4� 0010IMU .E utBOq.• ss® � �-�..; BV OL mmv Camorme aso d1on =r Ism.otw s uoa>E .rm wom@LV arrsc+s 01•.01 saasaS • Tor. susses awn ase e arra vacs as amour Baa series ow nM 4116* s Nan d 0aewe TDT.LD.55.Q nsrsr suorrass asssYss 4iar• awisnag sem■elms 4s swcwnw w at�4as_ •wwwarse %* GYA mm. FAC. I .00 ars Jim wvs 0=. + asses acs MINE atrammw scram usaa !F C? cv C o o .ter - raeswasr nen .�-.arss.Y maw. ssf■ecarras.a. saawosEY ar SPACING 16.0 _ - - ` �.;>:: ti�S"_,.;�r,,r.�;: - _ �::3• _ =5`� -mac V _, �' 4 � °L. .4°. ir--�y-r� � -.1Y�. ����� . .r�, w� . _ .s:i 'S..':R�. �Cr•�. _ _, .. _ _. ..._-_ .__ .�-., -a_�__ �a:t�{Y':ttir.' � _-..it'«-.:. -..-. �...•c.E� �rrst..x'�•.�!`�_T_�+.�_.4*;� _7�CxL'ue:. �3a.-v.,23-rC..xr.�:x•t' .r _r-.� .,-i....-. o� SCAt F --0.2500 7 R427--14451 0.TE 05/31/89 LEN. 24 T}) 1 'JM: 24846 THIS DWS. PREPARED FROM COMPUTER INPUT ttiiADS C DIMENSIONIS SUBMITTED BY TRUSS MFR. 0 0 Ca a o o O O O O "-IRE E>snIBum °"COMM nc -YrMPORTANT** 9ou 001 ff1TCt.6MLE ran I.n MVIAT10n Tvo ocm wrWICATroa+ Aw wvsaruw Sb TOP CHORD 4X2 FIR -LARCH *1 NOTE: ]HIS TRUSS RUST BE INSIALLED AS SHDrfNI. n r T LL 40.0 PSF BOT CMORD 4X2 FIR -LARCH #1 IT CAf,MT RE USED UPSIDE DOWN_ TOP OF TRUSS y WEBS 4X2 Flt] -LARCH SIA-hJDARD KJST BE MARKED BY TPUSS FABRICATOR- T1 O O Ci IC= o p TFPJnomw C 111311 faaC=*1t9 VW-FWTS. 1 LM VWWUNTU 90M UP OM sw BE WLAARIT DMMD WITH mdETl. •TTMjm +tnom SHFAIM f, molum DOm r11r1 moo QIL1�G OR an . As azClf rw 01 o ram CD n01 les Ars Ell- (2)4X2 F.L. 01 BC DL 5. 0 PSF TOT . LD. J5 - a PSF CA -ENG N MJR . FAC. J .00 ISPAGING CONNECTOR PLATES MUST BE 1WRTALLFD IN ACCURDANCF WITH TCP CHOW SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED :13 REflUIREMENIS OF I.C.B.O. RESEARCH REPORT 1294-9. PVXINC; SPACED Al A MAXIMUM OF 24' D.C. N REFER TO DRAr!IN6 A150 FOR TYPIiaL PLATE LDCATID-14S. NOTE: TRUSSES ARE TO BE SPACED fro' O.C. MAXIMUM. v } .2X6 *3 tifM!-FIR JR BEITER CCIrITINUUUS STTTON w_ -K. ATTACH ALL µAILS SPE ARE COMMON WIRE NAILS- m TO EACH TRUSS WITH 3-100 NAILS. STRUNGBACK MATEPIAL TO tU BE SUPPLIED BY ERFCTIrJ'rl CONTRACIOR. CONNECTOR PL4TFS DESIG1,14-ED PDR GP-E:EN LUMBER PER NOS N TABLE 8.16. NOTE: 2X4 f3 HEM -FIR OR SE77EP CONTINUC]R-6 LATERAL �TTOM O 10 CHORD BRACING 9 72' MAX. O.C. RECOUINED. ATTACH WITH ID 2-360 NAILS. BFtACIhdG IS tai HEOUIREO IF' A RICAD CEILING IS ATTACHED 01ACCTLY TO BOTTDM CHC>RU. BRACING MATERIAL rTO BE SUPrLIE17 AND AT!ArHED AT 001H ENDS TO A SUITABLE SUPPORT BY EWCT I ON CONTRACTOR. 2X4 ribbon — 1X3 1-4-Oj KI 1 ems I 3X8 1X3 o-Er5 TO, CFNTcR Or 7. 4, M&4_ OPEN CHASE 2.5X4 301 T'tP 1.5x3 ^ Fw=3%4� 2X4 fibbon 2. 5x4 1 .5X ytl 1X3 3x.8 J - aY.3/- Imo' 3X9 303 t �xS -- 3X? ' 2.5X4 , 3 5. a=3x4 Special Web t 20-4-0 UVEB 2 SUPPORTS - R-7361 M@ 3.50- 3.50' w-- CD43845 1 Ry. 630.93 Pi 0161. PLT. TYP_-ALPINE SEAN-- 43411 FURNIS14 A CWY OF THIS DESISH TO ET:ECIION CUITRACTOR REV 15.1.2 SCALE = 0.2E+00 0 0 Ca a o o O O O O "-IRE E>snIBum °"COMM nc -YrMPORTANT** 9ou 001 ff1TCt.6MLE ran I.n MVIAT10n Tvo ocm wrWICATroa+ Aw wvsaruw Sb Mwim "F7D< "mw ewc ARNING IN wlouw_ Wows .e Tt- i1aCM; sm fan-, warns 0000 numv..s DEsiGm mu -TPI -PCT a3EF R427--2$321 r T LL 40.0 PSF BATE 08/: /E9 O O C= O 0 0 0 0 Tnri /LSIW Oi AM 9V.4W TD WUP VW TIUM IS EaWM- R aims "ff wguAU1• SjmmWM 05:TM• 61 lv1 JaPM aMfCnvM CMR01► Jon MxwmJphnCb•-Tfll TF1 THIS DENG* rat 1ln11rOW aesl.z Prwu• TC DL 40.0 PSF DRIf6 CAUWWV 89223029 T1 O O Ci IC= o p TFPJnomw JW %mksJCI(s:® rTw 20 LMW GALWMIRM SEN]. WMJ= tinTe.n% 9o+t *_,TUG NOWWWWls Or &STH 6.46 tAM &. rat. C004MI is TD mTM aaQS .1 *493.JDna am , MLI 5 uo n, w oma; rlmlr Aw a' utw7mm MISS 01w;ft1Y Sow- slmom 6 wwam "Tn U/ft tear Pm,, sva _ 111311 faaC=*1t9 VW-FWTS. 1 LM VWWUNTU 90M UP OM sw BE WLAARIT DMMD WITH mdETl. •TTMjm +tnom SHFAIM f, molum DOm r11r1 moo QIL1�G OR an . As azClf rw 01 o ram CD n01 les Ars CA BC DL 5. 0 PSF TOT . LD. J5 - a PSF CA -ENG {i/A L.EAI. 20-4-0 MJR . FAC. J .00 ISPAGING DEPTH 16.0' O C] O O a O ■a6 Me 1TPI utn . lISIOI WIN r'1"e WU"wn T1TEtTm UTSA. 1 6 . �' c TYPE �71iQ2-- --TVI - TLS1 V< IE 1g6TI1tt%_ MR - 8"T 74Mt WSt9T 9F COI r*I ITY SM %KM CCWIMCrI OY • I ' .�'•: 2310 TP TOP CHORD 4::2 FIR -LARCH it BOT CHORD 41:2 FIR -LARCH Ifi WEBS 4X2 FIR -LARCH STANDARD. EXCEPT AS SHOWN K1 -4X2 FIR --LARCH s1 CONNFCTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH !PEGUIREMENTS OF I.C.B.O. RESEARCH REPORT i2949 - REFER 70 DRAWING A150 FOR TYPICAL PLATE LOCATIONS. + 2%6 #3 HEt!-FIP. OR BETTER CONTINLIDLIS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-100 NAILS. STRONGBACh MATERIAL TO E[ fEU BY ERECTION CONTRACTOR- 14-0-0 ONTRACTOR- T MUTE:. THIS TRUSS MUST 9E INSTALLED AS SHOWN. IT CANNOT BE USEC UPSIDE DOOM. TCP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TOP-CHLAO SHALL BE LATERALLY BRACED WrTH PROPERLY. CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" O -C. NOTE: TRUSSES ARE TO BE SPACED 15' P.C_ MAXIMUM. ALL NAILS SPECIFIED ARE COMMON MIFF NAILS. CONNECTOP PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE 6.18. NO, TL: 2X-4 03 NEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM 'Ct-nRO BRAC 7;4G @ 72' MAX. P . C _ REOUI RED . ATTACH WITH 2--160 NAILS. BRACING IS NOT REOUI4;:U IF A P.TGiD CEILING - IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE. SUPPLIED AND ATTACHED AT 607-c ENDS TO A 5011ABLE SUPPORT BY ERECTION CONTRACTOR. 14-0-0 21X_ W=3x6 3xs 1.5K3 3Y.,^ 1X3 3X3 .3Y 10 3X4 3X4 3Y10 iI=fS78-3X10 -- - — — -- 28-0 -0 OVER C SUPPORTS — T YP _ -ALPINE SEON-- 30587 CIPNISH A COPY OF IKIS DESIGN TO Etc: -TIC ALP•E ERaENe.D NamCrS. uC awmaEs 6*WVRE En..0 7:E - If c. o o XIMPORTANT 9i iF veLL LD1 w mipa max pm m, ir1 ARNi NrU l�rsana .:,,, aw bf- 3.50' � (W"AWIM rrOr T06F,-E SMXZFT"CAZW.. 1& ry iEltalmr DMOW%� -00 7F-. SPACTW. fM •rr8.F4 ---I CL7 rC= TC LL 40.0 PSF INCS QSlO- TA Mn FABAi= TC OULU f1. TRC' IE tOA.WYrLF i7a IIE-laiE.tllr cnrmm �' III' lVS A(AIrF �EPSOrr rap lt�a60�'riQS-trli SJ VMS ff rGm rm t'AMUML Swcuc fm"- - Ly OL we ftmaf&cv/ n A7 S CAL%z Gi VAI .F.i Arm umm%3! or 61.[ls vcwrjwmwn. ua66 VTWMKW —, [ ALA_ IV.EAK % • M[ X1711. rMnVO4WM Or ASW X"r L710[ A- 90r/ 10� OOq CrHI H ia:FTMLL` dY3'V ti SPACIi16 d w r CMMVVCMG w lnro erg ar EaOr aOrr� u� para rE WTI" wr•ERT AWA " PL.A= 9"O.=m O - WkVt. NW -08M M15VM AYE c' WNIML tKM FIT MIM 'WOW 57umrMS ms�par rrl rw at;llGJaiF oParCSIO6 or OM74W Core VtV: IMCM CFalw (V MM=M 9r�L6If33 11S>CLtfai -G -C1 Q --y L1 L, YOS A0 xwl on—n. AS w O6CW m r�li rtg eMiS - ONSIa. W of Fmw ar"Fam f "*ATM usm .. .-.IVI - tufa¢- OLAVE Wsli nar- &Uq - 8"TraWk MMM. SC=IC&TTOA r6 4"m UMG"Mnf oo M= {_A 3Y.ci :Xi 1y 4)34 2x4 3.5' — 18-3XIO ca4 TO CENTER OF OPEN CHASE w SCALE = 0.2500 REF A427--14472.' DALE 05/31/89 ORMG LAUSA4V 89151030 CA, -EM ^-) 0/A LEM. 28-0-0 DEPTH 16.0' TYPE SY42-- LLL N=109n0 bf- 3.50' PFY 35.0.9 oESIGt1 CRu TPI -PC A TC LL 40.0 PSF . *° C DL 10.0 PSF OL 5.0 pSF OT .LD . 55. 0 P5F DUR.FAC. 1.00 �i SPACIi16 16.0" w SCALE = 0.2500 REF A427--14472.' DALE 05/31/89 ORMG LAUSA4V 89151030 CA, -EM ^-) 0/A LEM. 28-0-0 DEPTH 16.0' TYPE SY42-- LLL ARtAl-I - 5 J6N ( 53652 ARtAl-I - 5 J6N IT i I/ /7�329� q O : 1 Z46 , 262g6 '9 r IY 7--3 2 9.5 S 'T 4OB: ,1!N188 Ta° CHORD 2X6 FIR -LARCH *2 BOT CHORD- 2X4 FIR -LARCH *1 WEBS 2X4 FIR -LARCH STANDARD THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP r0 BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 138 FOR -PLATE LOCATIONS ON TYPICAL JOINTS. - ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE. NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 8.92. Note: 2X4 #3 hem -fir or better continuous lateral bottom chord bracing @ 6-0-0 maximum O.C. required. Attach with 2-16d nails. Bracing is not required if a rigid ceiling is attached directly to bottom chord. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. 6X6 5.0D/ 3X6 TC X -LOC L -R: 8.29 6.78 12.88 17.22 23..71 TC LL_TDATE 0/2 CD TCDL DRVG CRusR427 q88294O2l BC X -LOC L -R) 8.29 7.23 12.88 16.77 23.71 tC 0/A LEN. 24 2 COMPLETE TRUSSES REOUIR_ED 5.0/12 SETBACK FASTEN TOGETHER WITH : 16D NAILS TOP—CH ------------------ 15" O.C. WEBS` ------------------- 4' O.C. STAGGEREDLD BOT CH ------------------ 16' O.C. `Z O SINGLE CUT WEB *-2 ENDST1,3,5 N THIS *1 HIP DESIGNED TO SUPPORT 7'11" JACKS WITH NO WEBS. TOP -CHORD -SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED �PURLI-NS-SPACE-D-AT-A-MAX IMUM -OF--24.0. C 3X6 2.5X4 4X6.1.5X3 -n-n 1 7-11-2 1 B-1-12 ALL NAILS SPECIFIED ARE COMMON WIRE NAILS. Use same desio-for one -ply common iiip trusses @-24"''O:C: Extend top chord to hip rafter and support every four,.._ feet. Laterally brace flat top chord with 2X4 #2 or_- better Hem -Fir,@ 24 O.C. with 2-16d nails and 2X41 diagonal brace per BWT-76 figure 6(b). Support hip -raf- ter -with cripple every two trusses (68"). % 6X6 5.00 3X6 2.5X4 { I 7-11-2 , �+ —25--Q:0—OVER-2 SUPPORTS R-21579 W- 3.50' 'LATE TYPE --ALPINE SEON--229BB5 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR iiPtNE ENGINEERED PRODUCTS, INC. ,J TRUSSES REOUIRE EXTREME CARE O **IMPORTRNT** SHALL NDT BE RESPONSIBLE FOR ANY WRRNING IN HAXxi L, ERECTION AND OFISSI 0 DEVIATION FROM THESE SPECIFICATIONS OR ANY DEVIATION FROM BRACING.SEE 'BUT -76% (BRACING, WOOD TRUSSES: EAc=3 THIS DESIGN OR ANY FAILURE TO BUILD T)E TR USSS IN CONFORHANICE COHI£NTRRT fND RECOMMENDRT[ONS-•TPI). SEEWITH THE MURLITT CONTROL'M NUAL' BY TPI. RLPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIRL PERMR- ARE MRAUFRCTUIEO FROM 20 CA" GALVANIZED STEEL UNLESS NEWT BRRCING­REOUIREMENTS. UNLESS OTHERWISE Hp 434 OTHERWISE SNOUN, MEETING REQUIREMENTS OF RSTM ARAB GRADE R. SHOWN, TOP C,DRO SALL BE LATERALLY BRACED O ZO APPLY CONNECTORS TD BOTH FACES RT EACH JOINT AMD LOCATE AS WITH PROPERLY ATTACHED PLTUDOD SHEATHING, ,/'CIVILSHDWW. BERRINI: WIDTHS ARE 9' NOMINAL [UNLESS OTHERWISE SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING1Tf O! C�DESIGN STANDARDS CONFORR WITH APPLICABLE PROVISIONS OF AS SPECIFIED ON DESIGN. DO NOT USE THIS -NOS AND -TPI (PCT). I DESIGN WITH FIRE RETARDANT TRERIED LUMBER.- % --TPI - TRUSS PLATE INSTITUTE. NDS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRICTION 2-0-0 R-2157# W- 3.5D- REY 19.0.9 z SCALE - D.250D DESIGN TC LL_TDATE 0/2 CD TCDL DRVG CRusR427 q88294O2l BC DL- QRR.-REF CR -ENG OTOT.LD. 0/A LEN. 24 OUR.FACPITCH 5.0/12 SETBACK TYPE CSPS - - JOB: ' '1.9168 TOP CHORD 2X6 FIR -LARCH *2 BOT CHORD 2X4 FIR -LARCH *1 WEBS 2X4 FIR -LARCH STANDARD THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REOUIREMENTS OF I.C.B.O. RESEARCH REPORT *2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMEN";ION. SEE DRAWING 138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. 5X4 TC X -LOC L -R: 8.29 6.32 12.88 17.67 23.71 C BC X -LOC L -R: 8.29 8.22 15.78 23.71 In SINGLE CUT WEB Rt-TC:1.4 N V (U) BOTTOM CHORD CHECKED FOR 18 PSF LIVE LOAD. co TO�- W CHORD •BE LATERALLY BRC -FD :•'ITK PROPERLY CONNECTEDPUACAT A MAXIMUM_OF-24- O..C.N, t ��__------,- O NOTE: PLATES ARE DESIGNED WITH A DURATION FACTOR OF 8.92. Iv UI Note: 2X4 #3 hem -fir or better continuous lateral bottom chord bracing @ 6-0-0 maximum O.C. required. Attach with 2-16d nails. Bracing is not required if a rigid ceiling is attached directly to bottom chord. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. 1 N2 -o -o_ 12-0-0 _L12-0-0 2-0-0 J 10 ` 24 -O-O OVER 2 SUPPORTS - " - R-975# W- 3.5D - PLATE TYPE --ALPINE SEDN--229934 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR PLPINE ENGINEERED PRODUCTS, INC. TRUSSES REDUIRE EXTREME CARE. **IMPORTRNT** A>NRLL HOT RE RESPONSIBLE FDR ANY WARNING IN HRNOLiNG, ERECTION AND ,s�OFISSI H i DEYIRTION FROM THESE SPECIFICATIONS DR MT DEVIRTIDN FROM BRACING.SEE 'BWT-n',[BRACING WOW TRUSSES: U H 0ATRUSS THIS DESIGN OR AM' FAILURE TO BUILD THE TRUSS 1N CONFORMANCE COMMENTARY AND REI�EIIDATIONS-@TPI). SEEC= WITTH THE MURLITT CONTROL MANUAL- BY TPI. ALPINE CONMECTDRS THIS DESIGN FOR ADDITIONAL SPECIAL PEFMA-ARE MANUFACTURED FROM 20 DRIUGE GALVANIZED STEEL IALESS TENT BRACING REOUIREMENTS. IALESS OTHERWISE C-0�3495 OTHERWISE SHOWN, MEETING REAUIRETEMS OF RSTM 8996 GRADE A. SHOWN, TOP CHORD SNRT BE LRTERPLLT BRACED • GO 6,x/90 HTPPLT CONNECTORS TD BOTH FACES RT EACH JOINT AD LOCATE AS WITH PROPERLY RTTTRCED PLYWOOD SHERTHING, 0— SSHOIfN,71 S1'AOFROS . BEARING. TCONFORM HS FIRE 9•Y 1 APPLICABLE PRDYISIDNS AS SPECIFImNFL UNLESS OTHERWISE SHOWN. BOTTOM CHORD WION DESIGN. TH RIGID MBO TOT LING OR THIS " (DI CRl1T�a�\ -ROS AND *TPI IPCn . DESIGN 917H FIRE RETRRDAIT TRERTED LUMBER. Y [� [= O C= [= O ---TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION lolzel6s R-9759 W- 3.50" REV 19.0.9 DESIGN CRIT TC LL ..IG. O PSF TC OCL_ 15.0 PSF BC DL (U) 5.0 PSF TOT.LD. 36.0 PSF OUR. FAC. — 1.25.- SPRCING 24.0" SCALE - 0.2500 REF --� DATE 10/20 88-` DRVG CMBR427 B8294D25 CR -ENG 1tJ VO 0/R LEN. 24-0-0 PITCH 5.0/12 JYPE COMN - - ' lur' t;"UHU 2X6 FIR -LARCH #2 - -- bOT "-VSA N Q1MtN`b1UYS SUBMITTED BY TRl1S MFR. CHORD 2X4 FIR -LARCH #1 TC X -LOC L -R: 0.00 6.79 12.12 17.49 22,81 29.60 W2X4 FIR -LARCH STANDARD P]� LT. BLOCKOCK 2X9 FIR -LARCH 91 BLOCK LENGTH = 5.983' RT_ $C X -LOC L -R: 0.00 7.24 12.12 17-49 22.36 29.60 BLOCK 2X4 FIR -LARCH *1 BLOCK LENGTH = 6.983' -! -- - - US£ SAW DESIGN FOR ONE -PLY CCbON HIP-TRUSSES-@24'C'C TOP`CH0W-T0-HIP-RAFTER-AND-SUPPORT' _ 2 COMPLETE TRUSSES REGUI�?ED 1—_ � FASTEN --EXTEND EVERY--FOtiR TOGETHER WITH : 160 NAILS — --- -FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 #3 OR BETTER HEN -FIR @24' O.C. WITH 2-16D TOP, CH - '- ------------ 15" O.C. El NAILS AND 2X4 OIAGOP�[AL SPACE PER BWT-76 FIGURE 618! SUPPORT -IIP RAFTER WITH CRIPPLE EVERY BOT CH --------.-------- 4' O.C. STAGGERE0 --.-------------- 16' O.C. TWO TRUSSES (68"). - HIP x DESI�O TO SUPPORT 7-11-04 JACKS WITH NO WEBS: CONVENTIONAL FRAMING IS N10T THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE CONNECTOR PLATESS KUST � INSTALLED IN ACCORDANCE WITH MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL REOUTREWNTS OF I.C_g,O• RESEARCH REPORT 02 949. PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. ALL PLATES ARE TO BE CENTERED ON THE .JOINT. LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED 8Y CIRCLE OR DIMENSION. SEE ORA.NING 130 FOR "PLATE LOCATIONS ON TYPICAL. JOINTS." TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXI/'EM OF 24' O.C. Bs in'q locations must be marked on truss by truss fabricator to insure proper erection. Connector plates designed for green I>,�ber per NW Table 8_1.B. 2-3X6 T_ TYP.- SINGLE CUT WEB .95--2 ENDS: 4, 3. 5, 7 ALL BOTTOM CHORD SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO BE LOCATED AT APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12") AND SHOULD NOT OCCUR IN PANELS NEXT TO A PANEL POINT SPLICE - ALL NAILS SPECIFIED APE COMMON WIRE NAILS 5X 14 i 3X i0 4X4, 5X14 3X6 DA CF Cj of P]� T� 3X& R=25960 W- 3-50" o a o c, o a cl - c__ -j o a O O a o c en cz::, C= L= C= A�Pi TAS C O a C=:) G'7 r' O 4X4 1.5X4 7-11-4-ti3-8-12 3x4 S18-389 -$ OVER 2 SUPPORTS 1 - 65574 FU6*GSH A COPY OF THIS DESIGN a0 ERECTION **1NP0ATANT** a'0,w 7)[. .�, iCWME UTNEW Cara[ m >!s E ,► ARNING W MUMUrM VRMTZON Me l7fvurmn c+d f� 91MUEMIM S ant an ww ar ION fwW0G -'M wrt-M,', SNUMM WM rra8Mi` Mo amod of wrr cnq.;f>F eq �p rw tRala>: = sD lE's>�BoanOrs.tPtf . RTM n£ 'D}pii7•�' STS QS1L�f' ST 1aI. eLPnE enrWLigls Kw !rats a E=M ;M 7 PW.L awu- .7E rD "'M �...>:� SMU fEsrr �caao fWWOMef. ,. U a ez t an',E lootUrns _ _ _ __W a _W raP oow7 alma 7Ar9f7ltr esfc+af fort• c0OWC7015 90 alar% FPM -S Ar EACH mTrr we Ll1MIF Rune P'a►FR.► a7TfQ� PCS7Om �atnrn�_ amara. 1�muae naris ale A- Banat srElc4 or7is.tTg 9alw. awmw mem 7e a1 alcor lfara76 as ewco6 a6SOfiir Sr••••.•-•• mow %ffT a"v TCIILI aflllSiOG or 36 SCl3C [r�f� M 1>FS.mI no "MM fa '"q ft _ i MMff NW. 4 5.M 1M AM L JQi �Qr a.SE rW6 OFS3' is 731 rww wino r wwirw LSA. e --,2'r - "IJ93 WtrE IASICMrrF em - oenrd.­__.--_ — __- 5.00 2�3g6• � - 4X4 1 L 7-11-4' 0 =19 0-2 R=25920 N- 3.5( REV 15.2.5 13ESI6N CRIT: UBC ;-Ik 0 P_SF AK .0 PSF CA 0`� "LO. -3 .0 PSF 5 DA CF Cj of P]� T� A427--5 A LEN. 29-7-A :TCH 5.0 1 TCP, cHOFID 2X5 FIR -LARCH 02 CHORD 2X4 FIR -LARCH t1 iBOT WEBS 2X4 FIR -LARCH STANDARD WEDGE 2X1 FIR -LARCH Si ILT. RT. WEDGE 2X4 FIR -LARCH 01 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH I REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOK EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE ORAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' TOP CHORD SHALL BE LATERALLY GRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24' O.C. CONNECTOR PLATES GESIGNED FOR GREEN LUMBER PER NDS N TABLE 6. 1B. 5X4 TC X -LOC L -R 0.00 7.73 14.50 21.86 29.50 [1 D BC X -LOC L -R: 0.00 iO.08 19.52 29.60 c SINGLE CUT WE9 0 -TC: 1. 4 D (U) BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD. N CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT qD ADDITIONAL LOADS AT SPECIFIC LOCATIONS_ u PARTICULAR CARE IS ADVISED DUPING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. HEDGE MUST BE CUT FROM ONE SOLID PIECE WITH � LONGITUDINAL GRAIN PARALLEL TO BOTTOM CHORD. FOR PLATING DETAILS SEE DRAWING NO. A131. 2X6 2Xb 0-9-1 0-2-1 A=iO82# N= 3.50' T_ TYP a cm a o o Q r� � o 0 C=3 d C=3 o O t= O O O c CT 0 ALPI o TRU55 Q o o L=3 cr an 14-9-10-04-9-10 14--9-10 7-4 OVER 2 SUPPORTS IMPORTANT** SS, UN—T •11T289 FURNISH A COPi( OFf�t�THIS y� DESIGN TO ERECTIC 1(*IMPOR 1 AN ** vmu 101 moommE FQe AI�NIM mm-nR 6e== b0 OEWLA"M f;r THESE SAWWWAVEMS 01 MW MfATIM F2M IMCXM WE 'err -M. a[as .® Tm assw Q 4w s:&w DE m ammD TLE rns Tr CGMFC04WCE COM WMV /0 f TWft- W0 . WE VCM rw Nami(T SUMO e - HT TPF. app fms D 1 f= ANVIL OWUL P6fOr M£ 4"WAcno" f9m 20 GRAM gmLvmTzm 9mm MOR moci L oma; > wm. OIEES 4irmaw.i ODGUM �l MOM WAUMBOM E 16LM MO GWX A. SMW Lm Dow WILL aE tAUMLr 3UMZX AN11Yconow w = UT(H FANS. n "m jcwT nO LwA.TE WITH POWFUCT ATTIDEO (1.10000 SHM MCOCz SMO. EAMM NEFM ANE !' 10aftE x185 QVM05E 9XW. WnW C W VtM MELD CMM CA SLICM 06m1 sTa mom cowum WITO Apt "MA Psowm=G u spm zea a amino. w tar aE Tms '+®S +rc Er1f acn . OESUR IrM FW fETAMMff TAFATM L04"_ .--rot - MM ilAtE tM7t%nF- XOR - NAMMAC O- fm w" COOTWC(T'OM 0-9-10 0-2-l4 R=1082# W- 3..50' iw KALE _ 0.2500 F 8427--53551 u TE 12/13/89 L 116 CAUSNAV 093Mfll r rEAl6 A LEm. 29--7-4 iTCH 5.0/12 P£ COMN-- DESIGN CRIT: UBO TC LL 16.0 P5F TC OL 15.0 psiF CA BC taL (U) 5.0 PSF IOT . LD. 36.0 PsF DUR.FAC. 1.25 SPACING 24.0' iw KALE _ 0.2500 F 8427--53551 u TE 12/13/89 L 116 CAUSNAV 093Mfll r rEAl6 A LEm. 29--7-4 iTCH 5.0/12 P£ COMN-- xa' r _ - _ _ . �'�•a � : `. sem:. _ .�, .a�;,;as �-.:� ir>A•4 xeZC TNTC nwr_ pa:=PAapn carat rnupitTPa TnmirT n nAna c nTMPtJSTQNSI ' StIRMTTTFn RY TRUSS MFR % TOP CHORD 2X6 FIR -LARCH #E1 . BOT CHORD 2X4 FIR -LARCH #'1 WEBS 2X4 FIR -LARCH STANDARD RT. BLOCK 2X4 FIR -LARCH #1 BLOCK LENGTH = 6.983' CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS T DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS i ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH _ REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES -ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE B.1B. ex8 TC X -LOC L -R: 0.29 6.79 11:21 18.00 i] ' 1; '- > BC X -LOC L -R: 0.29 7.24 10;75 18.00 C USE THIS DESIGN FOR COMMON HIP TRUSSES �24' O.C. EXTEND TOP D 5'F CHORD -TO -HIP RAFTER AND SUPPORT EVERY FOUR FEET. LATERALLY BRACE-FL"A? TOP CHORD WITH 2X4 #3 OR BETTER HEM -FIR @24"Z0"C. N WITH 2-150 NAILS AND 2X4 DIAGONAL.-BRACE_PER-BW? X76 FIGURE 6'(8),v SUPPORT HIP__RAF•TER-WITH-CRIPPLE EVERY TWO TRUSSES 1 -HIP- DESIGtiD_ TO -SUPPORT _„7'-11"JACKS _WITH-NO_WEE_S`-?., N a SINGLE CUT WEB #72 ENDS: 1.3 D - 0 BEAgING-L'OCATiONS-MUST-BE-MARKED ON TRUSS BY TRUSS FABRICATOR 0 ITO INSURE PROPER .ERECTION:--__ - -' fTOP -CHORD-SHALL SE"LATERAL'L'Y- BRACED- WITH -PROPERLY - CONNECT ED? 'PURLINS-SPACED-AT-A-MAXIMUM-OF-24"--O.C. - ;5X14! 7 -11 -4_1_? -1-8 _I 7-11-4 18=0_0-OVERS `2 UPPORTS — R -13@6f W- 3.50" 'LT. TYP.-ALPINE SEGN-- 47651 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR ALPINE EMB>lEEAM PF43DUCTS IPC. TRUMES FEOJZ1E EVIVEE COW o v v v o v **IMPORTANT** swu IW E Ii9PMME Fan MY WARNING111 1nR74A eEtt. AND C= v O v MVI►TIOf MW 71lg SPWITICATIOR CO YR fFT AMN ROM OYU:TM.$ 'SfT-76% OWtom =0 TwAsm C= C v O TMIS 66616/ 06 AIM HE3UE Tv IlLaW "E TAM TO COMPUM014CE t060ffX?r ASO #ccm@w A:Tlom9_ 1 m v- v a Q WITH DE '6VALITr ETANWIS aSTM' 6T 7m. MOIRE m/ELTOB TM OMM VM A00rTIOML W676L 666M- .: o a AfTe AAItFACTtlIM aTsf >n 6A6EE afLra6Tmr Sim MCM /aT WTAmM 80310w6refTs. Ya=Anwm� OTHM E waft 6TDC dom9em w ss" "do wam 0. fafR�Om V L T! �� CA rl� M v AI.PIA .f>ry 5 jVONI Wq To ®L MCD XT 6101 JObn A V LWAV WIN :P106L+' wTT7l0® 1� wo.T: rnftr Ai! ffamrlL s6a wig Geoff. meat aw;�' _ aE>dtll -WANDA N I>!E'061 WM JWaTCAa6P+Tf6rnQOs As 9m/lo. of ' �, Aloe am am ee": T a::-� omlw.a,N�s�[ Tt±nroM► _ o ;IF,,1o.�: a a .-�I - Tfae3 flATf? TIf3iTTV/E .RS - NATIONAL afstfsT sErTnanf2r fOfl.00D msW66 Tis1 3 X 7 ('�o k R-14730 W- 3.50' V 15.1.2 SCALE -=_0.3750 CRIT: UBC. REF A427--3292 " 16.0"PSF DATE -09/01/89 ` 15.0 PSF DRW6 CAuwA27 882�eoo3 *; RIWS 0-� CA -ENG ,:,....._ � -•�,-- 6 —W O/A tENAJ 6-0-0 X2.5 Pi?CN�:O/12> t+ 3!-=�.► ITYPEdib,CIPS—*,rr F TOP CHORD 2X6 - FIFI-LARCH 82 SOT CHORD 2X4 FIP-LARCH #1 WEBS 2X4 FIR -LARCH STANDARD RF. WEDGE 2X4 FIR -LARCH 51 J CONNECTOR PLATES WIST BE INSIALLED IN ACCORDANCE WITH taFOUIF.EFIEPlTS OF I.C.2.0. RESEARCH REPORT X2349. ALL PLATES ARE TO BE. CENTERED CN fHE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WtICN LOCATED BY CIRCLE OR DIMENT'SION. SEE DRA%9 t?dG 1130 FOR "PLATE =OCAT ECRNS ON TYPICAL JOI.P TS . ' WEDGE MUST HE CUT FP044 ONE SDL.10 PIFCE SMITH LONG.EfUOINAL GRAIN PARALLEL TO BOTfON CF+3HD- FOR PLAMIG CETAILS SFE URANI NO€ AI3I. 1 _5 X3 2X.4 5X4 TC X SCC L -R: 01.22 4.R2 9.00 13.16 18.00 � BC X -LCC L -R. 0.29 6.22 11.70 16.00 c C to SINGIF_ CUT WEB #-TC: 1. 4 D l; (U+ SCTMM CHO•RD CHECKED FOR 10 PSF LIVE LOAD. N v ,TO LOCATIONS MUST 8E 4ARXE0 ON TRUSS BY TRt)SS_FAC-�FIdCATOR-m TO INSURE PROPFR-EFFECT-ION. I 4TOP CHORD -SHALL BE LATERALLY 8AAC WI_fH_PA13PEPt_Y CONt4ECTED SU PURLINS SPACEO AT A NAXIMUM_OF 21" . � to O CON lECTGR PLATES OESTC44E-TJ FCP C -REE Y LLMRER PEI. NOS TABLE 6._?.W. I.5X3 7 k -W. 6-,Yt.93 /1* * 2 .5X4 ----.� 2.5X4 -- 2Xel 0 -5-0 0-8-0 5-0-0 19-0_ _ —0_ OVER 2_SUPPOHTS- - — -- t7=G�fi€ A=6823 W- - r ' PET, TYP.-ALPINE SE(N+-- 43371 FLPNISH A COPY OF THIS DESIGN TO ERECTION C 3NTRACTOR REV 15. i .? S:aLE •= 0.3750 4 -mm cW'aFmn °"m`:" vc ,ams aMKUW EVTW E "f' OFSI6N CRIT: SBC [D' F R-427--2627 u — o o Q o * * i MP0AT ANT x ]F awl NOT Ec ris"M aF Cap my -ARNI TVG :M wmtus;, wwcf;.w -w f�Ala; sars.c, wxv 'm -m. Te LL 1� O P,7rATE �S/ 1 �I�� C> Q CI C_l T WIS 9MION UP Wy F*DAiCc V FROM VW (RIS M aa• rTag"M t-JMW ,7MTT MIO r(fAE196�riam& •R.ni ME �...r�Fq -_r.- C:7 :_7 C=l n MC Tir r� '7UILLR S7MOrTia R7R9R' Br �[. "M as..E•Td�t IMS fCM. QV FWt #Wrr W.L 5FET:/E. Mm- � vcC 15 . o PSFRhl6 7 X18 f�jIF. OAMPAC"04M fir A &"AgC &V_VAaREl) S1FH �2s1' NM4 Ci+M:W rt7ff5. WfaG QFrlIMISc SAP_* C, ,�-,eUT!4AMSE �E Tl rim *_vwm9C�,TT9.9F as" 46m CAW A. -Amm116` Tiltlp'iYl Q iLf T[,l� l7MCEfr CA -L BC-�(U)-5'0_PSFA-EtaY u+tr awar.lvs ,a mn cis ar Fwo� .oRur no t.r�2 A .zr,. aa,-Twf wn�a FLTWM 'AWAMes. jTOT .LO _ 36 . Q PSF/A LEN. ig-C-C) �T_19 RCS` c:J vom. fivcw iRm,G LwF_ �7�C1NL 1D�£$ oMIFACi"f 7Q�(. COrRah af3:i UTM a(6[a tro.w LW mw.ac R wss (wmm si-x aw crmff w MFl® �P" [CttLE PPUftStom .F l� i C:F4CU aN lF>[a' d rbom tri we T, = .as•rvR rPrn. �51T7, rfin. Frac EtarRtiwt rrFlr� �ue's�. iJUR.FAC-.��_--2.5-�'IT{;H !_0%1r� =l C= —. F! —_ 7f - rwl/g; :.T. M Mr VIAE_ rC - AFIaw. wsam 3�7:r,SCAi((M'D am !9f-.mtjc"7d,P4cING �a .O� EY c�ai%i-- TOP CHORD 2X6 FIR -LARCH 322 BOT CHMAD 2X4 FIR -LARCH #1 WEBS 2X4 FIR-tARCH STANDARCI CONNECTOR PLATES MIST BE INSTALLED IN ACCORDANCE WITH nEGUIREMENTS OF I.C.B.O. RESEAP.CH REPORT 02949. ALL PLATES ARE TO BE CENTEf1EO G4 THE JOINT. LEFT TO RIGHT ANO TOP TO GGT M14. EXCEPT' WHEr4 LOCAT'E'D BY CIRCLE OR DIMENSEON. SEE ORAW[N!G 130 FOR 'PLATF. LOCATIONS Ota TYPICAL 1t?INT.S.' -X4 Dm 12 5.00 1.5X3 2.5x4 5X4 9-0._0 1 9-0-0 TC X -LCC L -R: 0.29 4.82 9.00 13.18 17.71 UYER 2 SUPPOAfS Be X -_CTC L -R 3.29 6.22 11.78 17.71 T o D C SINGLE CUT WES VTC: 1. 4 OESIGt4 CRIT. {DSC _ 4iEF R427--2.824 � r, C7 r=I O ttFitArrta .cm ntaw smxwzrAviow tat an mvwm, d MtrancL MUM um wac2m sm 'Mfr -ml. 48PAritc ,mei TAt�F.t b ('J) SOTTOM CHOPO CHECKED FOR 10 PSP LIVE LOAD. N CCMC4TM' tlO r{i�Ai1pAT[pt5-�rPt] 4s ^�� _ V TOP-0-�— GHA_ [_ GE LATFPALLY BRACED Wf'-, -I PROPERlL ONNT:CTEO- i C7 F'11R1.INS SPA"FO AT A MAXIMUM OF_24"- O.C. r� 3A o TRUSS o err com*c"+a3 m WIRD Fats At 60, .pTn Am L?d�E -arra. SEAPIM •IMM &V A- WXUMIL U&EM nitn,atw sow. rales r1 rN !RR'ERs A"Ar EO S%WUW W&MLS4 uvr1cm oto vtw a,em rfa.n16 GR TICDG CONNECTOR PLATFS C`FSIGrtEO FOR GREEN E L%48£R PER N(jS N TAGi-E 6.1B. ouR . FaC ._. 1,_ 25_ _ PITCH 5-0/12 _ SPACING 24 .0' ivcc COMN-- 1 _ - KT/91 O rJ 2.s::4 1.5X3 12 � 5.00 �\ 42X4 'la- C043"s la ExF 6-3443 0-6-0 d T t8-0-0 UYER 2 SUPPOAfS =67—i 3.5tt' r'PST, IYP.-REPINE SECIN-- 43344 FUMIS14 A COPY CF THIS DESIGN 40 ERECTION CONTMACTURi RE`f 15.1.2 SCALE -' rJ.3;50 � T o CT o e2 0 �� .vo.e m:o�jce came. r=. *IMPORTANIarX s►au or WE •swscaF , an mrsN: 9001.*- CKnMW cua WARNING OESIGt4 CRIT. {DSC _ 4iEF R427--2.824 _r o CI r, C7 r=I O ttFitArrta .cm ntaw smxwzrAviow tat an mvwm, d MtrancL MUM um wac2m sm 'Mfr -ml. 48PAritc ,mei TAt�F.t TC 1 L 16.0 P5F QATE Qg/ 1 � 1$9 -� C� rMfS GMSOW w Ran FLILWW TO OUItA -Ve rWjM :n fa VXbt*p F CCMC4TM' tlO r{i�Ai1pAT[pt5-�rPt] 4s ^�� C� t= f=.] K1N TM ":1/litY S7M�O IGG38' Br nT2_ YP1rE =W.Vr i1QM CF_.Zr FOR [T'6ML sKL1Y telLa- (7_ TC OL 15, :J P$F CAWG CAU6Rd2'! 08223010 i C7 C=J O C� Qfffl* ALPI �S. i OW M,RAFACIUMM FIs➢ P SW6f_ 9,LvaMa D Si[$ ' aT5E SMM OUTIK A�MnS (w @SIN L"s 4PA E A ,EW VW2M' f ja,,p@'B"S. �ARFW 0T7*Arf� sal 7W OMM 9lLL1 aE t1 %Wjju: �s CA •. �. �L ���1 �5 • O-PSF c&- c&- 3A o TRUSS o err com*c"+a3 m WIRD Fats At 60, .pTn Am L?d�E -arra. SEAPIM •IMM &V A- WXUMIL U&EM nitn,atw sow. rales r1 rN !RR'ERs A"Ar EO S%WUW W&MLS4 uvr1cm oto vtw a,em rfa.n16 GR TICDG ror . Lo _ 36 - it PSF OSA LEN. T'S -O -O .- , .- '"1 v c0 r-� o t� _,..oma , .TTa �n.f;E roo.r-�v6 OFA~ -MS 4m •IFf 1". .-- rot - rwrtn 9t A7E frLcef rUtE SRA - tY,r.Mll a_taf a�rrrrn on ff :,ett. no mt � 011% orsmm tint gra[ tEtaanwr MCAM, 0988 sWr�,-teArrm r� �a,pp Oaetwrnrra, ouR . FaC ._. 1,_ 25_ _ PITCH 5-0/12 _ SPACING 24 .0' ivcc COMN-- 1 _ - KT/91 K JOB: 25432 THIS DWG. PREPARED FROM CC TOP CHORD 2X6 FIR -LARCH #2 TC X -LOC L -R: 0.29 5.20 9.00 12.80 17.71 BOT CHORD 2X8 FIR -LARCH #i -- WEBS 2X4 FIR -LARCH STANDARD, EXCEPT AS SHOWN BC X -LOC L -R: 0.29 5.20 9.00 12:80 17.71 :WI -2X4 FIR -LARCH #1 SINGLE CUT WEB #-SC: 3 :_2_ENDS: 1. 5 C9 CONNECTOR PLATES MUST -BE INSTALLED IN ACCORDANCE WITH =ATr EEN DESIGNED TO SUPPOP.T: - } C_ REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. 18' 0' OF SPAN FRAMING TO THE BOT CHORD - 2' 0' OF SPAN FRAMING TO THE TC/BC SPLIT ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT'AND OF62-P_LF ANO A BC LOAD OF 293 PLF TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 130 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' ,TOP_CHORQ-SHALL BE-L'ATERALCY-BR ACED -WITH-PROPERCY-_ONNECTED 4PURLINS SPACED_AT A -MAXIMUM -OF -24 = O:C. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABLE 5.18. Conventional framing is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek advice by local professional engineer regarding conventional framing. lor-rt—tFil nded connection for 18-0-0 trusses at 24" 0-C. to' chord:=Simpson LD28. See catalog C-89H-1Ing_specifications. ) R D C D a lu V CD lD N y b 0 0 a 4X7 4X7 Na. C1333K45 f Exp 64.1.93 12 i wt 12 5.0015.00 4X5 { 4X5 �1 2X8 8X8 2X8 4X5 _ 4X5 9-0-0 9-0-0 18-0-0 OVER 2 SUPPORTS 4-3089# W- 3.50' A-3099# W- 3.50' % PLT. TYP.-ALPINE SEGN-- 47663 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.1.2 SCAM750 a e o 0 0 0 ALVINE **IMPORTANT** quLl..m eE�rl�wmm `F I w WARNING www Lm - a m .aim DESIGN CRIT: LSC+; REF _R427--3293 TC.6.:D P5F DATE = 09/01 /89: 0 0 0 0 c o c oevuna race aQ sewmiram an 4wr oErl•rtco Fmm Tam oFsml as nalaE VK w.etlo.sff v a -w. wf=es am 7wasW : = -' e; o a AM m nulla MM VM nE 'GWCIW ZIMow WIN N TM. &MEM CCHNECTM JMC"GWOM • nas MUM ani AMOMO LImee,=game- � .c—.. ASF DRMS CAUSPAM-192AM oma ! �eT Pi r1E lrrarJDTt� -sno+ srae aKauluv f AM& 01162 Sawa asTsc araR/6ns ar BtTi � JiII4�E a r+u_.mw1ww= 'm am "M ar Aral 4M. am sr► ffw=W sOK=Q� 000 Teat lC¢�t� �n�:vet:�a . - '�►: ' I�A�EK a .a�. �.k •' - Wa-tN6 1J �✓'v- LMW- . niom.1weio;�►waa�PSF 0/4 LEN? 18-0-0•� C s1oIm1. aEMW 41MM &W f' mMnrt UWM OU6a1[eE sow. arson su+oras mssrl rI1TI 400�:ems oro.= •los ,le .Tnr ecru •• • , •+ • �-. - � -. mow eDI.OK7t o6 %".,4ao10 Z ePsl ma ras�m ei �w�sioiaa+ DOM 616 FM+eaaowf is�anea�: a *^ oUR SE�►c 25 PITCH 5.0 ] 2 =' v •o -,= o +�•••P'-� x.�', .:� •-,PT - - TQM PLATE IIBTIME MM - "4716ML MMIM esECTFICJiIaM cOP �® C�TIOa SPACING SEE 1BOVE TYPE '' COMN-- - CAPREALIAN ENGINEERINGL P. 0. Box 341 CHICO, CALIFORNIA 95927 (916) 891-6886 cAe &A .._.F_........._;_........... ....................... . ............ ............. ............. .............. . .......... ............. ........ ..... ............. ............. .... ........ ........................ ... ........... ... ......... ............. ............ ............. ............. .......... .......... .. ............. . ............. ............. ............. . ........... ........ ... .............. ............. ............. ............. ............. ........ .... rol ........... ........... ...........<...._....... _....._....t ............. .............. ....... ....... ... ............. ............. .......... ........... ............. ..... ............. ............. . ..... ............. 13 ......... ............ .............. .............. ............. ............. ........... ............. ....... . ... ............. .............. . v .............. . ......... ........ ........... ............. ............. .. ........ ............. .............. ............. . ............ ............. ............. ............ ............. ------ X Vy i 11 i ....... .... ..... ..... ....................... . . ............. .............. ...... . ..... ............ ............................ . .............. .............. ..... ............. 1 .......... ............ . ........... ..................... .............. b ............... .............. 741 . ....... ............. ........ .... ............. ............. ? ............. ..... 10: . ....... ........... ............ ............. ............. ............. . .......... i .......... r ............................. ............. .............. ..... ....... ............ ............. ............. ............. .......... .................... ... ... ...... . ..... .............. L ............ .............. ............. . .............. ... JOB SHEET NO. 0 , OF -JAU CALCULATED BY DATE CHECKED BY DATE z ig j: 4p 24 . . .......... .. ........... ............. ........... 30 5 . ......... 1. 9:: `T& %CROP C 614 UW TV al-// C00AZ- IS 7��f7- 7 ff-7" /V95-7- Lr) o /�J Ore 0612 7b r OUT /V.5 ✓ y COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. -S-04-90 ASSESSOR PARCEL NUMBER 42-13-16 ZONING BUILDING PERMIT OWNER Gerard Valcaren hi TELEPHONE 894-2446 SQ. FT. OCC. BUILDING VALUATION 34 R 13 60 OWNER'S MAILING ADDRESS 12 Graceland Court Chico 95926 C NTRACTOR'S NAME ohn Linhart TELEPHONE 342-6563 CONTRACTOR'S MAILING ADDRESS 669 Henshaw Chico 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 13,960 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee 104.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Q$ $ 52.25 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 1579 Muir Avenue Permit fee $ 181.75 PLUMBING PERMIT Filing Fee 10.00 Each Trap 1 2.00 Chico Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 9,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW I 10.006 TYPE OF WORK New ❑ Addition [n Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work:\Additional SQ. Footage _ Permit Fee $ 17.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under a ty of perjury (check one): am licensed under provisions of Chapt. 9, Div. 3 Of the Business and Professions Code and my license is in full force and effect. License No. 3!22-42 0— Classification _� ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.h OR ADONS. ( ACC, BLDGS. , 2h¢sgft8.70 NEW CONSTR. MULTI -OUT _T NON-RESID BRANCH CIRCUITS) 2,50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES ZO@50C e AL@ 30 Ex. OCCup. OUTLETS P(RESID )FIXED APLNS.REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, Inde nify an keep rmless the County of Butte against all liabilities dgmei ,costs nd a enses hich may in any way accrue against sa' unty ' cons nnheng of this permit. 2�cLZ�-A� X Date / 5' otu/.fpplicant — Owncr ❑ Contractor gent ❑ An OSHA permit is required for excavations over 5'0", gep and demolition or construct- structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 occ CONST TYPE TOTAL FEE $ 247.45 HAz CUA �- PARK SCHL � IL PAR � PD D I This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTO OF PUBLIC By. PER EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date -- ipt No. rRe -D.P.W., TELLOW-ASSESSOR, PINK -INSPECTOR, GOL N OD -APPLICANT COUNTY OF BUTTE - DEPARYMENT,OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET �� �o Permit No. OWNER A. P. No. S�o� Z2 Z// Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: — 1. All items have been submitted. — 2. Plot plans in duplicate/triplicate, signed by preparer of plans. — 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. — 5. Hazardous Material Form. — 6. Energy Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and AC Buildings. — 8. Engineered truss details and layout in duplicate (required prior to plan check). — 9. Mobilehome installation data including manufacturer's installation instructions. �0. Fees of $ oZ C/ �s — 11. Chico Urban Area fees paid. 12. Park fees paid. 13. 1 District fees paid. �4. Sanitation approval from _� �� Health Department. 15. City of Chico plumbing permit. 16. Plot plan and business license approval from City of (see City for other requirements). — 17. Planning approval for (A) Use: (B) Parking: — 18. Improvements may be required. Contact Land Development Section of DPW. — 19. Driveway permit (construction approval required prior to occupancy). — 20. Pre -Inspection for required. 21. Contractor's license information (No., Name Style, Classification). 22. Certificate of Workmans Compensation Insurance. —23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑). 24. Recorded copy of Agricultural Acknowledgment Statement. — 25. Letter of signature authorization. —26. 27 When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant Date GENERAL INFORMATION BUILDING DEPARTMENT OFFICES HEALTH DEPARTMENT OFFICES Chico . . . . 196 Memorial Way Chico . . . . 196 Memorial Way Phone: 891-2751 Phone: 891-2727 Hours: 8:00 a.m. - 10:00 a.m. Hours: 8:00 a.m. - 9:00 a.m. Orovi I le . . . 7 County Center Drive Phone: 538-7541 Hours: 8:00 a.m. - 5:00 p.m. Paradise. . . 747 Elliott Road Phone: 872-6307 Hours: 8:00 a.m. - 9:00 a.m. Oroville . . . 7 County Center Drive Phone: 538-7281 Hours: 8:00 a.m. - 10:00 a.m. Parad i se . . . 747 Elliott Road Phone: 872-6308 Hours: 8:00 a.m. - 9:00 a.m. PLANNING DEPARTMENT — 7 County Center Drive, Oroville — Phone: 538-7601 — Hours: 10:00 a.m. - 3:00 p.m. Original — Applicant COUNTY OF BUTTE - DEPAR T,iVVoFd'PUBLIC,WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,-CALIFORNIA 95965 TELEPHONE: 916/538-7541 i PERMIT APPLICATION DATA SHEET Permit No. .50 OWNER % n A. P. N0. Proposed Building Use r • �Building Inspector �Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: r' DATE RECEIVED APPROVED) 1. All items have been submitted . ...... . .................. ........ . 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. t 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ............... ....................... . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation'data including manufacturer's installation instructions ......... 10. Fees of ��.. �........ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... zWw-`�..a_..'~• 13. SchQI. District fees paid .............. ' "! 14. Sanitation approval from i &I) Health Department ' u `yy 15. City of Chico plumbing'permit...............................`...... ? 16. Plot plan,and business license approval from City of (see City for other requirements) t ' 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) - 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of;Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... °Y 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other = i Applicant Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by -phone --mall counter by ..date Contractor, designer, owner, was advised of above required data by -phone -ma il-counter by date Y Plans checked by Date Plans approved by Date Sets of plans on hold in . File cabinet AP folder T r' CC) J Ai aG Copy -DPW COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovilld, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT N PERMIT NO. ASSESSOR PARCEL NUMBER _ / ZONING BUILDING PERMIT OWNER 45e__*r1 T EPHON SO. FT. OCC. BUILDING VALUATION OWN/-:? LING AD ESS "�O IfW CONTRACTO 'S NAME TELEPHONE CO CTO/', '�S,MAI G ADD E55�� IC`'IL/'`/- /L•I!J Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1 $' Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 3 Energy Plan Checking Fee $ IJ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS � Permit fee $ PLUMBING PERMIT FiIingFee 10.00 Each Trap 2.00 �? Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each pas water heater or vent 5.00 USE OF STRUCTURE SF [� Duplex[]Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets E5.00 Building sewer 5.00 Mobile Home S G W 0.00e I TYPE OF WORK New❑ Additiop, ] InRemodelo stallation[] InstallationOther ❑ Describe work: �(/ rLfIC\C� r� Permit Fee $ I Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD•L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. ( DWELLING 0CCUP.ai) OR ADONS. ACC. BLDGS. y2¢sgft % NEW CONSTR. ULT' -OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea (POWER APPARATUS e) SINGLE OUTLET CIR. I / EX. Occup( OR FIXTURES 20@506 BALD 30C FIXED APPLNS. OR Ex. OCCUp. OUTLETS (RESID.I EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee S , Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation --- permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $3Q� occ CONST TYPE TOTAL FEE $ 4��-- HAz CUA PARK SCHL FLD PAR PD HD ISSUE This permit is Hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date rionCoe, ipt No. -O.P.W.. YELLOW ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT s' /6 , Z4' 11V CoK9467r 7�Ec-CeN oN 9 g- q., �., 7� L_ n i Inc ��►�; BUTTE couNn BOILDING DEPARTMENT APPROVED. SUBJECT: �/?vss � Z�U•G .� � y 54jr •70 CLIENTS NAME COOKeSSOC1ATES JOB DESCRIPTION `""""""""' `�""""""" 6066 •AAI[ AV■NU• 000VILL1. C4\J/OIW49^ 66616 459c09Z JOB NO. Ze l9 _. SHEET OF 1-!E. SHEETS R S�O-moi.A.16 �. . 4) �/4,y) Ile) (/7o) /9� S� 4f Uiti/��s.�i f,�/t�% �i���o . D. C S :�•aic. QG vSa x �= ZT �w D•3o Q aFE si , i s % O r���� � C<��� Ne- a1p fw I,c/ 12 F v AIRF®� SUBJECT: 890 CLIENTS NAME JOB NO. 92 COOK- OCIATES JOB DESCRIPTION s"""""'"" °O""""A""' D womo WA *C AVopwug SHEET Of ' /7 SHEETS So / ?' �7_' L/ d5: �(57F_ I Al FD) L clfs. I//C.c. ���/�? Sftaa FA CLIENTS NAME 600;/L a'S/ f lJ C z t T1 (,C�FS j SUBJECT: C5 go CLIENTS NAME JOB NO. COQ 9'' ASSOCIATES JOB DESCRIPTION -Pwljo C0111WLTANT� - AT 8060 AApic AV�NUt OAOVRL/ . CALSPCWWAA *BMW r �j SHEET Of SHEETS •",3..#'^.f -'1C•' _ A. L ., wl,. ,.v+'. ..-.-"_moi a-35_�- rb,- _. a -z,~. . _ _ . a No) A, PoD t,7 c�s W ; 34q w muffin T,)ow«J q Sae /ft 'Ac 14 1) jj w� 3 - 77� '� ?'5oc.TS S;a> `K8(79 7) = 13, 87 a lac/ <I ii -L -f 60 G c. c ZY0 JS izW'h I� s GD ��� A,C7 � � RA -dl.& L eai 6,rT eA Zr (/o /- C)S Cm 6 La FraWng mLTf,40ckin ewl' 3/ 1/93 SUBJECT: CLIENTS NAME JOB N0. cl?9 09 Z COOK--eSSOCIATES �j�� Zv � 11, 4i y moso WA 9( AWGNUDATE JOB DESCRIPTION eoNeuLTANTe wT - - - oaov"O . CJAPOMMA Dewe SHEET 4 OF SHEETS '1 7-- 04-&A. ---------------- G sad 0 � � c�,�I�-- S H� A rZ. SSS' �� T '✓ 4:4 --AR, U)Arf-.._ J/U,71 U/ : 0.6z-1 2 .� 2f 'l � 2 /G m, o.� Y- q0l 3 X270 A 136' lc,- S'S/S-N = 31 y l S Cr. 3•� �/2GJG � 3 ti ''rr pp 7i �33k� rM c ECT: 13��rs �_3 0• c CLIENTS NAME JOB N0. 'Erg 4:>92 COOK ASSOCIATES J08 DESCRIPTION "mrausaN' `oN""'AN" D •OHO •AAI( AV�NU■ __ _.___ _. _ .. OgOVR.L/ . CAU/CAIMA bD" - SHEET Of. SHEETS I ��z I'll VE i 0.13062 xp. 3/31/93 CLIENTS NAME JOB N0. 'Erg 4:>92 COOK ASSOCIATES J08 DESCRIPTION "mrausaN' `oN""'AN" D •OHO •AAI( AV�NU■ __ _.___ _. _ .. OgOVR.L/ . CAU/CAIMA bD" - SHEET Of. SHEETS arelz /-rvc Go/ • . 71Sf lG = .38 Srsi' %7ltiG�J C�on✓J �LOG2 /�.d � pfd : - S,� sF /7�► til.,c.. Low � �T 4/1, L L 56. L L ci ./v c, 2000 4Z r �4 v F7-� A73 /' �a �� S a s SNc•�..�� es o . ?o 0 S.�yf �roc�2 1��JL !�/a - (- /G Z s 1305, ✓ 2Z X o v F vc SUBJECT: CLIENTS NAME1 •. JOB NO. COOK ASSOCIATES JOB • DESCRIPTIONCONKKTAMr. 0 T -8060 IDA 0( . AVENU■ - - _ OAOVRIA . V.AVOIWA 6Q SHEET OF ` !� ` SHEETS m WOOD BEAMS -SAFE LOAD TABLES Fb SIZE OF 900 1000 1 1100 1200 1 1300 1 1400 1500 1600 1 1800 2000 BEAM 8'- 0" SPAN CONT' w 8460 9401 10341 11281 12221 13161 14101 15041 16921 18802 8 X 10 w 1057 1175 1292 1410 1527 1645 1762 1880 2115 2350 Fv 89 98 108 118 128 138 148 158 178 197 E 682 757 833 909 985 1061 1136 1212 1364 1515 w 9092 10102 11112 12122 131 14143 15153 16163 18184 20204 6 X 12 w 1136 1262 1389 1515 164 1 1767 1894 2020 2273 2525 55 Fv 107 119 131 143 179 191 215 239 E 563 626 688 751 3 876 17861 19052 1126 21434 1252 23815 w 10717 11907 13098 14289 15480 16671 10 X 10 WF 1339 1488 1637 1786 1935 2083 2232 2381 2679 2976 v 89 98 108 .118 128 138 148 158 178 197 E 682 757 833 909 985 1061 1136 1212 1 1364 1515 w 10510 11678 12846 14014 15182 16350 17518 18686 21021 23357 4 x 16 w 1313 1459 1605 1751 1897 ' 2043 2189 2335 2627 2919 Fv 145 161 177 193 209 226. 242 258 290 322 E 418 464 1 510 557 603 650 696 743 836 929 w 12398 13776 15153 16531 17908 19286 20664 22041 24796 27552 8 x-12 w 1549 1722 1894 2066 2238 2410 2583 2755 3099 3444 Fv 107 119 131 143 155 167 179 19.1 215 239 E 563 626 688 751 813 876 939 1001 1126 1252 w 12529 13921 15314 16706 18098 19490 20882 22275 25059 27843 6 X 14 w 1566 1740 1914 2088 2262 2436 2610 2784 3132 3480 Fv 126 140 154 168 182 196 210 225 253 281 E 480 533 1 586 640 693 746 800 853 960 1066 w 15704 17449 19194 20939 22684 24429 26174 27919 31409 34899 10 X 12 w 1963 2181 2399 2617 2835 3053 3271 3489 3926 4362 Fv 107 119 131 143 155 167 179 191 215 239 E 563 626 688 751 813 876 939 10011 1126 1252 w 16517 18352 20187 22022 23858 25693 27528 29363 33034 36704 6 x 16 w 2064 2294 2523 2752 2982 3211 3441 3670 4129 4588 Fv 145 161 177 193 209 226 242 258 290 322 E 418 464 510 557 603 1 650 696 743 836 929 w 17085 18984 20882 22781 24679 26578 28476 30375 34171 37968 8 14 w 2135 2373 2610 2847 3084 3322 3559 3796 427 4746 X X Fv 126 140 154 168 182 196 210 225 253 �SS10,,8^I E 480 533 586 640 693 746 800 853 w 19010 21123 23235 25347 27460 29572 31684 3379 �' '80r1 422- 12 X 12 w 2376 2640 2904 3168 3432 3696 3960 42145' UR �7 2 5280; Fv 107 119 131 143 155 167 179 1911;, 1�5 9 E 563 626 688 751 813 1 876 939 100x1 i3o A w 21642 24046 26451 28856 31260 33665 36070 3847`'13328 4 0 3 10 x 14 w 2705 3005 3306 3607 3907 4208 4508 4809 cf'°5'4110 60� Fv 126 140 154 168 182 196 210 225 E 480 533 586 640 693 746 800 853 9(50. 066 w 22523 25026 27528 30031 32533 35036 37539 40041, 45046 50052 8 X 16 w 2815 3128 3441 3753 4066 4379 4692 5005 5630 6256 Fv 145 161 177 193 209 226 242 258 290 322 E 418 464 510 557 603 650 696 743 836 929 w 26198 29109 32020 34931 37842 40753 43664 46575 52396 58218 w 3274 3638 4002 4366 4730 5094 5458 5821 6549 7277 12 X 14 Fv 126 140 154 168 182 196 210 225 253 281 E 480 533 586 1 640 693 746 800 853 960 1066 7f; Ir 4Z ESSi r I r 062 ' m Exp. 3/31/93 I , _ (� N 3 R I F OF C a J t I , i C Io I i 6,00 f r MNMNPIqL ■ �rw `•, C%N 1P ;3 11 IP Al Or �. - VIt . ANI It., 1400o'! Qk CA I A- .10/Vl OF 1-4 1 l V Y a �o N t *\ /31/9 / 11`1� 41t2w000lrawi jS- ,e J 0 H N C.0 L M O & A S S 0 C 'I AT E S M N +-4 1 N co CO BUILDING DESIGN rG 0 A V— O Cd 9 1 6.4 8 9 4 9 1 3 8 3 I 41 5 m 3 8 6 A 4 5 1 4 "o JO PI _ � X\,, L.W IH911 L—I�Ji elf w - 1� f 54„ evx 10 � e lob 3S' .c, /VP -ICS FT I S� oa X14 �.�SoLiD 1�LK� GI --SIMF'�o L -q0 F c,��t.G�IG 2xG �P5 @ Ido"m,c- 4xra iMif,- $NIDD" 4x4 �ti1E� FC*T l ,!9mP O HP -7 G� COFWW-5 W/3-- 1 V ',O X 21 a' *T ZoV () ToT9 ..(4•Tdt�- ►� � �/ti'- 1011 Y IA: w Es /3062 3/31/93 SUBJECT: (44940e CLIENTS NAME .� JOB NO. 8�0 COOK- y"" �+SSOCIATES Q •�� JOB DESCRIPTION e0aG-0 m oaAwK--Av ANT■ ffNu■ DATE 000VIL .R • GUfoAN1A 00946 SHEET I OF SHEETS f ,!9mP O HP -7 G� COFWW-5 W/3-- 1 V ',O X 21 a' *T ZoV () ToT9 ..(4•Tdt�- ►� � �/ti'- 1011 Y IA: w Es /3062 3/31/93 SUBJECT: (44940e CLIENTS NAME .� JOB NO. 8�0 COOK- y"" �+SSOCIATES Q •�� JOB DESCRIPTION e0aG-0 m oaAwK--Av ANT■ ffNu■ DATE 000VIL .R • GUfoAN1A 00946 SHEET I OF SHEETS ;4�0 _sus z�S•a i 52 = X a'd -29!�,'o o� 2 sh q-010 ,� 7 �� -4&a1Ll �V-4� 1-��/� ��iv ado 0 COMPUTER METHOD SUMMARY Page 1 C -2R ------------------- Project Title.......... Vugrenes Triplex Date........ 08/02/89 Project Address........ Goodspeed Street --------------------- Durham California Documentation Author... Donna Wallace Building Permit # Company................ Donna Wallace Telephone .............. (916) 893-4982 Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. Field Check/ Date Climate Zone........... 11 --------------------- MICROPAS3 v3.01 File-VUGRENES Weather-CTZ11 Program -FORM C -2R User#-MP0995 User -Donna Wallace Run-Vugrenes- Triplex ------------------------------------------------------------------------------- MICROPAS3 ENERGY USE SUMMARY = ---------------------------- = Energy Use. Standard _ (kBtu/sf-yr) Design = Space Heating.......... 25.40 = Space Cooling.......... 16.55 = Water Heating.......... 18.02 = Total 59.97 Proposed Compliance, _ Design Margin = 15.64 9.76 = 13.50 3.05 = 30.79 -12.77 = 59.93 0.04 = *** Building complies GENERAL INFORMATION Conditioned'Floor Area..... 2764 sf Building Type .............. Multifamily Building Front Orientation. Front Facing 253 deg (W) Number of Dwelling Units... 3 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 22528 cf Footprint Area ............. 1856 sf Slab -On -Grade Area......... 1856 sf Glazing Percentage......... 12.2 % of FA Average Ceiling Height..... 8.2 ft Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor Vent Special Cond- Area Volume # of Thermostat Height Vent Area itioned (sf) ( cf ) Units Type (ft) , ( sf) - ------------------------- --=-------------- ------ =-------- Yes 2764 22528 3.00 Setback 8.0 n/a 4 I 7 TOP CHORD 4X2 FIR -LARCH #1 OCT CHORD 4X2 FIR -LARCH 1 WEBS 4X2 FIR -LARCH STANDARD W1- (2)4X2 F_Lc Standard CONNECT"OR PLATES MUST BE IP45TALLEG IN ACCORDANCE WITH REOUIREP4EfNTS OF I . C. B.O. RESEARCH REPORT #2949. IREFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: 2X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHOAO BRACING is 72" MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS tIOT REQUIRED IF A RIGID CEILING 1S ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE y SUPPORT BY ERECTION CONTRACTOR. 2.X4 ribbon _- 1.5' 3X3 �� t 1X3 E 1-6-0 � 3Xb (VOTE: THIS TRUSS MUST BE INSTALLED AS SHOW4. n IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS y MUST BE MARKED BY TRUSS FABRICATOR. C TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED m PURLINS SPACED AT A MAXIMUM OF 24' D.C. L Pt: TRUSSES APE TO BE SPACED 16' O.C. MAXIMUM. `P CONNECTOR PLATES DESIGNEO FCR GREEN LUMBER PER NOS TABLE 8.18. L4 0 0 4a 7-1-3 TO CENTER OF 10t t��6' HAX. OPEN CHASE . t 30-0* TYP. Special Web • , 2X4"ribbon 1%3 3X6 tX3 2.5X4 3X4 1X3 3X6 1X3 1 � 1-6-0 3X6 1X3 3X6 1.5x4 3X6 �- 1.5' -1575-8 OVER 2 SUPPORTS R=5Es2f 48= 3.50' R=te K- 3.50- 'LT. 50" 'LT. TYP . -ALPINE SEGt#-- 63461 FURNISH A COPY OF THIS DESIGN TO ERECTI4 O C7 O Q a C3 aLafYE aisumm" �UCt% INC. IW/G51E5 IE1 mm fxvvww CYE IMPORTANT** guLL m I£ fewammE fw wvWARN-tNG TIl lfim"WL EIFt1M 110 r-3AR 7 O ae1"TIV/ r_=K W4M SWMICli' 6 M !R IEY1Af WW 611C8Z.SW -Mf-W OW=M Ism MMM C] C= T109 CE -'M M AIT F#-& ! TO am TME TIf= a CtaWM&aCF UM86WJPV pp +FW'WO" m6- wil . WE C=3 3 1= wzm 1w 'QISYl/T ST"apm WIM, BC TMT. .Ph 1109 011 fm 4="M 4L WELIAL AFSluI- cc] +M ftMWACTW� "Oo M f. kM mVAGZ O :7 ML WW QaIIC= arojMMM s. 1111LES6 f11Ew[M � LPIO Oi16iI5E gflfE iFiDO �j®M OF ,691 GE calve A. gall TIP <MG FML 9E UIiMILT SFXU= pC= IST DOO2'ClOf6 IO ifM f&¢s AT 6101 ATI" XM lOM atTN GmBIT aTTAflm PCT7— 9EAAIVL� [= I� 9411. sE,wnec M:OIIlS YE [• rAmCt OATS 90r1. [$ftTall OaO llt Jl (H60a aE9.I1S Qa 9MCIpE C'= +sS1�1 S7a10egf; COi'.ilr YITN �R111:1A.E v10vI5[bFi 6 AS 9EflivT1 Ill OE^�91. OD �Q► t!� �ft5 +fps me art &nl. CS70/ 10111 f 6 GET,ap181T MUT® LOO". G=, G7 1— C3 C7 O ---'Pt - Tag{ PI_Are I11S1111pE tf14 - IMiIVpIL OF3ml 'iEC]ilCiliml 'a! wow mIBIRtCiei ml No. C04 -43A5 FW 6.3C-93 ACTOR REY 15.2.5 SCALE = 0.3750 DESIGN CAIT:TPI-PCT AEF 8427--51010 TC LL 40.0 PSF GATE 12/01/89 TC DL 10.0 PSF DRWG CAZIMV W3W" CA 9C OL 5-0 P5F CA -Em TOT . LD . 55.O PSFO/A LPN. 15•--6-8 DUPR.FAC. 1.00 DEPTH 18.0' SPACING 16.0' TYPE SY42--- e TOP CHORD 4X2 Flea-LAHUM 01 BOT CHORD 4X2 FIR -LARCH I WEBS 4X2 FIR -LARCH STANDARD H1- � (2) 4X2 F.Z. Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REGUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949_ REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: 2X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING @ 72' MAX. Q.C. REaUIREO. ATTACH WITH 2-t6d NAILS. BRACING IS NOT REGUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 2X4 ribbon 1x3 —� 1X3 l/ --_J 3X6 �Jl JJ NOTE: THIS TRUSS MUST BE INSTALLED AS SHC*WN. 0 IT CANNOT BE USED UPSIDE DOWN. 'OP OF TRUSS D MUST BE MARRED BY TRUSS FABRICATOR- C W TOP CHORD SHALL BE LATERALLY 89 ACED WITH PROPERLY CONNECTED 33 PURLINS SPACED AT A MAXIMUM OF 24' Q.C. N NOTE: TRUSSES ARE TO BE SPACED i6' O.C. MAXIMUM. '4 CONNECTOR PLATES OESIGNED FOR GREEN LUMBER PER NDS vD TABLE 8-1B. td Q� 0 N A) _r 7-3-i5 Special -Web 30.0 ' T/P . TO CENTER OF OPEN CHASE 2X4- tibb-ft �UX3 1-5-Q 4- I- i6-0-0 OVER 2 SUPPORTS - A=5680 M= 3.50' R -5E8# W- 3.50' PLT. TYP.-ALPIINE SEON-- 10744 FURNISH A C.APY OF THIS OESISN TO ERECTION CONTRACTOR PEV 15.2.5 SCALE = 0.3750 0 0 0 0 0 0 O O r C O Q O Q C� 0 0 0 0 C' O yt .�I O O a M` 0 � � O _ 0 0 o o "[WE r o aans:s ac- 'mems an�vaE EETSONE a� NI14PORTANT** 96ti roT mE� Frwl MI ARMING ie isrnvs Ia[crr0T cee t-rurUMCE r OeM WM=V r.TI06 W UK IW""IM WnCns-� 'ft"!m . momm. wow n�T. 4T5 BISM On L+7 F&nLUW fO MU.0 TW fMM I!T =61OP". X OOVrf/FY X00 T�DOa4d�fD06+(P[1 . WE grm nW -a7M_M SIIiO+.e eSM' Or rPT. "m MS DEEM wn •aonWm%L Wcl.c FEWA- ..W WMWACr�o &WN 20 � �.� n9" @M#CnS fIESA0�rrs. vats& anFF.cm anou0m 90*L Warm TEanw wam ac xsm "" Wam A. Saw 1m oav swt M &AMMILLT 6eUM0 �. �s M Orn eYFs AT fmm Jaair so c�sE �/nN a W*! t• ArrOAMC� FLWO o 9EAn[OR SDK- sFJi6M MOMS AW •' =F[aq vagi. OM"wim ^daTM. BE'fT7l1 tlai0 WTH mwo CFA -M W 8N[V6 �. s Amm m cows= � J4%14_ � PTLvisTTas S Qwri m w aesam w"ame -"as f?I !ICD . Q.S7CM VIN Fmw SETI/RIM(T tiEa7[n UNEP. CA OESIGH CRIT:TPI-PCT REF 8427--5081 Tri �..L �O . V �7r" TC OL 10. 0 PSF 8C DL 5.0 p$F A �y TyT .LD . 5 . 0 PSF DATE 12I0�/89 DRW CA�7 XM CA, -EK C 0/A LEN. 16-0-0 r DUR . FAC . 1.00 DEPTH 18.4 $PACING 16.D' TYf'£ SY42-- :•vc - .ales a,.ce 0 -'-IMS MM - WAVM4.« SFO IFICATmn FMA Weoo MOMC d-At /l3 T 30T CHORD 4X2 FIR -LARCH S'1 WEBS 4X2 F IF�-LARCH STANDARD -OMNECTOR PLATES MUST 8E INSTALLED IN ACCORDANCE WITH gEOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IEFER TO CRANING A150 FOR TYPICAL PLATE LOCATIONS. DOTE: 2X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM �HORD BRACING @ 72" MAX. O.C. REQUIRED. ATTACH WITH 2-16d NAILS. BRACING IS NOT DEOUIRED IF A RIGID CEILING CS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SPORT BY ERECTION CONTRACTOR. 2X4 Ribbon T 1 -s -D NOTE. THIS TRUSS MUST BE INSTALLED AS SHOWN. 0 IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS 30 MUST BE MARKEO BY TRUSS FABRICATOR. C N TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED D PURLINS SPACED AT A MAXIMUM OF 24' O.C. A N NOTE: TRUSSES ARE TO BE SPACED 16' O.C. MAXIMUM. '4 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS m TABLE 8.18. !J Id m O 0 w 2-0-0 2-0-0 TO CENTER OF OPEN CHASE 1.5' 1x3 1x3 IX3 3X4 3X4 •1X3 2X4 Ribbon surd rnrrLS'l R 1.5x4 1.5X4 M 3X6 3X5 i,I - L- Ay yM EAS 6Ja93 t 4-0-0 OVER 2 SUPPORTS ! a,,ff4 R=428# W- 3.50' R -t28# k•- 3.50' Cu PLT. TYP.-ALPINE SEGN-- 11016 FURNISH A COPY OF THIS QESIGN TO ERECTION CONTRACTOR REY 15.2.5 SCALE = 0.5000 0 0 o a=3 o o *IMPORTANTO* 100" AM M etpoamuEFM ARNIiV6 ae "WeLlm eeerme ,a0 DESIGN CRIT:TPI-PCT REF R427--5201 TC LL 40. 0 PSF DATE 12/05/89 0 0 0 o It" s OEVUVmr areWa s nor .WN sRtgtCAa .r 'Mr-011'.paA SW 'Mr--. �rn,c "® fWAMM r� O O 0 0 a 0= ret EDS caa AIN FASIAM 10 MULZ TE r7« V C"1110460=m ewl— 61 M- 802E S'CIre aE '411WIL ► sudes MESIMo IWARS' IM Q[�OoiitOwrPtJ . i noe sat AoMAWML MIXTAL F�e�er- es w 18C TC OL 10.0 PSF ICA-ENG ORMB CAll9t�tty @8339000 am arlaw0= 1m MOS' N M" GAAMIA N t� IOU= IFIRIU Mill of ASM A4a qm" RMCUO AE0�8mm. rtxm =%*NKS start RIP 000 4aYL at etr MACH CA DL 5. 0 PW c A�p1 +saa sa[L NMI= QUM A. ae uea O/A LEN. 4-0-0 c away .me: e7 Am ua GM SAr J=ft A M aacarc mg �uoR. aneea e.eetr As® .aora IVWAMIti TOT .LO _ 55 . O PSF Ot1 tH 0611116. EAP= •INIM YE A- aOO1ll OLES EAa[g 90 OI mTl000 M[M aystp aW OI NCK Z O DUR.FAC. 1.00 DEPTH 18. 0, TFUSS �=, s.� mf.R .era As.arcua¢ .aUS'tslOrs dF AS �® e. CV-1-01AID""car r.o 0 o a o v o rQ aa0 �r VCS'I. MS [01 NM FtE ETAS' VIT OXX BID US®. ,_ter . ?ALM Arc lomt>+etE Am - 4"SCI AL yrsl .t vama =cts-aarsa►.® dna SPACING 16.0' TYPE SY42-- i,I - L- Ay #ORO 4X2 FIR -LARCH ft CHORD 4X2 FIR -LARCH f1 WEBS 4X2 FIR -LARCH STANDARD ONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH EOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. F_FER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 2X6 03 HEM -FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. :OTE: 2X4 f3 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM HORD BRACING 9 72' MAX. O.C. REOUIRED. ATTACH WITH -16d NAELS_ BRACING IS NOT REOUIFIED IF A"RIGID CEILING S ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL O BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE: UPPORT BY ERECTION CONTRACTOR. iOF-- 9 U 1x3 1.5' 2X4 ribbon 1.5X4 i 3X8 1�0 10-9-0 3.1 MAX. 1X3 1x3 3x6 1X3 11 no i NOTE: THIS TRt1SS MUST BE INSTALLED AS SHOWN. n Ii CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS D MUST BE MARKED BY TRUSS FABRICATOR. (�f A427--rj2QD C DATE 12/05/89 O Le TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED D PURLINS SPACED AT A MAXIMUM OF 24' O.C. 1 PSF DAi1G CA SWZY 8OM9002 RI NOTE: TRUSSES ARE TO BE SPACED 16' O.C. MAXIMUM. v ALL NAILS SPECIFIED ARE COMMON HIRE NAILS. CD m PSF PSF CAT 0/A LEN. 21-6-0 CONN=CTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS W TABLE 8.18. 0 0 O N W=3x4 3030.0' TTYYP. r 1 3X6 l tX3 3X8 3X i0 1.5X4 2.5X4 t.SX4 3X10 --i TO CENTER OF OPEN CHASE 1X3 2X4 ribbon 1.5X4 1_y ° 3X83xs 2.5x4 t.a' W=#SIB-3X9 OVER 2 SUPPORTS 8=7704 W- 3.50" P-7700 W- 3.50' R.T. TYP.-ALPINE SEM-- 64243 FUFMSH A COPY OF THIS DESIGN TD EREC71ON CONTAACIOR REV 15.2.5 SCALE = 0.2500 •-I 0 o a o C= 0 o oI a1RAiI01 *IMPORTANT** �u w+ � �a 0"WARNING VC w�wa3� E cow rmI nEs srArmw 00 �cA.. ewrcnc.�E sn_R• a nom n� DESIGN CAIT:TPI-PCT (�f A427--rj2QD TC LL 40. 0 PSF DATE 12/05/89 O O O C� 0 O1n �M ce2smd III Nr1JM r0 �O AE VNIM d One 00"dw twwwww !I NA) fE�4�mnlO - rn, at M 'UMI" sftO es• eT "- . "UK TMts MUM Taw AMCMML WkCIAL RUTA TC OL 10.0 PSF DAi1G CA SWZY 8OM9002 C_r r�oorrp 7RMS r0 O O og*KMW C] r7 ruws+nweo ss� » s+M[ �vAglHr treR rte. suc� rFaouena. w"ca eroLPI *4IOft 'Mrpe aFavxwens of 01M AAIs OWE A. SOM wr aaa � ee ureOu► MOXA YFit �ClOis IO /RWM FI423 At EAU .aper ASN LMAIE WITH I+rrtxT ATTIom Ita SWAMM a�L fjNfi Xr>Q AM 4- IOOpI UtBt OTWA VJE Sow w"01 0"M 'a I" MIYm lEtfls a 7= • sr � .err NRrltltE MMLIJas a A.9 svorncum w �w Halal U rMLS IrR9 IIS •�aT rPCTI. I Mem hOB. AS«LRR 4O-ksftsIi DMIGN IK p1 Eye F&UANMT Nwarm LWEM. r •r7l - CYST Il4FE JWTIME am - wArIcem �eaa ]FECtfWANIM FOP NOW �61OICTIOr CA BC OL TOT . LD. 5. 0 55. 0 PSF PSF CAT 0/A LEN. 21-6-0 DUA_FAC. LOO DEPTH 18.0 /� SPAVIAtG 16.04 TYPE SY42-- TDP CHORD 4X2 FIR -LARCH 1i• BOT CHORD 4X2 FIR -LARCH 91 WEBS 4X2 FIR -LARCH STANDARD WI f2? 4X2 FIR -LARCH STANDARD CONN OR PLATES MUST BE INSTALLED IN ACCOROANCE WITH REQUIREMENTS OF I.C_8.0_ RESEARCH FE -PORT #2949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. MOTE: 2X4 e3 HEM -FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING 0 72° MAX. O.C. REQUIRED. ATTACH WETH 2-160 MALLS. BRACING IS NOT RE©UIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BGTTOLS CHORD_ BRACING, MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ibote: Trusses are to be spaced L6" O.C. maxim=. (G) This top chord area designed to support 6-6-4 spans fry ooe side and 16" ?..C./B.C. split opposite face and remainder at span. 2X4 ribbon NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOM. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUMS OF 24" O.C. CONNECTOR PLATES DESIGNED FOR GREEN LIFER PER NOS TABLE 8.18. 7-1-3 l • =r-- -1 TO CENTER OF LCs;) 4-0-0 r, MAX_ OPEN CHASE P 1 5• �� 30.0° TYF. special iaeb ' 1X3--. i 3X1© 1X3 2.5x4 3Xd 1X3 3X5 C- iX3 2Xb Xi$Iton S 3X6 1 X3 3X8 w i. - 3X6 { 3X6 1.5X4 1.5' j 15-6-8 OVER 2 SUPPORTS _l R=1043# k= 3.50' R_C268 'A— 3.50° ft. COt33dS EjcP 6- 3& 73 n D C SA I1 N V CD w a O b 0 PLT. TYP.-ALPINE SEGN-- 63448 FURM194 A COPY OF THIS DESIGN TO ERECTION CONTRACTOR REV 15.2.5 SCALE = 0.3750 a c� o r.-+ o r--� *IMPORTANTYt*.,o , � lK. ARNIM �� tnasit� .:o COW DESIGN CRIT:TPI-PCT REF A427--5096 --J=3 Wv"naN o,ca t� gpCMyrcATZWS a+ rn Wn.ilar tt jn,,.sff err-ic•. WVaC °rm rn�s4 TC i.l 4' 0. 0 PSF OATS 12 01/89 rnrb OPSM Z+ MV FARIIE TO ®rLO nE OWW CV auaerr.W ea RrM rK -ari:n suuowa est®- a. wt. arnc tttts nEslar roa 4vinaa< s�taL � TC OL 10. O PSF DRUG CAlM40 88MWM AC ASE WA"AClU*n FVM NO rae:E QJWv XZZW "EL taa Yft4 WW.JDG Pry. MaeW Ar16M[.gQlr t se SICM oaETIM rEWRSEwis a j=et AA6 ONX A. 9Ont tm C = SPML OE LATSU LY Mud FaYeCta�b r0 WT" s.ta AT e" dour Me LMATE WVW PFCFW Lr A"AOEe rlMM SW-AtMl�TOT.LD. SrOat. 9EMM AlQn6 MW A• NO LL UIPSS an"Mmw 70M.2MTw oom Yrl" 19tl0 C£RPIS ort WIAUM oES. 9TaRpM M cvsaw "W ,.R>t�E oras�COMS OF .c: �tW a Astor M *at ,SE f usp(,i:.GAC. •RIS Aro •rvl rYCil. OE.:[97 "lrm FtAE:.'Etwomr swarm U1Hp. CA 8C DL. 5 . 0 PSF � . 0 PSF CA-EN6 f C•WILY Q/� LEN. 1�J—B—S 1.OD DEPTH f8.0 POp.+'4 OtAle uewl"IF, "M -.11AT lO& Ormw �ET1itGf0r Rw V= ®GRiSROt Cn •!-1 C C .7r ACING 15. Q� c 7 TYPE JY42-- TOP CHOFF} 4X2 FIR -LARCH #1 BCT CHORD 4X2 FIR -LARCH 01 WEBS 4X2 FIR -LARCH STANOAAD Wl- (2)4x2 F.L. Standard CONNECTOR P"TES MUST BE INSTALIEO IN ACCORDANCE WITH REDUIREMENTS OF I.C.B.O. RESEARCH REPORT 42949. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. NOTE: 2X4 03 HEM --FIR OR BETTER CONTINUOUS LATERAL BOTTOM CHORD BRACING is 72" MAX. D.C. REGUIREO. ATTACH WITH 2-16d NAILS. BRACING IS NOT AEGUIRED IF A RIGIO CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. IPUTER INPUT ELOADS S DIMENSIONS) SUBMITTED B NOTE: THIS TRUSS ROUST BE INSTALLED AS SHOWN IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED SY TRUSS FABRICATOR. TCP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A MAXIMUM OF 24" 0 C. NOTE: TRUSSES ARE TO BE SPACED 16' O.C. MAXIMUM. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS TABU 8.1B. �2-3-0 - 2-3-0 .I TO CENTER OF 16 OPEN CHASE 2X4 ribbon 1'Sa 3X4 r>Mfion IX3 1X3 3X4 3X4 2X3 / / 3X3 1.5x4 1.5X4 3K6 3X6 W'1 4-67-0 OVER 2 SUPPORTS F�-147i W- 3-50' P-1474 0- 3.50' PFS cw_.3 5 E 6.30.93 * PLT. TYP _ -ALPINE SEUN— 63457 FUFMSH A COPY OF THIS OESaF.rk TO ERECTICK CONMWTOR REV 15.2.5 SCALE = 0.5000 c-' o I' r= G' c= *-*IMP0RTANT** ��i MI �� � CAM ARNING iin m "m CESIGN CAIT:TPI-PCT FEF R427--5096 a a a o nEru1e01e fuse SWSE WI3=Vaart.95 ea 00 aeeuerM Vwx wouxs�aw eeAC m.sw -frr-W. a>�® .a TC LL 40.0 P5F DATE 12/01/89 O o t =r p I—mESmr an ser FAxAm ro s ma nE faaaS lee cepwwawcE commmAny jow SEE, a o C=3t= ene rfm-asirrr sumo fm wise' ev mi. "T7. r"m [Estee FORemarasW SFECIa 54= TC OL 10 .0 PSF DR4t6 X27 4633504? Q Almy o aa4eaacrWVD ewe 10 w� 6a4ratTWN 511M_ ar-Esr.rrF 9arL >Farse f13WRay.rs or erre ayes SFAM A. eeerer sums 0.�es. ut$ affflXV M s+oaa w oua 9*ti BE uTVaur aeuc= CA EC 13L5.d P5F CA -ENG asr-Lr cmesrans m MM Vacs ar era .00001 AIN LOUIE . Mtrw PM�Y •rrrp® 44.7.000 laa ue aeu TOT -LO. 55. 0 /A LEM . 4i-5-0 a TF&W o �. MARDe6 mful— ONE s' mm"OUL umm 5:�S1af=� SiOW . � SW*4UW esfm. Irma 80ttOe ,OA VrW Rt4Ue < 91 0% ON ww:lm " OUR.FAC. 1.00 7TEPTH18.(3 o a o a 0 0 s +w%.. .wuaaas 0< eaOS a?Q ■rDT mcn . -am RrnE rmetarm eas - wrcaOI, CESM .as as �6u 0n em � T4s (ESUN atTK fVC fETAIMAW VZA TM L018M. 9M3fftarene can lam 7NMOVI1crrm SPACING WE SY42-- 231CPR ARE' 6 DI MSIONS Sti9MITTED By TFrJS5 MFF. (LOADS COMPUTER ,. • IOP. ClHORD 4X.2 FIR-LI-RCH #I t .�;rNOTE: THIS TRUSS MUST BE INsrALLE4 AS SHOWN_ n HOT CHOFlD 4:(2 FTP.-LARCH ti IT CAFINOT BE USED UPSIDE DOW. T.1P OF TRUSS WEBS 4x2 FIR-LARCH STANDARII EXCEPT'AS SHOWN NUST BE MARKED BY TRUSS FABRICATOR. c i :1611-4f.2 f IR-LARCH #i TOP-CHORD SHALL BE LATERALLY BRACED KITH PROPERLY.Cnta4ECTED T PURLINS SPACED AT A MAXIMUM OF 24' 0-C. C(iHNECTOR PLATES MUST BE INSTALLED IN 'ACCORDANCE WITH - N FIFOUIREWENTS OF I.C.P.O. RESEARCH REPORT #2949_ NOTE: TRUSSES ARE TO BE SPACED 16' O.C. MAXIMUM. REFgA TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. ALL NAILS SPFCIFIE0 ARE COMMON-WIRE NAILS_ M _ m + 2Y6 93 H0j-FIP OR GETTER CONTINUQIS STRONGeACK. ATTACH CONNECTOR PLI.TES DESIGNED FOR GREEN LUMBER PEA NOS {D TO EACH TitU^S WITH 3-10d NAILS. • STROr1GBACK MATERIAL TO TABLE 8.18. PC SIAPF4IFO BY ERECTION CONTRACTOR.. O NOTE' 2X4 #3 ITEM-FIR OR BETTER CONTINUOUS LATERAL BOTTOM m CHORD BRACING @ 72' MAX. O.C. REOLIIRED. AITACH WTT(I 2-16d NAILS- 6RACING IS NOT REQUIRED IF A RIGID CETLTNG _ IS ATTACHEC DIRECTLY TO BOTTOM Gti<1P0 . 9RACING MATF_ItiaL TG BE SUPPLIED AND ATTACHEO AT ROIH ENDS TO A SUITA(ILE SUPPORT BY ERECTION CONTRACTOR. I I 70-9-0 132-3-0 �---- TO CENTER OF 3 MAX. OPEN CHASE 1 .5 " k 30-0, =3X5 ----yo ! 1X 1Y.3- i 1X7 t 4:7 1Y; 3X7_ i .-.iX3 3X3 3X4 1_5x3 3x7 !X3 4X7 1 4Y.� :iXB / 3x4 3Y.8 -- -- - 4X12 � _+ 2X4 2x4 1.5X3 1.5.-jj fW-#S-19-3X9 i 2 II Y&;moi s p Lam ' 24-0-0 OVER 2 SUPPORTS '" PLT. TYP'.-ALPINE SEGW-- 30565 `�`T-'Ft�NI51a A L'OPY (F TO-aS DEESIGN TO ERECTION Afv i5-0.9 SCAL=_ 0.2500 ams's "' 70"`'� cKsol E a" °� DESIGN( CRIT TPI-PC 8427--14451 0 o n a a *IMPORTANT**-- s�cs .a. ARNI NG r ..nac ses. w .e O C= `. - = a o sw&Anw ..nr ,Ias 9sesmmws an ■w •-n.ga. Mw ammm wF -%w-ar. sreua +w rf® ,.- t TC LL 40.0 PSF s&TE 05/31/89 Q t✓ a a ,rc eFscv- w rw sraa rrt O'ti1O n► wIG r ossww,r ae rt�oasrt+E-«IY! to � s a o a -Irw .rc -nw irr v.�a «.ria• a rl•t .vwr rr� ats+a sr! .aou�..� sEeui sa.� !I TC OL 10.0 PSF {iRM6 cazwr7 msioe9 c o C= a •w-WAR040sm owe.: a as", a...tam Som lltms ww wrcw taraoaws..aS w*awu C 8C OL 5.0 PSF CA-ENG wJ 41, Ir,i-4s 9WML *"WIN& wa04e01rs Q JWW Vi MINE A. MINK I. 04M Not rt uuaaa• 900Mwan y 7miss owav .arc a so s a � aaor jowl s a� om ..ai.L..rr� .K•-�cM samom • TOT.LD. 55.0 P5F 0/A LEN. 24-0-0 Mos. <�T-^q3M mr aae .E l Oaks M14MM of w. (FarONO RM d "M cril.1w Macro C nsaal s rrnrwa wswrr law, ..w saaA �Iss as sKxlrtao ON aesrw. Mawr WR arc IMP. FAC _ 1-00 DE PTH 16.0' -w io win om. +' :' -: mom dia�"M rtg l ff 1wom ura IjF� ar r� es ry nc= ei - ,ieswrr twnoa+s. ssnaAsr -aI a�a.rtellN $PACING 16.0 Tyw SY42'-- i .`:.,,.l r.: ...- .� 41 - _ •.,tr'��.- .'•. - d ! g.:'i"•: o.'d��' va:_+. �.•.a::: �;. .'_•._`. ..!'. i^: 'v - .....--� ?:.:�v.�z_.^.��. 1... �i_�= _^",i�ti•i-i... 4....-.-..-wka�e:i s�-sy`-r.�+'�'L'+rv'3��� `! � TOP CHORD 4x2 FIR-LARCI-I *I BDT CHORD 4X2 FIR -LARCH, ¢2 WEBS 4X2 Fin -LARCH S1 AJC DARO :11- (2)4X2 F.L. 01 CONNECTOR PLATES MUST HE IWRTALLED IN AMDROANCE WITH REOUI REMEWT S OF I . C . B . D. RESEARCH RE POOH 12949. REFER TO DRAM.ING A150 FOR TYPICAL PLATE LOi.ATIONS. } -2X6 *3 ITEM -FIR OR BC 1 TER CONT I NLKILtS STRONGBACK . ATTACH TO EACH TRUSS WITH 3-100 HAILS. STALNGBACK MikTERIAL TO BE SUPPLIED BY ERECTTrY,J CONTRACTOR. NOTE: 2X4 13 HEK-FIR OR BE77E'P CONTINUnUS LATERAL FATTt1M CHORD BRACING € 72' MAX. O.C. RE6UIHED. ATTACH WITH 2-3613 MAILS. BRACING IS 14)1 HEOUIRED IF' A RIGID CEILING IS ATTACHED 01W CTLY TO BOTTOM CWJF:OJ. SRACIrJG MATEPIAL TO BE SUPrm.IE17 AND ATI AT'HED AT 901H ENDS TO A SUITABLE SUPPORT 8Y EW.CTION C(jNTRACTDR. MPUTEA I?fVT (LC=ADS C DIMENSIONS)SUBMITTED BY TRUSS -MFR. NOTE: THIS TRUSS MUST BE INSTALLED AS SM)WW. 0 IT C~7 RE USED UPSIDE DOWN. TOP OF TRUSS y AJSI BE MARKED BY TRUSS FASRICATOR. C 0 TCP Cts SMALL BE LATERALLY BRACED WITH PROPERLY CONNECTED :v Pt,AILIW SPACED AT A MAXIMUM OF 24' D -C. 1 NOTE: TRUCSES ARE TO BE SPACED f5' O.C. MAXIMUM. v ALL MAILS SPECIFIES ARE CUWNON WIRE BAILS. m IU CONNECTOR PuLTES O--SIG'•4ED rDR GREEN LUMBER PER NDS IU TABLE 8.1B. w a R3 ID r•----- --I TC CENTER OF 7. 4'-I MAA: _ OPEN CHASE 2.. 5x4 30" T't P _ 2X4 ribbon __._ 1 .5x-1 7 2X4 fibbon 1$3 _5"x(3 M 3X8 1X_3 2.5X4 1.5X31 SXIX3 1-4-0� /� y� �i1-Q-D P/L4 51. WL 4 3X5 iK3 3x5 1 3X? 3/_7 112 2.5X4 ?.5" -- 1� i� W.Gitid35�5 a- 3z G Special Web r f KP. t.-3093 • ill fil�`T 20-4-0 OVER 2_ SUPPORTS __j R-7361 0- 3.50" 11-735# 1f= 3.50' PLT. TYP.-ALPINE SEAN-- 43412 FURMISR A COPY EF THIS DESIGN TO EVAECIION CGHTRACTOR REV ±5.1.2 SCALE = 0.2500 0 0 o a o o C o a o O t7 Q O 0 0 0 0 Ct p O n c-P10 [� ��` T S C a-10% osvwA m pwam r. n I MPORT ANT * * Pau soi a aslAasat ran Arm amastan ram ohm 5wr:.,nuo6 an aw w -A m. rnrL rrsr 01 A" FAX.** M &.UP 1K rias 10 CWWOMM WIN 1K 'saAt.V1 SIAMM QSTee• W1 171 Anft ARE wrAAAKI M nos ao rJAW iaTa017M STEEL Mum y7traA11% Sora >em ;msu7;Ewwv. a a51►m Aaaa Enna A. &Isar aO17B1a16 1O Dorn sACE3 .l eaa JOQlr arc t�-ir . -,N3W IWAVaM mmTs ATE &' KWW4 DAiSS VWMrSt stow. mTtSte� Sl&aDn6 m/qi vtrw &AT mL/�Al O�CrE51v6 a ■16 GiC 1.171 UCTI . 'nm:s V&SMR r'I1=" cue ARNI NG d Wicui6 MOM Ate —rc sr bn-imr. "Urns MW miss M" -W1 wr Am TW 0ftL"C6••1M1 at 1.13 OMOR Eon A0011M R 91ECraL PEnu marl nw-mm SMM IOP Doo SaLL eE ►AllnYlr MIZED "M FWK111 An... R»eO vwtws. eD7Tlpr Dao YIlh RIGID ffIL3c OR am( rlS 9Z[Er I® ON RTt61m m aOr t6f nES OMMM W f" O'LK Z0JMhWr TWATM Ll"U. CA DESIGN CRIT:TPI-PCT REF R427--28321 TC LL 40. 0 PSF TC OL 10.0 PSF BC ITI. rJ - 0 PSF TOT . LO. -. . 0 PSF DATE 08/:1/89 MING CMJSR627 832223D29 CA -EMG 0/A LFAI. 20-4-0 DUR . FAC. J.00 DEPTH 16-0' SPACINGC S ACI NG 160' • TYPE SY42-- --r71 - Ta" N.AIE 16111M. Mq - wllmUYlm QSf 9FC171P&rltY Wt %I= mY•tQ"r]Cw JCJ''Yt 23104 THIS DWG- PREPARED I T F1F' CHORD 4 2 FIR-L4RCH Of BOT CHORD 4`;2 FIR -LARCH #1 WEBS 4X2 FIR -LARCH STAT-40ARO. EXCEPT AS SHOWN WI -4X2 FIR --LARCH #1 D CONNFCTOR PLATES MUST BE INSTALLEc3 IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949 - CL REFER 70 DRAWING A150 FOR TYPICAL PLATE LOCATIONS. + 2),'6 #3 HEF!-FIR )A EIETTER CONTINUOUS STRONGBACK. ATTACH TO EACH -TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO I,C SUPPI ?ED OY ERECTION CONTRACTOR. w CL w S ROM COWLTER INPUT fLOAOS S DINENSIOMSI SUBMITTED BY TROSS WF;. NGTE:. THIS TRUSS MUST BE INSIALLFD AS SHOWN. IT CANNOT BE USED UPSIDE DOOM. TC1P OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. TOP- CHOf1O SHALL BE LATERALLY BRACED WITH PROPERLY. CONNECTED PURLINS SPACFD AT A MAXIMUM OF 24" 0_C_ NOTE: TRUSSES ARE TO BE SPACED 16' O.C_ MAXIMUM. ALL NAILS SPECIFIED ARE COMMON'WIRE NAILS. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NCS TABLE B.IB_ NG'_: 2Xh 03 HEM -FIA OR BETTER CONTINUOUS LATERAL90TTOM CHnRO SRAC IT,4G @ 72' MAX. e , C _ REQUIRED. ATTACH WITH 2--164 NAILS. BRACING IS NOT RE11UIRED IF- A RTG10 CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND AT : ACHEO AT 601'Yc ENDS TO A SLI;r ; A6LC SUPPORT BY ERECTION CONTRACTOR. n D C (PI D N v co u 0", 0 w 0 r-4-0-0 14-0-0 TO CENTER OF 2 �. - -AX - OPEN CHASE ;.0, -' YP. I X'_i 3x3 3xE? i _5K3 3X4 1x3 1x3 3x4i .5K? 3r.�__i 1x3 Ay8 — -- - ---- 4_:14 3XIC 3X4 3X4 3 10 4X34 i 11=ss18-3x10 ►r=tS18-3X 0 I - i `�----------------------28-0-�3 t3Vf.P. 2 SUPPORTS __�__� N=1098# W_ 3.50' T YP. -ALPIW SEAN-- 30587 FURNISH A COPY OF THIS DE-ES16N TO Eta: -'TIOX PFY iS .T!? .3 SCALE - {1 _?.-500 �.E E.4ila!uum &"m,[tS. ,K aasr,sfs taliQUME Cn,W-.,-..q;,E �,r�p ©i r 1 DT P R -7 QA -7 o -� �a � t� r'� e a :_� —. c:� !O c� • i =' r� :.-t c3 c= c � C7 t� -i C.� ti� -� �� r� _ �l p� G TSS '' `_' -t-J '.0-3 Zr 1 1___T Ct t='7 *IMPORTANT9i�E >r� etDl a[wo-smLE vm twr tEvaartm owp.I T.�sa vtztFarat»ai ae ,t.. tg}taa�I s . INTS �t(> UR Yap FA8,1>f 70 VMLV IIF TRRS In a-bFVi'MaCU w"s. Im 10MAUrr cmnux HOWL, 9Y mi uaaw rsec�s� AM NrMWACTIM0 cANN ae rJme� saa r a.reee crifl a�j PI-Qmaw-_ `-IMl Am"= 4.Qaatoc-9 S OF AStF AA46 ySa�liE' A. .'v! r RaNEc`41L a0 9oaa cam. Ar E� .fOYrrt arm a�-E s� c,�Op 1. 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Loren Ave. Chico, Ca 95928 916-893-0112 FAX 916-893-0140 COUNTY OF BUTTE-$EPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT iW�AA ll,M/ ASSES PARC UR ZONIN BUILDING PERMIT/ Ow 11 TELEPHONE SQ. FT. OCC. BUILDING VALU TI OWN R'S M ING ADDR S CO ACTOR'S N H� CO TR TOR' AILING ADDRESS en'SF i rep I ace Cd`NS—rRUCTI43N LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS / Zoe,( y Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 \ Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New❑ Addition ode ❑ /It'lities:Ipn tallation❑ Ot ❑ Describe work: rX /1� / oe) �I %Xa © _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare er penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professio ode and my license is in full ce and effect. License No. Classification ElI, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed Contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCcu OR ADDNS. ACC. BLDGS. I�z�Sgft 10 NEW CONSTR. ULTI.OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS o- SINGLE OUTLET CIR. E Ex. OCCU OUTLETS OR FIXTURES P( 20®e06 eALO 30 FIXED Ex. OCCup. OUTLETS PRESID )APLNS.REA.� 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The rmit is for $100.00 (valuation) or less. ave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify a keepharmless the County of Butte against all liabiIit' s, judg nts, CO , an x es which may In any way accrue against d Cou in co f e anting of this permit Date Signature of Applicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over '0" d ep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ Sa HAZ -- CUA PARK — SCHL — FLD -I PA i PD HD IS U — This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which fees IR TO F PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS D Receipt No. o� $1.85 / _ WHITE-D.P.W., YELLOW -ASSESSOR. PINX-I SPE TO E CA ICANT t ..OWNER COUNTY OF BUTTE - DEPARTMNT�O PUBLIC`WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, I~ALIFORNIA 95965 - TELEPHONE: 916/538-7541 j PERMIT APPLICATION DATA SHEET /`j�'`� `' ` i C Permit No. (` , �Ct' I��.� �'i Ila lc*o"(640 � , - A P No Ll � ` l � - i in `� ✓ Proposed Building Use B i lding Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED V 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by,preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions ....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... �� 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22.. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: " Mail to owner. _Mail to contractor. Telephone and hold for pickup at office.Deliver w/inspector. Other Applicant Date l- 2 �f Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone--nail—counter by .date Contractor, designer, owner, was advised of above required data by_phone_mail—counter by date �/_ Plans checked by Date Plans approved by �S Date 4f�a Sets of plans on hold in File cabinet 5416�1� Copy—DPW { AP folder TIAL o- 42-13-16 527-90B,P,E �II ;1 VALCARENGHI, Gerard "! 1579 Muir Avenue, Chico i Contr: Robert Hill (swimming pool/sf) } n Sr 1 I JOB FINALE Signature J=OK O = Not OK = Not Ready MOBILE MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch , 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) — 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P'Uft. / /"Nat. or/ /" L"ft./-, /"LPG 7. Utility Clearance 1 Date Card B-1 Date Card B-1 Date Card B-1 Date -Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s T 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Valve—Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ILI r MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 s; C paction-Structure Stability of ructure; Steel -Connections -Thickness / EI .; Receptacles and Lighting, Distances-GFI e of Lighting; 15 volts-GFI I osures; Conduit Entries -Terminals -Listed 7 ; Bonding; Metal w/5' -Circulating Equip. -Heater lec.`Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures- Panelboards-Ids. to Main in Conduit ment Approval mb.; Cir. Test -Water Supply Test marc .a k L'- 2-(g — s J=OK O=Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s I 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 57. Glazing Area -Glass Protection -Skylights -Plastic. 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66.�ec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs-&-RkiIs 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets At Wood Panel; Int. & Ext. 70. Kit.Fixt. & pliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Out is & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic 11 Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 80. Following instld.; Drive 0 Yes 0 No; Walks 11 Yes C1 No; Planters 0 Yes 13 No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates 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: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE -r.I s -.97-y6 r A routine inspection indicates that the following violations of County Ordinance ;•(-''exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this �tter, or need additional explanation, please contact this office immediately. Date 6 — /?—Y( Inspector xf 6 �c �'' \ •7 .V fi r � O B Date 6 — /?—Y( Inspector xf 6 �c �'' COUNTY OF BUTTE ;., DEPARTMENT OF PUBLIC WORKS i 196 Memorial Way, Chico — Phone: 891-2751. 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 4. IT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter; or need additional explanation, please contact this office immediately. Date Inspectors COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 4. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. _S -Z 7--qA ASSESSOR PARCEL NUMBER ZONING 49-13-16 A-5 BUILDING PERMIT OWNER �,n —�� TELEPHO Gerard Valcarena hi (o!f-/A SO. FT. OCC. BUILDING VALUATION Est • 301000.00 OWNER'S MAILING ADDRESS 1579 Valcaren hi 1579 Muir , Chico CONTRACTOR'S NAME Robert T. Hill & Associates TELEPHONE 891-4280 CONTRACTOR'S MAILING ADDRESS 199 E. Shasta Ave. Chico CA 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1 $30,000.00 Filing Fee ,$ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 193.00 ARCHITECT OR ENGINEER Cal Bachman LICENSE NO. Plan Checking Fee $ 96.50 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $299.50 PLUMBING PERMIT Filing Fee 10.00 1579 Muir Ave.. Chico Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK NewFX Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Pool 20 x 60 To Ra Maste e ( off_ � Permit Fee $15.00 Contractor ELECTRICAL PERMIT Filin Fee 10.00 600V OR LESS Main service 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 1� / 1 I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 377 LIO CI Classification C -S3 ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work, and the structure is not intended, or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCC UP.et OR ACDNS. C ACC. BLDGS. I=¢sgft , NEW CONSTRULTI.O U NON•R ESID BRANCH CRCITS 2.50 ea /POWER APPARATUS e) (SINGLE OUTLET CIR. / Ex. OCCUp\OUTLETS OR FIXTURES 20 0 ALO 30 a0LO 30 FIXED APPLNS. R Ex. Occup. OUTLETS ((RESID )EA,I 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring Pool 1 15.00 Permit Fee $ 25.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X�7 _ ri%`—�d Date Signature of Applicant — Owner ❑ Contractor ❑ Agentwork An OSHA permit is required for excavations over 5'0" dee gd demolition or construct- ion of structures over 3 stories in height.%^—/ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $339.50 HAZ CUA PARK SCHL FL PAR PD Iss , This permit is hereby issued under sions or the Butte County Code and/or indicated above for, which fees MRE0 F PUBLIC PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS V Date �_ V 57-9' Receipt No. 7..By WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. DEN O N COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS' 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NU)BER Z_ 3 - �(, ZONING /g- S BUILDING PERMIT OWNER M� A CAR 1110 A-18�6/-�/9b TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING A RESS s ACTOR'S NAME CO Ro % TELEPHONE CONTRACTOR'S MAILING ADjORE S &A -SPA ✓� C /,iev4f Fireplace CONSTRUCTION LENDER UNKNOWN 11 ^ Total Valuation $ 30,0 OQ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS - Permit Fee $ A,� AR HITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 4 Energy Plan Checking Fee $ ARCM TECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ .S PLUMBING PERMIT Filing Fee 10.00 15;_ % 9 A;' Each Trap 2.00 # Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping ]] 5.00 5100 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [V Duplex❑ Mobilehome❑ the +��1 SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W O.00e TYPE OF WORK . New' Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: pal ��� f' A�ysPr(Z Permit Fee $ 1 Contractor ELECTRICAL PERMIT Filing Fee 10.00 1 OR Main service 10000 AMP ORSLESS 10.00 Main service EA. ADD'L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and myClassification license is in full force and effect. License No. 37290IJ ' J ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ACDNS. ( ACC. BLDGS. , ft /zQsga NEW RES'..CO MULTI-OUTLETNC NON•RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUT LETS OR FIXTURES SAL920@30C FIXED PR Ex. OCCUp. OUTLETS (RESID IEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring yp l 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X �� Date Z—a7 170 Signature of Applicant — Owner ❑ Contractor ❑ Agent r An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Receipt No. '.5 739 WHITE-O.P.W.. TELLOW-ASSESSOR. P;NK-INSPECTOR. GOLDENROD -APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee $ OCC I CONST TYPE TOTAL. FEE S HAZ CUA I PARK I SCHL I FLO I PAR I PD FHD I ISSUE This permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By PERMIT EXPIRES Date Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION �✓ ` 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER I/04i-CAKE"6f4- / A. P. No. 4/'L.' i 6 Proposed Building Use OF 4!�nl Building Inspector G S •J Date Z ;A,,,,ime of Lrmit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ ,�y,. -' �Complete plans in duplicate/triplicate, signed by preparer of plans .. 4 Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous MaTerriaT�orm ..................... "��`............ . 6. Energy Design Compliance and supporting documentation ......... .7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. -Fees of $ ........................ 11. Chico Urban Area fees paid ...............`....................... 12. Park fees paid .................................................... 3. School District fees paid .............. 4. Sanitation approval from C 01 !_-% Health Department 2 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. caner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... ? Recorded copy of Agricultural Acknowledgment Statement ......... . Letter of signature authorization ................................... 3 26. 27. When y,�M Issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone YA50 and hold for pickup at i`- office. Deliver w/inspector. Other G� Applicant j Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submittedrior ermi issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by ..date Contractor, designer, owner, was advised of above required data by—phone —mal l—count r by date Plans checked by Date Plans approved by Date 5 Z 0 Sets of plans on hold in File cabinet AP folder Copy—DPW TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owne Loc n AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for bedroom mo ile home. Other -- --- 6 NOTE.. ....2-j? A A Sanita Datdr TO Building Department FROM:, Environmental Health • SUBJECT: Sanitation Clearance pile Hold final for: Final clearance O.R. for: Clearance for•,- bedroom mobile home. Other NOTE S a Water Supply Water Supply nitarian — - — --- —__-- ate Own rtion AP# — Plan Approved for: Sewage Disposal ✓ Water Supply Hold final for: Final clearance O.R. for: Clearance for•,- bedroom mobile home. Other NOTE S a Water Supply Water Supply nitarian — - — --- —__-- ate t. r ENCROACHMENT PERMIT . COUNTY OF BUTTE 3 DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 NIFY COUNTY Phone: (916) 538-7681 OT 24 HOUR BBFCI,h A P P L I C A T 10 N O -A _ K. J.3 0 TO BE DONP- 0..�C% Permit No. ....-_._ ._._......___. t,PH. 91615 `8-77F,21 I W ersigne , hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with county ordinances and general laws. Gerard R. Valcarenghi NAME.......................•----....------....•-----•---•-....-•----•---•-.SIGNATURE :... --.... _ 12Graceland Court Chicb Ca 26 MAILING ADDRESS ........._ _.... ..... .............. •--••----......z........- 9 5•� ------------------•------•------•-------•---....-••............-----••--•- 894-2446 7-13-89 Phone----•---........-•.............................«..----------.............---- Date Location of work to be done ....NE corner Oakway & «Muir .............•...........--....... ---•---....-------------------•-•-----•-----.....----...---•--.........-----...---------•--......--........... ui r ............................................... ««.............................................................. --------- :1.5-7..9. ... RU:Lr ..1Y ami e---•--•---:........«..�. 6 — «........ - TYPE OF WORK TO BE DONE 1. Curb ...--•------••- . ....................... Gutter .................................... Sidewalk ............................... ...... "Please check" 2. Driveway (List type) road bas.....e paved S—.31 ........... - 3. Underground Conduit ............... .... -.................................... -......................................................... ............... :............................. ............... 4. Other ........................... _.............................. PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions, or special conditions written below or printed on the back of this form, permission is hereby granted. SPECIAL CONDITIONS P111VATE CONTRACTOR SHALL - -----------------T,Aa kl.Ia�4'?o�E 'r'Ew?dL��T:-••-----•-• ------------------------------------------ This permit is null and v id after ........... �(. - -` Date Issued ....�.L. - ........ Surety..............•--•---•-------•••--•--.....---...-------••-•---..... By ALL W05n-a. ........... ..... ...... ..............tv'A.S1T.i`;.}_ rr``n�.•-filj��''i•-s_li+: :la:..:.. .«...................•...... Y.. DIRECTOR OF PUBLIC WORKS 1P "i ,i . ; ftftt ryt k pYaa. h �?k+� �yii7 l asp , GEN ERA C., CON DiTIONS 1. It' is understood and agreed that. the County has prior right to the use of its rights of i1 at . (t, is furtheri„ understood and agreed by the Permittee that the doing of any'work-under this pernti.t shall constitute an accept- �+ ince of all. the provisions contained'herein and failure on the Permittee's hart to comply with any provision will. be cause for revocation of this permit. Except as otherwise provided for public aVVcics and. franchise holders. !his Hermit is revocable at any time. This permit is to be ou job at all. time, whilef, wen;b.,istb,�in Y ++ i.;%? 2. All work shall be done subject to the supervision of and to tike satisfaction cif. the Public LForks,Departnteni: of the County of Butte. The Permittee shall, at all times, during the progre s of tl;e -,v&-k. keep 11te County Highway in as neat and clean a condition as i.st possible and upon completion of the tv'urk granted herciih,isha(I leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The' Permittee agrees by the acceptance of this permit to properly ruzontain tiny encroachnient; placed - by the Permittee on an-,° part of the County Highway and to imniediately repair any injurV,to any. port i•on af..t.he.6.irhti.Ay�.� �. which occurs as a result of the encroachment; until sirc1i time a•s the Permi.ttec may be relieved of the responsi- bility of such encroachment by the County Department of Public Work,,,. 1. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may -require. the installation, for herein shall, upon request of the County Department of Public WAS, be immediately moved by and at the sole expense of the Permittee. 5. No material• used for fill or backfill in the construction of the encroachment shall- be borrowed or U4en front wlthlii the: county right of way. 6. U least oae lane of any public road, under the jurisdiction of the Board of Supervisors of -Butte County, and ether public roads junctioning or intersecting therewith; shall he kept open for travel b) the general public at all times. No. public road under the jurisdiction of Etre Board shall -lie cloQed to tca el by the general public: without special permission, in writing, of the .Board of Super isors. - `l'he, Permittee. by the acceptance of this pernrit.shall assume full. responsi.bil.ity for all liability for persixral injure or damage to property which may arise oa' of the ,work herein permitted or which may arise out of the faiiure on the part of the Permittee to ilo the work provided for ander this permit. in the. event any claim of such liability is made 4airist the. County of Butte:' or any department. official, of e!mplovee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. o. All shall be backfilled and compacted immediately after work therein has been completed. '.I.`renchcs shall not be left open farther than*300 .feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the I-'nguteer. Unlcss otherwise permitted under the Special Conditions, backfill shall he placed and mechanically com- pacted 'in such at manner that the relative: compaction throughout the entire .fill within the County road right of way shall contorni to the percentage of compaction as stated below. Permittee shall notify foreman 3,1 hours befor(-; backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane f.iyc feet i COUNTY OF BUTTE Department of Public Works 7 County Center Drive broville. CA 96966 SPECIAL CONDITIONS FOR ENCROACHMENT PERMITS No ponding and Jetting under any roadway. All pavement removed shall be replaced , with a minimum of eight inches of aggregate base and two inches of asphalt. concrete surfacing; or conform to existing structural section; or conform to special trench detail, whichever is greater'. All 'road crossings of pipelines shall be Jacked or otherwise forced underneath pavement without disturbing same, unless specifically approved by the Department of Public Works. : Minimum•depth of cover over all facilities shall be 30 inches. Material for use as backfill in any existing or proposed roadway section shall- be :sand, placed in eight=inch lifts and compacted to a relative c.ompactfon of not less than 96%. All drainage ditches and roadside gutters which are disturbed in the course�.of construction shall be reconstructed to the satisfaction of the Department of Public Works. Material for use as backfill in roadside gutter excavations shall be the native material, compacted to a relative compaction of not less than 90%. All installations will be placed as close as possible to the right-of-way line. Any pavement cutting shall be scored or saw cut before trenching. If the construction work covered under this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. A private contractor shall obtain his own permit and have Insurance on file with Butte County Department of Public Works. When cable is to be buried in an existing roadside ditch, said ditch shall be paved whenever the road grade exceeds 6% and this paving shall extend down grade to the, nearest cross culvert of drainage swale. Asphalt Concrete (AC) shall be Type B, 1/2" maximum, medium grading. Aggregate base (AB) shall be Class, 2, 3/4" maximum, grading: i PRIVATE DRIVEWAY DETAILS tr-EDGE OF EXISTING PAVEMENT PIPE IF REQUIRED, SIZE AND LENGTH TO BE DETERMINED IN THE FIELD BY ROAD FOREMAN. \6 FLAW LINE DITCH + I + 12' MIN. AREA TO BE PAVED 20 MAX. IO'MIN. _ !"* 1 PROPERTY LINE NOTES_' I. PIPE TO BE C.S.P. OR EQUAL Q2"DIA. MIN.) 2.PAVING SHALL CONSIST OF 4" OF AGGREGATE BASE, MIN., AND 2" OF ASPHALT CONCRETE, MIN. • 'i .:.. t'{*Y.T .. .r',..:- pF n�C't) ;} Y ..;�,d'..„,. ., -• .- -,.." � .$�'la�4 1'it•> -?a � , t,.t),� .�: �`"- ,r i':�,-;`. COONTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 3 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 20-3-5,-90 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 42-13-16 ZONING A-5 a BUILDING PERMIT OWNER Gerard Valcaren hi TELEPHONE -894-2446 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 12 Graceland Ct., Chico 95926 CONTRACTOR'S NAME Lifesca es TELEPHONE 894-5432 CONTRACTOR'S MAILING ADDRESS P.O. Box 3234 Chico 95927 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee A$. $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 10.00 1579 Muir Ave. Chico Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 20 SUBDIVISION NAMEPARCEL MAP 102—, 73 Water piping 5.00 Each Qas water heater or vent 5.00 rl�pt USE OF STRUCTURE { SF Duplex F-1 Mobilehome❑ Other I LI SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other g] Describe work: Landscape _ Landscape 1 r -5. 0-0 5.00 Permit Fee Minimum Fee $25.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6111 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): C-kl I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneSS and Professions Code and my license is in full force and effect. License No. -I I p I l Classification G' Z'1 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.tr OR ACDNS. (ACC. BLDGS. ' 2z2sgft1/ NEW CONSTRESID, RANCH TLET NON.R ESID BRANCH CIRC ITS CIRCUITS) 2.50 ea POWER APPARATUS &) ( SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES eAL@30 FIXED Ex. OCCUp. P OUTLETS (RESID,)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. bVirin g 15.00 ` Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 5& I have placed on file with the County of Butte Building Department `#: a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X V1VIi� so _ ^ 0 Date L Signature of Applicant - Owner ❑ Contractor\ Agent ❑ An OSHA permit is .required for excavations over 5'0 ' deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 25.00 0 HAZ CUA PARK SCHL FLD PAR HD ISSUE Th:s permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY , � PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Dat 1 �� ' / Receipt No.�� � `'��- WN1T6-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT A COU.;TY OF BUTTE - DEPARTMENT OF PUBLIC WORKS (County Center Drive - Oroville' C%` ifornia 95965 -Telephone: 916/538-7541 APPLICATI AND PERMIT PERMIT NO. 2 03s- 5o itl A " ASSESSOR PARCEL NUMBER 42-13-16 ZONING A-5 BUILDING PERMIT IV OWNER Gerard Valcaren hi TELEPHONE 894-2446 SQ. FT. OCC. BUILDING VALUA IQN OWNER'S MAILING ADDRESS 12 Graceland Ct., Chico 95926 CONTRACTOR'S NAME Lifesca es TELEPHONE 894-5432 CONTRACTOR'S MAILING ADDRESS P.O. Box 3234 Chico 95927 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 1579 Muir Ave. Chico Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 20 SUBDIVISION NAME PARCEL MAP 102-73 Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [I Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ® Describe work: Landscape _ Landscape T5.00 5.00 Permit Fee Minimum Fee $25.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1 OR LE 10000 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 1 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions Of Chapt. 9, Div. 3 of the BUSIneSS and Professions Code and my license is in full /force and effect. License No. 41 Up Classification G �Z"1 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.DWELLING OCCUP.a , OR ACDNS. (ACC. BLDGS. �z¢sgft NEW CONSTRNON.RESID BRANCH CIRC ITS ULTI.OUTLET 2,50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. 2AL@ Ex. Occup(OUTLETS OR FIXTURES BL030FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyof Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. '�,,�ut %� �'I�VD;� Date �P—� —�d Signature of Applicant — Owner ❑ Contractors Agent ❑ An OSHA permit is required for excavations over 5'0 ' deep and demolition or construct- ion of structures over 3 stories in height.-Z�•�� Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE FEE AL E TOTAL $ 25.00 0 HA2 CUA PARK PAR HD IssuE This permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. IR T PUBLIC WORKS By Dat/e,/ U PERMIT EXPIRES Date ---r �� Receipt No. 660 � WHITE-D.P.W., YELLOW -ASSESSOR, PINx-INSPECTOR. GOLDENROD -APPLICANT COUNTY -OF BUTTE - DEPARTMENT OF,P, BLIC WORKS - BUILDING DIVISION .s,. k i f 7 COUNTY CENTER DRIVE - OROVILL _ AL,I,FQANIA 95965 - TELEPHONE: 916/538-7541 .., PERMIT APPLICATIA DATA SHEET Permit No. OWNER FR�Rd VALLieAA—E 1 6611 A. P..No. Proposed Building Use Le- Building'Ins ectorC5/ Date`��" g� At time o ermit application, I was advised the following data must be submitted prior to permit processing and/or issuance: r ' DATE RECEIVED APPROVED 1. All items have been submitted . ........................ . ......... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans .. 4. Complete engineered plans and calcs; with wet signature on plans 5. Hazardous Material Form ......................................... . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ...... :................................ :�• , 12. Park fees paid .................................................... " 13. School District fees paid .............. t 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of, (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) '- 20. Pre -Inspection frequired Pre-Inspec. request to ; econor re p q " Building Inspector (Date) . *n 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w. /inspector. Other r" t Applicant ' '-� - Date Copy of Haz-Mat form sent Health Dept. __VF'rel Dept. Air Pollution Date y Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by—phone---Mail r Contractor, designer, owner, was advised of above required data by—phone—mall Plans checked by Copy—DPW Date I I Plans approved Sets of plans on hold in File cabinet AP folder unter by ..date unter by date Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville..California 95965 - Telephone: 916/538-7541 APPLICAAN' AND PERMIT ASSESSOR PARC L 2NUMBER -13-14. ZONING BUILDING PERMIT OWNER �� �ZC�9�,�/✓%,X TELEPHONE �5 / •6 SO. FT. OCC. BUILDING VALUATION O NER'S MAILING ADDRESS t_�drso C - CHi� o C 9SSLb . CONTRACTOR'S AME �� GgUe TELEPHONE riy`rs3. CONTRAC 'S MAPLING ADDRESS .o'o37-V - %30 32 Fireplace :4$ . CONSTRUCTION LENDER . UNKNOWN Total Valuation Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit tee $ PLUMBING PERMIT Filing Fee 10.00 { S'. U Each Trap 2.00 Solar or heat pump water heater .20.00 LOT NO. �1 - `0 SUBDIVISION NAME PARCEL MAP . 112 - 73 Water piping 5.00 Each cas water heater or vent 5.00 USE OF STRUCTURE SFV Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home is G W 0.00 e TYPE OF WORK New❑ Addition9❑ Remodel[] Utilities[:] Installation[] Othery work: Ar ,oSce2 e- Describe L <`= Permit Fee A/W rxz $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1011 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD -L 100 AMP 2.50 CONTRACTORS LICENSE LAW _ I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession�sl Code and my license is in full 'force and effect. License No. 4-71101 Classification ��Z7 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered -for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.d` OR ADDNS. ( ACC. BLDGS. / , /:¢sgft NEW CON5TR. ULTI.OUTLET NON.RESID BRANCH CIRCUITS) 2.50 ea (POWER APPARATUS e) SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES e 20®30¢ AL3 30 EX. Occup. OUTLETS IRESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor � MECHANICAL PERMIT Filing Fee 10.00 Heating i Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. /�� / X T��jj-pl0 Signature of Applicant — Owner ❑ Contractors Agent ❑ An OSHA permit is required for excavations over 5'0 deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ i CONST TYPE TOTAL FEE e 2 HAZ I CUA I PARK I SCHL I FLD T;A7 Ho I ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No.�� WHITE-D.P.W.. YELLOW-ASSr-SSOP. PINK -INSPECTOR. 40LOFNPn0-APP1,, CANT BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM _ r(Onae�lo�rm 'per*Building) A.P. Num er�,�-%��d ��/1_tl Building Department No. School District City D County Q Jurisdiction A Property Owner i _�,�y� n l Project Location/Address \///ll��i, Q/_l_/G' i a,14,�:� Subdivision Lot Number Residential Development: R Sq. Footage ._� # of Living MHI Addition (Group R) Units Commercial/Industrial:' Sq. Footage New Addition (Including Exterior Roofed Areas) j Building Department Representative Date (Floor Plans reviewed by School District Personnel) District Id No.—F ,-17 ,,/) /,/moi 0 �� School District certifies that Applicant,Name eet Aaaress - 67 (�� 0 Phone Number M Y) (state) lzlp has complied with the requirements of Resolution No.7 6 " by the payment of $ representing_-5�7/ square feet. School District Representative Date PAID BY CHECf V REMARKS: BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district `. SCHOOL.FEE (8/88) f COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS L 7 County Center Drive - Orovill2, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 42-13-16 ZONING A-5 BUILDING PERMIT OWNER Gerard Valcaren hi TELEPHONE 894-2446 SO. FT. OCC. BUILDING .VALUATION OWNER'S MAILING ADDRESS 12 Graceland Ct., Chico 95926 1ST RENEWAL CONTRACTOR'S NAME John Linhart Construction ITELEPHONE 42-8563 CONTRACTOR'S MAILING ADDRESS 669 Henshaw Ave. Chico 95926 Fireplace CONSTRUCTION LENDER UNKNOWN C Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee @ 1 Fee $ 442.75 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 452.75 PLUMBING PERMIT Filing Fee 10.00 1579 Muir Ave.,Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JWI10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other © Describe work: 1st Renewal of B.P. #2120-89 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 CONTRACTORS LICENSE LAW I declare and r' a alt of perjury y p 1 y (Check one): _ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full f e and effect. g License No.%?D3 Ci Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I i m exempt under Sec. , Business and Professions Code fo 7`1 s reason Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. , 2/2¢sgft NEW CONSTRULTI-OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS a SINGLE OUTLET CIR. ) Ex.Occu / p\OUTLETS OR FIXTURES 20060` 9AL®30 FIXED Ex.-Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Virin 9 15.00 Permit Fee $ Contractor Iq WORKMEN'S COMPENSATION INSURANCE I declare de enalty of perjury (check one): , ❑ The permit is for $100.00 (valuation) or less. P-<have placed on file with the County of Butte Building Department _ Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, ' emnify kee har less the County of Butte against all liabilit' jud nts, n xp es which may in any way accrue against Co in co ue a ranting of this permit. XDate li � —` 0 Signat re of Applicant — Owner ❑ Contractor 9 -`Agent I--] An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over rent i height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $452.75 AL HAz CUA PARK FED PAR PD HD IssuE This permit is nereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do war n Gated above for which fee have been paid. DI OF PU 1 ORKS /� By 9�11�91ate ((� �M PERMIT EXPIRES Date Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT OWNER'S NAME: I/ u I r o 1(-(a rg Yl i PERMIT #: � � � � U� " A. P. 4: 0-'C When approved, process as follows: Mail' -to owner (Address) Mail to contractor Call (Name and Address) and hold for pickup at r Deliver with next inspection. REVISED PLAN CHECK FEES PAID: office. RECEIVED DATE r/ 1 TIME (j $15.00 $30.00 Additional Fees Not Required TO Huildino Department FROM: Environmental Health SUBJECT: Sanitation Clearance ownqlr 7 VocAtion AP# Plan Approved for: Sewage Disposal Hold final for: Final clearance O.K. for: Clearance i°oJ�o bedroom to a home. other Sanitarian Water Supply v� Water Supply Water Supply a Y� ft. _ Driveway permit �9 3.0 C . el s i ature TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance a J 07 --Z3:171 /9,, �Ae-- . owner location AP # has been issued for the above property. date OWNER'S NAME: PERMIT #: .. 'A. P. #: �sT /, s % RECEIVED W COUNTY OF BUTTE - DEPAh' 'I' TENT OF PUBLIC WORKS R �0.� " 7 County Center Drive - Orovill@,,,.California 95965 - Telephone: 916/538.7541 APPLICATION AND PERMIT q3g PARCEL NUMBER -� 7 A6 ZONING BUILDING PERMIT OWNER TELEpPHONE SQ. FT. OCC. BUILDING VALUA ON OWNER'S MAILING ADDRESS C7AA 6G CC.TRACTOR'S NAME �t LVJPA' TELEPHONE LL 6 ,16i CONTRACTOR'S MA INGODRE S AK+� Fireplace ©o �. ONS UC ION LENDER UNKNOWN Total Valuation LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee .S-75 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS fz�tl p- 9' v (, Permit fee $ PLUMBING PERMIT Filing Fee 10.00 ✓e Each Trap 2,00 j Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP J02-73 Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF,® Duplex❑ Mobilehome❑ Other 61 SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00 ea TYPE OF WORK NewAk Addition ❑ Remodel ❑ Utilities ❑ Installation[Other ❑ Describe work: T , - Permit Fee Contractor ELECTRICAL PERMIT FilingF,ee 10.00 Main service 100 AMP OR00V OR LESS10.00 /a CONTRACTORS LICENSE LAW I declare un er penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions +Cod,.e andmy license is in full force and effect. License No. 3 f 2 ( 96 Classification � ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING oCCUP.a` , OR AODNS. ACC. BLDGS. / 2�SQft NEW CONSTR TI -OUTLET NON-RESID .BRANC CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. OCcup�OUTLETS OR FIXTURES SAL@30 eAL9 30 FIXED APPLNS, OR EX. OCCUp. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 /6 �— Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 30, WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate 0 onsent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, .should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3,00 Ventilation ,M�c�{ fid' permit Fee Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against all liabilities, 'udgme ,cos , an expenses which may in any way accrue against Sai ount ' cons uenc f t ranting of this p//ermit. X ,^ Dat 6—3o-30� tl Signature of Applicant - Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ clu. Energy Inspectio Fee $$ 10 TOTAL PERM T FEE Q�CUP. ,�C; CON ST.T Pc JSV,,<J PLoO ARCEL PD ND 9UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which t TO OF PU By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. LIC WORKS Q Date 9�� Receipt No. ���� WHITE-D.P.W.. YELLOW-AS8E330R. PINK -INSPECTOR. GOLDENROD -APPLICANT I . .�.. .. � � , • -. .. �,5•,��1�`af:.�fi�'•.J''�.:t�7'�-0:4FRi?''F:+..�}i.: j:;.i.,.}•"- . r- "�.:^. Y� �`-.. i,:'. .3r-.... r •+� COUNTY OF BUTTE - DEPARTMth'T,OF PUBLIC WORKS - BUILDING DIVISION _ 7 COUNTY CENTER DRIVE - OROVILLE,3CALIFORNIA 95965 - TELEPHONE: 916/538-7541", I .,,. � V ! PERMIT APPLICATION DATA SHEET, �� Permit No. � OWNER ' 4 9'PR'T4,a Vvo an �<�IvC4#- A. . No. Yy Proposed Building Use irLe Building Inspect6rAA1�*,` Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .. - _ Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ Park fees paid ........ ............................... � i, School District fees paid-- itation approval from t' &C� Ca Health Department ... _ *4.City of Chico plumbing. permit ...................................... 15. Plot plan and business license approval from City of�: (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. _ 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for re ulred , , , Pre-Inspec. r quest p q • • Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ 23. Recorded copy of Agricultural Acknowledgment Statement ............ SEE7 i BISAL T -4-Letterf signature authorizatio .. ' ~ ro. 2 i� .C� 5 ..................... When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone M41 -2-4996--t and hold for pickup atC—?LLtC—C-, office. Deliver w/inspector. Copy of plans sent Health Dept., Fire Dept„ Other Date The following data must be submitted prir permi is nc (Circle�te checked above). 1. Index permit for above items No. 2. Additional items required: 0 Contractor esigner, owner, was advised of above required data by _phone�nail_counter by— date 2C—R Contract, , designer, owner, was advised of above required data by LI —counter by—Ptff date `g— 10—A99,01' Plans checked by —PCr— Date PI'ns approved by L'K JjR Date 21' ' 26— Sets of plans on hold in'File cabinet AP folder r� , Copy—DPW 5/89 RESIDENTIAL.FLAN CHECKING GUIDE r S f r MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) f 4. Exterior plaster - weep screeds (Sec. 4706). 5. Proper roof pitch for roof covering (Chapter 32). 6. Roof covering type - (fire hazard). 7. Rafter ties or bearing ridge beam. 8. Garage door or porch header sizes. 9. Adequate bracing. 10. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 11. Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). 12. Attic access and ventilation (Sec. 3205). 13. Underfloor access and ventilation (Sec. 2516). 14. Combustion air for fuel burning appliances. 15. Noise requirements on duplexes. 16. Adobe soils - special foundation design.. 17. Retaining walls requiring design. 18. Unusual shape, size, or split level house requiring lateral design. 19. Flashing at all exterior openings. l� C_-_�'4ocAJ(.t� ��I t�► wA-LLS A+>0UM-6 t RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC_. ONLY) Bldg. Permit # 12c OWNERJAUAKC--NC+� L A �P . # 42 GENERAL ` 0 S 1. Zo ing re irements: (sideyards and number of permitted living units). 2. Val ati 3. Plan igned by designer. 4. Ener Design and Compliance. 5. Ex'sti,g in on property. 6. ems o data sheet. PLOT PLA \ 1. Comp1 e pa cel size and dimensions. 2. Setback , ideyards, easements, etc. 3. Other b 'ldings or structures. 4. Gradin , fills, drainage. 5. Flood a rd. 6. Special c nditions on creation map or compliance document. 7. FAU & FAS oad setback. 5/89 1. Comp ete to scale plan with dimensions. 2. Requi ed windows for light and ventilation (Sec. 1205). 3. Requi d window for second exit (Sec. 1204). 4. Skylig is (Cha ter 34 & Sec. 5207). 5. Human i act lass (Sec. 5406). 6. Required ro sizes, ceiling heights (Sec. 1207). 7. GFCIs in hs, garage, and exterior outlets (Article 210-8). 8. Light fix es, switches, receptacles, and exterior receptacles for maintenance of mecha ica equipment. 9. Locatio s of ater heater, heating and cooling equipment, other electrical or gas a ipment, and plumbing fixtures. 10. Gara firewall, door size, and closer (Sec. 503(d)(3)). 11. 1 - '0" exterior exit door (Sec. 3304(e)). 12. Fi eplace and wood stove location, alcoves, and clearance. 13. S oke detectors (Se . 1210). DETAILS 1. Foundation plan complete enough to construct building. 2. Floor construction details complete enough to construct building. 3. Elevations and wall construction details complete enough to construct building. 4. Roof construction details complete enough to construct building. 5. Fireplace construction details and talcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR 1. Stairwayss ( landings, rise and run, head clearance, handrails (Sec. 3306). 2. Guardra' de ilSec. 1711 & 3306(j)). 3. Bri or stone eneer (Chapter 30). fS4 (f4 Ts P, -'Atzx (14 00 Vb 6 (2 -12 0 7� B.'�, E, M� PERMIT NO. r PW Pves S -9 -917Z/ /6 ) �A GERARD VALCARE'NGHI OWNER John Linhart CONTR, 0 V t 42-13-16 ASSESSOR PARCEL LOCATION 1579 Muir Ave, Chico NIP— fo bloq=�<5 bel hull-1- P6o1 0 kks e-,. .0 e— PA /0 C) k, XwDuec( "5% ?a jq0 C A 70e. -qo - 1^jsjoife- foJ- Nor OFFICE COPY Address /577 ew— GAS Meter Date/o-,21-?e ELECTRIC'�� Meter By Date VA 73 7qq, UjT-RACT-C)1z V T' fj- i 0� G I r4w, A-5 Temp. Power Pole Called PG&E - 11 20 Temp. Elec. Service 3, 1, — Called PG&E Temp. Gas Ser Called PGI JOB FINALED Signature = OK '0 = Not OKNot r Not Readyiable MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date 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 -Depth -Spacing -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- Beam s-Rftrs.-Con nec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete' 6. Gas; Location -Test -Wrap: / P'l- ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -B1 Date ••� Roofin 10. Roof; Shth 9- 9 Card -B1 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings ` Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line 1 Card -B1. Date ; -,Card-B1 Date '. 3. Gas; MH Test -Demand -Valve -Connector I i4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s a 5. Drain; MH Test -Fall -Flex Connector ' 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel-Connections-Thickness- �� 8. Gas and Electricity Tagged Dead Men -Lining ' 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI e 10. Cert. of Occupancy + 5. Elec.; Pool Lighting; 15 volts-GFI; I - 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed { 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater ( Card -B1 Date Card -B1 Date 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit ` Card -B1 Date Card -B1 Date -h 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 1 Card -B1 Date Card -B1 Date * Card -B1 Date Card -B1 Date v � -i -= Not Applicable = Not OKU.�. t:'-\q-gN RESIDENTIAL (Single and Duplex) = Not Ready c7t 1 b -/3 -OJ Date UNDE OR (Plans) OK except #'s - - 0Or. Date FRAJUNG (Continued) obi oning-Setb ks;-Easements-Flood-Slope a ars-Post Caps -Anchors -Connectors 4{ Ft ; Soils-Steel-Elec. Grnd.-/ Z/" Ftg. Depth ng. Joist-Rftr. Ties- Purl in -Roof Brac.-Truss-Shthng.-Rfng. tg., Garage; Soils -Steel-/ /" Ftg. Depth lace Ties or Type A Flue -Fireplace Throat Cle Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth ttic Access; Size & Romex Protection -Draft Stop4ps.U3eflea ails, Main; Steel-Blockouts-Wrapped rm. Windows or Exiting Doors -Sill Hgt. & Dimensions Is, Garage; Steel-Blockouts-Wrapped arage Fire Protection Framing t h ; Steel -Wrapped y Line Firewall & Openings i -Fireplace Ftg.-Steel . Ex Doors -One T -Check Garage -3rd story, 2 exits II -Fittings -Test -2 way C/O -Sewer Test t ' s; Width -Headroom -Rise -Run -Landing -Fire Protection G Ape; Size -Anchors . Plywood on Roof Overhang -Attic Vents -Rafter Outriggers p\ ate Pipe; Test -Anchors -Regulator -Service Test 5 i g -Nailing Veneer 1 . ic• nderground cco Mesh -Drip Screed -Fd. Vents-Underflr. Acca ms & Ducts; Clearance- Material -Su pprt-Ins. . GI ing Area -Glass Protection -Skylights -Plastic !d Girders -Sills -Anchor Bolts -Joists -Vents -Cripples r Walls; Nailing -Bolts 15. Insulation Insulation-Walls-Clg. Card -B 60 Infiltration-Walls-Wndws ate Card -B1 Date Card -B1 Datej6_/.5 q CardjItijAg Date 11 - 17 - Card -B1 ate 1 Card -81 Date /-3 �b Card -131 = Date S /QCard-B1 Date eate ViC PLUMBING (Permit) OK except #'s �. 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FIfyAC(Plans) OK except #'s V-11101ter Pipe; Test & Anchors -Nail Protection K. _EM Steps -Door & Sidelight Protection -Landings V.; Test-Fttngs & Anchors -Nail Protection 817S ke Detector t wer Pan; Test, First Floor -Tub Access 63. -Furnace; Vents -Clearance -Comb. Air -Connector- In�Garage; Above Floor-Ducts-Mech. Protection Tub & Shower, 2nd Floor -Tub Access Gas Pipe; Size & Anchors 64j. edtoom Exiting & Bath Fixtures & Tub Access -Spa . Pec- Trim & Subpanel; Breaker Sizes -Labels Card -B ate Card -131 Date B�St ' & Rails Card -B Dates -Q 6 Card -B1 Date lace or Stove; Clearances -Hearth c� .. Date ELECTRICAL (Permit) OK except #'s ._ . 6 . E c. Outlets at Wood Panel; Int. & Ext. ' 22. Flxtyre 8 Transformer Clearanc . ns. Protection IyY Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance leeceptacles Spacing -tights & wi c es at Doors . EI utlets & Receptacles at Kit. Counter-PlT.^ . 2 iz�BSxes & No. of Conductors -Stapled Garage Fire Door; Swing -Landing -Closer'} ' �� omex Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech. Fasteners -Bond Gas &Water Duct in Garage -Damper # ' e7�tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection p lance Circuts in Kitchen & Conductor Size/G.F.I. Ibec. & Mech. Equip. Listed for Location Subfeed Wire Size / ga. Cu o A A.C. Wire Size /ga. ,7 tfCu o �A84 F 29. Range Circ. /$/ ga. Cu or ven Cir / / Cu or Al. Insulated Neutral Yes 7 . lac eceptacles in Garage; (G.F.L)-Ro ex Protec. 7 tion -Foam -Looked in Attic Yes . Gu Rails & Deck Construction -Post Caps _ is -Riser Conductors &Ground -Main Disconnect 7 dn. Vents & Crawl Hole Door-Drain��gg &Wood -Earth fiance Looked under Floor Z qs_ p. earances Panels-Motors-Mech. Equip. . C>Kes Closet Light -Shower Light -Spa Light '86. Following instid.; prime -"o Yes w o, Walks y es ❑ No; �Ii6ters ❑ Yes I!r No oke Detector LK 5t�c6o; Brown -Finish Card-Bl9.17-yo Dat Card -B1 Date ' nit; Disconnect, Electrical, Plumbing Card-BT5-(-04 DateG Card -B1 Date 8 . V is Above Roof; Plbg.-Appliance-Firepl.-Clearance to penings. Date MEC NICAL (Permit) OK except #'s Vylter Well; Disconnect, Electrical, Plumbing . . Ducts Insulation & Support . ;xterior Elec. Trim; G.F.I. Receptacle -Underground. 3�Vpnt Fan; Exhaust above insulation . V ntilation throughout House C densate Drain & Overflow; Size & Grade gats Protection F pace -Vent; Access -Comb. Air -Return Air Vent -115 outlet. C actions from Previous Inpections Attic Access & Platform if Furnace in Attic a est -Meters Tagged; Gas -Electric %O -Water & Sewer Connected -C/O to Grade -HD Approval Card -B Date Card -B1 Date W nergy Compliance Certificate -Other Certificates 92.. oofing Certificate Card -131 Date Card -131 Date Card -B4 ate c)- -Qa Card -B Datet6,-r-�-•-�Z,r7 Card -B ate /-If- IF,0 Card -131 Date Date FRA G (Plans) OK except #'s Proper Material &Anchors Card -B` Date _134,0 Card -B1 Date Was Studs -Nailing, Spacing & Bracing—Plates-Sound Comments at Final: ng Walls over Girders & Floor Nailing 4 aft Stop iri Walls (rat proof) tops; Furred Ceilings -Stairs -Chases -Tub 447 Header & Beam -Size & Bearing Owner O� 1� ' L Permit. No. ENERGY CERTIFICATION LOCATION DESCRIPTION OF INSULATION ROOF MATERIAL THICKNESS BRAND NAME_ THERMAL RES. A.P. NO EXTERIOR WALL MATERIAL F BE GLASS ..BRAND NAME %31ERTAINTEED THICKNESS THERMAL RES. .� CEILING BATT OR BLANKET TYPE' RAND NAMEERTAINTEED THICKNESS . Lc> THERMAL RES: 1c- — 5 c) - LOOSE LOOSE FILLTYPE IN.SUL-SAFE IIIBRAND NAME CER.TAINTEED THICKNESS THERMAL RES. FLOOR,E EVATED MATERIAL FIBERG ASS BRAND NAME �} CERTAINTEED TIIIC_K�1ESS THER L RES. _ 1 � SLAABoO a,L� �o� MATERIAL BRA D NAME THICKNESS THERMAL RES. WIDTH FOUNDATION WALL MATERIAL BRAND NAME THICKNESS THERMAL RES. 3 / k `i I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. SHASTA INSULATION INC. #530235 FIRM NAME OWNER STATE CONTR. LICENSE NO. I hereby certify the above insulation and all required items as shown on' the Building Depart. approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are pecifically approved by the State'of Calif. ------------------- FIRM NAME WNER PLEAX PWTY STATE CONTRACTOR'S LICENSE NO. AL CONTRACTOR/OWNER DATE This certificate must be on file with the BUILDING DEPARTMENT prior to final inspection approval and a copy shall be posted within the building. JANUARY 1984 A JT� 1 4 _31 7 .111 • r MtD ... ,, :iLr2 y:trt�i�l, i"t ,� .IM _, k 's1t�t:!r.,ar .;},� _ •.a: aid iIN,- th } E,NrI/Arte. ,":t. - ",a2�•LS pCtxit..:.<�15y ChwP1el '26Oi e. fw 3 5 ft .. fit\!\•. ...,.�i�'���;� '�'.i�-r�.�.'''�_i� ..L•... � ,._ � AIX HF5jF3v, ffl?T, ,. ,r , AiiA:MG,ft,iN Of J; -'Si :t j U �. �• � , '. _ . r .,; i .. _ c�. _ � 1_�t;'�c.:.3 .Atte L't11`ljp.: .!.lent a i'r O� .�'tii.)• 1 A> � r� � � r+� 44 r r � .. ..� '�f'�,�t i`�; ��,+ � r- , e.�, E' of I t•, ��' 4, /OVvL Hoi-se,e�- IK lot OK of Applicab'e RESIDENTIAL (Single &I Duplex) of Ready UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. ngers-Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 6eCIng. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. DepthVIX511 place ,es or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depthex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped-49-Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel -Bloc kouts-Wrapped -fie.-Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 93!Property Line Firewall & Openings 7. Slab; Steel -Wrapped a. Piers -Fireplace Ftg.-Steel ' 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10, Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card B-1 Date Card B-1 Card B-1 Date Card B-1 PLUM NG (Permit) OK except #'s ater Htr.; Vent- cess -Combustion Air -Baffle W er Pipe & Anchor -Nail Protection W.V.; it W gs & Anchor -Nail Protection Shower Pan; First Floor -Tub Access -M.-Test Tub & Shower, Second Floor -Tub Access 20�Gas Pipe; Size & Anchors - - -- _C: 2.r3'i- Card B -1C-!5^4 Date Card B-1 Card B-1 Date Card B-1 ELEC ICAL (Permit) OK except #'s rixture & Transformer Clearanc II �)d err RocoMacles Snacina-Liahts & Switches at Doors 14�ze Boxes & No. of Conductors -Stapled 2 omex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 2L 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28 Subfeed Wire Size_lC/ ga or AI-A.C. Wire Size / / ga. Cu or At �4q'y 2t1- Range Circ. / /•ga. Cu or AI -Oven Circ./ / ga. Cu or Al. Insulated Neutral IJ Yes 0 No 30 -Service -Riser Conductors & Ground -Main Disconnect , . Equip. Clearances Panels -Motors -Meeh. Equip. -32--Clothes Closet Light -Shower Light -Spa Light 34/Smoke Detector TTII Card B-1 C -"^r Date Card B-1 Card B-1 Date Card B-1 MECHANICAL (Permit) OK exce t #'s 3 A.C. Ducts Insulation & Vent Fan; Exhaust above insulation 3 densate Drain & Overflow; Size & a 3 urnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ttic Access & Platform if Furnance in Attic 6- '3 -Card B-1 C,5/' Date Card B-1 Card B- I Date Card B-1 FRAMING (Plans) OK except #'s 3 ils, Proper Material & Anchors 40 -"Walls Studs -Nailing, Spacing & Bracing -Plates -Sound atl_Be ring Walls over Girders & Floor Nailing aft Stop in Wails (rat proof) 4 . Fire Stoos: Furred Ceilings -Sl ' s -Chases -Tub n? j Headers & Beam -Size & Bea ng jj�lxt. Doors -One T -Check Garage -3rd Story, 2 Exits 6e -Stairs; Width -Headroom -Rise -Run -landing -Fire Protection -64r-plywood on Root Overhang -Attic Vents -Rafter Outriggers .4%. -Siding -Nailing Veneer Stucco -Drip Screed -Fd. Vents-Underflr. Access 57.. -Glazing Area -Glass Protection -Skylights -Plastic. S8 -Shear Walls; Nailing -Bolts A-59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date 6 1 T' S' Card 8-1 L 5 J Date Card B-1 Date % Card 8-1 Date Card 8-1 Date FIN (Plans) OK except #'s =r . Ext. Steps -Door & Sidelight Protection -Landings 62 S Eke Detector - furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection ,zoom Exiting G. .I. & Bath Fixtures & Tub -Access -Spa lec. Trim & Subpanel; Breaker Sizes & Labels JU_Stairs & Rails �-Eisepl ce or Stove; Clearances -Hearth 6 ec. Outlets at Wood Panel; Int. & Ext. 79, JWSixt. & Appliance; Grnd.-Air Gap -Cooking Clearance at.-Etec. Outlets & Receptacles at Kit. Counter _12 -Garage Fire Door; Swing -Landing -Closer 73 . Duct in Garage -Damper ---q,4-Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In rage; Above Floor -Meeh. Protection Elec. & Mech. Equip. Listed for Location 76.Receptacles in Garage; (G.F.I.)-Romex Protection 7 s lation-Foam-Looked in Attic 0 Yes 7 u#rd Rails & Deck Construction -Post Caps 7 dn. Vents & Crawl Hole Door -Drainage & Wood -Earth _pKarance Looked under Floor , O Yes Following instld.; Drive Yes 45 No; Walks Yes ❑ No; P nters ❑ Yes No ae'socco; Brown -Finish 8 Unit; Disconnect, Electrical, Plumbing Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to g,penings 8 Water Well; Disconnect, Electrical, Plumbing xprior Elec. Trim; G.F.I. Receptacle -Underground entilation Thr(mghout House _ aB�Correctio f(om Previous Inspections 7fv 89. )Cas T t -Meters Tagged; Gas -Electric 04162, 19 . W ter & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date `/T -?U Card B-= Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B -t Comments at Final: _v Ve OWNER COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone! -536-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 01 ERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date // —16 Inspector ,ms's.`civ:....7�i+"�c,.�-�+:�m+a�c'°"='fryl' ^^'%a'�-.`�'."`�Rr�*a"-'�:�•'t+++���nl.'�^"'"_'�+'T e+�+, ' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS '.•... 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matte/ or need additional explanation, please contact this office immediately/. A/1+11 • 3 .c PJ..c,� �A•t Sao a _ a�Q q� �.A., �.. ii}-�,._.��te-r.� �-�•- tii c',n-1n,. 44�..t�./� � w .c';"� D /� \ tn. �..� �✓ca-c.a�Cs�, s V '' o Cv U s iry U a� Date �G - a - 4(] Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 391-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Iter, r need additional explanation, please contact this office immediately. rolz- i Date Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 ?' 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-63Q7 . CORRECTION NOTICE OWNER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office whe correction of work is completed. If you have any question pertaining to this m ter, or need additional explanation, please contact this office immediately. ,I -P_ ___ OWN- / //. 71 _ _ , / - I 0 ...e jam s< t i Date �' 7�d Inspector v l(ci COUNTY OF BUTTE .,k ..%► DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico _ Phon2:'891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone:.872-6307 CORRECTION NOTICE OWNER 0 PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please.notify this office when correction of work -is completed. If you have any question pertaining to this maer, or need additional explanation, please contact this office immediately. G� Date —57— 62 — / d Inspector I l�i�_,�`�.•.-ar,,,....�,,.,:.,•w„p�'rww•rt+iriR'•/"6b':�:i'WVi y�!•.�rr`Mr.:.`tp"..'��.�'Yat.d1M'1��'�'L�.'�%' t COUNTY OF BUTTE . . . . . . ^4• -' I 1 I • DEPARTMENT OF PUBLIC WORKS • .. . r 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road,Paradise— Phone: 872-6307 CORRECTION NOTICE ng OWNER IPERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this ma3ter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE c^- DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this Inspector \F�� Date ' I COUNTY OF BUTTE w i DEPARTMENT OF PUBLIC WORKS ` 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you, have any question pertaining to this matter, or need additional explanation, please contact this office immediately. 't a •(T yr d: a --9d Inspector Date . ,. `�s I COUNTY OF BUTTE , DEPARTMENT OF PUBLIC WORKS 196 Memorial'Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541" 747 Elliott Road, Paradise --Phone: 872-6307 • CORRECTION N(?TICE VNER PERMIT, NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work'is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Datepector COUNTY OF BUTTE 'DEPARTMENT OF PUBLIC WORKS J' -196 Memorial Way, Chico {Phone: 891-2751 ' 7 County Center Drive, Orovi Ile — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE I k? Lr�,.� �� 7 OWNER P I PERMIT NO. !• r A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when #rrection of work is completed. If you have any question pertaining to this mater, or need ed additional explanation, please contact this office immediately. ti ii is ---� �•. Date Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 8914751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE l/NL 6,d i H OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when c rection of work is completed. If you have any question pertaining to this matter or need additional explanation, please contact this office immediately. rJ L L J CeA Or, t OV o S KGs/ e-� nuc n. Do Y ` /P) fq LL � M19 e rV Date / C Inspector - r CWR�SO'i�C, V�L��S�r/� OWNER'S NAME: C.�,{JL/d-/ice PERMIT #: 4-1 lL&y A.P. #: 7 Z' l3`�� RECEIVED When approved, process as follows: Mail to owner (Address) Mail to contractor (Name and Address)— /C /� U Call 2 �S63and hold for pickup at CW office. Deliver with next inspection. REVISED PLAN CHECK FEES PAID: DATE g� TIME $15.00 $30.00 Additional Fees Not Required Certificate of Compliance: Residential Climate Zone 11 V AL -CA ke N 6-H-% Protect Tltle _ � _ 2 � 20 — 6 Address t c_O Building Pcrtnit N T) L IL 8— ► Checked By / Date Enforcement Agency Use only BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic. to garMgG, typical, etc.) Wall .............. R_ [ �_ EXT VJ4LL 5 Wall .............. Roof ............. M C4 Roof ............. Floor ............. -\ \ &E - Floor ............. - - Slab Edge..... -� GLAZING Shading Devices - Glazing - ' Area Glass Type - Interior Exterior - Overhang Framing Type - Orientation (sf) (single. double) (roller blind etc.) (shadesareem etc.) (yeshto) (metaltwood) North 1 .5 MA rNL. North East (✓� 325.' _ East South (✓S 7--oT South ( ) West - West ( ) Skylight....... �2 _ THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) s inches Locaoon/Descrition(kitchen. bath. etc. LAS ,t. Iz,(a_ HVAC SYSTEMS Minimum Duct Type (fu naee, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE. SEER,HSPF) (attic, etc.) R -Valle (Btuh) (or approved equal) . Eu Ar1Aca &, c S t'7 16Z 32I Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS . Tank Manufacturer/Model# System Tvm (stora¢e zas. etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Glass Area % Glass BUILDING DATA1b• North 9J 5.5- 3.5 Conditioned Floor Area 6570 _ Number of Stories Number Units East South 3 2 S . 5 170.'719 5.9 3.1 a sed Ft of KSingle Family Detached (SFD) [ ] Addition Alone West Skylight 162 5 '3 49 Single Family Attached (SFA) [ ] Existing Building Total .e 16.6 [ ] Multi -Family (MF) [ ] Existing -Plus -Addition BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic. to garMgG, typical, etc.) Wall .............. R_ [ �_ EXT VJ4LL 5 Wall .............. Roof ............. M C4 Roof ............. Floor ............. -\ \ &E - Floor ............. - - Slab Edge..... -� GLAZING Shading Devices - Glazing - ' Area Glass Type - Interior Exterior - Overhang Framing Type - Orientation (sf) (single. double) (roller blind etc.) (shadesareem etc.) (yeshto) (metaltwood) North 1 .5 MA rNL. North East (✓� 325.' _ East South (✓S 7--oT South ( ) West - West ( ) Skylight....... �2 _ THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) s inches Locaoon/Descrition(kitchen. bath. etc. LAS ,t. Iz,(a_ HVAC SYSTEMS Minimum Duct Type (fu naee, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE. SEER,HSPF) (attic, etc.) R -Valle (Btuh) (or approved equal) . Eu Ar1Aca &, c S t'7 16Z 32I Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS . Tank Manufacturer/Model# System Tvm (stora¢e zas. etc.) Capacity (or approved equal) Special Feature(s) SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) R 4 �•" .. 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS'ITEMS T.O.LOOK OUT FOR (CONT'D) Exterior Taster - wee screeds (Sec. 4706). ,� -roper roof pitch for roof covering (Chapter 32) .2v Roof covering :type - (fire hazard). Rafter ties or'bearing ridge beam. �arage door; or1.-iporch header sizes. i9. adequate bracing. Living area over garage - complete 1 -hour separation required on garage side "�ncluding supporting walls and posts, etc. ' wo exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). 1 Attic access and ventilation (Sec. 3205). '� Underfloor access and ventilation (Sec. 2516). 1A Combustion air for fuel burning appliances. ,,Y. Noise requirements on duplexes. Adobe soils - special foundation design. etaining walls requiring design. 8 Unusual shape, size, or split level house requiring lateral design. . Flashing -at all exterior openings. �� ` �.ET'r�2 ort= ► tv r.IT � 2 N D wE;LL,s V N� T- 0 w l-�o w �Lo o R 3-0 i sT ov EA- '=oYE 2 A -RE 5 uPPo P_TE�.D , PMv-i�e L. %eRA-L ��s 5 t�1 o ►J 6-�lRr�� G", pdc:s ,vo-r- mwkpv 5.17 - - 3 A �XT� fif-�bE2S .�4�v� (�� �o'OP Ass w u�,45 ,2 s-T�y STS G E�� z 5/89 RESIDENTIAL PLAN CHECKING GUIDE _. (S.F., DUPLEX & MISC. ONLY)-, 1 / Bldg. Permit # -.2 `)�20 V ' OWNER ALC.AkELW_ L A.P. # 4 - 13 - I (o GENERAL Zoning requirements; (sideyards and number of permitted living units). Valuation. Plans signed'by designer. Energy Design and Compliance. Existing violations on property. Items on data sheet. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map or compliance document. FAU & FAS road setback. , FLOOR PLAN ,l.1�r_`Complete to scale plan with dimensions. /2:'__Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). ., , �!-kylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). �equired room sizes, ceiling heights (Sec. 1207). FCIs in baths, garage, and exterior outlets (Article 2.10-8). Light fixtures, switches, receptacles, and exterior receptacles of mechanidal equipment. C Locations of water heater, heating and cooling equipment, other gas equipment, and plumbing fixtures. J.O""Garage firewall, door size, and closer. (Sec. 503(d)(3)). ll - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location, alcoves, and clearance. 1�!Smoke detectors (Sec. 1210). STRUCTURAL DETAILS ,r for maintenance electrical or ,foundation plan complete enough to construct building. oor construction details complete enough to construct building. ,3 -I evations and wall construction details complete enough to construct building. of construction details complete enough to construct building. -5.. Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR l�tairway details: landings, rise and run, head clearance, handrails (Sec. 3306). 2. -Guardrail details (Sec. 1711 & 3306(j)). -3/ Brick or stone veneer (Chapter 30). 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS -TO -LOOK OUT FOR (CONY D) 4. Exterior plaster - weep screeds (Sec. 4706). 5. Proper roof pitch for roof covering (Chapter 32). 6. Roof covering type - (fire hazard). 7. Rafter ties or bearing ridge beam. 8. Garage door or porch header sizes. 9. Adequate bracing. 10. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts etc. 13'. Two exits on three-story dwe i gs (Sec see Mezannines - 1716). 12. Attic access and venon (Sec. 3205). 13. Underfloor access an ventilation (Sec. 2516). 14. Combustion air r fuel b ning appliances. 15. Noise requirements on dupl es. 16. Adobe soils - special foun :tion design. 17.' �Zetaining walls req firing de'gn. 18. Unusuaj. shape, siz or split evel h,use requiring lateral design. 19. F1'a hang at 11 ext for openin—ps. ^M "(Z INT Thi i=o 2 tJwEc.� r r� vN �� I 42-7 .. r4 4s� (T-- ��� n�w5r �E ,,�, o tr—: N 70/ S iZv5 i S (tE FCR " 361 57— cOvEpl FiYF_R SVP O rE� P f I M FA RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # 2 20 -'6/ OWNER VPA. P. # A2 -13-1(o GENERAL Zoning requirements: (sideyards and number of permitted living units). 2. Valuation. .3! Plans signed by designer. 4. Energy Design and Compliance. ,5! Existing violations on property. 6. Items on data sheet. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. �3. Other buildings or structures. .4� Grading, fills, drainage. Flood hazard. Special conditions on creation map or FAU & FAS road setback. FLOOR PLAN dkf tr 4 document. t ,,I -/Complete to scale plan with dimensions. 9- equired windows for light and ve i�+ation (Sec. 205).• equired windows for second exit (I ec. 1204). kylights (Chapter 34 & Sec. 52 uman impact glass (Sec. 5406). Required room sizes, ceiling fights (Sec. ). /'8�•FCIs in baths, garage, anderior outlets (Artie ight fixtures, switches, recept s, and exter,i,' /f mechanical equipment. ,,-Of of water heater, hea and coo ing eq_ 1 as equipment, and plumbing fi tur 5/89 /2,10-8) ;ecept 1 ord nen r elec ,,k0 -.--Garage firewall, door ze, ani clo -r (Sec. (d)(3) ' 1 - 3'0" exterior exit�or (Se 33 (e)). q! -P- -:1 place and wood stoveNliotatio oves, d cle Smoke detectors pec. 1210"S., STRUCTURAL DETAILS Foundation plan complete eno to onstnr ct o -or construction details comple enou.h to 1vations and wall construction detai s comp 4. �.of construction details complete eno� h to � Fireplace construction details and c s if MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, 2_details (Sec. 1711 & 3306(j)). stone veneer (Chapter 30), ,ntenance ical or 1 , ;1U. c b- il49struct uglo building. struct uildi g . s rv. nce,fhandrails'(Sec. 3306). 1 PL �. i - ow tct, �q2 Y -Lf —17 couNrr gd,LplNG DEPARTMEN 'APPROVED )A/ 60,t -- J U V CMCA�Q�� q.3o °Il I u9e. i SAI: PLANE - Planar Frame and Truss Analysis Version 1.52 - 03/30/87 - C4.0 Copyright (C) 1986, Structural Analysis, Inc. Boca Raton FL 33432 (305) 392-6597 User #SSSSSS Input data filename: B:\LR DATE: 7-24-1989 TIME: 17:23:26 PROJECT: LIVING ROOM ALTERNATE ROOF *** GENERAL DATA *** Members: 5 Joints 5 Load Conditions: 2 Elasticity: 1600.0 ksi Structure: PLANE FRAME ***JOINT DATA (feet) *** JT X Y R V H 1 .00 .00 0 1 1 2 4.00 4.00 0 0 0 .3 10.00 10.00 0 0 0 4 -16.00 4.00 0 0 0 5 20.00 .00 0 1.0 *** MEMBER DATA *** MEM FM TO TYPE AREA 1 1 2 0 ' 2 2 3 0 3 3 4 1 4 4 5 0 5 2 4 3 sq in. 13.88 13.88 13.88 13.88 8.25 INERTIA in**4 98.9 98.9 98.9 98.9 20.8 *************************************** *** OUTPUT FOR LOADING CONDITION 1 *** *************************************** E ksi 1600. 1600. 1600. 1600. 1600. *** MEMBER LOADS (UNIF-klf, CONC-kips) *** --,TYPE MEM -- LOAD ALPHA BEGIN UNIF---1 .04 45.00 .00 UNIF 2 .04 45.00 .00 UNIF 3 .04 -45.00 ..00 UNIF 4 .04 -45.00 .00 ' *** JOINT DEFORMATIONS *** JT ROTATION VERT HORIZ LENGTH feet 5.66 8.49 8.49 5.66 12.00-' END 5.66 8.49 8.49 5.66 v� p4.pFESs/o/v, ` Cy ; C�01 740 s Jj9TCIV1�- F OF CALW' MOM - Negative when clockwise SHR - Positive when acting in the positive Y -direction AXIAL - Positive when acting in the positive X -direction MEM S -MOM V 1H kip -ft radians inches inches 1 -.01041 .000 .000 2 -.00537 -.417 .415 3 .00293 -.422 .418 4 .00537 -.417 .421 5 .01041 .000 .836 *** MEMBER FORCES *** .00 MOM - Negative when clockwise SHR - Positive when acting in the positive Y -direction AXIAL - Positive when acting in the positive X -direction MEM S -MOM E -MOM kips kip -ft kip -ft 1 .00 1.81 2 71.81 .00 3 .00 1.81 4 -1. 81 z Z��-170� .00 5 .00 .00 S -SHR E -SHR S -AXIAL kips kips kips .40 -.24 .40 -.09 .33 .57 .33 -.09 .33 -.24 .40 : .24 .00 .00 -.47 *** RESTRAINING FORCES AT SUPPORTS *** JT MOMENT RY RX kip -ft kips kips 1 .0 .57 .00 5 .0 .57 .00 *************************************** *** OUTPUT FOR LOADING CONDITION 2 *************************************** *** JOINT DEFORMATIONS *** JT ROTATION VERT HORIZ S -AXIAL radians inches inches 1 .00000 .000 .000 2 .00000 .000 .000 3 .00000 .000 .000 4 .00000 ..000 .000 5 .00000 .000 .000 *** MEMBER FORCES *** m, 111111211- E-AXIAL 1I11,211E-AXIAL kips /IIwdU -.24 -.33 z -.40'- .47 .40-.47 o QRpF Esslo/v " No. 034730 I �r MOM -Negative when clockwise SHR - Positive when acting in the positive Y -direction AXIAL - Positive when acting in the positive X -direction � GF CA`•14�, MEM S -MOM E -MOM S -SHR E -SHR S -AXIAL E -AXIAL kip -ft kip -ft kips kips kips kips 1 .00 .00 .00 .00 .00 .00 2 .00 .00 .00 .00 .00 .00 3 .00 -= r .00 .00 .00 .00 .00 4 00 .00 .00 .00 .00 .00 ---� 5 .00 .00 .00 .00 .00 .00 *** RESTRAINING FORCES AT SUPPORTS *** GRIFFITH & ASSOCIATES Wood Column Documentation LINHART 1199 RAFTER Data Loads: M 21720 in -lbs V 400 lbs v P 400 lbs K 2.00 page b:\ WOODCOL �e e 3 S 10,11 i cz� Ivo. C 4730 n try: S A I ` Jg 2x10 21.39 13.88 98.93 La /67.92 Da 9.25 major axis Lb v 1.00 Db 1.50 minor axis Wood: Stress increase factor 100% Fb Fv E #2DF 1450.00 repetitive 95.00 .1.70E+OE use 1450.00 95.00 1.70E+OE K 27.00 = 0.671 *@SQRT(E/Fc) La/Da 7.34 Lb/Db 0.67 UD 7.34 Jcalc -0.23=(UD-1 1)/(K-1 1) J 0.00 (Jmust be between 0 and 1) Allowable Stress C / V 1 , ��P ^Tf Qr' CP51 Fc 1050.00 1050.00 for UD<=11; F'c= 1050.00 =Fc "SHORT" for 11<UD<=K; F'c= 1048.09=Fc*[1-(1/3)*(UD/K)"4] "INTERMEDIATE" for UD>K; F'c= 9459.28 =0.30*E/(UD)"2 "LONG" F' c 1050.00 Interaction fcc 28.83 =P/A actual axial stress fcc/ F'c 0.03 fbb 1015.38 =M/S actual bending stress fbb/(Fb-J * fcc) 0.70 fcc/F'c+fbb/(Fb-J*fcc) 0.73 <=?1.00 I/ Shear check fvv 43.24 =3 * V/(2 * A) psi 0.46=fvv/Fv <=1.00 1 ✓ STRUCTURAL CALCULATIONS 24 -Jul -89 GRIFFITH & ASSOCIATES Wood Column Documentation LINHART 1199 RAFTER Data Loads: M 21720 in -lbs V 400 lbs P 400 lbs K 2.00 try: S A I 2x10 21.39 13.88 98.93 La 101.88 Da 9.25 major axis Lb 1.00 Db 1.50 minor axis Wood: Stress increase factor 100% page 1_1_2 b:\ WOODCOL c0 RRO��N4( G7 'r ti No. C�;?�J \OF Fb Fv E Fc #2DF 1450.00 repetitive 95.00 1.70E+06 1050.00 use 1450.00 95.00 1.70E+06 1050.00 K 27.00 = 0.671 * @SQRT(E/Fc) La/Da 11.01 Lb/Db 0.67 UD 11.01 Jcalc 0.00=(UD-1 1)/(K-1 1) J 0.00 (J must be between 0 and 1) Allowable Stress for UD<=11; F'c= 1050.00 =Fc "SHORT" for 11<UD<=K; F'c= 1040.31=Fc*[1-(1/3)'(UD/K)"4] "INTERMEDIATE" for UD>K; F'c= 4204.13 =0.30" E/(UD)"2 "LONG" Pc 1040.31 Interaction fcc 28.83 =P/A actual axial stress fcc/F'c 0.03 fbb 1015.38 =M/S actual bending stress fbb/(Fb-J"fcc) . 0.70 fcc/F'c+fbb/(Fb-J'fcc) 0.73 <=?1.00 Shear check fvv 43.24 =3' V/(2' A) psi 0.46 =fvv/Fv <=1.00 1 STRUCTURAL CALCULATIONS 24 -Jul -89 I A2 381 50 SHEETS 5 SQUARE 2317 111 SHEETS 5 SQUARE d2-789 1,,200 SHEETS 5 SQUARE RIM rn C/7 0 P LO I A2 381 50 SHEETS 5 SQUARE 2317 111 SHEETS 5 SQUARE d2-789 1,,200 SHEETS 5 SQUARE RIM JT MOMENT kip -ft 1 .0 5 .0 End of PLANE Elapsed Time: RY RX kips kips .00 .00 .00 .00 0 min 6 sec r0 9�0,:Lsio /,q! ter •l � Plo. U34; 30 I sr CIV\� a�`P q OF GAS 0'7,119. 89 11:54 ANI *415-751-0947 SF USA P02 If ,�'_ - :oLLA-Id Q AA-PTSJL 07,19.89 11:54 AM *415-751-0947 SF USA P03 -h- a:- 14?* .. . ........ -zA"' 67'4,, 12 + v 7 V70 k 14wA-S 6�2�PP; ►-�,T�f S 7 � pi2oSEcT Z Over' t I 9 eount* of- � ■utte OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: Wm Sq uyres ADDRESS: P.O.. Box 3176 CITY & STATE: Chico. CA --95927-3176 IMPORTANT: DATE OF CLAIM: June 19, 1989 SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERV►r_Es DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) I AMOUNT Bldg Permit Appin. #1510-89BPEM, Receipt,#40908, dated 5/14/89, A.P. #42-13-16. Owner: Christine Valcarenghi. This permit was refunded on May 23, 1989. Due to clerical error we retained the plan checking fee and this fee should also be refunded. REFUND ENERGY PLAN CHECKING FEE ---------------- $15.00 REFUND PLAN CHECKING FEE -----------------------X37,25 ;52.25 TOTAL REFUND DUE --- --------------------------------------- ---$ 52.25 6/19/89 I Wm. Squyres: i Please complete the attached claim where marked and return'to this office so we may process the claim. Sorry about the error. -Anne r TOTAL X52 25 I, the undersigned,i declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that thi's claim is true and correct as stated. ated this . day of t .. AD................ . June 19 89, eCalif. % Signeturc o. Clelm..... ............................... ant I, the undersigned, hereby certify that, to the beat of my 'knowledge, the services or articles specified above have been performed or de- livered and that there is a Budget Appropriation F] or Specific Board Approval O' (Check one) for the same. Dated this .................................... day of ............................. 19....... atCalif. ................................................................................................................... Department. Head or Authorized Deputy Dept. Exp.:, D Code......................... 44a_ .0.0.2Code............. .�4.210500.............. PAYABLE FROM Q�wSt..r....J Qi m�.. .$.................. FUND ............ DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY ! DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE' ENCUMB. GROSS AMT. eoutd* i"Outte OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: Wm. Sguyres ADDRESS: P.O. Box 3176 CITY & STATE: Chico, CA 95927-3176 IMPORTANT: SEE INSTRUCTIONS May 25, 1989 DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided not to do work. (Bldg Permit Appin. #15, X89,$ EM, Receipt #40908, dated 5/14/89, A.P. #42-13-16) Owner: CKristine Val arenghi Building permit fees paid --------------------- $136.75 Retain filing fees ----------------- $10.00 Retain plan checking fees---------- $37.25 Retain energy plan checking fees ---$15.00 Amount retained-----=-----------------------$ 62.25 Refunddue ------------------------------------------------ $74.50 Plumbing permit fees paid --------------------- $ 46.00 Retain filing fee-----------------------------$ 10.00 REfunddue------------------------------------------------ $36.00- 3 .00Electrical Electricalpermit fees paid------------------- 50.00 Retain filing fee----------------------------- 10.00 Refund due------------------------------------------------ $40.00— Mechanical permit fees paid ------------------- $ 31.00 Retain filing fee-----------------------------$ 10.00 Refunddue ------------------------------------------------ Refund energy inspection fee paid ------------------------- $30.00 UNUE----------------------------------------- $201.50 TOTAL $201. 50 I, the undersigned, declare under penalty of perjury that. the services or articles claimed have been performed or dell v d, and that this claim is true and correct as stated. Dated this z... day of Ct 19 et 1 C O r......... ............y....... ................................• Calif. // ............................ Signature of Claimen I, the •undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or de- livered and that there is a Budget Appropriation or Specific Board Approval (Check one) f he same. roville Dated this.....................25th ............... day of ................. May........... 19. 89 ....., at OCalif. ..... • De arment Heed or Authorized uty codD e ........444..-442 ............... code ............4210500 PAYABLE FROM ....COn Permits ......................................................... FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. I • COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville,„CalifoMia 95965 - Telephone: 916/538-7541. APPLICATION AND PERMIT v (J ASSESSOR PARC NUMBER ZONING '—_- BUILDING PERMIT O NER F( t Nl # PJ* 9 TELEPHONE SQ. FT. OCC. BUILDING VALUATION 3 o 0 ER' AILING A DR SS 2 EV(,1, . S-99 CONTRAC OR'S NAM¢S , TELE LJ /I7i N DSS ` A`� '33to0 CO"RA R'S MAI I A RESS CAW 5700 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee ,$' 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ti Fy ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ `j7t 2 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 2$ 4/Y Permit tee / � .$ l {/_; PLUMBING PERMIT Filing Fee 10.00 e 0 Each Trap 2,00 (o Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent5.00 �!� USE OF STRUCTURE SF' Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Seo Building sewer 5.00 °' Mobile Home S G W 0.00 ea TYPE OF WORK New ❑ Addition emodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ i Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 Z �� CONTRACTORS LICENSE LAW 1 declar under penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. the Business end Profe dig c my license IS In lv l fOr and effect. L hV License No. Classification El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING Oc Pea` , OR ADDNS. ( ACC. BLOGS. / �22Sgft NEW CONSTR TI.OUTLE NON.R ESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS tr (SINGLE OUTLET CIR. . 20050t EX. OCCU OUTLETS OR FIXTURES 5AL030 p� eAloao FIXED APLNS OR Ex. Occup. OUT ETSPIRESIDO-EA.) 2.00 Temporary service 10.00 f0 Mobile Home Facilities 15.00 Misc. Wiring 15.00 0� 9 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become suIJ to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10,00 Heating o Coolin g Gj Hood 3.00 Ventilation (o!CAW Permit Fee s Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmless the County of Butte against all liabilitie , judgments, costs, d xpenses which may in any way accrue a 'nst said o ty inTue c of a granting of this peermi . Date Signature of Applicant — Owner E] Contractor Agent ❑ An OSHA permit is required for excavations over 5'0” eep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ p TOTAL PERMIT FEE $'1931 OCCu P. CONST.TTPL SCHOOL FLOOD PARCEL I PD I HD 139UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. WHITE-D.P.W.. TELL0W-A3e(3eOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT QF�pUBLIC WORKS - BUILDING DIVISION d' .;, .., 7 COUNTY CENTER,DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 ' .,,,.,,.PERMIT APPLICATION DATA SHEET • � Permit No. OWNER r» P No. /V — % --2;'' CJ Proposed Building Use_ �r Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ . Park feesp Idr-..............................p.................... Sc O I District fees aid ................. 13. anitation approval from 14 Health Department ... 4. City of Chico plumbing permit ...................................... 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: 17. Improvements may be required. 18.,•Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Inspection for required .... Pre-Inspec. request to Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ f� 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. 26. When you issue the permit, process as follows: Mailo wner. Mail to contractor. Telephone_=�Zand hold for pickup at office. Deliver w/inspector. ... ( Other 1 Appl icant Date f901 vt1 Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new,item not' checked above). 1. Index permit for above items No. 2. Additional items required: 1 t Contractor, designer, owner, was advised of above required data by_phone_maiI—counter by date Contractor, designer, owner, was advised of above required data by —phone _maII—counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet _ AP folder Copy—DPW emmt*(�.�' 4'&W r OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: Wm. Sauyres ADDRESS: P.O. Box 3176 CITY & STATE: Chico, CA 95927-3176 IMPORTANT: .Tune 19, 1989 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERvirFt DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) I AMOUNT i B t A.pin. #1510-89BPEM, Receipt #40908, dated 5/14/89, .P. #42-13-167'Owner: Kristine Valcarenghi. This permit was .refundeF on May 23, 1989. Due to clerical error we retained the plan checking fee and this fee should also be refunded.• REFUND ENERGY PLAN CHECKING FEE ---------------- $15.00 REFUND PLAN CHECKING FEE ----------------------- $37.25 52.25 TOTAL REFUND DUE -------------------------------------------- ---$52.25 I TOTAL $52 25 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed eli a d, d that this claim is true and correct as stated. Dated this ♦♦♦,.�............. day of .... June , 19 89, at calir ............................................................ ............ ' Signature of Claimant . I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above h e b en performe or de- livered and that there is a Budget Appropriation ❑ or Specific Board Approval ❑ (Check one) for the same Dated this 27th day or ......,•June,,,,,,,,, 19-,8,9at QrQv ,lle, , Calif. .... ...... ........... ....... .................................... e rtment Head or Authoriz Deputy Dept. Exp. Code ............4.4.0...0.0.2 42.1,0500..............PAYABLE FROM — Code .............. Q115.L.t ...... FPei J,1s.................... FUND ........... DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. (JI& ` PERMIT NO. 177)96-89B,P,E,m PERMIT EXPIRES .,OWNER GERARD VALCARENGHI a. CON ASSESSOR PARCEJ2-13-16 LOCATION 2816 Oak Way, Chico /U j�clr- Z ses t 0 •r / Temp. Power Pole Temp. Else. Service Called PG&E / Temp. Gas Service Called PG&E 4 JOB FINALED (Date) �a 7 Signature Z`J = OK 0 = Not•,OK = Not Readable Not yMOBILE HOMES r - MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES; (Plans)OK 6kcept #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -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 (§_ketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ % Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance -7. Elec.:-- - - - 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -131 Date _ 10. Roof; Shthg-Roofing Card -131 Date Card -131 Date • - 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -81 Date - 2. Footings; Size -Spacing -Marriage LineCard-131 Date Card -81 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK -except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability _ 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy _ 5. Elec.; Pool Lighting; 15 volts-GFI " 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater _ 8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panel boards- Ins. to Main in Conduit Card -61 Date _ Card -B1 Date _`' Card -81 Date Card -61 ._ Date, _ 9. Health Department Approval . • . - 10. Plunib.; Cir. Test -Water Supply Test Card -1211 Date Card -81 Date Card -61 Date Card -131 Date I J 1 a' = OK - '0 = Not K`'0=Not OK - =Not Applicable = Not Ready RESIDENTIAL (Single and Duplex) Date 7tg;,.Porches �7 UND LOOK (Plans) OK except #'s r Date A*MG (Continued) on Setbacks; -Easements -Flood -Slope 4 an rs-Post Caps -Anchors -Connectors g. • ain, Soils-Steel-Elec. Grnd.-/ Z-9 Ftg. Depth ng. Joist -R ies-Purlin.Real Brac.-Truss-Strthng-wrig. Garage; Soils -Steel-/ Ftg. Depth ire lace Ties or Type-A-Flne-Fireplacee & Decks; Soils -Steel :e,&,/"Ftg. Depth 4 , ttic A ss; Size &Romex Protection -Draft Stop -I s. Baffles . t walls, Main; Steel -Bloc kouts-Wrapped 4 indows or Exiting Do i I Hgt. a ions St mwalls, Garage; Steel- Blockouts-Wrappedar ire Protection Framing lab; Steel -Wrapped- . ro ine Firewall & Openings Piers-Fireplae,e-Ftg--Steel 5t -Ext. Doors -One 3' -Check - 1CA(Gas Pipe; Size -Anchors i-7 lywood on Roof Overhang -Attic Vents -Rafter Outriggers" 11)(Water Pipe; Test -Anchors -Regulator -Service Test 56.8iOf-ailing Veneer 12J.(Electric; Underground 5 . t o Mesh -Drip Screed -Fd. Vents-Underflr. Access 1 s ort -Ins. . lazing Area -Glass Protection -Skylights -Plastic 1 - - - ipples ar Walls; Nailing -Bolts 1&.4eesv+ation , n�sulation-Walls-Cig. W.-Walls-Walls Card-61 P-0, Date ? S Card -B1 Date " Card -B1 Dat Card -B1 Date Card -B1 ( Dat!9 "S Card -B1 Date eo� � Card -B1 Dat y %ard-81 Date Date PLU G (Permit) OK except #'s .water—t. Vent -Access -Combustion Air -Baffle Date FINA ) OKexce t #'s ate ipe; T nch - ail Rfetetlkon teps-Door & Sidelight Protection -Landings 1 .V.; Test- Fttagg-k Analaer8-Nail4Proteotion I. moke Detector hower Pan; Test, First Floor -Tub Accessrnace; Vents -Clearance -Comb. Air-Connector- Inge; Above Floor -Ducts -Mach. Protection 29-Te9tTub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors -j edr Exiting " Bath Fixtures & Tub ess-Spa rim & Subpanel; Br er Sizes -Labels Card-Blt/ Dates Card -B1 Date ' �I 67 -Stairs & ai s Card -B Da Card -61 Date 68 - 6 ec. gu#ets at Wood Panel; Int. & Ext. Date ELEC AL (Permit) OK except #'s Ixtur -Transformer Clearance -Ins. Protection Appliance; Grnd. -Air Gap- ng C earance ee . ceptacles Spacing -Lights & Switches at Doors. Ou .ets & Receptacles at Kit. er ize B s & No. of Conductors -Stapled e Fire Door; Swing -Landing 2 x Installed Close to Edge of Studs & C.J. 7 .,A.0 ct in Garage Damper e q round made up w/Mech. Fastener 'Bon a W tr. Htr.; Vents- tea ance-Comb. Air -Co or -P In G e; Above Floor-Mech. Pr on Appliance Circuts in Kitchen &Conductor Size/G.F.I. b., Elec. & Mech. Equip. Listed for d 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu o I c eceptacles in Garage; (G. .. -Romex Protec. ange Circ. /I f / ga. Cu = ven Circ. / / ga. Cu or Al. Insu[pAed Neutral Yes Nouar nsula 'on -Foam -Looked in Attic es ils & Deck Construction -Pest -Ca s er ' e -Riser Conductors & Ground -Main Disconnect dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearances Panels-Motors-Mech. Equip. CleAcance Looked under Floor 't3� Qi*des Closet Light -Shower Light -Spa Light ollowing instld.; Drive Yes o; Walks 13Yes o; Plantes ❑ Yes �7 moke Detector t co; Brown -F' ' Card -131 6 Date(?-5Card-B1 Date . nit; Disconnect Electrics_P Plumbing 9 la0cgWeFt Card -131 Dat �,q Card -B1 Date 3 s Above Roof; Plbg.-Appliance-Firepl.-Clearance to nings�-- Date MECH AL (Permit) OK except #'s . Water Well; Disconnect, Electrical, Plumbing 3 . C cts Insulation & Support xterior lec. Trim; G. .. eceptacle-Underground e an; Exhaust ab 2e i ai n entilation throughout House on ensate D& Ove ; Size & 8 ass Protection - 3 ace- t; Access -Comb. Air -Return Air Vent -115 outlet rrections from Previous Inpections 7 ttic Access & Platform if Furnace in Attic 89. Gas Te"- eters Ta ; Gas -Electric 401110wiy, 10-4-& 90. Water & Sewer Connected -C _ Grade -HD Approval ergy Compliance Certificate -Other Certificates Card -B1 DatS'- Card -81 Date o ing Certificate Card -B1 Date�7� Card -B1 Date Card -131 UtS Date46q-Sq Card -131 Date Card -B1 Date�p Card -B1 Date Date FRAM 1IN�Plans) OK except #'s wlills,Pxeper Material & Anchors Card -B1 / Date Card -131 Date tuds-Nailing, Spacing & Bracing -Plates -Sound Comments at Final: B ng Walls over Girders & Floor Nailing raf top in Walls (rat proof) ire tops; Furred Ceilings-Stairs-Chasef-Tud- 44e'FTeader & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) f� COUNTY OF BUTTS §% ....... DEPARTMENT OF PUBLIC WORKS "k :196 Memorial Way, Chico — Phone: 891-2751 . . . . . „<<s ' 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE - VNER PERMIT N0. A routine inspection indicates that the following violations of County Ordinance 'K exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter need additional explanation, please contact this office immediately. I I IN M �1 ■ - t l n --ii_— Inspector.( 4 Al 0 Q Q Date 10—D 1 �E "�- COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT Nd. - A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. io ys/ Inspector. L � Date vwaj'�..m.rsgaic�y�:�cntl-a+s^—+.•RY�rwr-.+-,-.-.�.>sr..�_••r+.:.....rs--s.r•..Y�...�yw.=�zKr+-c...ry,.?.� COUNTY OF BUTTE y"' ' DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Pho6e: 891- 751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine insp tion indicates that the following violations of County Ordinance exist at the bove address and should be corrected., Please notify this office when corre ion of work is completed. If you have any question pertaining to this 2;er, oneed additional explanation, please contact this office immediately. A&6 / Z C zloa'lt r n/1 S_."f /. /..if 1 r Inspector �«c •r�,..n•.--••-•T--4e"..yq:=s;a'stSl-'�-�*'�v�•.ri:. .:.r•a•S...hMr.,�•�-.:. .-.o..-w.av-.ys� t: COUNTY OF BUTTE • DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 f. 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. a .q A, routine inspection indicates that the following violations of County Ordinance ,o exist at the above address and should be corrected. Please notify this office when orrection of work is completed. If you have any question pertaining to this matt r, or need additional explanation, please contact this office immediately.` rM �7-�%��i �Lt•%F�� .� moi- � �4 ��'� �` r :i Inspector. / /'�?/t/i (J��`-' Date �— — COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS _ 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 338-7541 ' 747 Elliott Road, Paradise — Phone: 872-6307 . CORRECTION N OT I C E �- VNER - - — - J PERMIT NI A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Vii., I . . f 14 Inspector Date — -co � �7` 1 Owner N . 8 Ofl k Wa LOCATION Permit No. ENERGY CERTIFICATION 10-1h ► e o 0-_c- . DESCRIPTION OF INSULATION A. P. ROOF MATERIAL BRAND NAME THICKNESS THERMAL RMSTANCE (R VALUE) EXTERIOR WALL MATERIAL Fiberglass BRAND NAME Certainteed THICKNESS. 3' Z THERMAL RESISTANCE (R VALUE) CEILING BATT OR BLANKET TYPEaL L' 14 u.aa BRAND NAME Certainteed THICKNESS THERMAL RESISTANCE (R VALUE) - O LOOSE FILL TYPE INS - A BRAND NAME Certainteed THICKNESS THERMA RESISTANCE (R VALUET FLOOR, ELEVATED MATERIAL FIBERGLASS BRAND NAME CERTAINTEED THICKNESS THERMAL RESISTANCE VOU`GL�ye t') 1 Com" FLOOR, MATERIAL BRAND NAME THICKNESS THERMAL RESISTANCE (R VALUE) - t WIDTH FOUNDATION WALL MATERIAL. BRAND NAME THICKNESS THERMAL RESISTANCE (R VALUE) I,hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. SHASTA INSULATION #530235 FIRM W.OnER STATE CONTRACTOR"S LICENSE N'0. I hereby certify the above insulation and all required items as shown' on the Building Department approved plans and attachments have been installed as required by the State of California Energy. Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. ------�� __ �1�c1------- =--- 2C�'3—� -----=----------------- Fl ^ NAME/ 'E' (PL7CO�'TRACTOR/OWNER RINT) STATE CONTRACTOR"s LlCENSf NO. --- ° --G -------------- -- SIGNATLRE OF GENERAL ll,AT} This certificate must be on file wdth the Bl.11,DTNG' DEPARTPIENT prior to final inspection approval and a coPy shall be posted Within the building. IANt!ARY 1984 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PR IT Or-lea 7 County Center Drive - Oroville. California 95965 -Telephone: 916/538-7541 APPLICAT104 ANRPERMIT A SOR P CEy UMBER / ZONIN BUILDING PERMIT 0/fWR 0_ ra t ii TELEPHONE S0. FT. OCC. BUILDING VALUATION OR'S (LING ADD SS p C I11 I CIO C TRA OR'S NAME// TELEPHONE CO T TOR'S ILING A DRES AL I r r9 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRES$a Q,[J- Permit fee $ PLUMBING PERMIT Filing Fee 10.00 7 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 55,00 Each qas water heater or vent 5,00 USE OF STRUCTURE SFA Duplex❑ Mobilehome❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remod Utilities ❑ Installation ❑ Other [Permit Describe work: Ve- r Q rr{'►♦ Gas piping system 1 - 5 outlets 5.00 Building sewer5.00 Mobile Home S G W 0.00 ea Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service E00V OR LESS 100 AMP OR LESS 10.00 CONTRACTORS LICENSE LAW I declare der penalty of perjury (Check One): _ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. 3 203 License No._ Classification ElIEx. as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.EI OR ACDNS. ( ACC, BLDGS. /2Qsgft NEW CONSTR TI -OUTLET NON RE .BRA CH CIRC TS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. I Ex. OCCup(OUTLETS OR FIXTURES 200SOt BALI 30 OCCUp. OUTLETS FIXED P(RESID )LNS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 0.00 Heating Cooling g Hood 3,00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemn' an ke harmless the County of Butte against all liabili ' s, ju ents t an penses which may in any way accrue against d Co y in s n of he granting of this permit. X(� Date Signature of Applicant — Owner❑ Contractor �' Agenr ❑ An OSHA permit is required for ex Ovations over 5'0" deep and demolition or construct- of structures over 3 stories in ght.Receipt Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE ocCUP. CONST.TTPC ISCHOOLIFLOOIP,ARCELI PD O ISSUE This permit is hereby issued under Bions of the Butte County Code work in a d above for whice DIRE PUBion PE ITEXPIRES Date the applicable provi- kand/rlutions to do been paid. No. 11 4J.;B WHITE-D.P.W., YELLOW -ASE CS EO R, PINK-INSPECTO ,OOL ROD -APPLICANT 89 0 ;; 'y V. V V V w V v v v v v ♦ • �•- -� �•- -•-•- -•-•_ _� •_ _•..•_ _• J s COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND.PERMIT / ER 11 NO TZ / (O ASSESSO P=R%EL NUMB R ZON N-110 BUILDING PERMI OWNER �e e4. ! TELEPHONE SQ. FT. OCC. BUILDING VALUATION / OWN I INGDD .45 4 CO T ACTOR'S NAME TELEPHONE D doUt fzC ?600 � O T A OR' M IL G ADD �r�^//A povESSCf,v FCONS Fireplace RUCTION LE ER UN NOWN Total Valuation $ - L O LENDER'S MAILING ADDRESS Filing Fee $ 1000 Permit Fee S ' ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee a Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS / Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap `� 2.00 —e Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP I I Water piping '55,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF� Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets -10 5.00 a--- Building sewer 5.00a . Mobile Home S I G I W 0.00 ea TYPE OF WORK New, ] Addition ❑p /nRemodel ❑ Utilities ❑ installation[]Other ❑ Desclri``be work: 1:Z%SK Permit Fee $ 3 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS .--- 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I dpcI re under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Di f the Business and Profess' e�a�d Cy license is in fy rce and effect. V License No. Classification ❑ y 1 as the -owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING O , f OR ADDNS. ACC. BLDGS.c /z2sgft NEW CONSTR COUTLET 2,50 ea NO N.R 0. .BRA C CIRC TS /POWER APPARATUS e (SINGLE OUTLET CIR. I Ex. OCCU OUTLETS OR FIXTURES 5AL@3t P eAL030 IXED PR Ex. Occup. OUTLETS (RESID ) EA.) 1 2.00 Temporary service 1 10.00 0 Mobile Home Facilities 15.00 Misc. Wiring g 15,00, ,/ _— • Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating 6—� Coolin g Hood 3.00 Ventilation 3 �3 O120 penult Fee $ --� Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities judgmentco an expenses which may in any way accrue ag 'nst said oyflty i7! -'eq a ce the granting of this per it. �- X �Date S Signature of Applicant — Owner❑ Contractory, Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories ip height. Mobile Home Installation Fee $ Energy Inspection Fee $ 65 TOTAL PERMIT FEE �-� OCCu P. a 3 CONSTi.T�YPE v�tT 9cNo I Loo PARD PD HD 139 This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY::9� PER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 6—" - Receipt No. �S� C WHIT[-D.P.W.. YELLOW -AS SOR. PINK-INSPECTO . GOLDENROD-APPLIC NT TO Buildinq Department FROM: Environmental Health SUBJECT: Sanitation Clearance P Owner Location AP# Plan Approved for: Sewage Disposal Water Supply �- olKf inal for: ��,4 �S� Water Supply Final clearance O.K. for: Water Supply Clearance for _ bedroom mobile home. Other U3d4k�., L NOTE *** Sanitar n Da COUNTY OF BUTTE - DEPARTMENTS' OP -PUB LIC WORKS -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL ,C }L'',IFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICA110N DATA SHEE T Permit No.,d- OWNER," .Y� l .i� « r 'i' A. P. No. Proposed Building Use �ihlgl s ."D= Building InspectorDate /1 , �T11 1 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ ........................ 0. Chico Urban Area fees paid .�.."���.�.<.�;_:.t.. 11. Park fees paid ..................................................... _ 2 9!! -t'') School District fees paid ................. 49 1 anitation approval from d_d iLt_'2 Health Department ... Z 14. City of Chico plumbing permit ..................................... . 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... n Pre-Inspec. request to 19. Pre -Inspection for required ...... Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... Z�K22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) .. 23. Recorded copy of Agricultural Acknowledgment Statement ............ —7 ' 24. Letter Qf s' nat re authorizati n ............... e-*-. .. ..... 26. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 7 and hold for pickup at 9?_41 co office. Deliver w/inspector. nthpr Copy of plans sent Health Dept., Fire Dept„ —Other—Date The following data must be submittedprior to gerrr�.it issuance: (Circle new item not checked above). 1. Index permit for above items No._9.3 2. Additional items required: ' ontractor esigner, owner, was advised of above required data by_L-phone__maiI—counter by a- date (O -Z, `46 Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date P is approved by --(', aL Date 6 -LI *—Sets of Alans�on hold in File cabinet t//AP folder Copy -DPW 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) j Bldg. Permit # % G -69 OWNE � C ti R' Si'l� A. P. # 42 - GENER L Zoning requirements: (sideyards and number of .permitted living units). / Valuation. Plans signed by designer. nergy Design and Compliance. d l — xisting violations on property. Items on data sheet. /� PLOT LAN \ plete parcel size and dimensions. Setbacks, sideyards, easements, etc. D Other .buildings or structures. Grading, fills, drainage. / Flood hazard. Special conditions on creation map or compliance document. YY FAU & FAS road setback. FLOOR PLAN Complete to scale plari.,with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). 5<5 Human impact glass (Sec. 5406). 6Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance �f mechanical equipment. ,9: Locations of water heater, heating and cooling equipment, other electrical or 4as equipment, and plumbing fixtures. arage firewall, door size, and closer (Sec. 503(d)(3)). X11 - 3'0" exterior exit door (Sec. 3304(e)). i2. Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS / Foundation plan complete enough to construct building. ,2: Floor construction details complete enough to construct building. / Elevations and wall construction details complete enough to construct building. .G. oof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway. details: landings, rise and run, head clearance, handrails (Sec. 3306). ,/ Guardrail details (Sec. 1711 & 3306(j)). �j Brick or stone veneer (Chapter 30). 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONT`D) +./Exterior plaster - weep screeds (Sec. 4706). Y/ Proper roof pitch for roof covering (Chapter 32). 5 Roof covering type - (fire hazard). 7-�after ties or bearing ridge beam. 8 Garage door or porch header sizes. 9� dequate bracing. Living area over garage - complete 1 -hour separation required on garage side 1T.including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). 1; ttic access and ventilation (Sec. 3205). L3. Underfloor access and ventilation (Sec. 2516). L4; ombustion air for fuel burning appliances. poise requirements on duplexes. D1Ddobe soils - special foundation design. etaining walls requiring design. 1.. Xnusual shape, size, or split level house requiring lateral design. l9l. Flashing at all exterior openings. I. � "�' . ... , .: _ rte:'_ - � �} - . � • 'r -: .�� `�• .ti ,�� BUTTE. COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (SGj 1 } (One Form per Building) A.P. Number "%"'/l Building Department No. School District City. Q County ® Jurisdiction Property Owner. -402 Project Location/Address .22ig QAV,&JA Subdivision Lot Number Residential Development: Sq. Footage /<6 # of Living MHI Addition (Group R) Units Commercial/Industrial: a' Sq. Footage New Addition (Including Exterior Roofed Areas) "'-""BuildingvDepartment Representative a rDate4 ******************************************************************* (Floor Plans reviewed by School District Personnel) District Id No. �. ,l,a School _District certifies that (Appeliicant Name) (J/� ( Phone Number)' 42 (Street Address) (City) (State) sr (Zip Code) has complied with .the requirements of Resolution No. by the payment of $ 1 T 9, t representing � square feet. / AFX/F School Dristrict Representative `Date_ ' PAID BY CHECK NO. BANK NO PAID BY CASH REMARKS: white -applicant, yellow -building department, pink -school district o SCHOOL.FEE (8/88) 69-021663 ; 69-021863 69-021863 89-0218613 R e c Fee 5.00 Cash 5.00 ,Recorded Official Records County bf {` ' Butte Candace'J. Grubbs Recorder ; 11:26am 14 -Jun -89 RB 1. Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of`~'the' Butte County Code , requires this acknowledgement be recorded prior to issuance of a building permit. NOT COMPARED.W" The property described herein is adjacent ORIGINAL DOCUMENT to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to incon- veniences or discomfort arising '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 agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that -real property situate in the County of Butte, State.of California, described as follows: Date: State Lot 20 as shown on that certain Map entitled, "Map of the Seventh Subdivision of the John Bidwell Rancho, Near Chico, Butte County,' California", which Map was recorded in the Office of the Recorder of the County of Butte, State of California, on November 11;1902, in volumn 5 of Maps, at page 29. •........................... 4...............y ° ° OFFICIAL SEAL ° W. J. GOL.LING n"�*, +• „ No �� , -- CALIFORNIA PUFLIC ° PRINCIPAL. OrFICE IN BUTTE COUNTY h1y Commission Expires August 28, 1992 iaa.a........oa.............a.a....a.00.....M �`� E TY OWNERS of On this the day of!? 19, before me, SS. the undersigned �.otary.Public, erson/ally appeared Countyof Personally known to me. [] Proved to me on the basis of satisfadtory evidence. to be the person(s) whose name(s) L subscribed to the within instrument and acknowledged that executed the same for the purposes thereinontained. IN WI NCSS WHEREOF, I hereunto set my hand and offic seal. Present A. P. No. 1,2 - / 6 otary Public 42-13-16 � VALCARENGHI,.Christine 2816 Oak Way, Chico (demolish/SF)- FINALED -,COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS PERMIT NO. 1 TColntyy Center Drive - Oroville, �alifornla 95965 - Telephone: 91 /538-7541 APPLICATION AND PERMIT ASSESSO R(PARGELUMB'ER /' - ZONING 'BUILDING PERMIT OWNER., ', TH0q E SO. FT. OCC. BUILDING VALUATION OWN R''S MAI LI ADDRESS // 1 r CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS- -3 't. "' - Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS W r Permit fee $ PLUMBING PERMIT Filing Fee 10.00 n (, Each Trap 2.00 °1 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME - PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home is G W 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service eoov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. ` Icense No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively'contract ing with licensed contract- ors. (Sec. 7044) 1 ❑ I am exempt under Sec._Business and Professions Code for this reason i L NEW CONST. DWELLING OCCUP.&I, OR ADDNS. ACC. BLDGS. /20sgIt NEW CONSTR. U I -OUTLET 2,50 ea NON-RESID .BRA CH CIRC ITS POWER APPARATUS e SINGLE OUTLET CIR. ez0050e Ex. Occup(OUTLETS OR FIXTURES AL030 FIXED APPLNS. OR Ex. OCCUp. OUTLETS (RESID.) EJ 1 2.00 Temporary service 1 10.00 51 Mobile Home Facilities 15.00 Misc.Wiring 15.00 9 Permit Fee $ WORKMEN'S COMPENSATION'INSURANCE I declare under penalty of perjury (check one): ` ❑ The permit is for $100.00 (valuation),dr less. ❑ I have placed on file �ith the County of Butte Building Department a Certificate of WorkmP hi,"sCompensation Insurance or a Certificate gf Cto Self -Insure.' �•.1, ; FI -V! shall not employ any'persoriiin any manner so as to become subject to the W. C. laws of California.'l i, Notice to Applicant: If after.rriaking this statement, should you become subject o to the W. C. provisions of the Latior Code, you mustlforthwith comply with such provisions or this permit shall be deemed revoked' Contractor MECHANICAL PERMIT Filing Fee J 10.00 Heating j Cooling g I Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X f,( . �' l l� / L�.._ - Date Signature of Applicant - Owner ' 9 PP ❑ Contractor ❑ Agent[—_] An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over ght. in hei0/0 Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ oCCUP. CONST.TYPc SCHOOL I PLO oo PARCEL Pn NO I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicate bove fgh yrhich �J D TO OF UBLIC By ` + PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been aid. P WORKS Date "��-07 '— /32stories Receipt No. 7/5 � WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT JCOUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. �— 7 County Center Drive - Oroville, Cal-forn�e 95965 - Telephone: 916/538-7541 _� APPLICATION AND PERMIT ASSESSO ARCEL N MBER Z -- - ZONING BUILDING PERMIT owNE > 1 T PZ E SQ. FT. OCC. BUILDING VALU ON OWN R'S MAILI ADDRESS Z i CONTRACTOR'SNAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ 04�, ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS nal W Permit tee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF)4 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00 ea TYPE OF WORK 11 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation El Other RT Describe work: 90 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 i Main service 100 AMP 00V OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. cense No. Classification as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.EI , OR ADDNS. ACC. BLDGS. /20sq ft NEW CONSTR.MULTI-OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS e SINGLE OUTLET CIR. EX. OCCU 20ee0C poUTLETS OR FIXTURES SALO 30 Ex. QCCUp. OUTLETS P(REFIXED SID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,. should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information 1s correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. also a ree to save, indemnify and keep harmless the County of Butte against a1 �I'iabi 'tie judgments, costs, and ex enses which may in any way accrue gainst aid ynt in cons uence o th granting of this permit. Date �� - Signorure of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- in height. ion of structures over 3/11 Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE Occup. CONST.TYPE SCHOOL FLOOD PARCEL PD ND ISSUE This permit is hereby Issued under sions of the Butte County Code and/or work indicate bove f hich D T O UBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date '- —� 2stories Receipt No. Z WNITE-D.P.W.. YELLOW-ASSCSSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE..- D44rt4nt. of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 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 ma' r labor and materials for construction of the proposed property improvement (yes)or no) 2. I (have have n 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 Contractors 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 Contractors 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: �� Property Owner Social Security N Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. 42-13-16 F 128-90P VALLCARRENGI, Gerard CONTR: Lifescapes 2816 Oak Way, Chico (LAWN SPRINKLERS) " +w 1 • f y s COUNTY IOF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville„CalifWhia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. %�� �J ASSESSOR PARCEL NUMBER -•5"' Z, )5-;_4 ZONING BUILDING PERMIT OWNER CAILINKORESS TELEONE SQ. FT. OCC. BUILDING VALUATION OWNER'S 'L04 16 . Q1fa Cir+ �SyZ 6 CONTR CTOR'S NAME JOsGAM TELEPHONE �yy �y3 CONTRACTOR'S MAILING ADDRESS IliQ. �x *11.3 147C o, Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 0/0k%No Each Trap 2.00 CSolar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE / SF ❑ Duplex[] Mobilehome❑P7gFiPr� i»/.I.dM,! ��I�!%!..-• SPECI FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 1 110-00 e TYPE OF WORK New❑ Addition❑ Remodel❑ Utilities❑ Installation❑ Other` Describe work: e k tri, o j 1PAeve,. fte_f . - _ 4-1 v 5e LA \ Permit Fee *V/,✓ 'tsoc $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 • _• (r `/ •••`/� Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code/ �and my license Is In full force and effect. License No. rV TI 2) Classification G' Z'1 �^EX. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do -the work, and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensedcontract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( OWELLIN,Cr,OCCUP.�\ OR ADONS. ACC. BLDGS. vz¢Sgft NEWC ON5TRL ULT' -OUTLET NON-RRANCH CIRCU, TO 2.50 ea /POWER APPARATUS h) %SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 2ALO3 C eL030 FIXED Occup. OUTLETS PLNS RE A.� (RESID ) 2.00 Temporary service 10.00+ Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the Coun g y p County,6f Butte against. all liabilities, judgments, costs, and expenses which may in any way accrue against said County .. in consequence of the granting of this permit. X_Yi/V/1f/t�i7 Date Jam• I4 -io Signature of Applicant — Owner El Contractor ❑ AgentA_ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz I CUA PARK SCHL FLD I PAR PD HD ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIREvr7 OF PUBLIC �j By C/ �-lr 7 PE MIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS ate Receipt No. Sf�93 WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville,&--b'iiibr iia,95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT C! PERMIT NO. /-)- ASSESSOR PARCEL NUMBER ASSESSOR 13- 2- I ZONING BUILDING PERMIT OWNER ITELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 9-1914 0141-4 lik C4 5.�Z6 > CONTR CTOR'S NAME �c�e gt'sI TELEPHONE W -5-Y33 CONTRACTOR'S AILING ADDR ES, S/ 0 r %'> )c '12-37 f� L%1 C, p c/� % -5'9 z.� Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT FiIingFee 10.00 2 0/0. AC Each Trap 2.00 Ha 'o C4 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURF SF ❑ Duplex❑ Mobilehome❑ her -SVS✓ Spxl"__ SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW 1 10.00e . TYPE OF WORK New ❑ Addition ❑ �JRemodel ❑ Utilities ❑ IInstallation[]Other g Describe work: [Jlawc/4cL,o-.1 /0A(.ygwy.� — _ �oti ��ts/r7�i1�/�L S.O�I[.✓�IC�Q-�- V J Stoo c^' S Permit Fee /W"Pec_ $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service II -OO AMP OR LESLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW ' I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code/ �and my license is in full force and effect. License No. 6 `1rI� Classification �� !i I ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.d+ OR ADDNS. ACC. BLDGS. , 2/z2sgft NEW ULTI.OUTLET NON•RESIESIDD. BRANCH CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. EX. OCCUp(OUTLETS OR FIXTURES BALO 30 ALO 30 Ex. OCCUp. FIXED P OUTLETS (RESID )LNS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. xDate!/��,/�� v 1 ��ff��r �� ��t —� Signature of Applicant — Owner Contractor ❑ Agent,' " An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST PE J. TOTAL FEE $ E HAZ CUA PARK SCHL I PAR PD I HD IssuE This permit is hereby issued under sions of the Butte County. Code and/or work indicated above for which fees DIREcir7 OF PUBLIC By PE T EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS ate I- 2,q - 2 Receipt No. 3 Ci WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,'G,%LIFCJRNIA 95965`= TELEPHONE: 916/538-7541 PERMIT APPLICATIONDAT.A'SHEET Permit No. g0WNER CrA,4, 1i 1� (LcC</.. i A. P. No. Proposed Building Use j j_,j,,V �/w � � Bii l�ding Inspector e '5 -J Date 1'J11,719 � At time of permit application, I was advised the follov !'ng data ITList be submitted prior to permit processing and/or issuance: t , DATE RECEIVED APPROVED 1. All items have been submitted . .........:.. ................. 2. Plot plans in duplicate/triplicate, signed by prearer of plans........ 13. Complete plans in duplicate/triplicate, signed 1y preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ................•.. ) r. ............. . 6. Energy Design Compliance and supporting dot umeAtation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in�dupl cate,,(re4Uire",d pnorto plan check) E 9. Mobilehome installation data including manufacturer's installation k instructions..................................................... . . R 10. Fees of $ � .�............... ' 11. Chico Urban Area fees paid 12. Park fees paid ............................. .............. 13. School District fees paid .............. 14. Sanitation approval from f Health Department 1 i 15. City of Chico plumbing permit ............... .............. 16. Plot plan and business license approval from City of (see City for other requirements) , 17. Planningapproval for A Use:—(B) Parking:g ...... PP ( ) ( ) ' 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required p Dior to occupancy) 20. Pre -Inspection for if r required Pre-Inspec. request to r Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classification) ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner o, Maillto,owner ❑) .... . PY 9 9 tement ......... + 25. Letter of sf nature authorization ...... Acknowledgment Statement I 5 9 26. ) 27. i When you issue the permit, process as follows: Mail to owner.Mail to contractor. Telephoneand hold for pickup at -offiC' Deliver w/inspector. Other i I t Appl icant Date i Copy of plans sent Health Dept., Fire Dept., Other Date The following data must'be submitted prior to permit issuance: (Circle new item not checked;above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_Phone_mail—counter /by,—.date Contractor, designer, owner, was advised of above required data by_pt hone —mal l_counfer by date Plans checked by Date Plans approved by Date F Sets of plans on hold in File cabinet AP folder / Copy—DPW I, 4TTAct+r.�D VP,L-CA K�tj 9 4 1 L E , P�a�s 9 �I OM77- :-JOIA7- 7-W. � i I IIS nJ -7 0 3 I ) . ........... .... -- This set of plans and specifications MUST 6i kept on the job at all times and it is unlawful + * a o 0 Til�e aiiy-changes--or-alterat-ions-.on same w ui-.. - vWi*en permission from the Department of PA¢6 Be Works, County of Buffs. BUM CXXJN1'Y WILDING DEPARTKNI APPPOVP-- fl 77 .... ..... .. 1. 9 I - M. IL M U W ,•r`'r)• tit'.«'!�; e.. • is i 4 �, i - ^,a '.#fes ':�;�a'•' i _ -- ,rte- � _ �... . . is :r;� • � — 1 tv �., tee•.. ;��i•,:, ilk .� I o �-!;•� � " is � � ' r'�`�F~t1 III a , —_ � ���b' � 3 i /���. s,�'. '�• ' � : :� NJ FIVII- `, •. i Or BUILDING DEPARTM90 M 3- ��Y. k,8�� � 1F �• /I 1 // / i SUBJECT: �',uFCA- V - APPROVED z ,- CLIENTS NAME J0B NO. COOK oSSOC1ATES JOB DESCRIPTION �m no . PARK XNui OAT o.ovw . CALAPC) ANA games SHEET Of SHEET ?AL .S dx1l 7' �f/ri 42: 907 `�n-'`'�•�'� _ � ` ' �: •''` ! �G/a �/!G� 3� I C I� 4%/ Gds .� O -G [�il� SUBJECT: �',uFCA- V - APPROVED z ,- CLIENTS NAME J0B NO. COOK oSSOC1ATES JOB DESCRIPTION �m no . PARK XNui OAT o.ovw . CALAPC) ANA games SHEET Of SHEET OWNER'S NAME: �rGo - VA L cel It C U RECEIVEffuL777 PERMIT NUMBER: 21 A . P . # : DATE J RESIDENTIAL F] NON RESIDENTIAL RECEIVED BY G S TIME --———————————--—--————————————————————— REQUIRED PRIOR TO PERMIT ISSUANCE FROM DATA SHEET REQUESTED BY PLAN CHECKER OTHER --------------------------------------- REQUESTED BY CORRECTION NOTICE M YES NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: --------------- — — —— — —�1 , WHEN APPROVED, PROCESS AS FOLLOWS: -- — — — — — — — --— — Mail to owner (Address) Mail to contractor Name and Address) Call � —��6 and hold for pickup at ��i� �'� office. Deliver with next inspection. REVISED PLAN CHECK FEES PAID: $15.00 $30.00 Additional Fees. Not Required I I__ I II l i J01k) r. .. ..... ....... 9' ... _...--.-...-•--......... -- - ----------- ---- ... .... . . .... ... ....... .. -R-is'set of plans and specifications MUST bt kept on the job at all times and it is unlawful to Make any dFFan-16t-WFalfqe-r,afidns on sinid wri4en permission from the Department of Pul?46 ric Works, County of. Butte, 4!?cvUJ71-&ee-17-14&1 BUTTE COUNTY .BUILDING DEPARTMENT A-PPPOVFID E� 16 0 O z W a] QW 0 U)0-0 W Z U -1, ro C%J M I__ I II l i J01k) r. .. ..... ....... 9' ... _...--.-...-•--......... -- - ----------- ---- ... .... . . .... ... ....... .. -R-is'set of plans and specifications MUST bt kept on the job at all times and it is unlawful to Make any dFFan-16t-WFalfqe-r,afidns on sinid wri4en permission from the Department of Pul?46 ric Works, County of. Butte, 4!?cvUJ71-&ee-17-14&1 BUTTE COUNTY .BUILDING DEPARTMENT A-PPPOVFID E� 16 0 O z W a] QW 0 U)0-0 W Z U -1, I ; - _ ... :moi-_ - �� - _ ��� � � ':�: � :. • .`>.:_;�=�.� . it `�. • 1 I Q V, 1 I Y 1 j BfjTTE — NT-Y N MofGN �•������'� 5 8' ILDING bl;pART My • - I APPRov.Fn Ieo4vt 3 - lop 0 9oZAL ¢9! 145 ii 141v0 12 �' o c . ��eZD� Tye 9078 SW67-5 •_ �,. . ' I p'0 . 7(Z - 3.s dx1ir �,ul 2 Z 50� l 4%/ Gds ars a 77 BUILDING DEPARTIMNIJECT: S APPPoyrn CLIENTS NAME JOB NO. COOK'"" o5SOC1ATES JOB DESCRIPTION •v 000aa� WA K .vat ua DAT oe ovw . u.�w<ow. ae"a SHEET Of SNE S_ a IL 41b -7 SUBJECT: -6. z 'A CLIENTS NAME JOB NO. COOK oSSOCIATES JOS DESCRIPTION a,','m.00duoptw.4.0.KccwsuLTAkfyT: AVUPdU DATE c=cvwAA,cAA-wA wage SHEET OF SHEETS G SSS G ssn �ni�LEo /7 ? "c rtov2 0vc-/e400t0,!r:--. N165ow— FRO-)" ? 2 (3) 4 /N�1Zf2E�T 1�/5?/2/g�fTlo� I lee v'' C 55 a5�6� (n►,,,�` T3 : zr3�t� � (�5 s�) , ��z " u) 3f 6+ 3 SUBJECT: CLIENTS NAME J0B NO. COOK oSSOCIATES 6t/ Z l Ul JOB DESCRIPTION DATE Rosa PARK AV l.N U■ 06006. -- _ - ' SHEET OF SHEETS .. . . --I --- - -",, _ .do 9,0Z .4 dX11 7, syr z /Z a. .90-7Z., _j,;::) B rFv14_v5 x , yg SUBJECT: CLIENTS NAME JOB NO. COOK oSSOCIATES JOB DESCRIPTION "Now""'m . ccwwsu#.T^"T: moso PARK AVGNU claawnam. CAUPOMMA SHEET OF -SHEETS ru A ! MQ C) &2 (7) = 4,e74 j 6o,4O y' X ��E���bz �.L, �2c�G� �v�.J �Zz•s /7) /Z_ A. /O�sr��> = Z943 /Z,Gze i �E 70,3 F, --,Cl �-- .2 4 ,�,Jcy c�e.�a,i = ilzGz8 - rC�7f --(2 7)/.4 ,q%JVL ;c:;;R .33co ' = - 04' e s is e Ex .3 3tf93 civ3�- ��WLBJECT :�o� o ow C tiro OF CA�� CLIENTS NAME .� J0B NO. COOK- ASSOCIATES toniK,��ANT6 J Yi0�11t6 f61110 DESCRIPTION folio FARM AVGNU■ D2IT 0=DV %AA . CA4A43 WAA 06006 , - - SHEET OF SHEETS orc— C�o�s C'�-Gcs .y�2E LOAD S O7/c�2 W10 (� = + � � Z Z 2Z -e; � /• 170 l DESIGN CRITERIA: '_ TL. D WALL, FLOOR & ROOF ARE SL!F`i"; ORTED BY CONC. RETAININI •.-BE(''RING WALL FOUNDATIONS. 1= ONCRETE WALLS ARE SUPPORTED w AT THE BOTTOM BY A CONTINUOUS ti CODE FLT ENGINEER NEER I N13 SUBJECT: TYPICAL RESIDENTIAL_ F-00ND T'I ONS X790 C LOF=:L:: ROAD SUPERIMPOSED PARAL: I SE P CA MIN. BY: FLT DATE: 8/89 JOB NO.: 9490-'2 MAX. L_ ._ -'- PROJECT: GRAV I SON CONSTRUCTION COMPANY SHEET I O1= 6 1.996 ROYAL.OAKS S DRIVEp OROV I LL_'r_ p CA ':.i59SC-G LOADING PE;•:: ABOVE .S CRITICAL F Jig:: B _ OF-i �_.�-r:.L:.� i�•1=:L._,.�.��.�3 .._..�, L_ ::; DESIGN CRITERIA: '_ TL. D WALL, FLOOR & ROOF ARE SL!F`i"; ORTED BY CONC. RETAININI •.-BE(''RING WALL FOUNDATIONS. 1= ONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAa AND AT THE BOTTOM BY A CONTINUOUS -FOOTING. CODE 1985 SUPERIMPOSED LOADS: MIN. t MAX. L_ ._ -'- .020 .. 1 E .010 .. CIE -3) -I-.i_'_J(_' 5 =– .70 4': 1 1 LOADING PE;•:: ABOVE .S CRITICAL F Jig:: B _ OF-i �_.�-r:.L:.� i�•1=:L._,.�.��.�3 .._..�, L_ ::; AND SLIDING RESISTANCE , (MIN. DL ONLY),- MAX. LL — ROOF O SNOW -h• A! _! t.._ LIGHT ROOF D FLOOR R .JL- _ ._;URCHA1::GL_ OF 2000# WHEEL_ LOAD @ APPROX. 31 FROM WALL .._. CALCIS PROVIDED - 0 r:: s A. 41—E" HIGH WAL..L. SHEETS 2 .f .., . 61-0" r- SH WALL - SHEETS 4 &'5 CONSTRUCTION DETAIL - SHEET 6 it` I Eh..i f t._:a o CONCRETE --• ULTIMATE COMPRESS. STRENGTH ••-• f q = 2000 i PSI @ 28 DAYS, REINFORCING — ASTM AS 1 p GRAD! _ 40, WELDED WIRE ! IL__H —,ASTM r 11 L, J p 6% W1.4 W1.4 (10/10), ALLOWABLE SOIL_ BEARING PRESSURE — 1500PSi'= p ALLOWABLE LATERAL EIT.r•9L hRI_i. PRESSURE ..._,•_'00 PSF I a � S �%• � = � 2 ,�a.p(d25 � ��6.017 �-j7'�3x�� 593 r 1-1Dl21 R 2 kO-069 q== 3.007 yZ X93 _ 3 007 2. ®g Zu/4�C/ #,sq 3.607 - o 'TI " d lgetr� d" Z o.633k� ENGINEERINE PROJECT : GRAVISON CONSTRUCTION CO. 5790 CLARK ROAD JOB NO. : 9490-2 PARADISE, CA DATE : 8/1989 (916) 872-0254 . ` . ` CALCIS BY : FLT SHEET `. -�- OF,, �� FOOTING DESIGN: ------------------ DENSITY ______________ DENSITY OF SOIL (PCF): ' 10( DENSITY OF CONCERTE (PCF): �. ` ' 150 ' ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF}: '1500 ^ PRELIM. FOOTING - WIDTH (INCHES): 12.01, - DEPTH f '(I'NCHES):' 6.94 DESIGN FOOTING - WIDTH (INCHES) 14.0C) - DEPTHANCHES4, , TOTAL GRAVITY LOAD - Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0; ACTUAL SOIL PRESSURE - Q (pSF) : 1371 01500 ' - v SLIDING RESISTANCE - Fr (KIP) : 0. 45 > 0. 42 SLAB REINFORCEME| . �. ` , REINF @ TOP OF WALL (BAR #):' 4 ' MAX. HORIZONTAL SPAN OF WALL (FEET): 6.21- DESI8N HORIZONTAL SPA&AFEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 14 13 DESIGN AREA OF SLAB REINF. (IN^2/LF):. 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 - LENGTH OF DOWELS (INCHES): 17.05 :ertiticate of Compliance: Residential 2 e 1 !AA/ w p-roject Address IF Climate Zone 11 ►�gro-89 Building Permit N -"btk_ 6.2x.69 Checked By / are -- Enforcerne tt Agency Use Oniy BUILDING DATA North Glass Area 91, Glass 2.$ �G�r(� nditioned Floor Area �! Number of Stories �_ East -:37.5 9.3 6.0 )a Raised Floor Number of -Units J_ South 50_ 3 & r Single Family Detached (SFD) [ ] Addition Alone West 20 1.3 ] Single Family Attached (SFA) [ ] Existing Building Skylight 7 65 ]. Multi -Family (MF) [ ] Existing -Plus -Addition Total 2o4 13_1_ 3UELDING SHELL INSULATION a.omponent Insulation Location/Comments Eype R -Value (attic. to garage, typical. enc.) Wall .............. _R-13 EkT ► WALLS wall .............. roof ............. - cE l Lti roof ............. -- Frloor............. Floor ............. 51ab Edge ....._ t-- 3LAZING Shading Devices glazing Area Glass Type Interior Exterior Overhang Framing Type 3rientation (sf) (singles. double) (Tolls blind, etc.) (shadescram etc) (yes/ho) (M tal/wood) 4orth ( of 315- L oast (✓� •S ;est ( ) pouch :ouch ( ) Vest (✓f �- Vest ( ) kylight....... 'HERMAL MASS Iype/Covering Area Thickness ;VAC SYSTEMS Minimum ype (furnace. air Efficiency rnditioner, heat vumv) (SE. SEERMSPF)• Duct Location Duct (attic, etc.) R -Vale Manufacturer / Model # NONE ti246 �►� 5 faximum Furnace Heating Output: Btuh OT WATER SYSTEMS Tank Manufacturer/Model # ystem Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) PECIAL FEATURES/REMARKS (Add extra sheets if necessary) 1 Mandatory Measures Checklist: Residential MF -111 NOTE: Lowrise residential buildings subject to the Standards must contain these mczAun regardkag[ the compliance approach used. Items marked with an asterisk (•) may be superseded by more stringent compliance toquuements 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. DESCRIPTION Building Envelope Measures ' §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(bY Loose fill insulation manufacturer's labeled R -Value. ' §2-5352(c): Minimum wall insulation in framed walls R.I 1 weighted average (does nes apply to exterior mass walls). 62.5352(k): Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 permfmch. §2-5311: Insulation specified or installed mats California Energy Commission (CEC) quality standards. Indicate type and form. 112.5352((): Vapor barriers mandatory in Clirtate Zones 14 and 16 only. §2.5317: Infiltration/Esfmltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped. all joints and penetrations caulked and soled 12-5352(e): Special infiltration barrier installed to comply with 12.5351 meets CEC quality standards. §2.5352(dg Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing. attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable beating systems. ' 12.5316(a)- Ducts constructed, installed and insulated per Chapter 10. 1976 UMC. §2-5316(6}. Exhaust systems have damper controls. §2.5314(c): Gas-fired space hating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2-5352(1): Water hater insulation blanks (R.12 or greater) or combined interior/exterior insulation (R-16 or greater): fust 5 fee, of pipes closest to tank insulated (R-3 or greater). §2.5312(Exception 1). Pipe insulation on steam and steam condensate return R recirculating piping. §2-5319(d): Swimming Pool Hating 1. System has a. ONoff switch on hater. b. Weatherproof instruction plate on hater. c. Plumbed to allow for solar. 2. 75 percent thernal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlcL Lighting and Appliance Measures §2-5352(j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas (trod appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators. refrigerator -freezes, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT DESIGNER i ENFORCEMENT This eafific uc of compliance lists the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. ChapterZ Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Name rule/ u= Address: Telcom" e: Lic. N: (signanue) y(d+tc) Documentation Author Name: ritkJFtrm: Address: Building Owner Name: TidelFim,: Address: Telephone. (signature) Enforcement Agency Names Agency: Tekptwnc (date) 1. Ceiling Insulation 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total Number of stories Number of stories R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R-38 0 0 0 U -value U -value 4 40 0.50 -176 -84 -54 0.30 -102 -49 •32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0,00 11 5 3 -2 0.04 -1 0 2. Wall Insulation 0.02 4 2 Single- Single - 10 5 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -2 -2 4. Slab Edge Insulation 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 .14 10 0.00 24 18 12 3. Raised Floor Insulation 0.60 6 Insulation In Floor 2 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total -14 Number of stories -69 R -value One Two Three R-0 -17 -8 -5 R-11 3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 4 40 -90 -. 0.60 -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawispace 7 14 Number of stories -46 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation -9 3 3 Number of Stories 15 R -value One Two Three ' R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 1 6 11 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total -14 -48 -69 -64 U -value East Percent West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 31 -21 -13 -4 4 12 29 -58 -20 -12 3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14' 23 40 -11 4 2 8 15 22 37 -9 3 3 9 15 21 34 -7 -2 4 10 15 20 31 3 0 5 10 16 19 -29 4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 ii -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Effective Percent Glass (percent glass x SC) affective -14 -48 -69 -64 Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na - 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 Ia = not allowed 2 3 4 3 1B. Shading (Shade Closed) Elfective Percent Glass (percent itlaas x SC) Effectin %Glass Nor11 Esq South West w/kht 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 35 -50 -46 na 12 -8 -29 -40 37 na 11 -7 -26 -36 33 na 10 -6 -23 31 -29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 38 5 .2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 0 9. Interior Thermal Mass Climate Zone 11 SCORE CARD Interior a. North Slab Floor Raised Floor Mass 1199 Stories Stones 1700 /CFA One Two Three One Two Three 0.0 -8 -5 d -2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass 3 Exterior Single- Single - 7.0 0 Wall 0 Family Family W1E 8.0 Mass 8 6 Detached Attached Fam4 0.00 9.0 0 0 0 9 0.20 5 3 2 1 19 16 0.40 10 5 4 3 26 0.60 15 8 6 4 12.0 0.80 26 22 10 8 5 9 1.00 33 13 10 7 15 1.20 or 13 12 8 7 1.40 10 12 13 9 4 1.60 5 10 13 11 2 1.80 WSB 10 12 12 3 200 2 10 11 13 9 11. Heating System 3 2 2 SE SE or KSPF 45 -23 -15 (assumes ducts in attic) -9 1.7 Solar 2 Sum of 1.6 1 0 0 _ _ 25 or -24 to -14 to •4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 _20 18 15 13 11 8 _0 0 Effective SE or HSPF 0 IE (SE or HSPF x duct efficiency) .30 -15 Effective -25 or -24 to -14 to -4 to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 275 -73 -64 -56 -47 38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -i4 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 2.4 Zonal Control Adjustment 2.8 System Type 3.4 3.6 3.8 Resistance 10 9 7 6 4 3 Other 5.1 6 5 4 3 2 2 12. Cooling Syst.'m Climate Zone 11 SCORE CARD Unit Size (sQ a. North Water SEER 1199 1200 1700 2200 2700 (assume; duets In attic) or . to to &m of 7-10 or Type Type less -25 or -24 b -14 to d 0 +6 to 16 or SEER less -15 -5 +5 +15 more 8.0 -14 -12 -10 -8 6 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 .4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -i 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 12.0 15 13 11 9 7 5 13.0 20 17 14 12 9 6 ,12 -9 Effective SEER -6 IG None (SEER xduct effidency) -3 -2 -2 Sum of 7-10 1.3 Solar Effective -25 or -24 to 4410 -410 +6 to 16 or SEER less -15 -5 +5 +15 more 5.0 -30 .25 -21 -17 -13 -9 6.0 -12 -11, -9 -7 3 4 6.6 -5 -4 -4 3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5- 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 or Zonal Control Adjustment 14 7 5 10 a 7 6 4 3 5 No Cooling System Installed 2 Stories One -5 -4 -4 3 -2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached Interior Mass/CFA tTT►x s Mss Climate Zone 11 SCORE CARD Unit Size (sQ a. North Water Measures 1199 1200 1700 2200 2700 Heater (,(edit or . to to to or Type Type less 1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 (c.tpet.a .1_bl WSB 5 3 3 2 2 12. Cooling System POU 8 _ _ 5_ 4 3 3 SE None 37 -24 -18 -15 -12 Credit [none] Solar -1 -1 -1 0 0 0% HWR -18 -12 -9 -7 -6 35% WSB -25 -16 -12 -10 -8 70% POU -1.8 ,12 -9 -7 -6 IG None -5 -3 -2 -2 -2 1.3 Solar 7 5 4 3 2 2.7 POU 3 2 1 1 1 IE None -28 -19 -14 -11 -9 0.2 Solar 3 5 4 3 3 1.8 POU -10 -6 -5 -4 -3 3.1 Mutts-Famly (Individual units) 3.7 4 4.2 4.4 Unit Size (sf) 4.8 Water 5.2 699 700 1200 1700 2200 Heater Credit or to to to or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9. 5 3 2. 2 2.8 WSB 9 4 3 2 2 4.3 POU 9 5 3 2 2 SE None 45 -23 -15 -11 -9 1.7 Solar 2 1 1 0 0 3.2 HWR -23 -12 -8 -6 '-5 4.7 WSB -25 -13 -8 •6 -5 50% _FQU -2; 12 -8 1.7 -5 IG None -8 -4 -3 .3 -2 -2 3.5 Solar 6 3 2 1 1 _ POU 1 _0 0 0 0 IE None .30 -15 -10 -8 i6 24 Solar 18 9 6 4 4 3.9 POU -8 -4 -3 -2 -2 Interior Mass/CFA tTT►x s Mss Climate Zone 11 SCORE CARD Eff. % Glass a. North 2. 4;x Measures 1. Ceiling Insulation R -3o or R -value [381 U -value [0.030] 2. Wall Insulation R-13 or d. West 1.3 x R -value [11] U -value [0.098] 3. Raised Floor Insulation --- or 33 9. Interior Thermal Mass R -value 1191 U -value [0.037] 4. Slab Edge Insulation U.741:eC-..21 Interior M. GOND. FLOOR _Q_ R -value (01 F2 factor [0.77) -9 Infiltration Standard TYPE 2 MASS � t TYPE VKASS (UIl7C + 4.2, ie: exposed slab) ND. FLOO; AREA 11. Heating System . 7 2 x Zonal Control? ( Y / N) (c.tpet.a .1_bl Duct Efficiency [0.78] Effective SE or [0.7216.6] HSPF 12. Cooling System 6 a- x I j5615.151 = P . 7 Zonal Control? ( Y / N) SEER 19.51 Duct Efficiency [0.74] Effective SEER [7.03] -�- - Type [SG] Credit [none] 0% 5% 10% 1S% 20% 2S% 30% 35% 40% 45% 50% 55% 60% 69'!. 70% 75% 80% 8515 90% 95% 100% 105% I10Y. 115% 120% 125• 0Y. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.S 1.7 1.9 21 23 2.5 2.7 2.9 3.2 3.4 3.8 3.8 4 4.2 4.4 -4.6 4.8 5 5.3 10% 0.2 0.4 0.6 0.6 1 1.2 1.4 1.8 1.9 21 23 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.6 2 2.2 24 27 29 3.1 3.3 3.5 3.1 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 5 6 3o% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 40% 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 S.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 iS 1.7 1.9 21 23 25 27 3 3.2 3.4 3.5 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 i.8 2 2.2 24 2.6 28 3 32 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 5.2 5.4 5.6 5.9 6.1 6.3 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.4 70Y. 1.2 1.4 1.6 1.8 2 22 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 25 21 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 WY. 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 5.8 6 6.2 64 66 65% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 S.6 5.9 6.1 63 65 67 90y. 1.5 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 6 e 95% 1.6 1.8 2 22 25 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2.S 26 3 3.2 3.4 3.6 8.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 62 6.4 6.6 6 8 7 110% 1.9 2.1 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.6 4.1 4.3 4.5 4.7 4.9 S.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 9.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 62 6.5 6.7 6.9 7.1 7.3 125% 21 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Eff. % Glass a. North 2. 4;x Measures 1. Ceiling Insulation R -3o or R -value [381 U -value [0.030] 2. Wall Insulation R-13 or d. West 1.3 x R -value [11] U -value [0.098] 3. Raised Floor Insulation --- or 33 9. Interior Thermal Mass R -value 1191 U -value [0.037] 4. Slab Edge Insulation or Interior M. GOND. FLOOR _Q_ R -value (01 F2 factor [0.77) -9 Infiltration Standard TYPE 2 MASS 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) 1>16L- 13.1 Type [double] U -value [0.65] % Total Glass [ 161 % Glass SC Eff. % Glass 2.5 x 6.0 x = 41(02 5.+ x X x Point Scores Z �2 0 0 -E-- 3 Sum 13 t{ 0 i �Sum�7-30 15' Point Total: *4 % Glass Sc Eff. % Glass a. North 2. 4;x '(040 b. East 6.0 x c. South 3.4 x d. West 1.3 x e. Skylight s x 33 9. Interior Thermal Mass 20 TYPE 1 MASS AREA Interior M. GOND. FLOOR AREA 10. Exterior Wall Mass 0 TYPE 2 MASS AREA = 0 $ Exterior Wall Maas ND. FLOO; AREA 11. Heating System . 7 2 x Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or [0.7216.6] HSPF 12. Cooling System 6 a- x I j5615.151 = P . 7 Zonal Control? ( Y / N) SEER 19.51 Duct Efficiency [0.74] Effective SEER [7.03] 13. Water Heating Type [SG] Credit [none] Point Scores Z �2 0 0 -E-- 3 Sum 13 t{ 0 i �Sum�7-30 15' Point Total: *4 OWNER'S NAME: < (C 9 PERMIT #: A. P. #: t%Z— 3' i When approved, process as follows: Mail to owner (Address) Mail to contractor (Name and Address) Call and hold•for pickup at office. Deliver with next inspection. RECEIVED DATE 6PI-5 d TIME REVISED PLAN CHECK FEES PAID: L $15.00 $30.00 Additional Fees Not Required Certificate of Compliance: Residential Climate Zone 11 protect Title , 115 9 VA u t R 0 Documents 2120 -69 Building Pe rmit M bt-V- 6-17-$7 Checked By/ Date Enfomernent ARency Use Only BUILDING SHELL INSULATION Component Insulation Location/Comments Glass Area % Glass BUILDING DATA • 0, EX'T . �i4 LLS North115.5- 3.5 Conditioned Floor Area 552 9LVl/ _ Number of Stories Units East South 3z5. S 170.7S 5,9 3.1 1~To Number of (Slab/exposed cite. etc.) S inches L a Single Family Detached (SFD) [ ] Addition Alone West Skylight 1 5 3 2 5 ,99 Single Family Attached (SFA) [ ] Existing Building Total 9zro .6 t6.6 [ ] Multi -Family (MF) [ ] Existing -Plus -Addition BUILDING SHELL INSULATION Component Insulation Location/Comments Type R -Value (attic, to garage, typical, etc.) Wall..............R=� 0, EX'T . �i4 LLS Wall .............. West Roof ............. l l.i �.► a Roof............. Skylight....... Floor ............. P-ArlRT� Slab Edge ..... -� GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type North I W 5 t Al A North ( ) East 25 East ( ) South (✓S 170.'?S South ( ) West West ( ) Skylight....... �2 _ THERMAL MASS Type/Covering Area Thickness (Slab/exposed cite. etc.) S inches L k I2i6 4 - ion etc. HVAC SYSTEMS Minimum Duct Type (fum=, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) . U -� ITT / 5- s,-7 ,70 Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # tem etc. SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Featu Mandatory Measures Checklist: Residential MF -111 NOTE: Lowrise residential buildings subject to the Standards must contain these masurts, regrdless Of the tom unix approach used. Items marked with an asterisk (') may be superseded by mot stringent complLw= requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documcnM the feanaes noted shall be considered by all parties as binding minimum component performance speaGcafiou for the mandatory measures whether they art shown elsewhere in the documents or on this checklist only. 1 DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures §2-5352(x): Minimum ceiling insulation R.19 weighted avenge. §2.5352(b): Loose fill insuluion manufacturer's labeled R -value. • §2.5352(c): Minimum wall insulation in framed walls R -I 1 weighted average (does not apply to exterior mass walls). §2.5352(k): Slab edge insulation- water absorption rate no greamr than 0396. water vapor transmission rate no greater than 2.0 perrnli nch. §2.5311: Insulation specified or instilled meets California Energy Commission (CEO quality standards. Indicate type and forn. §2-5352(f): Vapor barriers mandatory in Climate zones 14 and 16 only. §2-5317: Infiltration/Exfrination Controls a. Doors and windows between conditioned and unconditioned spaces designed to Emit air leakage. b. Doors and windows certified. e. Doors and windows weatherstnpped. all joints and panersatians caulked and sealed 112.5352(c): Special infiltration Domer installed to comply with 02-5351 moeu CEC quality standards. §2.5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight feting, closeable metal or glass door b. Outside au intake with damper and control c Flue damper and control 2. No continuous burning gas pilon allowed. HVAC and Plumbing System Measures 62-5352(8) and 2-5303: Space conditioning equipment sizing attach calculations. I 52-5352(h) and 2.5315: Setback thermostat on all applicable hating systems. §2-5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC. 12.5316(b): Exhaust systems have damper controls. §2-5314(c): Gas -fund space hating equipment has intermittent ignition devices. §2.5314: HVAC equipment, water hater. showerheads and faucets certified by the CEC. §2-5352(1): Water heater insulation blanks (R-12 orgrratu) orcombined interior/exterior insulation (R-16 or greater): fuss 5 feet of pipes closest to tank insulated (R-3 or grater). 52.5312(Exception 1): Pipe insulation on steam and steam condensate ratan & recirculating piping. §2.5318(d): Swimming Pool Hating 1. System has: a On/off switch on hater. b. wathcryroof instruction plate on hater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures ' 12-5352(1): Lighting - 25 lumcns/watt or greater for gcnenl fighting in kitchens and bathrooms. 62-5314(c): Gas fired appliances equipped with intermittent ignition devices. 52-5314(a): Refrigerators. refrigerator -freezers. 8u=ers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. 1 COMPLIANCE STATENEENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chapter 2, Subchapter 4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and trar>s>atit the certificate to sny subsequent purchaser of the building. I Designer Building Owner Name Name 't5ttelFirte� TitteJFum: Address. Address: Tekpiwne Telephone 01, I Lic. 8: (signature) (date) (' n } (date) Documentation Author Enforcement Agency Name: None: ridelF-imt: Agcy. AM-"- T•1rJvr,v- 1. Ceiling Insulation F2 factor 0.90 -4 Number of stories 0.80 R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 -2 R-30 -2 -1 -1 R-38 0 0 0 1 U -value -121 -53 -39 0.50 -176 -84 .54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6 O.C6 -11 -5 44 0.04 -4 -2 1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation -18 -10 .2 Single- Singfe- 27 -52 Family Famliy Multi - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 1 8 14 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation 2 7 Insulation in Floor 16 17 -23 Number of stories 3 R -value One Two Three R-0 -17 -8 -5 R-11 3 -2 -i R-19 0 0 0 R-30 3 1 1 U -value 10 14 18 0.60 -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 .3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace 4 Solar Number of stories 1 R -value One Two Three R-0 -11 -7 -5 R-5 4 -4 3 R-11 -2 •2 -2 R-19 -1 -2 .2 4. Slab Edge Insulation -5 IG None Number of Stories -4 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 -1 0.80 -1 .1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) Specification Points Smrdwd 0 6. Glass Heat Loss -14 48 -69 Total rta %Glass North East U -value West Percent 18 5 .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 •10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 - 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 .2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 .1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 .5 1 8 14 23 d0 •11 -4 2 8 15 22 37 -9 -3 3 9 15 21 34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 .1 10 13 15 17 20 8 2 12 14 16 18 20 7. Shading (Shade Open) Effeedve Percent Clan (percent ¢las+ x SC) Effective -14 48 -69 -64 rta %Glass North East South . West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2- 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 .1 -1 -1 2 0 .1 -2 -4 -2 0 na = not allowed a3. Shading (Shade Closed) Eftective Percent class (percent glaw x SQ Effective %Glm Nath Ethat South West Skylight 18 -14 48 -69 -64 rta 16 -12 •42 -59 -55 na 14 -10 35 -50 _ -46 na 12 -8 -29 -40 37 na 11 -7 -26 36 33 na 10 -6 .23 31 -29 .74 . 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21 -56 7 -4 -14 -19 -18 -47 6 3 -11 -15 -14 38 5 .2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4 3 8 9. Interior Thermal Mass Interior Single- Family Detached 0 3 5 8 10 13 13 12 10 10 10 Slab Floor Multi Family 0 1 3 4 5 7 8 9 11 12 13 ; Raised Floor Mass .Measures Stories (assumei ducts in attic) SE or 13SPF Stories Stm of 7-10 /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 •8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 .1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Wall Mass 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 200 Single- Family Detached 0 3 5 8 10 13 13 12 10 10 10 Single - Family Attached 0 2 4 6 8 10 12 13 13 12 11 Multi Family 0 1 3 4 5 7 8 9 11 12 13 ; 11. Heating System Water .Measures 1199 (assumei ducts in attic) SE or 13SPF 2200 Stm of 7-10 (assumes duets In attic) Credit or -25 or -24 to -14 to .4 to Sum of 1.6 16 or SEER less •15 -6 +5 _ -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less .15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 20 17 14 12 Effective SE or HSPF 6 (SE or HSPF x duct eMciency) Etfeadve SEER -24 Effective -25 or -24 to -14 to d to +610 16 or SE HSPF less -15 -5 +5 +15 more 0.30 275 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment Zonal Control Adjustment -11 System Type 10 8 7 6 4 3 5 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst,m Climate Zone 11 SCORE CARD Unit Size (sQ SEER Water .Measures 1199 (assumei ducts in attic) 1700 2200 Stm of 7-10 Heater Credit or -25 or -24 to -14 to .4 to +6 to 16 or SEER less •15 -6 +5 +15 more 8.0 .14 -12 -10 3 -6 -4 8.5 -9 .7 -6 -5 -4 -3 8.9 -5 d -4 3 -2 -2 9.0 -4 3 -3 -2 -2 -1 9.5 9 0 0 0 0 0 10.0 ` 4 3 3 2 2 1 10.3 7 6 5 4 3 2 11.0 10 9 7 6 4 3 120 15' 13 11 9 7 5 13.0 20 17 14 12 9 6 None Etfeadve SEER -24 -18 -15 (SEER xduct efficiency) 0.6 Solar Sum of 7-10 -1 -1 Effective -25 or -24 to -14 lo -410 +610 16 or SEER less -15 -5 +5 +15 more 5.0 30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 -4 6.6 -5 -4 -4 3 .2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 120 30 26 22 18 14 9 13.0 33 29 24 20 15 10 79-7-14 Zonal Control Adjustment -11 -9 10 8 7 6 4 3 5 No Cooling System Installed 3 Stories One -5 -4 -4 -3 .2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached Interior Mass/CFA S TYPE 2 PASS t1.7•u1K-4.21 Climate Zone 11 SCORE CARD Unit Size (sQ % Glass SC Water .Measures 1199 1200 1700 2200 2700 Heater Credit or to to to or Type Type less 1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 207: WSB 5 3 3 2 2 55% POU 8 _ .5 -4 3 3 SE None -37 -24 -18 -15 -12 0.6 Solar -1 -1 -1 0 0 21 HWR -18 -12 -9 -7 -6 3.6 WSB -25 -16 -12 -10 -8 5 5: POU_ -18 -12 -9 -7 •6 IG None -5 -3 -2 •2 -2 2.7 Solar 7 5 4 3 2 4.2 POU 3_ 2 1 1 1 IE None -28 79-7-14 1.2 -11 -9 1.8 Solar 8 5 4 3 3 3.3 POU -10 -6 -5 -4 -3 4.8 Multi -Family (Individual units) 5.4 51 30% OS 0.7 Unit Size (sQ 1.1 Water 1.6 699 700 1200 1700 2200 Heater Credit or to to b of Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 .5 3 2 2 4.9 WSB 9 4 3 2 2 1.1 POU 9 5 3 2 2 SE None -45 -23 -15 -11 .9 4 Solar 2 1 1 0 0 5.5 HWR -23 -12 -8 -6 -5 1.6 WSB -25 -13 -8 -6 -5 3 _PQU _23 -12 -8 3 -5 IG None -8 -4 .3 -2 1 -2 5.6 Solar 6 3 2 1 1 _ POU 1_0 2.3 - 0 0 0 IE None 30 -15 -10 -8 -6 4.6 Solar 18 9 6 4 4 6.1 6: D II .A 1.3 .9 1.7 1.9 Interior Mass/CFA S TYPE 2 PASS t1.7•u1K-4.21 Climate Zone 11 SCORE CARD % Total Glass [16] % Glass SC i .Measures 2.10 1. Ceiling Insulation t TYPE I MASS WIMC 6 4.2, Se: exposed slab) 3r1 x 1= 2 3 e R -value U -value (0.030) 2. Wall Insulation 11 I or 39 x -R_ - R -value [11] U -value [0.0981 3. Raised Floor Insulation �_�_ or 69 �Z(C W it -value [19) U -value (0.037] 4. Slab Edge Insulation c!!:r or - COND. FLOOR R -value [01 n___ -Z--- F2 factor (0.771 TYPE 2 MASS AREA �n r �' ExtnriorMass' ND. L OR AREA SE or HSPF 0% 5% 10% 15% 207: 2S% 30% 357. 40% 45Y. '50% 55% 60% 6616 70% 75% 80% 85% 90% 95% 100% 105% 1101: 115% 120% 12 01f. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5: 10% 02 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 5.2 5, 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.S SI 3.9 4.1 43 4.5 4.8 5 52 5.4 51 30% OS 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26 28 3 3.2 9.5 3.1 39 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 51 40% Q7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 24 26 IS 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5! W. 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 32 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6. 55% 119 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 3.2 3.5 '3.7 3.0 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6 ; 60% 1 1.2 '1.4 1.7 1.9 21 2.3 2.5 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 5.2 5.4 5.6 5.9 6.1 6: 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 26 2.8 3 3.2 3.4 36 3.8' 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6 70% 1.2 1.4 1.6 1.8 2 22 2S 27 2.9 3.1 3.3 3.S 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6, 75% 1.3 1.5 1.7 1.9 .21 23 2S 27 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.: 80%. 1.4 1.6 1.8 2 22 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.1 4.9 5.1 54 56 5.8 6 6.2 64 6! 857 1.4 1.7 1.9 2.1 2.3 2S 2.7 29 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 5.6 5.9 6.1 63 65 6; MY. 1.5 1.7 2 2.2 24 262.8 3 3.2 3.4 3.5 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 64 66 61 95% 1.6 1.8 2 22 2S 27 2.9 3.1 33 3.5 3.1 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.S 100% 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2/ 2.3 2.5 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.8 6.8 7 7: 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.S 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 56 6 6.2 ' 6.5 6.7 6.9 7.1 7 125% 21 23 25 2.8 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 63 6.5 6.7 7 7.2 1.1 Point System Summary: Climate Zone 11 SCORE CARD % Total Glass [16] % Glass SC -Eff. % Glass .Measures 2.10 1. Ceiling Insulation R• 3t7 or 3r1 x 1= 2 3 e R -value U -value (0.030) 2. Wall Insulation 11 I or 39 x -R_ - R -value [11] U -value [0.0981 3. Raised Floor Insulation �_�_ or 69 �Z(C W it -value [19) U -value (0.037] 4. Slab Edge Insulation c!!:r or - COND. FLOOR R -value [01 n___ -Z--- F2 factor (0.771 a. Inintradon 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Di:kLl, , (6, 13 Type [doublel U -value [0.65] % Total Glass [16] % Glass SC -Eff. % Glass 3.5 x 17 = 2.10 5.9 X I= 4.46' 3r1 x 1= 2 3 e 3.3 x = 215 19 x = .601 Point Scores I ( E3 -2- 0 2 0 Sum 1-6 % Glass SC Eff. % Glass 509 X F- = 3.69 3,1 x I = 210 39 x = 2-J-) X 69 �Z(C W TYPE 1 MASS AREA s2� 8 InteriorN-%ss/CFA COND. FLOOR AREA TYPE 2 MASS AREA �n r �' ExtnriorMass' ND. L OR AREA SE or HSPF Duct Efficiency (0.781 Effective SE or HSPF (0.5615.151 F7. X t I&A = SEER (9s] Dud Efftccienry (0.741 Effective SEER (7.03) S G__ 0_ Type (SGJ Credit (nonel _ Z Sum 7-1 M-0 r r :; r i i .. .. .a �� ,: r, :, ,. ,. ,. ,�... .�. i. .:. Y a .. i ,___.. _....r .__ I. . _. . �:. . _... y.. �., _e. ".. :.i . tee_§J..�> a_ .:... .. y..w ...._, � _ _ 1,.._ ._ i _ a .. ;_. _ _ _.... __. _ __ .. �. � ,. - � E � � �� f �f k r3,Y. q4 ®r f �f k r3,Y. ~3Da! 1231co THIS QWG_ PF—CPAREC FROM COMPUTER INPUT S DIMENSIONS)-AMTTTED BY TRJS� iP .,. F��-ft:RCffS aaDT_ THiS TRUSS MUST BE I1�lSTALLE AS SHCi�I%�.cl Ht�T .L} d!2 FiR'LARCti;` f1 IT CANNfl£ BE USED UPSIDE DOW. T:}P OF TRUSS i q tIESS 4X2' FIR-Ll-RCR S4A.NDA En EXCEPT AS SHOW MUST BE MAW -ED BY?fi` S F a$RfC .TD t �; M3 -,LARCH �i TCP=CHORD 'SHALL BE LATERALLY BRACED r,TTH PROPERLY. Cnr1tJE�:��D � z PURLINS SPACED AT A MAXIMUM OF 24.` O _C _ ru CONNEGTO-4 PLAIEi LtST BE INSTALLED rN ACCORD CE W17H ;EoUjRF 5NT.% OF I. _R_R. 'RESEARCH FEPORT #2949- NOTE: TRUSSES -ARE TO BE SPACED 16' O.C_ MAXlt4UK- v ,CIE--FES, R To LRAWI A159 FOR TYPIZ:AL PLATE (_0CAFIfN_ ALL HAILS' SPECIFIED A.R= � 4MMQN WiFTE NAILS.A. . iL3 Y `�- 2 6 9'3:xi�'ld=FIR DR C?ETIcR rCNTi�€'J IIS �Ti'tfltitBACK_ ATTACH _ CONNECTOR PLATES LFS'HCl FORGREEN LUMBER PER NOS. � TL g EtzCi' i£(1"S fki 3--1fTci iTLS _ - STRIEi3tC3C l�iiaTFTAL TO TABLE 8.18- �g'P.IECt�£T'l_ERF.CTTiitttCEII�TTRACTtTRf o MOTE: 2X4 43 I IEM-i= TR ice?^ BETTER C—f 4TINUOU LATERAL BOTTOM ' - CHORO BRACING, @r 72" MAK. 'D _C. DEGw_TIHED_ AITACH WTTfl is u " 2=3CStl. PIAILS_ f3FACSNCs I 43T REGuIHED IF A RIGID CETLTt4G IS ATTACHED DIPECTL f TD BOTTOM _GHnm _ BRACING HATFi4lAL r= LG BE SUPPLIED ANDATTAGt;EQ AT BOTH; ENDS TO A SUITAFILF SUPPORT $t' FREC T I ON CONTRACTOR'_ r=� y f3 }-NttY. OPEN CHASE k=3X5 _y Q _ s. lYw iX3 �, X17 iYs 3� i _ sX =; 3h3 3X4 1_.5Y.3 3X7 s X3 4;.7 3X8', j3X4 3r6TM COUNTY I 5a11 -11w" v 2Y4 iBUILDING DEPARTMENT AP E D24 -0 -Pi OVER 2 SUPPORTS -- -IJ - - R -871f 1$- 3_50 �:� T2=;$ 1f fists 3'_rai?' =i1p_- �P;..fQE SEI3 3 i5b5 >-_IP919.T A COPY #- THIS DES76N Tit' ERECTI RFv 15.0-9. SCAT= 0.2500 T' - ,ara.E E+ea�a s.auss r+c aasssa; Qr� 1 DESTc�t CULT TP_T— PC � �t�527--'-�•�1151 = �Ef4 At4T** srtc:s,:: ee � ftp ARs�IiidG sw seuio. ve n' , �; a .sszse.aor TY Q 9gTFQasrms' a+ a ruga. aticac s - , etc s Tmm�s v° t �. TC LL 40'.0 PW DATE C6/31/89 cm: C=k .,m4G smrw as z rAxsw want* ,91 "rlT-- Sk CO«MMOCE .- JRe r� � a- =:L"• rz*- nc -OUL rr Cwnwt- V--.A.s- W err pct + rart svgs �ss+�. sem+ ,:cou�ao ss�uu spa.- T F3L. _ Q t�SF 7 89151009 �•. ' s mW %VRr4sn0aa =M*- xs'" a.uE. eoaar NN'. _ : JL vwizs .nes eouccnc wca.raNEwarz-. IVISS& ful3ro r - C 5-0 Psf CA -EW aM 9n.a. orae ,tars, c. x eo► owa.�mes u►�uz4 r d BC Dt ss. w" � x � .=mu, A3b aacas£ um. ATTACPM +t..�' m"sl� * Ti}T �J�J _ RSF Uja a.FAi _ -0 — '� s+®c a t a�trss sc+a_ sssrass nsu xt+� , s�rt.aoc as asucoc COMM' Sf�� �� � �» �. AS�� c �> , O t_F G- 1.Ofl i7EPTIi —j a aca: ri+s Sts`_ aFsuw a m F84C rtrawrtr -+rain asram OF Ix tom: �- pr � TtIG A"�R:E £6t wjw-_ C� fa9T�.t_.�30t 1Si stl� � �O� CONSON 9f� _ SP1 1� - 4,. :r <a: _.*�. ,...- <.. i ..s -. .. --.. _.r-�a. ,sYw-::�_•�'-.-•.=: e`: 5±..-. - r?�• .v. �¢nd..+n+.+'a- .7. ': cF':KF" 4i ale. �-r - 4� �= ..: ._ -.. � a. _...� �.Y-: -, �-: -..,,' ss> .* _„ .y .a.y.'.�?�'- ^s x„ s. h .. _f. ..sr.r,� . <'..E' -s., - - �'.'- • { ' „F.;,a. c r a mt_i c THIS QW9_ PREPARED E EOMOUTEA INPUT rg 4D5 C U11�4ENSIDNS SJE�i1rT3ED 3Y .TRUSS urR TCtP C nC� X� EI`?`-`tkF7t +1t Jt� 7�+-IS TRUSS MUST BE INSTALLED AS Sk:L1•`N+ 8E13 CN06U 4ya F_IA �LAR� 4x-3 IT �' �T RE USED UPSiE3E DOWN- TOP OFzRLiS1 p f �tt.'�ci4'Ft3 iS1 BE wfivEul &Y TH1.� rARMCA713R. biC tB� 4X'2 FIR LAK S., T .� tYALLE!y' IN k;.�5. A".rE N11 TC' ' C.-KME Sr ,'&L BE LATERALLY BRACED WITH PRcRL`.' CONNECTED � c [:Cni%1c..CTOR PLATES 4 �' K l�'rF r '2949- Pill V, SPlitictT i+T ?dWCFl�4UM OF c11' U. C_ REO€ P,EMFj S OF T _C _ 8. G. T�.,�A H R.. P(MI a �u TSE TUU A�?Z A 5G FUR T;t�?I% L PLATE Ll3c 1tTIDt'.'a. F ii TRESSES ARE 701BE SPtwE3 le" L - LuxlmUR'_ _, tZ o4 SLI7 P E i'Fltt`.� TF �2xa4 xI_'K_ TTACTt ALL hATs S -c EA deRr, COMMON 44IF ik3Lj. t4i [[, TG EACK TRUSS �c11K I--l0d. JUAILS S:T-g0NMACK 1-f&TEf?I�L TO R SUPPK_.TEU s7f EMLITYC=T Ct.44ACTrZ�_ CONNECTOR PLATFS M_SICR' E_ SDR �Rr LUMBER PER NOS TABLE ia- I6. WYTE R.—KA jF3 WTf'-FTR € R BETTE? DINT -1-N 3'. S LATERAL BO. (19 D'.7R4~Ii3:72m if�:'t_SD_ 1TAC 41rI'bf" ttD is. �.sLTN& - IS KTT Ex 101�t,TLY TO eGT'T� CPDD- SPAU dfi i��ATE.T-I_L �t !�,T L_cllii EN3S TL As SUTIMLE S�P?�€s7 �� .FF�EC`e�€7"t•: ��itT�taE,s.-".�. _� ;Td 71 . OPEN CASE F 2 5X4 30` TYp � T 3o�t F W=3X4 j -X14 ibbr�n } . t43 xcy --t �' _ v -- p, �..� ✓% g ' - 4 _ lel cv-5�[� �% # Ly [ft _ 3-Xg: R'; t. i rte!` � SU �. �` • tt P" .'%.y.. "'_•,,{,�jfi 3 a ' _ wl DING ` s tis= IX4- i _ E AsPar) RO Ell - - �. -; = ;6;; X-3_ fl t}-7�5t ata . rsQ P�..T ?_-1lLPIts 5-W-- 4?A? g -FURNJ_—R4 A ;CWK. i TRIS D Y TI? EFic 'T�fit` iC7 t7R,SGTtTR V I5. 3' _ 2 ;>G iE - 0,2:5100 _ . r ; ts� E32134II�1' R+�x ii. x ] zamc ulit,r w[` � ,= � c a` .IMP0P.-fANT7Kx �. baf m i>r wo rs 8it Fan i WARNING IV hLwx_l Z B*=Mft me C1ESfItu'�' CRITq-/hs�=7(?�-PsC-T� �`c� 3�4'�7--s-��5j32� � SPIT'I Ycriso— os cr QEY:■IIDa- 7(cKim SEE''nfi-at' a7�n`. H'�Ot13njws. -. - ✓- LL �V.. rJr 0i..��•. GoI�1/t%.. i C2` C4 .1f2 7e5Cf1r �e lit['.ixY'WE' Smi oxxp, Tw Tram 2zlow 0"ulm =NwwlAw Axl l %V d8"Tyc 6-_c171 ,a a. lc=3, cv.1a- rca awrorzm vtcm cfmt TC DL I D i� 0 CMJS$4427 :ee223029 cr c=■wsxtln� cnw as _r4aw sa w rnr swan. mon'. r. t Rush "'m- ue� srfe aa$;E L�eRJangE �aot arcgl1T:lFTat$Q isae a. FasE' �. tae lm orsa 91, 9E uttstt: eD C DG DL _L t`'SF GAr Etta 1 g :;nadir .�ISBTCiI% 5'f LDM �, �s tap• .=Mr 1TS t W. < +h/N. t4LiER.w AT�r?fD iy,7rpaD:Swa7��C _ 55 � 0 Ps. wih, LE;;_ _?0'�4'_0 S+Ou_ H'x.+ 7�rsK4[r IIlE i- KJY1x7i Wf55 Vw;w S: swAse. e: mm Dom X!1f woo Lrmm m 1uat7'% Tf I _L'if. , . • .7 J tom' SRiss �nES[9* S7JMO C' "=WCC --IrW Mftic*Ac McfTslvb- or 14 VrOrim CH arsiw wow tar Tan MJR. F'AC.- J -00.. DEPTH 16_-0� -,� na ,.sat resr _ oesnsN ►st nr t-is� r�1aTasrxs To�7LII 21C®1CR. >� C �� � = SPAGINs i5c,W iYPE _ ... __--SPL. �.TRT9 iRnY& '249S77:tS�_ Cif++ ai77la+4t. �Slae: SfC1T71'a7hK Z6s�S �;tsltstT2C/� - �7�./\v.."r".�. +4.�� '1�ss �-.'.. sw. �r„ •:'ti.��'..s ...R rw..r...r+ ,,,�,.1�' _ _ _ 7 N • ..- . _ ,..: s .-. <-:.- .: y r , . _:a .._ . _ ,. .: -- '� =. - ...-� ,. mac; � �=� ,f. FJt3B 2° 33' * THIS fiflG PPEPtA L' FROM COMPUTER IWU T (L. CADS. F DI�tENSIONS� SU8�I I3TED SY TFtt r55 SFR , . a raieaera - - FE16 TOT CH 2XS i a .�Cri _g�: EXCEPT AS SHOWN' TC X_L<_E .L-R: f�.�S' X5.59 �_i�i �3.75 13 CHR 2X4 FIR-LAlIC14: WEBS 2X4'Fli ,t. Rot, SI'RlMMAM, EC X—LOC L-Pz 0-25:5-AA 8_56 13.71 TI-2X4 FIR-LARCH SS r 111 TMS; dESYGN-F€1R, `COMMON HIP � ���� L"'_�. �f���tEl ttl€� Ti ; ,Cf RU ' U kZP :A "[ER AND � SIPPOR T EVE f FOUR :FEET _ L 4TERALL ' Ci i • COW4ENTIONAL ING IS NOT TFC- RESPONSIBILITY �rr THE TRUSS SPAM,FLAT TOPCHORD WLTH 2X4 43 OR BETTER HEK-SIR C. RESIGNEK, PL4TE HA•' & FACIURER:, NOR TRUSS' FABRICATOR- PERSONS WITH 2-150 NAILS ANU 2X4 DIAGONAL WACE PER BitT-7& FIGtiRE 5 t6� ERE%TTt�r TRUSSES ARE CAUTIONED TO SEEKASCE BY LOCAL St.JPPgRT f3IP RAFTER 1(I7H CRIPPLE EVERY TW;a TRUSSES' t6al) .< PROFESSIONAL ENGINEER AEGARF3IPiG. 'CflM ctiTli list FRAMING, � 41 HIP '.€i�ESIOWD TO SUPPORT V-11" JACKS WITHNo WEBS. R3 ONNECTOq PLATES- ff-ST BE INSTAL LEU IAV ACCORDANCE VITk .. s C JIRZ TS � _ _8.€ _ RESEAR k_Ef��Jf?T 25A9 SINGLE Citi #.-2 ENt s: i. 3 -- ALL PLATES CENTEREDTO BE CENTERED THE DINT. LEFT TTJ: RIGHT AND TOP Ci►'t RG' SHALL. BE L..ATERAL.LY BRACED WITH Pk13�GElYY CQWECT.EO � [TGR 3 TOBUTTS E3ECP i WHEN L OC&TEFz BY C IRCLE OR CZENSIONY PURLINS SPACED AT A klAXINUH OF 24" Q _ C _ SEE CIRAIWIM 130 FOR `PLATE LOCATIONS ON TYPICAL JOINTS_ CONNECTOR PLATES DESICT-JEII FOR GREEN LUMBER P WS TtBLE 'R'_ fS �5 hi JA T S.;iN3 5 _00of =2 u„ rs } 2X�� c�Xs _ U z. TE COU I SX3 3X4 BUILDINGEPA APPr, OvEr" - 5-12-4 - - 14-0-0 OYEfR' .2 SUPP sem. Rig Fra 3_150 PLT TYP.A . w , --- 4t� aISH A WPr OF U05 0€3 GK TO €M UMOO CONTRAC t� RE, q5.1-2 SOLE � fl.5t?OB QE'SrGH CRIT. ADM nEr 8427--3 ` T TA* 9.�u . s NG � a m cnm as r=,=s Awa s¢a s,■. rtasa�c e�r.�sr-Vas-as; �w.ore.es ase ay- cs � � ,a.+ _e�.w� �..c o..�raw r.e neaaaeseae�a * Th�is jj#��1. -�r �}��� DATE �ay� 3S��J�S�@ � �y`�� y� _ ''t e� V.,4lL:+ f `!'ai ° i3JCiAP..�G7-iC�4Yi/.10 a=we a�raws : rrl - pp ;�. .nereaE .49+1 � aawe�s � aewc.xnrr;�,+w�EaL ssat.� �•a� aitt r � �� = _ �3 f& � afar awe. sssae.tswase�a�4�Yassf .ea+e,�csai4�r;sa4rvs ��rc.arawss�ca�ss +ert.s2ss�a�arw �ssgasauua:>a�wrst�s�sias ,c p s >�, <? •_i4' rew a.eE �c K sra�assa�+tiE- - ;.x; s ` s - am�. -. am—doi7'aNw-,a�wmrrv,Y.E�.rm low- "'�'" a+ET&UX.:i'.J" IV .-4 T'C 'cl.J�� r. THIS DVfG P;EPAiFERd FR ^ C014:2tzTER INPUT LOAflS S DrWNSIOUST SU3MTTTFt3 ®Y TAL;SS fF; s . _• MUTE: _ THiS .TRUSS Mt75. BE IHSI ALLE i7 !:S 7ta? uHt,F�D ::2 `F3R-i1=ilCtt 1 IT 1a'NOT BE USED UPSTD is W4- TVP Ur TS�JSS BOT CHORD 4Y2 FIu-L .RCH ti - EXCEPT ; S � mUST BE IRKED SY TRUSS FASMCATOP' L WEBS d:'2 FIR -LARCH S t AT�RII. f - TOP- D SHALL BE LA'[ERAL'LY BRACED- KITH P9'A7EFtL.Y_ CONNECTED M k�T—d�C FIR --LARCH *1 PEF'ciIIdS SPACE L1 AT A MAXIMUM `iF :M.- D_C_ D CONtaFCTOR PLATES mUST BE INSTALLED IN ACCORDANCE MTF?r R REOUIRE�lGt1FS a- I_G.B,4. RESEARC�i REPORT X2949_ NOTE TRUSSES ARE 'FCS SE SPACED -1G j0.t_ is. - vc REFFP ZD URAIUNC AI50 FOR TYPICAL PL TE LOCAT3d)NS— XU RAILS 411E CD ' PZ S NAILS- tt i 21:6 3. HEtj-FIR LIR BETTER C{tNTIPtJ1kt5 STRDNGBAGK. QTTA K CONMECTOR PL.ATFS MEIGNED FDR GREMR LUWBER PEq 'NDS j5 TO EACH -TRUES WITH S 100 NAILS_ STROW_,8,ACK MATERI&L 70 TABLE 8.19_ CC ti -,,Pt TED BY ERECTION CONTRAZTCR, i,,ov- 21:� :3 jiFwt-F:i'A �R BETTER CONTIKUDUS LAIERAL ?iCT3OM 'CWR0 BRACI,1* C 72' MAX_ -GC RtDViflED__ ATTACH WITH 2-16d NAILS_ GRACING LS NOT PEQUI RE L► Ic A..P Ga B' C=TL I14G 1 IS ATTACHED DIRECTLY TO F 07'TO*4 CHORD. 5nAt:1NG 46TERIAL _ To BE SUFIP� I FD AhPu A4 i 7 ,LHCO r41 g: Z _4 ttiDS TO A Sc * AGLr_ UFPO T BY ERECTIilR CONTRACTOR. -C-t► 14--G'- [t CENT= R ?tF 1 OPEN CH4SZ k=3xb 30.- I'' :)A ' n j 133 - X-4 iXJ F� 44j4�; �3s� �X4 -4X 14 E COUNTY, 3"1 C� -- W X1(2BUILDING ILIN]aC 60EPARTM AP.-PROV, T - �_ OvEP' 2 SUPPORTS it-[ttis� '►rte - '=` = s - r I� SEUFi-- 3P537 cURHIs t copy IF -nas Dp_s1 K T[3 ER: -T! � .L ref [O� Cr..✓� Y7 s- � L�f sO� gv*�za.r,ra4 +corers . Ys'�iwstttmis2f�a o: t ScCeras+o- OsFw3iu dax0i�s e+a�a'j t�.Ov. eas� a�+��aam+�ua+.e+ a,...r�, a,aet r,.•f �—�,iDESIGN _ - ��=1+14A let AD -V PSFDiqE vT5/311©7MKR ANT,W ARN!b*-or:101mcmr!ww .nrnr ta -- - -� o t� sxss M3sm ma er.+ rsamc +o sesta n�'7s,n5 x a. �s.a..w. ao Aotu.�'sxxias-ter sv ^a`� "�*r J 0 PSF OnW.- tit _ �iS51G3a . , n r=te o vLsR Sec -aaa ssr r9r� arsan� sr. srt xasr sans �stoe calL, eeoorrtaaKtcx Sema- �- .xE mrrnCzisGZ: ac cars cx n.ssAr x `M ,n�rwr aR�.Ebo s. ",cimm W"02¢v C - = �J' i .SF .y:.A� to a- " rreri.ee� �osc aeFroic T15 or essx s+ac sa.oC=, �+caa, sss cxra S.,at arc iaaewnsea,aonos, � � a� y: ._-� o •.� r c+e rt sra sees Vertu ar � ,� Ambi Ser vc .. wren . T AW#_ et_,M saamm 3 GT ' m _ . 55-10 0. l E1�t 26-0 --:a s s moft. � s WE -f easlsat M." v"ImT.9C. meet c rmK a0e WE As s�cta a�iar4 fln ®erC7es s=s sgtar�mns cam..., . .esasrsos ewnrW�s es as �zsi a• ,�., .�.m sac SOS�'!F- � � II�Ei� FAC_ _-- � '� DEPTH A,� _ 0' - J Zts7i► a ofP+J� IcLwmwr a*avm &"omw c .. - -- 1e6TSamawl ecr. Cs - -c;m Yom. i= -�? swumseacE "Sao.- arc �.rs es+.� actors tsew arw.o+n �rsswwsrvs'C�r iZ1`7%E -�7 E � `".'-. _ - - .- _.. ...r. - ..,y-_ o .. - ': -+... per.-:---� 4w A .a�.Ses- �-'�-,,. '•az�i ��;�y�:+�. � .a^'ssa -'��� an-...' .+... e: �+, _ -: s. �< .-.'', > , .. x. - '.. _.:.+. w ...- ;_r � ,..r- r..._ rr•.r .��;;Y _,,�;.r. - :..... ���.. - _ .:� r;,.-'-'� a,. -'i4,.... ;?'�: '2^f.`:7!,ty �?Y :rte:: � .y« ' • .. "'_.. ..pA n.. .... , w,:. .. f ,,,,s .,:ef'S., r;-- +_'.-'.T f .ry...Y T -� .f..%'t9s.' ,f ..-- � 4 t_.`. p.. ...� i . ,YS'Y ,c. ..!,G•.`aY�,�>Y��?w,�_ ori'• ^:.,.. �, w•- Ti.f� ;,,.-•}.t"G ..i'•w']e� ts�.-,.� _�.1� �'l _ - a.f y'"q _ - - {•'; tf -.�:.'rR ..,._... s: .5, x.�1g�" ', •�- e..,., .!r*.. ..�,�_- _.. .. .. ,. ,... F.... ,. -ti° �. .st .,,,""��.ie°�+:. •a -yam, ...4�.. '�'�:a'w°�'" a: .-1-:...4��.=''��`^.^.- �. - .. i v..,.a,-�.,„-<.... aq. i,,r• t.��r.i-'iw 3'� �"=.•','s'�,'-_,+s"'�'s�3C.�-+'�-t+s_�_r S.4�R,�r''y"� • �.�_j"3 x�: �-.�_=`�-'�~r-• _ ;-.�4 �-t+.. ,^t= � -a�•. _s _',,,, .,k.. - , �r'c:. -. � ,T-i :r�r'r'•= - _3• _ --• _ K .3'- �_♦� R'+3- '� r'4 _.`J at-��..2^ `"" � k' _ 'ii.: -_ c :"` PREPARED. FROMi COMPUTER INPUT LOADS 6 DIMENSIONS SUBMITTED' 9Y TRUSS MFR_ �= TOP CHORE FIR—LARCK #1 TG n-�LOL L-R: 0.2.9 6..79 11.21 B.00 , r- $OT C OR9 2X4 FIR-LARCR f#. r € R-T_ BL=. X4. FIR=•LARCH # 1 BLOCK LENGTH; �1 R—LOC L--F; 0.2-9 ?.2A 10.76 1B . Qi5 WEBS 2`X4° FIR—s ARCK STAT DASD, v = o.9B3` _ �LE THIS DESIGN FOR COMMON HIR TRUSSES @24" O.C. EXTEND TOP JD CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF TcfE TRUSS CHORD TO RIP RAFTER AND SUPPORT EVERY FOURFEET_ LATERALLY h DESIGNER. PLATE KANUFACTURER< NOR. TRUSS FABRICATOR, PERSONS BRACE FLAT TOP CHORD WTTK 2X4 #3' OR SETTER HEN-FiR X24" f3.C.SU ERECTING= TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL WITH 2-160 NAILS AND 2X4 DIAGONAL BRACE PER BWT-76 FIGURE 6'(13) � PROFESSIONAL' ENGINEER REGARDING CONVENTIONAL FRAMING':. SUPPORT" RIP" RAFTER WITH CRIPPLE EVERY TWO, TRUSSES (58") _ a; c NN5GTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH- "I 'HTP DESIGN8U TO SUPPORT V-11"JACKS ktl sH '(10' 'sVEE5 r N' REGUIREYENTS OF I_G.SrQ RESEARCHREPO€iT #25A9-;. r, SINGLE CUT WEB #-2 ENDS: 1. ALL PLATES- ARE TO BE CENTERED ON THE JOINT, LE:--. TOL RIGHT AND Q TOP TG 83TTOf-L EXCEPT WHEN LOCATED BY GIRCLE OR DIMENSION. BEARING LOCATIONS_OUST' DE MARKE€3 ON TRUSS EY TRUSS FABRICATOR SEE DgA1R1i"-* i3 ' FOR 'PLATS LOCATION' ON TYPICAL JOINTS,' 1 i°.? INSURE PROPER _RE GTI€ N _ - C+ONNE£.TOp PLATES DESIGNEnFOR GPEEN LUMBER. PER .Mas TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED TABLE 8.131. PURLINS SPACED ATA MAXIMUM OF a4" D.C. ell N IL COASAA5 Or •, F t` i\. .fife` " '4. 5.00`_ �' 5-00 • r 4'X5' _ 3X Ey - - .-5X3 3X4 -_ ?X% r .. - _ s BUTTE ►=e O _ I _ IM ' t 1 — —cx Qt'c 2 SUPFOTS-Ar" P . ' n J R�13Bfi Vii= 3�.5E}` _ r��i$33 it= a-60- �_ � i PLT1 TY _—ALP1W_ . _ SEGN✓— 47551' F Sf4, A COPY OF- T1415 DESIGN TO ERECTION CONTRACT-OR REQ' 15.1.2 .. _. SCALE ­0.3750CD ~� .ivsW avenue ow-aeCM INC, n s w-ar�eater CAM=iY-cDESIGN CRI?: Ug� REF R427`" r r� c r **IMPORT1LNT**s�+dr w �etaFa iu. AANING'm r� u�oae ix� �=' �kswsxort; wiizo. cA ttirz aerzmor ecp� acucr►ti s t "edt 7s : IaasCiiC +eou - Tc LL I G. 0 PSP DATE 09/01/89' c,� � � a=]; t� Toss stsa�r �s-�rr Fa3e�' � euica �€ rum. re rrAar sws rszcxs-.Y.n.s� _ _ > _I= xttt+" r► ^oasuTr WNCUO BcTaa- er mss. mss caaVera,s TM cESISk saq At[tszsaerz ,rew- TO DL PAF f3R�fG; ttUSA627 2�dC0'� lei Vis. �:C= AW AAMOAMIRW Via+ ze saaati' suvuet�t' s2ti4 tugs IEtti ss: +s s�9tAt+BiBt1S_',liei�8it@aSEE '—c an c E met lac s a� szse �rsc oe�a" �a.�: 3eu;erasL o 4''CA FEW C� E $➢►s _ ; : , r R ssrc+� :cns+»ssFs ar;+rcmxrs : r�artx :sT,;rn�oa+taL # BCr �` }� /y .� `'" i7"aGT"ld,�*:N .zsr 'siiara+rss LilFG#1[ i[m! .v�izi'auC ?6' �7F esae< i m;:Fxe � P.IT � _ .:3 .c: x 4 1_5X3 Zt 5 00 cou{,X 4 3:u ' I' FL -T , TYP ,--ALPIW— C7L`Y e O O' Ct. -1 0=6025 w— 3_`15fl' N15ii .A COPY OF T4j DESIGN Tia-'FFECT10N ifflTRAi;T(}�i XPi=�{{"nn1 3__ 3 ?� �Sr�}1LE - n:3�5{}0 Q 3'�:�' '�ffitC�� IlG {RS+ S R�iliiF F.-77- L•:i 1.,.. -. ".1fi.9jq 4.rir1 LIBC, I'�L� r ess�Fa4 ..�+rfARMING n+ n�saa:ssr ts�Ct:Ha „� no amwittEr" TF¢+� tannraw, srE 'eKr � ; ec�s�,.�s rm� aws.¢ - - ' 7� _LL �� . � �QA�E � ����":� lie =9 In ['..t' f UaWR CW3a#gr AST':NES"7tiBC>s� tjt775�:E.E � &rage ccvhm"61] iwrs mxa+ � xmrrmez_ :x!rsc -awe �Q DL i53 _ i pss: QPi 6 ;mei 3�2? I6 Mr,VU WML t" '= 04WI EF ar04r ACQV s. t"f-57 fo .,i-rgt-x _ Ps�CI4iG 2 _ti TY> �� OMN JOB- 25040 '• 'THIS adG. PWPARED FR(}3� COMPUTER 'INPUT �LQhT]S-� orwNSTY qsj SU�KTi'FEtl 13Y 7R,1SS WR: ao���• �r . TOP CHORD 2X� °. rL_ARGH _ 2 ..arrr.a�a• m�.�sa�a..rs�.ms ,i .. t T 'X -LOG L_R_- 00 13. 18 18.90 60T CHOP 2X4 t :r -LARCH &S WEBS` 2X4 FIR -LARCH STANQAPM` Be K--.Lcc !_-R: U.2S 6_22 -11.78 36_44 G_ =. WEDGE! 5 # .4 SIN LE CUT WEB -TCI J: =� CONNlECT€ R Pl-- TESFIW-STA13E IVIS IALLEG t.N ACCQP.Q,kKCE WITk 3` REGUIRE14ENTS OF T . C =a-'0 - 'F•ES`EARCH REPORT 92949. Ui OTTQts. Cl-TQRD CHECKED FOR 10 'Pg%7 LIVE LOAD- ALL PLATES ARE TO BE CEHTEREQ ON TNc JOTNT, LEFT TO 'AIGHT S -/FWD E3E�RI"�'Ci. LIKATIONS WS7 8c =�- EO ON TFiI�SL.� ?F3USS =Agml -A r, TOP T� �iG3iT��M, ritCEPt WIEN 't-OCA:TEQ 'BY CIRCLE OR DIMENSION— 7f1 I?rSli�fE PRI]PFR EREC�t�N:-�,. �, _ SEE DRAWING 130 FOR -PLATE L C;TTCINS ON. TYP.-I AL ,:OIt';F s N ra TOP CHCRO .SHALL 9E LATEPALLY SPAC-0 WITH PROPERL-Y CqNNECTEB TU W�t-L1GE ;MUST HE CUT FROM SUL10 F.EFCE WITH PURLINS SPACED AT AMAXII�lU.M OF 24- 0-C. .0NE ry LONOLT:4JtDINA'L, CiT't'.L114 PARALLEL TO GOT IOM CP iHC1. -0 is • t �` FOR PLATING' OEC t iLS SEE USAW. . NO.. A13 t . t'Qri, !E['TQR F' LATES. i sK'S _ £GREEN <Lt F �€ Ai�JS � � _�� i Tf�t-.'_E '_ 1_5X3 Zt 5 00 cou{,X 4 3:u ' I' FL -T , TYP ,--ALPIW— C7L`Y e O O' Ct. -1 0=6025 w— 3_`15fl' N15ii .A COPY OF T4j DESIGN Tia-'FFECT10N ifflTRAi;T(}�i XPi=�{{"nn1 3__ 3 ?� �Sr�}1LE - n:3�5{}0 Q 3'�:�' '�ffitC�� IlG {RS+ S R�iliiF F.-77- L•:i 1.,.. -. ".1fi.9jq 4.rir1 LIBC, I'�L� r ess�Fa4 ..�+rfARMING n+ n�saa:ssr ts�Ct:Ha „� no amwittEr" TF¢+� tannraw, srE 'eKr � ; ec�s�,.�s rm� aws.¢ - - ' 7� _LL �� . � �QA�E � ����":� lie =9 In ['..t' f UaWR CW3a#gr AST':NES"7tiBC>s� tjt775�:E.E � &rage ccvhm"61] iwrs mxa+ � xmrrmez_ :x!rsc -awe �Q DL i53 _ i pss: QPi 6 ;mei 3�2? I6 Mr,VU WML t" '= 04WI EF ar04r ACQV s. t"f-57 fo .,i-rgt-x _ Ps�CI4iG 2 _ti TY> �� OMN ..,TO SIS#. THIS !IVG.PREPARED FRU' . CbMPQTER INPUT (LOADS- & DI:MENSIONSI SUBMITTED BYTRUSS MFR. TOP CHORD' 2'XFI"'R-I�kRC#1 4 ` TC 9-LOt L -R 0.29 6.78 1.2 58 16.42 21.22 27.71 .Bd C901Wk-- 2X4: 'r !K_4ARCK #1. FIEBS` 2iC-FIR-LARCH. 5TANDARa3 SC X -LOC Lw -Rt 0.29 7.23 11..58 16.42` 28.77 27.71; ` ` sEn -0UECTt3R PLA _tS,' MUST SE I tSTALC ED its' ACCrJFtD ►NCE WITH IREMEVTS;.t1F r.X.-B q RES�Akcii REPORS-na4s,. 2 COi�RLETE , RU SES REDUIRED -- FAS,TE,t TOGETHER WITH' : ISD NAILS AEL ;PLATES A;tE TO 8E CEittERED ON THE 30iINT, LEFT TO R IG9T- .ANQ TOP CH - - - -- 15-'" 0 C: CSO ,TOP'T�_ BOTTOMA, EXCEPT WHEN LOCATE! BY CIRCLE- Q2 DIMENSION. `_=-'sS5-� _ �-------------- 4, 0. t. STAGGEREC SEE.11RA�LNO 13 POR:' `'PLATE LtiCATIO"NS. ON' TYPICAL 301 NTS.` ^a11T, i-��--•._--------- 15' 0. C. ALL ;)IO,TTOM CHORD - SKICES• OCC6KI:NG BETWEEN, SINGLE CLT 4lEB': fi 2 ENDS s i , 3 , 5, 7 F-- ED PEit EC POTNTS-ffARE TOBE LOCATED AT APPROXIMATELY -.1 l f:(3F PAPiEC t Eti.GTH FROM; PANEL POINT (WITHIN: 12' ) AND `' ` .:djS_ #1 FilY` QESIGNED TO SUPPORT 7 `11m utACKS WITH NO WEBS'. SHOULD NOT OCCUR IN PANELS NEXT TO' A PANEL POINT SPLICE. TOP CHORE;'S ALL LATERALLY 'BRACED WITH PROPERLY CONNECTED t(i1TE= ELATES. ARE DESIGNED. W-1T",,DURATION FACT -OR OF E.92'. PURLT_+:S=SF,s,CED AT f. MAS:IKUM OF 24'" O.C. N tem 2XA? #3 hem fir or batter~ continuous -lateral ALL NAILS. SPECIFIED. ARE COMMON WIRE NAILS. dt1o!t-reboa bracing t 6-0-.Q maxilrm £k.C„ tequired. Attach. with 2-16. nails.. Bracing is, not rgqu :rec it . Uses same design foz_ore-gltr common h p 1 --Asses .'@ 24" O.C. c rigid-. ceiling is attached directly to bottom: Extend top..cbord to hip. rater and; sup, rt -.every four feet. Laterall bract .flat to:: chord with 2X4 V or chold� -bracing; rater aZ t7v supalled- and attached better Hell Fir @ Z4" O.C. With 2-Zfid nails and 2R4 at bclth ends: to suitable support by e>•eccion. diagonal brace. per BIC -76 figure 6 (b)'. Supporta hip raf contrractar ter -with: cripple every- two trusses (68", Conventional, fr"Ing is not the- responsibility of the truss designer, jiate mania-fdcturer, nor truss fabricator. Persons r- •ecting trusses - aZ cautioned, to seek, advice bg local professional engineer regarding i conventiol a', framing., _ sX5 6X6 XB 3X5 S.DO 5.DD 5 4X5 qX f 3X5 5X3 2.5X4 3X.5 #518 -3X57, rV 8- -U iYE 2 SUPPOTS_ R ; 4( It-252if1 5F 3 SD' R-2520 g 3.50' PL TE TYPE --ALPINE SEON=72298822 rr'UtNISH R COPY OF TEAS' DESIGN TO ERECTION CONTRRGTOR REV 14.0.E un.,�cs--•• rnuw...,ar ,..,.. Q: **1MP0RTRNT**�FILL N REWNSIME FOR I ate . DEFUMON FRDMMOE_ SPECIFICRTIONS DR Fff DEVIRTIDN FRM nim mnw Ce s F�tLw m &nLo, m TRU55` w cDF=vzE Com. =_V VIM TIF_Mt M Tom' _r TPI. KPIOC C MECTDRS g' p ME TRAMCM9ZEIl+ Fl". 2G' S JP-- 6r£TMIZED STEL MESS Ilr#! tom' QTiiRtilS'c sii7W1r EET:W REIILIRF7$T7iIS OF RSTA` PAS•riwTiCE R: C� L a FFRLF .CIPR�i, DftS; TiY 8M, F3M RT OW JDIkr 1W LOCATE RS S;M_ MINS, Vti1ihS fR 9 NON.INFL O&ESS DTREAsIISE' S}W . Yf7t? DE NW STANORM, W*W OIitf R-PLIOME FRDMyt0a OF Q IMS W:* *TPI UTU_ f ppTE1iF M. 9' Su m Alli S - t--T?I -'TRLW MAT. ikSTnUi : NOS IFTIO L DES 4a �� .f - TRUSSER ROME EVnW- ME RNING Ix MMING, ERECTIM ratio :ING.SEE WT -7V, VOMIRUSSE5- emy RAD M= ENMTIUAS-+TP11. SEE DESIGN FDR fvDLTID0_ SPECIAL raw- "8RRCING REDUIR£1El M. %tM DaMISE LRTERFLLr aD rN, TOP'Cf?M SWU BE � 1 PRDPEfaS.T W,-7 0 FLTRM %ERTMIG TxT' CfERD:1LTR c1&ID CEILIIC OR BRRCIF3> SPECIFIED DN DESICN.. T WDT VJSE''TNISt :I?i_UITKFIRE FETFROW IRMO gE _ 7l IMFIERTMi FM WD CDN61 ,CTIC�i RDTESS! f i , ;��? •' �� �DL: 'y, C -W3445 �^ , , wsD.�o Q tet° sCmc = i1JfCiOt �` "%�11%1 ' ly DESIGN CRIT + {� TC�LL 16 , 0 PSF ' 15 . d PSF ,t BC DL 5.0 PSF TOT. LD"._ 35 . 0 PSF [Ii .Fi C 1.25 SETBPCK'. 7-11-2 _ REF DATE DRYG CR CA -RING U/fi LEI PITCH TYPE. vc vv .,I-. B929°019 4N M -Q-C =+ `- , ,:., - _ ."�. r •` c - - - 'r-'i' y. s - x r: r't-.»„'" .w,.c:- s� "S ,r 1: -s ^y. "fir :. t£.E. - x=£ ac:t��:. S'� „-+."tr ,.'•-.- _"' - - -. o _ • " -,__.;.,mac"...t'-. � ._ s., `.. E+ '' � _., J06: 25434 THIS DWG : PREPARED FROW COMPUTER INPUT LOADS � DIMENSIONS SUBMITTED :BY TOP CH 23(6 FIR-LARCH #I � TC X-LOC L-fit: 0_29, 6-.75 is-2i jl_7.1.�i ESOT CHORD 2X4 FIR-LARCH #i WEBS 2X4 FIR-LARCH STANDARD _ BC >4`LGC L-R 0,-25 7,24 10-76 .37.71 - CONVENTIONAL FRAMItdG 1S NOT THE` RESPONSIBILITY OF T�E TRUSS l SE-THIS DESIGN FOR COMMON -EIP _'RUS_5ES `L24v 0-C,EXTEND.`.TOP = m DESIGNER., PLATE MANUFACTURER., ICOR TRUSS Fk@RICA - 0 . PERSONS, 'CHORD TU HIP RAFTER AND SLOPORT, ,:EVERY FOUR, E.EEfy l�TEFi ALL,4 ALL'4, ERECTING' TRUSSES ARE CAUTIONED TO SEEi ADVICE BY LOCAL BRACE FLAT :TOP :CHORD WITF4f 9X(4 03- ih'2�. BETTER HE - SIR @2d" �- PROFESSIONAL ENGINEER FiEGAFiDs��G CtI�IVENT?£3NAl. FRAMING- WATT "2- SB.NAILS.;�ND 2X4 D3AGOt�iliL BRACE- PES 3i�.i _7Fs s iGURE '6 t81 � r -SUPPORT HIP-RAFTER MITA Cai PLE - EVEJ? TKO "TRUSSES 3 HTP DESiSD sL B.�PPORT TK-10 Z"JACi{5- �tTTE3 N' 'EBS: - L w SINGLE CUT WEB 4-2 ENDS_ 1.3 :� CONNECTOR PLATES MUST BE INSTALLED 14 ACCORIDANCE WITH REQUIREMENTS OF I.C.S,O_ RESEARCH REPORT #2949, TOP CHORD SMALL BE LATERALLY SPACED Wrim PROPEaLY CONNECTED,�'. y PURLINS SPACED ;AT A MAXIMUM OF 24" 0_:C: ALL 'PLATES ARE TO BE CENTERED ON TF,E. JOINT.. LEFT TO RIGHT AND�? TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.. CONNECTOR PLATES DESIGNEDD ;FOR _GREENS LLiM3ER' PER NOS SEE DRAWING 130 FOR "PLAT= LOCATIONS ON TYPICAL... JENTS." TABLE .8,iB_ ��fira � sA n axe Civ a T.'G0.38 f3.. 5:00cc _ - 4X5 ..? 3`i{ _ 0-8-0 4j t � 7-1I-4. { 2_1-8 17-33-4 a ------1040=� QYER 2 SUPPORT --r —14470 W- 3.50" y R=?417 -w— Pur. wsPLT, TYP .-ALPINE SE[Jirt-- 47665 F� RNISH A COPY' LIF T# aS DESIGN' ','O. ERECTION CONTRAL TOR REV S5. i 2 . SCALE i ;375fl ,T� �.�. rn 3 vrsa,a+ a DESIGN CRIT: UB - cr t= � " a o cs �; ?l 1PORTki�iT�E E s : asfa ME r WARNING � _MAXIM EPPOMM Cr.VmrFDF4 FUN, » �PE.�'FLfi72.Lr6 $� i.9't OE1tZRt70Y pYb[SIdG.$ "Cttf'-:a : a�1LS1TQ.1C1a �7RSSSr 3, f � ' 6Y as 3oun,* a "my VAXLM `m EE WILD TTama Zm, aw Am i�{►w*mL?IO q— � '� � • �-�' §t-'�` -� 1110 _.. DATE t$/-.Q ' �,� �-; � rm: se+e "�i.�r �rtio ssaee`_si'�t atgsc�: - ::+ts aesr�►+LL-tta-^?�aill�►1:•+i, -'_-_- 3 ,�- �;�: TSH " �.: �= f�Ri16 �`.' ;09DS ``� .r_a 3� t��, sum;-wa+w�c Ft�s+� smaast� AL�� ��+R� . �r� r�at.a��•�wa.rr.+LeE +rzrn.rmr�r.-�zree�,�:�� � ,� �' �' �+ ,tom ARK a aes , �.sawos ax as z p Xaa ` .,. . •s s cmc ,aye=sa ne < _ ae 41ar s9r. _ ;:: - xfny rw WTAW a nriae : " ,..Z=2 : c� �•, �► it—M - �.aaW fHSTrTUIF MMrurTauz MUM s �ckrrl�c fa, wow oos,"Ae rsor "^ SET$, CIC" `-747 TYPE' .0 $ 5 - q 5►� z ell JOEtISNC1 T 11 Jo JO "n4t§`.' DWG p A FR MPUTFW�,T' M, (I nAhq E 1). BY 'TVUSS UP54 Top T CHORD, -'2X6 ".fM-LAKH, #2 :,,x -N TIC �LOC, 7L 0 4?9, 00, �12. EJID 17,.-.718Y T� 7 1 BOT C34ORD :2X8 FIR.-IMICH KS$,4 2X4 %FIR-ILARCH STANDARD., XC P:1' ASSNp1N, b ell JOEtISNC1 T d R Y' 1� 1 7 C1 4 Te 1, - - - - — -- - - - - - M A, M V_ oi 7' Im Q 0 i " 0 v 76 L N 0 �Ik - lot j A) I woo,4` doo ;il ark 00'; t1,J .4�;t ��jj'b li 'Coni arm* Q the 'adopt ny iat #� , . ­ C� shall bt ffi4l�`4Cturtd� accordan 7 *A4 � . r , App CP (I V a j�o me v� Sti'a'Ald0d i&Sr t 4 N .1 lft -POUAty �;04/or Cit �,T mo_44-fi,04 by 'the Intfiri CArpot, shali p Cosltsrjjl�tor. �f the Adjustments tb 'PlAns "s4411 b4 approved (ddaAghated As loa;k 1 'ISI, I- 'Q)r 4 ndoed i Opt R's y ry, k; -s to 4062�� 'iit & mate. 4t%%A� `mquipmen t ilkat i On - r b "t*r res *tA;%Z o' 0 P1 0104ctl or4 91%4 for ihterior doops,- �d b im to be all d -t I , Arig t , b a , , d' ­ r , il , I- 3., �2 'free fro 'WrItterl Ilimoosion* 0 u s wi I d a 0 5 it a. X o" th 1 i X14'ry'; 'CaZ t VOrk_,140�th*p, ALOd m4t��IAjs at vat shall Asti Xll, Oors shal b he XR, k tor arm r" of a 63; td� 'rqP)41C�4 41� hia VALCARE G 8 IT I OPM 8Cf� W titie 1 6 itti is "h?Avo f 4 rating od of ap arid sholl, be 1:04 4 aeL 'E in # 4 toit y within, he _ . _ 1) Yost mrom E .014, -kp"g �fxqm thesils" 4''a ozzlZaU date. 04 .1 U a.U,, by, thoi '04 .1 any 44d Al� *p Y' Dol to the i)ravlogs and 0� Conform 0 fact ir permitted cZO. f 0 arAd theLi shal-J. be Of the' s�ie, d I�Yp.0 Indicuid A -c Coil aY The tZa;t6r ;Ilikli VO4yi site found Carplit. '0411 71be Install, Ddorpt" onl6so Aptoo C Drawings or ad ad am :C oil frea 0�. ;LrAd st�'tacl as or dili c4ep�� p 0tb0rw.'LP0 1411mino phail; lber'.,Pr P.qskigher tot, any."i ACi rr, 16 As, ri to J!rame& othat idotoftt, the Conbtrd I and pro "a 2ch"Vitic, This ContrAct, t dt China P""'t'On Oft L0$tAllatiOl! all' di h ,work 0 or coat Ailt on 04 Ma fos hAV0840 by mz 'urer. CO;h W, - 0 Crt 'On the Ali 1; k c 1, " & rf ', _ ztt, carp bO 9424ponsibl f� sh9l, ZA �he qvont cextain: ':features -Ush Woba paqr;.� MUS be xemp'Ve rda th tii Of other Pella CHU= 0 f th* �copp"vct4oA are.. ri a Surface 011, i, trades is And edh t bQt,. lul Y Ahow.0 oa s, oiftdallid" tir in the, Sh4ll 'be at 7kan gpot'S or 4dho 0, t 11br-tured by Cal-Wopd�. Santa t 0! raCt"s is hot delAY*d aid height 220 fro% their on -be On h 'r a Wit'fi P p _e r y, 11 b* A_t then 2 Rosa(,, or aoptr Apqt rdmovorj" I I f - Coilditons that"'are. sho 411 04 nd WA 'at 'arances. Ii. All doors to be olid ces� Of arn.most be r t yeor LC. ;cis �i4klled for and sha 1. bt, a �Aji 4 1 a y C the !DeaLgho . or$ shall bot be the 1`63PPOsibilit am t a fini vori fy 3 7 rtip I Y 40�r the Contra; tor Fr ts hall be as, speci. in t44 field that ro Ad On Drawings. .4e rwise i4dic4tO, 'tb0Y­;4Q liot: 4,nditattia the, or mothod -of 6, All 41,00r3 hall be expe;tly hpntT Act: located so 'as to CAUe sub56qubh4, 4h dhadpled and- The. QAttadtor� shall provide t zRoa f rapes as s sfit SpUg Again$t all irstructural members hcture., workmen, And telor C44,.ing. Can St ftee from hinge ;IJ tit accurately and A ions. with D63,4per. M bist no brac n9j, shoring, Cog t Isdads and ja;tbs. Cori., -tion. Such measures shall standard uniform cls4rance a r 6Ct, rlCal' 4i3;.Ohh00t3r 110r.vice 7 _nd with t be. limited to - 7. Countersink and plug all sczew;B door Idat shall construction hed and a t Sharing gar th 6 fControctor. r-4nal c t e &;I be, a and soaffolding. t�io Contractor, alMade b Is CR59DR Pell y Zlectri Cont--ol da*r11c4X .cal r finiah to the Interior He 0 height 22 fom ce .11 Nittwork and grading oho�� 1pe ;doot in Compliance I.. floor til,es U and their instAlati Front Enty lock to be, Schit oCOMP16tOA Of he 4side' n $4411 be by' 9 eith the terles or eual. cons Mce Contractor- 10, t o e stingr of Ajeja udx proi on Dkhw�IA4, I Of St%VSL 10%Vkdation, and lielLghts of sho Tild nCaticit'4 1 2 co,it A� Provide Pella in "'All a top fini Shall be cl IX gjljs� CH24C ourloo 411 f i n 41 s h app I i tioft walls hall be vo ifi 4 1, hill a to, Suit Actal g inder dea p oposo av And dbo�t. Owner to select ,style, 2569 C gL conditions., 3. �l ti4rl-or lotki to be SchXage "A�l So.- es. qw0e,,r to o air. -53 6 -20680C i D KX L$ PECT171cxT1o14S And s Alm regiStera t diffus 11 Millgard 4U11-1.800 garden-a�rp t."S to hale &d4u3-,4 a 1.2 Pella 2448CC4 of the, same are �sisqtrvment ' dampors, 3 of ervice, 4,, -Priva4y 'Ic�. n nttall all r P=Vie dual Setback therm,,t at 70ag, OLtj S, "Sot:t to be, PrOV1,4ed R :all bedroom "try and remi-ti the PtOPCrty l r far he: coteplat, o oil or project is specilically- 40t Plumbi-og work in All Va's' Appliaces to, be 13 Pel Ia. the Davings Oa idedc,' d CH2 4 CC 2 k not wnherein.. A130i any energy 00S tirvat, Loll 'C pecifid, Jich Ducts plentjz�j to be sell .�,6 C -536OCC 6 6 can reasonably be inferged, or ad, irBUIted p*�- see. �;aken '43 be,'Ongibg to andi 100S V�� "p-tt under 'Sigh I the wal 14 Webb wl,_,,11�6 R Comlete syttem. rY to provide the �43 -id transit 2 12 rpv, , a �1" insulated -222TD -Work must conform, to all a Ze duct lioing to 15 2 PP�Ljdable code -n inc ding s ol,typC t ljokntso A Wtatherstr;�p 'all eXtarior doors. FBAMINm Nnrns 'Ic*$ Iglashilal; to ba, jolde-tI, 116 Webtt 16 , Caulk and saal all joint$ and pepetratJ;ons. All tlash4nq 6"kq I. M sPg systems shall be t4�jted. ag r1a 1 2 G 'CA, t4lv, 6rior to the sa�i,.-,Iact, . quired by an krovida. J,;t� 3.7 Pella 2448CC4 3. Jal windows, to be dual glavad and NST e%rtitied. V'all 53.11s in mas iotl of the �uttt 'COUnty Building. 4 MA. 14, T"M tic. V4"A �, .late interior parti ',to location Or 9 1 t AS wt R�ll for souisd cuntrl A I. All Exterior walls to, be V 11 - 6 bathroopt3. laundry, room , p 41 mater$,als Must be,new 'and as app:rcve�d4 by ru'44Lsh '0w4ar Itith manufactUxersA 41T"4Awr54, ptie$ all coles and ordinances: on all. 0-10i l w A-30 .d�, pment. a:tt.rc* or as noted. 3. ndriz6s-�4 A. Soil Vent and Waste 'Piping-, t;Lllat.Jdn for ss pa,-Jod; at on 20 Pella 2, 0.2.2 2 2TO 2 Q. -2 0rr�,ide cr 17P a e year and Unless Othe4twita noted i- IMS Sch. 40. et parts and service .1ge n_nVCQF mlpa Set ll horizontal embe w B. Water 'Piping- ae 2 n yok..t after c0nctA�;t to 'be MWMum 5 -Sack transit mix 2sao pA. 4, yof the Vertical Frarnirg: Douglas, Viri ;��Ade ot better, K $Oft­t4',1P, ccopet tu1ping, 22- 2 05 4 CC ­46 5 4 CC -,2 Q 5 4 CC ess hdw't. e28 da unless otherVise noted, I be #1 grade. ipn 23 Pell ad bars td Vti9h=bJack labor d Material .1eceXSa=y for n inc. Steel to. be Intetmedlae grade deform ,fq�3 C ieetrieOr better ron r2042CC2 ' kfailing-., POr UBC Table analeclrical 24 note-�,. :reinforcement bar 64 be IAPPA� Miramium, 40 nails. 4 for Power And tquj�-�nqAt on o box wire Val and smaller# bronze on; 4:3 allouso. 25 est rouctS 3111x3l" -on bar He$s For %net, split ri3int & r Arabesque," .4. Anchor bol-ts to be, ar. 4 wi 'EuVAiInh And fnsta',' polyurethane f 7-4 C-Aur-TtmAt oam smitchaso vur_,�ets, etc,, ;hAa th Minimum tl tub-parlets, 4 Vrawings are �,;chematit andisldicate er and outter'r =beftant Bol no mislimtt 2 1.' All hangers, Post c4ps� tee;fts And post biMiesi etc�`L. to be equiPitent to be used. equipm pe� plecef and wii o eac, piec-e sippsan or PIUM10io'q Contractor shall ant thOrOltO, AOA9 vith, tniect 26 Pella 2042CC2 M u clearand", A'hsll lay Out qo I ordislat sloe ibg A# e the pLuttb _v S., 'Oms of All ftgs. shall est on ndist�`rbed 2 - All plywood to. be CDX unless Otherwise Specified, w� - 27 soil a min' r devi, i,;:ium of 12"` below surface of 'natural- ground or 3. All sstruc�lsral Wood e_ d� Cos.# c A to, be #2 D -F p bot*_-er, the,locat 1 ",44 rexcept where noted, Loll 6f and stall lIeVes and hangers so that, 28 2448CC2 wor na t,delayed,� A hrs to be 6 8 Dy 12 Unles,% noted '29 2054CC­�654 . aOtherwise. a tdAn6=-icnSr to 3et'O'tta 3 0 Webb 1-11-6 4 wr,. Scrawls, framin5 anchors And provided tij othe_;,04 rough hardvaxe and other It needed, and pe,fo.m. I Dr free of Wane. pgrough CarpeT . It ry for, t aFurnish, wiriogL and rtsT4Jr9d, 31 P e 111 a 2442CC2 I cotxtrtiction shown on the Awall inglbI# ceiling SPace; and. f 4quip and In 1113 ment cover aracje) -ork Sall e fubricist on Specification f hia w as eeded for a complete and proper . All mlllu ed by ot�jar s,, Lonz f32 ed and assembled fll- horlizontal. piping 2442CC2 nsta Shall b* run n Aso Rkt, Akan at the site, Alignment I. GJ"TTONS', All wor,k and tratij�jals shall bit .33 Providle materia s needed for the war wt r in full 3033CC N % Z* Casing) Trim, cleatz, Atc.t Ap'ily with apprcliriate size ce with the latest hown on the Deawintjs, and meet,nq or exeeding the n� and filled. liends Shall be Made Vi1th 31tandard the Nxt rules And 34 40110wi.hi All 'Materials shall ba' Supoxt all 'Pi I Board Of rLire Ondeguriter standards of PITS a intervAlt .1 a oca at d irg Or 14pplied with "ate Ord-Inan ram, Hemberst. DF #2 BTA. fie Pipes I the State Of California; Idustri 35 oftximum 0111 3 11ails w4-11 12* ACCtdent Co4missiow a al B, Rough Ria-rdwarer e w sh-�1 be ei.-taining to adequate pro 'Point d1c, Run- hot and 36 at te= n at 4-i,�achment or tr`ue ald occuzA`te Cold w4tgr piping %2* k",i&rt where possible. parts or othdirvi , so h f "Y 14 Steel Items Comply, with ASTM A7 Or ASTM A35 Alignment. Where addit.�;� rial f-tastellors would be ri�-7u4'ed 37 Single, glatd NalsZ, - 'nStall Vate 30tvice, entrance t, these !:Ian$ or Sp o ret dnd ttt;lcb. the, work,. the work' buLidin eCifCAtidAS 3h 4. x - be re -done in. such a m4g Perzilt work t as to r4aiieve any strepso I Ide, R-43 insuation at all th these, .38 warpt etC'.0 ht visf, 3, 'Contractor shall e; Cod0l4t is in z And to. 'produce a true and accurte AlflXtura's shall b -or lines. with M b. Comply ,with Fed. Spec. jr-1, �C 39 nd hot arid at perforzin ping as 9 his work a;, angers', Simpson, or equa.1, cold w4t6r, Waste alid, Ve4t pi recrulroo� Sec. -Ian-. ol, In, additiou Was'e. aVd Soil li to fraMing ajeratLons normal to coe 4. tURINXTrolu, 40 fabricat-4on nd trectlbq aWita Befo,�ce submittIng a prtposal, Lsidicated -on tho, Drawings, tY system from each 41,:Ktur, to and each 'bidder shall care 41 ve4ux FSF-6� skyll� gt fully examine the eleo A-0. 22X3 - n � WIC tr1Ca_t, . 9 (master bath) g n for the work -1lthiCai- and Structural Drav' N bf ther trades. V1, All sewor lines i a 42 hall �.,Avt . contnu t bath) Isis aux fall nform o shall al R-0. 22X28 (gues Set horitantal and s_*oped pembers with crbw;l side up, of 114" at 4 so Visit the site nd fully 43 FSF-4 (kit-j:breakfast sun rra..) a I l lint, and..�Javq - xilsting ccilditlOfts *nd cut, 'or borat members for pipes, ducts, shall b � tri-leats s to all be gaC &;pl1Y44g to t a two tonduits, o r s, except as Shown on the uts shall 44, a lexatination h f At such to -Dra-Kings, or at, sl d in advance by the System in accordance.,wjt�h th nd atdy, �t APPtats 'that any d1hanle ftpm- 4.5 1' fanDe e d, be allowed -4 ddo:t shall the bi ad State, Ali 'writing, tog&,-hq_ vith any 46 rami-sibr�n dMV1cos, f a6xterikwt c Poo I houte, hinge,ri hose bi�b.q, ght :47 2 0.5 4 CC rl 1. The 6xt.erior aster hall be, In accor 48 Of hge right a 4-9 Pella 3620CA21 s n w ;blQr-k1A9 a ret iro-d t.o support items ations� for interior iAj�0 bot-atoom outlets to he 'ra Ypsum, plaster. of f inish, . a � 1 PELLA Wnclows, to- b ae ll be 3 -coat wORK 11;CL'VDtD-. urnish all mpta-jals e &-.Iivered with lboth Vertical and hbizCntal) and,' shall plaster Over l and reinforte:1 w 6 Cooling And kit 'to b W .fatal an heXr to Complete th Zldt.ltrical Ciantractot to verity ay.1 fixture 4',%d barrier Cotlditjonfing portl betvr at% Of the work s indic t6d. stories and between a top ee ith Owner. �tory and roof Solf-ful-riftl Mt1h will not -bt alldwed. i4clUdes,," It shall be M(11344 a,,�d herein, a- bdth. The volX of this br but I$ feet, Of VAC uni locattgns, as foljowi�,_ used, in spacific. tion halbe as appovett by Q�,BC. gdr Act Xtet, t (a, asstr,�ly limit,tid tot the foll4w�inq-., tranSfer in plast OA All allfActrital devicet 9 all pl�tas AN. n extertor or Saltarlori;;Ud waIJsl at er walls, A. Furoi.1th and install �All duiltvotk#, forced air t wite ceilings, and 4, A41 cornttrs shal� be turnAcigs, air jupply and retUrn V ortfY aize 6t main panel, (206 apq. miA,) w/ 1,03 r oAsary VA VAtCAAtNt;!4T XG F. Wlt4 R.4blathii AE it In, all stud Valls arkd partitions, it1clud.,n7, fu 5- Horizontal surfatles hia rirand tho, tost;A� Y ceerod, 11 be Make &,!I z6f-, _d that, the maximum dimenslon of a iContracto,,- shall ta�wire. f pace is not v Of the, balahce, syste. And Cle T -V-, at%d stortb speakers,. C. -Z=d tOP#'battOMt Sides and end of sliding door put intitz eftleivilt and prcpa r to Prt-uie Pool and or OV�:er. t h a t 13. An i-st Verity lecAtion," D. CIA r, Fornialw and all fiazhilq4 to n wo ing, loot a r e y ccmplet.ei this portion Of' 044 votk, A, Ogtiet boxes aball be ecially Aapte to- tht nd nailed to the wi D. Frn f to fttt-ed to the Chimney ish, and lOstAll ll nado be mount y em hal I b of bwner's choic 'at CO dh�Lll be dt trUA, and flosh with t�orrect M 9 Vitrify 4n a 31. .0 S, .0 sPecitidallY mentioned kay, 4ither Ahtlhs not aken to Insure that exposed beams, wood, Pri v1de 9 i"IAll condensate drain-. A11. L*Cttidn at outlets i.-4 plan ito a*.,*# such As, drO approximte, only, Coatrtrtor. lhIL gtud7 t4,to 4L= i haftloq, are thorough!y protect rm MNE ehind tot t all p1piso aAd -Ocate, the Outlets to thilt this, ftriri,ng titeiips th Ad heAt gai of 0 and, ttmila aAir Ctnditiojed places could a!:!A rJ Lays + fo Upon Comletion o ll walls, tejs;%,� *b6 baldini'shall be deti��iji y a x4oh. I a i� 'X h the siovk at ar portion �of awovk I ,d �-2905 floor$# XiCtnlled hostinq one! aii roofs, ornas ratmpS4 Steps, etc,, twItraCtor Or the til94OW'S' And, devices pirdsgat A Pitaid4r.;. catioda may, be %OV fiZ1i01! hitko'di'4 A iti shall eng,ineer. l attumn, ast t�Mtttical, &PliarAktt when InstAll4d, of sy ce rials, and debt ad a qaxL;h It- 09 test ha te from the, the touqhLfi uithout cost t B. The r*Ystei�U $hill be propdrlY bAlianced by the Svitthet In rtllatLon to door swings and cAbilntts 1=11,4vv Aust b All it install4d -as pet, be A*A a,3 twtches shall be GE: saal't dsa t at codes And only a pe-tvAaLUied. 4qual and reaflo, ft, C ft, Y egch-w�cjleq- at -n wrnecessary and, required for Vill be 411OAd to All Plates a divi*" shall be whitt. Picludih7" but. naij 14A -r an On cyele, sll, bor furn!,44� Intit Any pa -tion a,' the. C. t"'CZat F'Itti PAT== b a4d by tbo, 5.teetLC .4i C _ntraCtor tot 11 0 0 Cqnt: onjnction W$tb: 9 -fired" d4vilees Dotf 611914i nqS and Batt -in All pioibcso and titting's SL-AUir kdstmbies of Vinished %ood, 'atd poWe equipmt4t, tn4 ma%a Vtrform all work neCestary arid r g all 0 'Copti I I* bt by bthtrs. Of manufactured It'& tot VVh, ificaily rComplot�oh of the rdtt Label all instalAdd by othtlrsf,� uch 40tk is n,. rOjeLdt 'A. & Molditds, limited to, the furnishing of, a materialit and and Hack Stripe- Pine., the application p.d 241307 Vingr 80�6 Dr4wknqts, n Of all V6iAtI,ng 'finish on ll expezod hterior Surface$ , (eXCo Bath, T013 e ds:4y and pt4jtetect, and pt, for items of btlildii�,; shal �b' s to r1ni, rfa Sh Materials shall, b retitsired to a of the buildi h' and at -Ad nfor tho. appropriate ng as ss qw;3 abtawl.nIt and' s0etlfiid �htteko-. befOrL any tihith'thoteials -ro, applied� jal I n ihishd a objo,skillbd w6tkmen and) til, 4��P� be scribingi, It r x*!905, 2. o6F slmx"S, edeiVe -the finishlnq shall be started 4p '­tiltt4o h4illl, and iasteA4,e! sihall he doun,, T ar.aunk, Id f r I Uu thaii s r ac'es tio Olin e done Vith-) nikil driv tdd or finished, ate in an Vr4 nOf 'Surfcz mata):ialf id'ArefullY aliv,ed) day "first coat Odr stapleb be Alt owe L d, nU" �Urfacqs td be paliatt d be -cl4An kho. free rom, airtt gulst,, And, anyTo thdr Ch 624130,7 mheaIli it ig iu d all '906m TbUe 4t t be ih proptt. 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