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HomeMy WebLinkAbout042-070-057w. `44 djo PLA�4 Nl w r . � „ e iLf �..� Cd 0C. .., r N rt--' s NT PRO f F,Ilf� J C =}—i► setback of 5 ft. 'fr0rr% tho F04 a tfttb ' iJ .�/'�� ba•�+r M/^' 'v:'n, Y�1 ���R� �r 1�'�fi �� � Y.,,t��� 1 d qq Yy µ f tota 2 Overhang. ,I1. -- - -�y --I -1w - v , I 1 M Wto �If w, a M _ ,� . -, �We:� , �.� , ... � .r+,vze,;w: 'N�..w �.: - w- <-..ar•�Y�.m, me . � ... __... _ ��... �''!S ;, ...... _ .f.) a t t^ o. U �H � ,I1. -- - -�y --I -1w - v , I 1 M Wto �If w, a M _ ,� . -, �We:� , �.� , ... � .r+,vze,;w: 'N�..w �.: - w- <-..ar•�Y�.m, me . � ... __... _ ��... �''!S ;, ...... _ .f.) a t t^ k. � yr A ,a Asa ,I1. -- - -�y --I -1w - v , I 1 M Wto �If w, a M _ ,� . -, �We:� , �.� , ... � .r+,vze,;w: 'N�..w �.: - w- <-..ar•�Y�.m, me . � ... __... _ ��... �''!S ;, ...... _ .f.) a U r l� i I ».-..Ol t^ � A U r l� i I ».-..Ol 3 X 9 R-10054 Y- 3-50- 9.OD. 2X4 F. L. .#2 17-6-0 "1 5-E 5X8 16-0-0 -0 10-0-0 ._.. I 33-0-0 OVER 2 'SUPPORTS RLRTE-TYPE ALPINE SEQN--111350 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR ALPINE ENGINEERED PRODUCTS, INC- TRUSSES REDUIRE EXTREME CARE � MCI, '� C= o **IMPORTRNT=* SHA- NOT BE RESPONSIip FOR MY 4iRRNING IN HANDLItT, ERECTION fLiD ��� J t� O » OEYII?TION FRDM THESE SPECIFICRTIONS OR ANY OEYIATIDN FROM BRACING SEE BWT-76•,DIRMING WOOD TRUSS=S: O O O 0 THIS -DESIGN _OR ANY FAILURE TO BUILD THE TRJSS IN COAFORMUE COHMENTARY AND RECOMMENDATIONS-4TPI7_ SEE 11 .O C= [�: - t= WITH THE -OURLITY .CDNTRDL rF#O)RL- BY TPI: ALPINE: CONNECTORS TI115 DESIGN FOR ADOITIONAI.. SPECIAL PERfL9 U� •A -�,C p p ,,�...:� ARE Mr'�NUFRCTUiED FROM 2D GAUGE GF�LYRNIZED STEEL UNLESS NENT SPACING REQUIREMENTS. UNLESS OTHERWISE ME j jj OTHERWISE SHOWN, MEETING REOUIREMENIS OF (;STM A446 GRADE R. SHOWN, TDP CHORD SFtiLt BE'LRTERRtY BRACED O LPIN 0 RPPLT CONNECTORS TO BOTH FACES RT EACH .HINT RN^ • FIE RS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, SHDYU. $ERRIN WIDTHS ,ME 4- NMINAL UNLESS OTTER..-"` STOWN_ BOTTOM CHORD WITH RIGID CEILIM ORBRACINGr TRUSS t� DESIGN SRF CONFORM WITH Eil'PLICfL9LE PRWI i(>t!S OF I RS SPECIFIED ON DESIGN. DO NOT USE THIS AF�CT ,NUTS -EZ AND -TPI-79 OR PCT -BO. DE,TCN WITH FIRF.RE7RROANT TREATED IUNIBEFI. i� r -n O '� r� F� • - :TRUSS PCRTE IN'STTTUTE. MDS' - WTIDWR!_ DESIGN SPECIFICATION:'FOR VDOO CONSTRUCTION REV 13.0.7 TC LL 16.0 PSF I TC DL - 10.0 PSF ;$C DL + 5.`O PSF t TOT. LD. 31. D PSF' I OUR. FRC sAACTNG 24.0- -�zsx --566 _EN. .33-D-0 - 'H,: 6/4/22 SPS JOB- 11062 TOP CHORD PURL'IN CHECX t ..- T,,ttCHOR3 2X4 FIR -LARCH #1 TC X -LAC L -R: .8..29 4."9e 8.8:2 12.66 16.51 17.35 23 BOT "MORD i2X-4 -^i►IR-tARCH2 " 27.73 32.7( BC X -'LOC L -R: 9,.29 4.98 8.82 13.d:i 17,'.54 23.s�b 32.71 WEBS 2X-4 FIR -LARCH STANDARD, EXCEPT AS SHOWN TOP CHORD SHALL BE LATERALLY BRACED WITH (PROPERLY CONNECTED :>,/I -2X4 FIR -LARCH 2 - PURLINS :SPA"CED AT A MAXIMUM OF `16' Q. C; CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH IT IS THE RESPONSIBILITY OF THE'. SUILDING IDESIGNER AND TRUSS REQUIREMENTS OF I_C.B.O. RESEARCH REPORT X2949.. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO Ct1TTING LUMBER TO ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM PLANS/SPECIFI.CATIONS AND :FABRICATOR'S TOP TO BOTTOM EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION_ TO THE ARCHITECTURAL SEE DRAWING '138 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS." TRUSS LAYOUT. + Bottom chord checked for 10 PSF live loada" _ p 1.5X3 BSE OU NW 7X6 BUDDING DEPA,RTIME T 3X'55 6X7 W/SPL APF"ROVE"' - 3X9 5X3 N0/Si?L 3X5 5X4 5X4 r—� \ 6.DD 3 X 9 R-10054 Y- 3-50- 9.OD. 2X4 F. L. .#2 17-6-0 "1 5-E 5X8 16-0-0 -0 10-0-0 ._.. I 33-0-0 OVER 2 'SUPPORTS RLRTE-TYPE ALPINE SEQN--111350 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR ALPINE ENGINEERED PRODUCTS, INC- TRUSSES REDUIRE EXTREME CARE � MCI, '� C= o **IMPORTRNT=* SHA- NOT BE RESPONSIip FOR MY 4iRRNING IN HANDLItT, ERECTION fLiD ��� J t� O » OEYII?TION FRDM THESE SPECIFICRTIONS OR ANY OEYIATIDN FROM BRACING SEE BWT-76•,DIRMING WOOD TRUSS=S: O O O 0 THIS -DESIGN _OR ANY FAILURE TO BUILD THE TRJSS IN COAFORMUE COHMENTARY AND RECOMMENDATIONS-4TPI7_ SEE 11 .O C= [�: - t= WITH THE -OURLITY .CDNTRDL rF#O)RL- BY TPI: ALPINE: CONNECTORS TI115 DESIGN FOR ADOITIONAI.. SPECIAL PERfL9 U� •A -�,C p p ,,�...:� ARE Mr'�NUFRCTUiED FROM 2D GAUGE GF�LYRNIZED STEEL UNLESS NENT SPACING REQUIREMENTS. UNLESS OTHERWISE ME j jj OTHERWISE SHOWN, MEETING REOUIREMENIS OF (;STM A446 GRADE R. SHOWN, TDP CHORD SFtiLt BE'LRTERRtY BRACED O LPIN 0 RPPLT CONNECTORS TO BOTH FACES RT EACH .HINT RN^ • FIE RS WITH PROPERLY ATTACHED PLYWOOD SHEATHING, SHDYU. $ERRIN WIDTHS ,ME 4- NMINAL UNLESS OTTER..-"` STOWN_ BOTTOM CHORD WITH RIGID CEILIM ORBRACINGr TRUSS t� DESIGN SRF CONFORM WITH Eil'PLICfL9LE PRWI i(>t!S OF I RS SPECIFIED ON DESIGN. DO NOT USE THIS AF�CT ,NUTS -EZ AND -TPI-79 OR PCT -BO. DE,TCN WITH FIRF.RE7RROANT TREATED IUNIBEFI. i� r -n O '� r� F� • - :TRUSS PCRTE IN'STTTUTE. MDS' - WTIDWR!_ DESIGN SPECIFICATION:'FOR VDOO CONSTRUCTION REV 13.0.7 TC LL 16.0 PSF I TC DL - 10.0 PSF ;$C DL + 5.`O PSF t TOT. LD. 31. D PSF' I OUR. FRC sAACTNG 24.0- -�zsx --566 _EN. .33-D-0 - 'H,: 6/4/22 SPS Ski 3,{323•,79$ J0B.t, ilk6 TOP CHORD PURLIN CHECK ( This design- Chas been prepared from com uter in ut submitted b truss fabricator. TOR CHORD 2X4 FIR -LARCH #i TC X -LOC L -R: 9-<23 8.52 I6.5E 24.48 32.71 BOT CHORD 2X4 FIR -LARCH *2 WEBS 2X4 FI'R,-LARCH STANDARD BC X -LOC L -R 8_23 8.52 16.SZ 24.48 32.71 CONNECTOR PLATES MUST BE INSTALLED IN /ACCORDANCE WITH * 1X4 *3 HEM -FIR OR BETTER CONTI NUMS '-LATERAL ;BRACING TO REQUIREMENTS OF I.iC.B.O.'RESEARCH REPORT X2949. BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING - MATERIAL TO BE.SUPPLIED AND ATTACHED AT BOTH ENDS TO A ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT -AND SUITABLE SUPPORT BY ERECTION CONTRACTOR. TOPTO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. _EE DRAWING 13Z FAR "PLATE LOCATIONS ON TYPICAL JOIN'S"S." TOP CHORD SHALL BE LATERALLY BRACED `WITH 'PROPERLY CONNECTED - P:URLINS SPACED AT ,A MAXIMUM' OF lb" O'.C,. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRkWING -PRIOR TO CUTTLNG LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'SAmex- TRUSS LAYOUT. + Bottom chord checked for 10 PSE live load. 5Xu BUT E COUNTY - r 12 12 , BUILDING DEPARTMENT 6.00' 6.0D ;VE SX4 5X4 2X6 2X6 5X5 3X7 SX5 � R-1135# V- 3 SG R-1135# V-- 3.SD 'E-6-0 16 -G -Q 33-0-0 OVER 2 SUPPORTS PLATE TYPE--RLPINE SEON- �11 "?B0 FURNISH .9 'COPY OF THIS DESIGN TO ERECTION CONTRRCTOR LF REV 23.0:7 —� DESIGN CRIT i REF R427--2386 TMpnp FiPiNt Ek6tNE="F�!} 'R17611C75, INC.II.°z:pr�k�T �+ TiiSF5E5 REWIRE EXTRcts-c G�aic + �- rif ^, �3 = O' ** 11 it Vii . ft 'TNF g�L'NOT CE RESPONSMAE FOR At77 WRRN ING I!I wxou , ERECTION M � ���w 4 �\ 1 �+ + Q O OEYIFTION FSQNi 7N£_ "IFICRTICtS O$ TENT OE NiTION FROM BRACINdG.SEE 'UI -76-, OIRACING WOOD TRUSSES: � ��`,1�*1 T4 � TC LL 10 . D P9 DATE 0710B/87 ' D - i= O TiiFS=: iGti .OR Ns+T - TO WILD THE 70M IN COWORrIAME MXR'ENTFAY F},TI RECOtSVMTIONS-GTPA. SEE ,i�;' /.,i.` i Gr iW «may m TC DL 14.0' PSF ORVG 3, 023, 798 p p t� O WITH THE _CURLITY fiiNJRL` BY TPI_ RLPINE CONNNEECTORS : THIS DESIGN; FOR F�[T1LVF,L SPECIAL I'EiiCs,- i ,, q Q Com: ARE 't mkWILRED r �. t 6RLYmam STEEL IRtE55 NEJIT BMING REOUIRENENTS- UNJLESS OtIifRWISE' `� ; c1�29Bt SC DL ` . 0 PSF CH -ENG CWC d LPIN �; OTkERWISE St;O+M; 1EETINC,REwIRERNTS OF FsTn �qs CRAZE R. SHOD , TOP C�D'1FLL BELRiERFLLI SRRCED �k� •` ✓3 +�C E `. F?pLT' Cws ECTORS m BOTH FFICES RT EFCH -JOINT PAD LOCPIE AS WITH PROPERLY ATTACHED PLYWOOD S+iATHIt:G. // � r� L TOT.LD. 35- 0 PSF A LEN. �v-0-0 APPLSWONN. &'AWING NFIOTFS fatE 4' iArlihFi L 3 ES5 OTHERWISE aiiWN. DDITOR CHORD WITH RIGID CEILING OR BRACING � �R ! DESIGN STANORDS CDFt%M WITH FPPLICRFS.E PRpVISIMS DF ;AS SPECIFIED IW DESIGN. DO NOT LSE ER, y/ LtYii -»a�$� ' DUR-FRC. 1.25 PITCH fi, DfT2 O •'"' o DESIGN WTTH FIND RETHRDWT TRERTEO LTFffiEFt. ��V� �t`" .�-ea AND aTPI-7B GR .PCT-E�. - --s SPHCIN^u 24. D` TYPE Common- i i� O L7 ._-TP* - TRUSS PLATE INSTITUTE, FOS NPITIMAL DESIGN SPEZIFICRTION FOR WDOU CDNSTRUCIItt+ E JOB,: �Y16 t_,S MAT S „ THIS DESIGN HAS BEEN PREPARED -'FROM COMPUTER INPUT, SUBMi3 ItV by IK'UJ, rA!sKit.6k1LJ'C -ORD2X6 FIR—LARCH SS TC X—LOC L—R 9.29 5.74 11.80 16.26 ''21_71 +� ` BOT CHORD:, 2X4 , FIR—LARCH #1 WEBS' 2X4 FIR -LARCH STANDARD' BC X—LOC L—R:- 8..29 7.4.9 14.51 21.7E CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TRUSS DESIGNED WITH EQUAL PANELS 'BETWEEN INSIDE 'ENDS' REQUiREMENTS OF 1.C.B.O. RESEARCH REPORT *2949. OF SCARF CUTS UNLESS OTHERWISE NOTED. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND IT IS THE RESPONSIBILITY -OF THE. BUILDING DES"IGNER AND TRUSS TOP TO BOTTOM., EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. FABRICATOR. TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO SEE DRAWING 130 FOR: "PLATE LOCATIONS ON TYPICAL JOINTS." VERITY THAT ALL DATA, INCLUDING I)IMtiNSIONS,AND LOADS, CONFORM. TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICA.TOR'S REFER TO DRAWINGS A183 AND A1194R. FOR -OVERHANG DETAILS TRUSS LAYOUT.; (1) REV. 7,/8/87 C.W.C. (top chord bracing ,note) qr +Bottom chord checked. for 14 PSF live: load, - {1) Top chord: shall be laterally braced faith properly connected- purlins spaced -t a maximum of 16" 0"C, #, 5Xq w-7 RTTE COUNT f, 7. 0 BUILDING DEPA 2X3' 2X38L P:P`10% E . 7.0 3==4 3X4 2.5X4 3X4 2.5X R-6649' V- 3.5D- 11-0-0 11-0-0 R-SS4s~ if- 3.SD" 1-5-2 O.H. ,0-0 1-5'2 O.H. ' s 22 -D -o OVER 2 SUPPORTS ERECTION CO`ITRRCTDR LF REV 13.0.7 SCALE - PLRTE TYPE--P,LPINE SEDN--104BOG FURNISH R CDPY OF THIS DESIGN TO ERFL. ALPINE ENGWEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE �� DESIGN CI�{IT REF %'"- �p T p� ftp T �+ , _ -�� O O ZC?> O > O **IMPORTANT** SHALL NOT BE RESPONSIB-E FDR ANY WARNING TN HWi am;, EREmom 'AND r �+ �+ f �+ fp7 .. p p O O DcraATIDN F!t�I T ESE SPECIFICATIONS OR FNY:DEv/ATID.4 FROM ARRC3NG.SEE -UT-7G`,ABRPSINC HS4 TRUSSES: _�� C. LL 16 .17 PSF DENTE 0O! 1 D! O/ THIS DESIGN DR >+Fs-..FFILME TO BUILD T,.4E TRUSS- IN CONFORVANCE tD0M.r.1h5Y RYD RECOMENGRIMS-■TPII_ .SEE -�`> - - s= p o o VITH THE "DUALITY CONTROL MM AL7 By TPI, RLPINE CONNECTORS T.41S DESIGN FOR FZIDIT]OPfL SPECIRL PE%'IA- - u,1 �' � TC DL 10 . Q PSF DRYG CgUSR427 87i57'm o p ARE r^UFADURED FROM 20 GRUGE GRLYRNIZED STEEL LA1 ESS NENT GRACING REIdRFE?fENTS. Le ESS OThERi1 SE '� BC "DL � 5 .0 PSF CR -ENG MS F—S C= p OTHERVISE SWAN, METING REGUIRVIENTS OF ASTM R44G L`RFim A. SHOWN, TOP CHORD 9fLL BC LATERALLY BRACED t � A` C jr.� Lpj(� APPLY CONNECTM TO BOTH FRCES AT EACH .HINT AND LOCATE AS KITH PROPERLY ATTRC4ED PLYL m UR SHEHIRINC, , TOT.LD.-31.0 PSF OAR LEN. 22-0-0 �, Sri_4N. BEARING VIDII� ARE 4- NOMINFIL ICrLES5 OTHERWISE SHDVN. BOTTOM fiIORO YITK DESI4IE3 tiV1L_ DUR.FRC. 11.25 P1TCi"� 7 . n `�2 CI TRl15S DESIGN STRe�TRffi CONFONn WITH APPLICFELE 'PROWISIDw° of RS - SPECIFIC DN DESIGN, fA NOT USE THIS �. c a CO 0 c -� •t.DS-a'[ RN>< •TPI -7a OR PCT -GO. LESILN WITH FIRL IiLitV &iNT TREATLU LUneER. -' ' SPACING 24-:0' - TYPE L.Oh7N"" - .--TPI - MUSS PLRTE INSTITUTE. NOS -- AATTONRL DESIGti'SPECIFICATIDN FOR SITAll L'kbTROCTIW. !7� - r ,�. r ,�.w..�wo,.-ewe � � - - : - IInnng ua M i :, R' 6, ,,.. .Yr + .. , ,'. - .n ! r q:; . ::�ti °,.* . of s wi r€;. Y�y,�. r .1:,>; �,. ; •. ( )) «.:ze... � ..,,–.,•+.;-. ,.: . `. ., ...; . -' ,. .>�.. l ., ._. '.. 'F, ... Me � d. .vt .l i«s p ,. ih +�k Y4i'°!. \` A 3 O1 +JOB`'I2769�� `�� x�$M� •w • THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BY'. TRUSS FABRICATOR TOP CHORD 2X4 FIR-LARCH #i TC X-LOC L-Rs 9.29 7.77 15.f01dr 22.23 29.71 BG X-LOC L-Rs:. 1X.29 19,18 19.82 29.71 BOT CHORD 2X4 FIR-LARCH #1 " w; WEBS•`. 2X4' FIR-:LARCH. STANDARD , _ ICONNECTOR»PLATES MUST BE INSTALLED IN ACCORDANCE WITH TRUSS DESIGNEDWITH EQUAL PANELS BETWEEN INSIDE 'ENDS REQUIREMENTS OF I.C.B.O,. RESEARCH REPORT #29.49. E NOTED. OF SCARF CUTS UNLESS-OTHERWIS ALL PLATES .ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP CHOR2 SHALL BE 'LATERALLY BRACED WITH PROPERLY CONNECTED' yr DIMENSION. PURLINS SPACED AT A MAXIMUM OF 24 O.C. DES ' f�EE DRAWINh 13F' "PLATE LOCATIONSYONITYPICAL JOINTS.- SEE TO BOTTOM. E EPT IT IS,THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS PLATES SHOIJN ARE CONTROLLED BY TRUSS FABRICATOR PLATE FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING, LUMBER TO INVENTORY'. VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFOP.M TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S REFER TO DRAWINGS AlZ3 AND Al2`4R FOR OVERHANG DETAILS,. TRUSS LAYOUT; + * Bottom chord checked for 10 PSF'liue load. qxq 12 (, G. DD r' 1.. SXR.. r 5X4: 12 Q G.00 2.5X4 2.5X4. .., 2.5X4 3Xy 2 rww nor + �i. :. R-912#'W- 3.51" R-912# W- 3.51" 15-0-0 1.15-0-0 _ 24" 0.1 r--30-0.0 A Apt OVER 2, SUPPORTS I° PLATE TYPE--ALPINE SEON--116264 427 PINE F�+FLRNISG[NEERFO H R�CDPTS IY OF THIS DESIGN: REDO ERECTIONNEME ECONTRACTOR - D REV 13,bj SC ETR!� D•zsrir, o +�+�IMPORTRNT f 5l4RIL NOT BE RESPONSIBLE F&; WARNING IN HnN'OIING° ERECTION FIND ;° F� DESIGN CRIT nJPSF REF 7r -- �� DUIRTION FROM THESE SPECIfICRTIDNS OR W DEVIATION FROM BRRCING.SEE BUT-76', MRRCING 9000 TRUSSSES; 4~ �` ke^P�cT IG. . DATE / C7 ;O d L� THIS DESIGN OR RNC FAILURE TO BUILD TW TK SS,'!N CONFORMANCE COfM%NMRT H?!ID RECOIYENCRTIONS-401) SEE TD LL t, d yln+ THE-amiTy mNrRiL rpURL- By.rnl- MOM OkS THIS DESIGN, FOR 'IODITIONRL SPECIAL t'm. �" N� cCz2�a2, � TC OL q10 . ORYG MM427 87203016 P I+ I unEo=:anon zo cls cNxlwlz : sr T:eaRDINc a�oulREl ne. uNL>ss orNErwtsE +�K ,Ii ' �C DLr *'r'•S.CR-ENG.l v'AE"S OF FIST11 RV48 CRAVE R. SFHatM, ,TOPCHDRO 5HiLL 9E.UITQ1NlrTOT' LQ!". 0/R' LEt�fOOTNFPCE3 RT'Et]I ,JUINT:f110 LOCRIt: IlS YI�H'. PROPERirRTTRI:FIE�.'PLTI1000,511ERTMINCi , 4.,. � ,.,,':, 51iDYN.',IIERRIA'G:Art I B RAE,q� NBNIIiL d'1rEFYISI`.SiQYN. fOTTT/9 CF�fGfYllll AICIO'CEILIHG 01l. ORRCtIi. $T Oj: ...,,_ ',, G7'' DFSIg1 vTiTNUDAl10S' ` GObFORR WITH' fiPFI:ICf� E_ 'PftOVIS1QNS OF 1'B SPECc IFIM ON OFSIfSI., BD IAT is mis y • .CAS- i� y 6.0/112" SIGNliPI78'OR'PCT•PJ. ; ° ° . OE5IGN YITH FIRE REIRRDFiNT'TIIERTET) LU118FR.--�w��;•, D�'^��i�, =F �' i+'�PITH=+d1 v � 0+/�� �Y # TPT - TRUSS.PLATE INSTITUTE, NDS MITIDNAL DESIGN SPECIFICATION FOR UDDO CONSTRUCTION' SPACING X4.0 ¢"` TYPE OO�N�'- I � r ' v X n S DESIGN HAS BEEN PREPARED FROM ED BY ... lfalUU� 5i�i : r M COMPUTER INPUT, SUBMITTED TRUSS FABRICATOR JOB,: , 32 g� r�ATr THIS .­ -a - TOP CVRD 2X4. FIR -LARCH #1 Tl,' X -LOC L -R; B'.29. 6.59 12.80 17.42 23.71 BOT ORD 2X8 FIR -LARCH #1L -Rs o.29 6.58 12.89 17.42 23.71 WEBS -2X4 FIR LARCH STANDARD- EXCEPT AS SHOWN Sr. )t --LOC y� W1 -2X4 FIR -LARCH ^' O.MpLC TE pEOUT Rc D f CONNECTOR PLATES MUST BE INSTALLED I'N ACCORDANCE WITH. FASTEN TOGETHER WITH s 16D NAILS REQUIREMENTS OF I.C.B.O'. RESEARCH REPORT #12949. TOP CN _,,- __.�� �.. .. 166' O,C: Wt, dS --.. __ . , »_.._..;.._ _ 4" O.'C'i STAGGERED' ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND BOT iCH TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OF? DIMENSION. NOTE.: t1.I 1/2" I?IA, THRUy80LI MAY BE SUBSTITUTED SEE DRAWING 13D FOR "PLATE LOCATIONS ON TYPICAL JOINTS," FOR (2)-16D NAILS. IN BOTTOM,CHORD ONLY: TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS THIS GIRDER HAS BEEN DESIGNED TO SUPPORT, ` F SCARF CUTS UNLESS OTHERWISE NOTED, PROM OPPOSONE ITE SIDE --32:' 0„ Or, SPAN FRAMIN.G TO THE " of SPAN FRAMING TO THE TC/BCHSPLIT' Top chord shall be laterally braced withproperly connected GIVING A TC LOAD OF 5Z: PLF AND A BC LOAD OF 439 PL purlins spaced at a maximumof 24" O.C.,, unless PIT400d IT ;IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS shea,ting is attacl'ted directly to top' chord. FABRICATOR TO REVIEW THIS DRAWING PR:OR TO CUTTING LUMBER TO VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFORM, TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FAORICA7OR'S All nails specified are common wire nails.; TRUSS LAYOUT. Bottom chard checked. for 10 PSF 1..;.va Load, X7 3X7 - .. h.Qo 2-3X5 3X5 - .�.+•r�•+•-+�..,. .c4. -.L., +,-.r....�.....-amu. �..«....-.»-.. ,r..r4 k ' y WW 2X6 2X8 v i �� �... R-5754rt Y ',. , • Pig "�\i , t1-,: rr s a 12-G-0 1.2-0-d... OVLq 2 SUPPORTS PLATE-TYPE—ALPINE 5EON--123009 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR LF Ff,PINE LNGINEEKO PAWUCTS. W' TRU540 K1111RELATK]TH w �: DESIGN CRIT REF 4 % % I�'�I �R I f7NT 5f1FiLL NOT BE HE,I'GNSV Ar1gN hAgn gIRRN NGGrNYG' ImCfAHI I� F r1i �Y' A ! ,, � C LL 10.0 PrJF �FiY� 0R/04/Q7 CATRUSS uEV1i°rICN rACM 1AESE SPCCIFICAIIDN$ AA FtY OE 1 rnt5,ESTGN Gft AN7 FAILURE i0 BUILD INE iAu55 1N ICNFnHt71NCC tGnt1FNtFHINb aEG�NAA(NH�IL5PfCENi�r, s� TO OL 10,0 P5F ORVG' CPI1SR427 BY216005 = j11H 1W TtUALM WWROL:IPNUAL BY TPI, ALPINE CGNNEGTGHa Ilili CE51C+t tOR G µ NIS. uIa,E95 a3E N `",, Bi OL .c 5 , O PSF CA -ENG RP " AHE fYhUft#ChKiEG FAnt7 2p GaUGE CI+LVANIXEG SiFCL 11H.Ess NCNi BAFA I1M AEDU1REtCST1URu15Ti ShUid% AEEIIN6 9CWIREME,N15 01' It;rn KHP, Cytllk lI1,IIdYN1 ttu'r,Imas Wq1 Ut iATCHtLLCi1 Fi' i CGbNECrMi" to 0n111 FAtCs AI k10 J110 1,010 M41C vv,; Y[I11 Pmv.ge;1 AttIN,',llkd 11YU1100 nl1,TOT,LD: O1.O PSF' 0/A LEN. 24-0-0S1448. 1ILMIM. vIGIHs ARE 4: NUMINC UNLELS O1NLRWI9c'MCV11. b 11WLF+UtiU Ytiil RIb1U LLlllht. U11N6 %VIS: Y OUR. FRC. 1.25 PITCH' � 0✓ �G`�`" GL51% sTANGfn"Z CrAFnl�n YIIH FOP'LICRI)LC PROYISIONS O i;sCPFCtr'WONDES1ci1. vn Nor H rr+Nui Qn 191 IPLff, t�31iv uI.N wtar iwnwululr 1AEaIi; .__.-�•'SPACING SFE ABOVE TYPE COMN - G'1'.It,y,x p �rtftS: PtAIII INSTITUTE, NDS '4 411IONYiI; r1 S16N "1PF'CIrlrgitf7N rA ir.14 r,1iNSTa1A,�./� f, JOB: 12837 MAT THIS DESIGN HAS BEEN PREPARED FROM 'COMPUTER INPUT, SUBMITTED BY TRUSS FABRTCATOR ` TOP CHORD NXd FIR -LARCH SS TC X -LOC L -R: 9.20 5.55 10.28 15.;5':2' 18,.15 23.33 29S''1 601 CHORO 1 2X4 FIR -LARCH STANDARD, 2X4 FIR -LARCH #1 DARD. 'EXCEPT AS' SHOWN BC X -LOC L -R E',29 6.65 12.47 18.33 23.35 29.71 :W:12X4 FIR-LARCH1 + Bottom chord checked for 10 PSF live Load,. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REOUIREMENTS OF I1T IS THE RESPONSIBILITY OF THE 3UI'.C.B.O. RESEARCH REPORT ,2949. LDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR To CUTTING 'LUMBER TO ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHTAND VERIFY THAT ALL DATA, IN:'LUDING DIMENSIONS AND LOADS, CONFORM TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. TO THE ARCHITECTURAL PL0)14S/SPECIFICATIONS AND FABRICATOR'r. SEE DRAWING 1313 FOR "PLATE :LOCATIONS ON TYPICAL JOINTS." TRUSS LAYOUT, Note: 2X4 #3 Tem -fir or better continuous lateral bottom REFER TO DRAWINGS A193 AND A194R FOR OVERHANG DETAILS. chard bracing C72" ma.. O.C. required, Attach with 2-16d Note: This design has been checked for residential wind nails. Bracing is tlot required if a rigid ceiling is load of 15 PSF per UBC Appendix Chapter, 12. attached directly to bottom chord. Bracing material to ; bye, supplied and attached at both ends to a suitable support * 2X9 Temperard�brraace- Attach d with lshipplates aon one ecface 'only to avoid b erection contractor. Brace may 6X10 11e rem3ved after truss erection. Tap chord shall be laterally braced with properly 4 ]., 5X3_ `'� � 7 10X14 connected purlins spaced at a maximum of 16" O.C., � .� unless 'plywood sheathing is attached directly to. top chord,, _, 17^'1 12 �.---h DB ` 2X4 3.+ 712 3X4 =w - OXtf 5X5 R � 211 I's"3-B'J'S-0-030-0-0 GV"R 2 SUPPORTS --123141 FURNISH R CDPY OFTHIS DESIGN TO ERECTION CONTRACTOR „GYia• r •PLATE TYPE -ALPINE 5EON - 1tPINE Er+GINEERiG PRIG CIS, IN., TNU:SES RED7IRE CXTREME CARE �;gT+GES;J DESIGN CRIT REF cs c7 **IMPORTANT** 9,ALL NG` BE RtvnNsiuc i•OR Fea WARNING IN HRNOLK, ERECTION ANo P, » C n r= r K' O`I FkDh TNESL SPECIE ICOIDM OR ho OEVIFiTION PROM BRACING,SEE `BUT -7G' WRRCK VOOO TRUSSES: ' �' J, e_ TC LL is , 0 PSF DATE Qrj/87 y t THIS CE'SICN OR ANY FRILUHE TO BUILD THE TRUSS IN CONFORMNC5 COMMENTARY FNO AECOMMENORTIONS-+tett SEE c !r TC qL 1� . Q P9F DR►1G CRUSt42' ;'?10"DI7 C=T C� C I �TTH THc 'DUALITY CONTROL MPNURL' by TPI, ALPINE CONNECTORS THIS OESIGN FOR AOOITIONIL SPECIPL P£RMA+ O C= ARC TI NUFRCTLAEO FROM 20 GPM GALVRNIZEO STEEL UNLESS NEW ORACIN, RENIIP.EMENIS, UNLESS OTNEITYISE ','11241 , Q I ty p �l t OTHERYI5C SHG►fi�, MEETING REUIIAEMENt6 OF q,T11 R449 tRRCE SNOJNr TOP CFIORO 5HRLL 0£ LATERf;LLT 8RRCEO 47 BC DL '}" 1 . O P9F CR "ENG 1`15 �7� �; t r Lf dl� RPPLT CONNECTCIR5 TO 101H FACES AT EACH JOINT RNU LOCATE AS VIIit PROODLY RTMHEO PLYWOOO.FNEg1NING, � r *�J TOT. LD. 3B. 0 PSF' O/R LEN. 30-0-0 1,� SHUN. OLRRING U101HI ARE 4' NOMIWIL UNLE a OTOMWISL .",10911. L'OT.[/1 CIIOttO VITH RIOIO CEILING DiI OAACINL . +� - TRUSS 0051GN STR"#106 CDOTAM 91TH WKIMLE -PROVISIONS Iii a5 'SPECIFIC ON OESIGN. D0 NOT (i5E 1N15' " ��bPtr J4'It `O t a ",, OUR. FAC. 1.25 Pitch: Varies �NOi FJii +1P1 INCTI. 005.6N V111# FIRE RETRRURNT'TRERTEO IUMOER.' F CAiI r 'TPI TRIr. PIRtF TN. ni:(It, Nn. • MTT1� II[` m �.PlclrlrRTlbN FnR 11CAn coHSIRUr11t", /X,f SPACING 24.0 TYPE SPEC ' - . tiev lz� 'el .00 is V/ 101, M UlArw r�;N4, PAI LA 1�- L r �,Ac- I Av P� �Lj, v14 1A Av -4 17 V �41-sq.. J It" J. 151 r 'o � *� � , A,, 4 ntiC br;%iilfly. I* _f f` I li -, � �, 1, 4 � - -1 1 , ' 0 14 4�­ 1� It. S, "N IV 4 4, t i� xr, 4 A, Pit. D 0 41 k amptimcs WITH IV OUNIt 0l'.!DTW= iluTTO C haf claw ullau.d s4hoat, ajAt%Azt cunifies t ECKED i4o, ao, ot FeTm"! 1, V I' !, , I ' b I I I /V t� 4' ".-- -_ - , , ­­ ­ , _ r - -, . � . , - , -' " ­ . , ­­ ­­ — 4� . I DATE Ni L�4 : - -i , �'l �4- � _ " , , � k, �, ­ 11 : 1�1 , � ? IT SCALE T Or �lr-,"Ath tho JOB NO. W ba 17, $HE18T �V BUTMCOUNTY 1) -7 7 WONG i DEPARTMENT A P P R V' E` ......... -gra. •... a.r '4.¢,tY",,.;- '.i. -'4a t• T->.i�z,4 S.."R%-''F-:.i-#•a'-'v"'- ..c:. ,;i _.ZS ,., mrv-�.�Aa�O s• -v{ .-.:-« �i "s .:.:i ..*.TtF-t .'�"F...r �.e.w�."�• ;+�.x� �x'�'�o4. '> —_ �r .:r a-.{ i=kk .1,x.1.. •:v. 4..-:.`.«. -.q... :+. =tom '.Ssao 1s'�, "f[ Y ; f.- a -• „ .. hJpgrrtl56SMAT =- --` ' : `- THIS DESIGN$HAS< BEEN' PREPARED FkOM COMPUTERRINPUT.''SUBMITTED RBY 'TRUSS FABRICATOR +" .> - LOC L -R 0.-29 5..88 11 off `1G.12 21.71 - TOP:' �Hmw-T ZX67 FIR -LARCH ;'`SS TC 7C - SO CHORD 2X6 FIR -=LARCH SS Z R - STANDARD -_:. «- - BC X LOC L -R.: 6.29 5 88 11 SB I b . T 21.71 WE, . 2X4 .:FIR. LARCt1 . -_ ti .v•; _ _ • gid._ "�`L;a§x. +v sf .�..�"`�-,r.:z�� e"" ,..-a�-•;. a.:.. .. e�+"`1 .�'-"�• ... - __'?: � __moi r",c na ts�k,.• ,..*i,n - - fir.. .,. T.•,a_-.,rr+,.rS_ "F_.�. x=«'E�_...,y,..�T'�='.....-R - .3*•s.'�i.. -.'._ - ~- �_ r ._. v WITH ;_. .' BNIS GIRQfR��HAS .BEEN DESIGNED TO •SUP,PORTs 4 A ,CONKSCTOR. PLATES MUST. BE INSTALLED IN ACCORDANCE _ �� - ,� 0« --RESEARCH REPORT *2949:.- E.` r FROM ONE -SIDE--V3-* 5O . Or SPAN FRANING TO THE BOT CHORD REl3UIREMEIiTS OFY •C.B. '" a r W n 6 ;.r- t O -- 2 r7 OF SPAN FRAMING TO THE TC/BG SPLIT . . T...PFOSITE SIdE ALL�eLATES ARE TO BE CENTERED ON T[iE;jOINc. LEFT' RIGHT AND }. G'IVING A TC LOAD OF 52 PLF AND A BC LOAD OF ;`176 PLF Al TOP -TO 'BOTTOM. EXCEPT'WHEN'LOCATED BY CIRCLE OR D-iMENSION. - S E DRAWING 130 FOR. 'PLATE LOCATIONS ON TYPICAL, JOINTS..' TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS ,. OF SCARF CUTS. UNLESS OTHERWISE NOTED. ,L BOTTOM CHORD: SPLICES OCCURRING BETWEEN PANEL POINTS ARE TO: BE LOCATED AT APPROXIMATELY TOP CHORD SHALL. BE LATERALLY BRACED WITH PROPERLY CONNECTED 1�4 OF PANEL LENGTH FROM PANEL POINT (WITHIN d2') AND PURLINS SPACED,AT A MAXIMUM OF 24' O -C. SHOULD NOT OCCUR IN: PANELS NEXT TO A PANEL POINT SPLICE. - - IT IS THE RESPONSIBILITY OF THE. BUILtiING DES-GNER AND TR -USS REFER TO DRAWINGS A103 AND A104R FOR, OVERHANG DETAILS. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO - - - VERIFV THAT ALL DATA., INC.L.UDING! DIMENSIONS AND LOADS. CONFORM g� TO THE ARCHITECTURAL. PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. { 'v L j7yY q h- 3X6 - <' 7.00 i` 3X6 �7.D0- qX6 qX6 _ 0-6-8 i 0-6=8 2X6 6X6 2X6 R-29'Fi# v- 3.SD:" 5X6 R-2g41a W- 3.5,© ¢ � g -. - - - - -' 2.4" Ol.Hri OVER 2 SUPPORTS PtRTc= TfPE REPINE SECN--104804 F'UR ISH -R COPY OF THI DESIGN TO ERECTION CONTRACTOR LI' REV 13.0JPPSAII SLIAF Ak. RLPCMe oGjWZ!£D PRLUXVS, LNC „ TZSMS REWIRE EMMME r DESIGN CRIT REF - - c: ct c Tom' r� c= **IMP0RTANT** s u TDT OE IitS osuL.E FDR IW1 1�i�- RN INb ip wmxiMc, EREcnor RMO - Q 'Q CEYSRTIO[i Fl9r[ itiSE:-SFFLIFMWnD S! W w DEVlf1TILx FM a lw. S.E-wr-7s-, [ uclis vow TMESES: TC LL �6.0 PSF DATE Q6/.10/8% ilii' IFSICi[`:Ofc I*r FRUJ E RI WILD TIE' IN= IM EOIFO dOCE COffiNTTYtY EiD R TI[iC eiPi7 SEE : �� TC DL I0 .0 PSF DRUG G�USR427 87167005 YI13I LIE t iIT C01(Dt L fir^{.` III' ill, WIIE.LO &EUDI5 t2:I5 DESIGN FOR iC0LI2O1A SPECLIC PERM- RiiE IswcRtzlrREE: FRDTt �' cx1iE !Ali1R2ED. STEEL miss MEDT eRmus R wlw-mxm MESS DTlEFARSE yT � � 8G Bi. 5.0 PSF CR ENO '= airtEEl[P SttW. MEET Ei31I.E oms w sm 09"vC'fii�'�,OE I pml TOP GrQRD Suit EE'IATERii l[ itil�ED t' �^ + i ID eoTp tfEEs xrEtocJotwr Iia tOLiilE !iS KI et, PIorET<It aTTAL7fD PLTiI> sEi[T►[Iwc. ; TOT. Li�. 3 . Q' PSF' 0/R LEN 22 -07 -UL .# mom umjs or 4" IWi3L [iiESS LiI1EIfiISE SFaIIM: lDtTilS YtTti RICID tEILSIL �. tlWCOG ` ` aEsra[ sn%a= corm an[ mwISm D.= Ia .s�CIFIM an DESIM, Do lar-1SE TlRs �:, '�' -< « Otlft.FRC. I.25 PITO - - -0/12 � N�}5 82ib.TPL•73 OR'1CT-lD, ":ra ._ •° 4- ` OES19411nH FIRE REMEX*rTEiIfiLI�Zmm °_ v__- SPRCING SEE A VO = TYPE COMN GIRD C=r:-� fJ Q TRUSS PLRTE INSTITUTE, MOS - MRT1010- DESIGN SPUTF[CRTTOR FOR Y000 CONSTRUCTION A >_ - Z 4 _ s. n Kq -F�•T- - ..c- -� i -`t .�• . a� - - _ -r-r. i' - -t T.x. :as-�?�.*.��¢fir i'^ `,•(gl+F r.6i•, �M.V :: ::^T4 ii �K�"� ':> yam. ..�7?� Y f' _ F •. y. 3, Y= -'+s Y -a t' -..alit .t -`a.. .<E x..+�i..2..eJk'Y,_ r �• .?. �" ,ts. �-F,r b,.Y '-��-L,,t'a .' `_._�..:�. _ •?:'r:1 � --�ws.....i`-:rs t _ .;.r• �.a� , r':ie sir. 1% m 1, 0 " 1� connected purlInS 'spaced at a maximum of Io O.C. FaA S f�►Esstr+ w [a' Ndc^9e'2 t Sir (r �Ap. c ' �, ,, , . � [�• ,fir 7.00 2X3 2X3 �2 7-00 3X4 2_5X4 3X4 2.5X4 » R-66gt if— 3.5%— „ II -Q -O 1l -O. -p 1-5-2 y" OVER 2 SUPPORTS PLRTE TYPE` --ALPINE- SEOW-104809 F JRNTSi- R COPY OF THIS DESIGN TO ER EETtON CDt�ITRRCTOR LE Pyr t;.o E-7 Fz?TI� arcc►InRaaxTs, zac_ zussEs atwla EXTREZE CRRE r� DESIGN CRIT REF 7- a tom, a a **IMP0RTFINT* sfu- wT aE Rf sr&E rte° w WARNING IK toots s, simri u F TG LL 16. 0 PSE DATE 06/16/87 �[ pEylpTlpN Fiifl S TiFs SPECIFICRTIEW OR PMC [0_MTTT21 FROK MCFN(=`.SEE �T 7S', t84i'-'1tZ IIOM 5= � f� 'tom �: Q TetIS (ESIbH LR PM[` FriIL]iM 10 EUICD THF TOM 'IH CCi.cGRITiMCE CDniEr47IsTT RAI R IWTIL!&'07P11_ SEE -' i; ^ mPef FOR Pu^DITI WL SPECICL - = TC DL 10.0 PSF DRUG CflW'it'i27 BTiS7 a G Ci': itlfii- Tim ' L ITL tapTri<ot s r� et TPT� Rt?1W_ CWECM4S THIS WE Tsii,F=t�ru� -ten zc cucE sR`YRrt� sT s�vFss err aRRczrc RELuzxTs. titFss a7rrsE t+a 47_ SC DL f S. 0 PSF CfA-ENG MS Fj mac_ - aTiEatilSe'SIam, IEcTIl�ir IaOIti ms GF film A946 (� m, R. Storz; TTL' LHCRR SHPLi � tRTiRPllf -- I v- its: co[tECTaTss 7c sant sus sTI DItIT tm�7E. Rr fl17ttsseei RT1T+Li£II RTR044 StBIYFE111G,*.. TOT LD. 31, 0 PSE O/R LEN. 22 -0 -0 § ] _1 f.=3 C� StC�t[� DiNRI1i 11t07i6 I i=idltIlii t9dE.a D1Wj&1 E Slam an= II ULM RI6I6 t7 iL3�G OR BRf�(iS r =I2K SrR,o� r waw :uni wm=Fmc PRWISIM61 aF Rs. WON= * DMUSM. Dwo W tJ� THIS r otviL fix' D R FRC. 1.'25 PITCH: 7 . D/12 .►a0s 92 aua "TPI TB` Tit t�F: Bt7« Y cEs77a[ KITH puz, RETFAOMT' TR07ED t liyBfR: OF C ,tk . TRtl55 PtRTE THSTITUTE, CDS - ►RTrMR- OESTCNSAECTF[CRTIial AOR 4D0(rC1YSTRUCTTTli SPRCING .0 TYPE CCi1t -' `. r..a ..,. nrr.c nnrnAncn [`nnu rnuovircn TtjDtfr C[tRMITTrn RV TRIMIZ FiRRTC3TCIP S - THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT. SUBMITTED BY TRUSS FABRICATOR .:JOa: 166ff: MAT' " TC X -LOC L -R: 9.29 5.74 11.08 lS.26 21.71, y TQFz'fORG 2X6 FIR -LARCH' SS " Wr 'CHORD 2X4 FIR -LARCH #1 BC X -LOC L -R: g.29 7.45 15.51 21.71 - UEBS, 2X4FFR-LARCHSTANDARD - CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH' TRUSS DESIGNED WITH EQUAL PANELS B IJEfN INSIDE 'ENDS OTHERIIISE NOTED. REQUIREMENTS OF I..CC.B.O. RESEARCH: REPORT #2949. OF SCARF CUTS UNLESS ALL PL�.TES ARE, TO BE CENTERED ON THE JOINT, LEFT cf RIGHT AND IT IS THE RESPONSI4ILITY OF THE 3UPRIORG DESIGNER AND - TRUSS TO GUTTING LUHBER TO TQP TO BQi fOM, EXCEPT` WHEN, LOCATED, BY CIRCLE OR Blhrcii.. To.B FCBRICATOR TO REVIEW THIS DRAWING PRIOR VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM SEE IT 13B FOR "PLATE LOCATIONS ON TYPICAL JOINTS..- - TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S REFER TO'DRAWI`NGS A183 AND A104K FOR OVERHANG DETAILS. TRUSS LAYOUT. j - (1) REQ. 7/8j87 C.W.G. '(top chord bracing note) SFS, + ottom: chord checked for" 1€ - PSF- live Load. (1) Top chord Shall be laterally braced with properly: - connected purlInS 'spaced at a maximum of Io O.C. FaA S f�►Esstr+ w [a' Ndc^9e'2 t Sir (r �Ap. c ' �, ,, , . � [�• ,fir 7.00 2X3 2X3 �2 7-00 3X4 2_5X4 3X4 2.5X4 » R-66gt if— 3.5%— „ II -Q -O 1l -O. -p 1-5-2 y" OVER 2 SUPPORTS PLRTE TYPE` --ALPINE- SEOW-104809 F JRNTSi- R COPY OF THIS DESIGN TO ER EETtON CDt�ITRRCTOR LE Pyr t;.o E-7 Fz?TI� arcc►InRaaxTs, zac_ zussEs atwla EXTREZE CRRE r� DESIGN CRIT REF 7- a tom, a a **IMP0RTFINT* sfu- wT aE Rf sr&E rte° w WARNING IK toots s, simri u F TG LL 16. 0 PSE DATE 06/16/87 �[ pEylpTlpN Fiifl S TiFs SPECIFICRTIEW OR PMC [0_MTTT21 FROK MCFN(=`.SEE �T 7S', t84i'-'1tZ IIOM 5= � f� 'tom �: Q TetIS (ESIbH LR PM[` FriIL]iM 10 EUICD THF TOM 'IH CCi.cGRITiMCE CDniEr47IsTT RAI R IWTIL!&'07P11_ SEE -' i; ^ mPef FOR Pu^DITI WL SPECICL - = TC DL 10.0 PSF DRUG CflW'it'i27 BTiS7 a G Ci': itlfii- Tim ' L ITL tapTri<ot s r� et TPT� Rt?1W_ CWECM4S THIS WE Tsii,F=t�ru� -ten zc cucE sR`YRrt� sT s�vFss err aRRczrc RELuzxTs. titFss a7rrsE t+a 47_ SC DL f S. 0 PSF CfA-ENG MS Fj mac_ - aTiEatilSe'SIam, IEcTIl�ir IaOIti ms GF film A946 (� m, R. Storz; TTL' LHCRR SHPLi � tRTiRPllf -- I v- its: co[tECTaTss 7c sant sus sTI DItIT tm�7E. Rr fl17ttsseei RT1T+Li£II RTR044 StBIYFE111G,*.. TOT LD. 31, 0 PSE O/R LEN. 22 -0 -0 § ] _1 f.=3 C� StC�t[� DiNRI1i 11t07i6 I i=idltIlii t9dE.a D1Wj&1 E Slam an= II ULM RI6I6 t7 iL3�G OR BRf�(iS r =I2K SrR,o� r waw :uni wm=Fmc PRWISIM61 aF Rs. WON= * DMUSM. Dwo W tJ� THIS r otviL fix' D R FRC. 1.'25 PITCH: 7 . D/12 .►a0s 92 aua "TPI TB` Tit t�F: Bt7« Y cEs77a[ KITH puz, RETFAOMT' TR07ED t liyBfR: OF C ,tk . TRtl55 PtRTE THSTITUTE, CDS - ►RTrMR- OESTCNSAECTF[CRTIial AOR 4D0(rC1YSTRUCTTTli SPRCING .0 TYPE CCi1t -' `. r..a ..,. nrr.c nnrnAncn [`nnu rnuovircn TtjDtfr C[tRMITTrn RV TRIMIZ FiRRTC3TCIP +Bottom chord checked for 10 PSF live load. (1) Top chord shall be laterally braced with properly Note; Special handling care should be taken during shipping connected purlins spaced at a maximum of 161' O.C. and eectior_.of trusses. See 'warning" note below. .r, 7X6 �j� 2 :IX' 7X 7X6 2.5X# 17 .--� fr 1\ //XI 3X4 L1 -I3 -G 24-0-0 m.. -- - --_ . _�_�----�.�_ _ --- -_ _'Ski,_ - �_.. _--- THIS DESIGN HAS — BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOR J09: 1:1654 MATT GVER S RTS TO ORYG GAUSR427 871675?34 TG X -COC L -R:: 9-.29 8_39 16.?9 24.92 31.82 39.6j. -47--Al D/Fl LEN. 48-0-0 „TO?. E,HOR3 -tX6 FIR -LARCH Ss PITCH 5.0112 2 7 i - g DEfIRTjON FROM THESE SPEC"ICRTIO G 'M WT BEIIIA113H r -RD'+ SFCING SEE -_P -7V, (951 ?M: ioM IRUESES- aOT CHORD 2X4 FIR -LARCH *I BC X -LOC L -R: 9.29 8.39 12.81 29.27 27.73 35..19 39.51 o- p.MH T2E rup_rTr rDwRoL rmm' BT TPI. FLPllE at -!MTM TUTS DESIGN -rW FCQfiID?fL SPEEML Pe41S- BRFCTiw RMA)IRFrMS, LICESS DTHE"15iOTHERASC WEBS 2X`4 FIR -LARCH STANDARD 47.71 WnTCDNWEZT its 10&libFT,4ESATEIC.PUNT Hn0 LOCAIr RS V1ti pwxTtT FITACHED 1'L7LKID St£111H1FX:, kc CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH' * 1X4 #3 HEM -FIR OR CONTINUOUS'LALERAL BRACING TO - ape SIAM ARDS ..�f[I�it! uIT1i f SCii f PRT1VIs10tcS tk FS SPECIFIED Ylr: DESTCrt, -GU r."JT USE ThIS REQUIREMENTS; OF I."C.B.O. RESEARCH' REPORT 02949,. - :BETTER BE EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING ALL PLATES ARE TO BE CENTERED ON. THE JQINT, LEFT TO RIGHT AND MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUPPORT BY ERECTION CONTRACTOR. TOPTO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SUITABLE SEE' DRAWING 139 FOR "'PLATE LOCATIONS ON TYPICAL JOINTS." TRUSS 'DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS ; SHIM ALL SUPPORTS TO SOLID BEARING. OF SCARF CUTS UNLESS OTHERWISE NOTED.. ITIS THE RESPONSIBILITY OF THE BUILDING DESIGNER Ar'` LUSS BEARING LOCATIONS' MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING L1�•ttR TO TO INSURE PROPERAEREC ION_ VERIFY THAT ALL DATA, .INCLUDING DIMENSIONS AND LOADS, A_ONF'ORM AND FABRICATOR'S REFER TO DRAWINGS A.193 AND A104R FOR OVERHANG DETAILS'. TOTHEARCHITECTURAL PLANS/SPECIFICATIONS - TRUSS LAYOUT. (1' REV 7/8/87 C W.C. (top chord bracing note)U5 +Bottom chord checked for 10 PSF live load. (1) Top chord shall be laterally braced with properly Note; Special handling care should be taken during shipping connected purlins spaced at a maximum of 161' O.C. and eectior_.of trusses. See 'warning" note below. .r, 7X6 �j� 2 :IX' 7X 7X6 2.5X# 17 .--� fr 1\ //XI 3X4 L1 -I3 -G 24-0-0 moo_ _8 8 MI. a t - 5X81 JX4 � [WING DEPART u!==1327f ii- :3.5D' -- R-3:.1# Y- 3.JD". ,,. v lo TRACTOR LF REY 13-D.7 SMILE 7 y,1 4 .4., ;'- t} C V ;= t ".FPC. -} - 24" O.H. -0 c LL 16.0 PSF G :DL 7.O PSF C DL + S . 0 PSF T.LD 2$.DPSF IDOR GVER S RTS TO ORYG GAUSR427 871675?34 'ERE T S DESIGN TO 'ERECTION PLATE IYPE--PLPINE SEQN--!04802 RRI NISH R COPY OF THIS DE N D/Fl LEN. 48-0-0 H FIK 1NMNEURED PRODUCTS, IIL. TR1_>SES RELUIRE EXTRM MRFt **I'MPORTANT** nw- tmi CE REaf'M1BLE FDR Ii4'T CORNING Ik itiinDLllf,, EREC71ON AND PITCH 5.0112 2 7 i - g DEfIRTjON FROM THESE SPEC"ICRTIO G 'M WT BEIIIA113H r -RD'+ SFCING SEE -_P -7V, (951 ?M: ioM IRUESES- O 3 TOIC DESIGN OR RMT FAILURE TO BUILD T..< Ikf4 IN CCHr0RRvCE CIXL"t?JTRRI PFTI kcLLt7C¢il iRTlikS-+TPIt' SEE o- p.MH T2E rup_rTr rDwRoL rmm' BT TPI. FLPllE at -!MTM TUTS DESIGN -rW FCQfiID?fL SPEEML Pe41S- BRFCTiw RMA)IRFrMS, LICESS DTHE"15iOTHERASC FRE t1Fi& ICTLRED FWn ai GFUG- Ix"i` V'9&1ZEDSTEEL In-rSS 'WWI SAONM, HEFTING EZDlIRErIWS V MIA fivv'a c111di: A. SF+OYN, DP CKitr'Nit HE LHTERWLi'8RF#D WnTCDNWEZT its 10&libFT,4ESATEIC.PUNT Hn0 LOCAIr RS V1ti pwxTtT FITACHED 1'L7LKID St£111H1FX:, kc S;;"NSEARIta WIDTHS W V' kLe IWL 1D+ -M DT�j&jSE SHS JN. 501" D010 VITO 'RIS11) LEILSNL UR CiMUM.i - ape SIAM ARDS ..�f[I�it! uIT1i f SCii f PRT1VIs10tcS tk FS SPECIFIED Ylr: DESTCrt, -GU r."JT USE ThIS FSLXilrh ozS-22! rC.i +tom,_ -R iv sCT-W. LES.LN:v1 ,HFai 1:I-nm:aN, 7iszrIM LL:3LR. C7 + IFI - TRUSS PtRTE INSTIPITE- 'zzs - •n^Tlb.. _: 5i k'S�ECIf ICRTIDf FLii YTl22t £. CM CTIDN moo_ _8 8 MI. a t - 5X81 JX4 � [WING DEPART u!==1327f ii- :3.5D' -- R-3:.1# Y- 3.JD". ,,. v lo TRACTOR LF REY 13-D.7 SMILE 7 y,1 4 .4., ;'- t} C V ;= t ".FPC. rb" bN c LL 16.0 PSF G :DL 7.O PSF C DL + S . 0 PSF T.LD 2$.DPSF IDOR ' E?RTE D6!`I6187 ORYG GAUSR427 871675?34 M� ENG m D/Fl LEN. 48-0-0 1.25 PITCH 5.0112 TYPE LUrIN t.10/)LUL � L = r .,rr.. nnrnwnrn rnnu rnun-i=Tcts 7NP11-r CIIRMTTT;i RV TRII1M 'FAER7-CATOR JOB: 1;1648 MATT, TOP C iORa :?{6 t IR -LARCH SS TC X -LOC L --R-.0`..29 8..44 15.65 2H.52 24..90 31..88 39_Q BOT CHORD 2:X4 FIR -LARCH SS 47`71 WEBS '2X4 FIR -LARCH STANDARD, EXCEPT AS SHOWN BC X -LOC L -R: 9.2-9 8.44 15.83 .26.'55 27..84 35.19 39_61 _ 47`_,71 :NI -2X4 FIR -LARCH sI 1X4 03 HEM-FI:R OR BETTER CONTINUOUS LATERAL BRACING TO CONNECTOR PLATES 'MUST RE INSTALLED IN ACCORDANCE WITH BE EQUALLY SPACED. ATTACH VITH (2) 8d NAILS_ BRACING REQUIREMENTS OF I,.C..B,.O. RESEARCH REPORT #2949. MATERIAL TO BE SUPPLIED AND :ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. IT IS 'THE RESPONS.iBILITY OF THE BUILDING `DESIGNER AND TRUSS SEE BRAVING 136 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER. TO VERIFY THAT ALL iDATA, INCLUDING DIMENSIONS AND LOADS, CONFORM REFER TO DRAWINGS A123 AND A184R FOR OVERHANG DETAILS. TO THE ARCHITECTURAL PLANS/SFE-CIFICATIONS AND 'FABRICATOR'S TRUSS LAYOUT (1) REV. 7/8/87 C -7-C. (tap, -chord bracing note ) 'c�S -f-Bottom chord checked for 10 PSF live load. (l) Top chord shall be laterally braced with properlg Note: 'Special handing care should be taker. during shipping connected purlins spaced at a maximum e 16' O.C. and erection of trusses. See t warn ng„ note below. - -�'�+n � -iYu�L W_-4 El 7XG i3I� XIII 2.5Xl4 7X5 �/ T' 3X4 -7X6 ' 12 12 f S.03 3Xb 3X12 �L '` -L 1.5X4 12,�_ i -to -b -a — - 3X4 ;�X8I CX4 ► .- -I la# - .� - I X14 5X 1I) � R-1332 u� 3.SD�e� � �� ,��_ -� EI s 2X4 F.1,. SS - 214 -0-0 2q-0-0 a- x. . 15-9-8--5 27 -G -G X361' D 24" 0,.H 48-0-0. - l DYER c SI�PFDRTS , PLATE TYPE- RLPINE SEAN- 1Q479B FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRKTOR LF REV :3.0.7 . FUME EI.INEE%L PREGUCTS, INI,. IRILLSES HEfsl ZXTRE* CNC- DESIGN CRIT REF R927-1326 - 2 o z= *&IMPORTANT#* SHV_I_.1 T EE RESPDN'xLE FOR mi WARNING I+ NArrflLlti;r ERElnml f;l > , ,- , F. % . TC LL 18.'D PSF DATE �JBf 16f 87 C=ATRUSS DEYIRTION FRAM Th£SE SPECIFICRTIMS OH MY rAYIF,TIDN FROM eRR..N�_3EE -O9" "i,' ISHKI,% OLD IHIGSE '`iIF1I5 DESIGN 6R RHC EPICURE TO tiIILO Trf TRUSS IN C tFI3Hnf+M IengNrT�Rx ftrG Rt ttXrzLk6PTtDNS-•FFII. SEEiITH TFE 'D.ALITT CON'TRIL Imo.' � TPI. ALPINE MwEETORS IHIiDiSIGN FOR FUDITIDNILSPECik PEFt11fs L : �G �L P.SF DR�rT ` . U�'RiF�L� %SB7DDZ A. nFIS ARE rWNUFKI RED FROM' 20 WJGE GALYRHIZ£D STEEL Isi.ESS FENT ORMINS REWIFEMENIS L&CESS OTHERWISE :: t $L` DL + 5. O PSF CR -ENG CFS 0Tl4ERdISE SHOYNt MEETING REDJIRENENTS OF Fill fN4E. CRFLL 8. SHOWNr Toa "Rw Steil. BE tNTEARLT BRECEO_Ap?Lt COO.ECTORS TD SON IVES AT EW.H JOTHT I'M LrCRIE 'H5 ll PfCJPIFCT hTTsjCNEU Y.TYDOG.., TOT.LD. 28.O PSF' 0/H LEN- q$' -O-0 8EARINv W>a!HS.FRE 9- NWI*L i#kM OTHEh%ISc SK)ih. HDTIER C9Z V Tf' RIGID CLILIW: OR BRSWUN;C7EiiGh STFw�#IDS CWFCAC 9ITH FPPLIF�LE PRUtISIOr:S OF RS SPECiFIM D+.OE�iCN. D0 h0T USE 1HI5 / ijDj�Fj�C. ul t� �Oj�� 3 1+N.iS'xt W-1 -TPI.-7F ER PV -w- CtSIU: LII f 4T:= : t.R ri' TP ,'-EL LIT78ER-ti + r' �.. — Q L� �� >� T= • -TPT TRtW_ ?LAT_ INSTITUTE. Ngi - Nil i. STrdt SrEiItICATION --M4;7 L:Ih.TAi+'.TI'S: y SPACING 2T. TYPE SPEr ` nor (167) 001. bw J0S:. I16SEZ MATT THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS FABRICATOP_ TOF= CP0KD -2i 6� 11IR LARCH; SS TC X -LOC L -R: 8.29 8.34 15.65 2.H..52 24.09' 31; 8Z 39,,61 BaV'CHARD Z)(4 FIR -LARCH' #1. 47.71 WE3S 2X4- FIR-LARCHSTANDARD, EXCEPT AS SHOWN BC X -LOC L -P— 9.29 8_44 15.83 210 55 27`.84 35.19 39.61 47.71 - F: _T :WI -2X4 Flit -LARCH s * I'X4_ ata' HENIFIR OR: BETTER CONTINUOUS LATERAL BRACING TO: comNECTOR PLATES` MUST BE INSTALL50 IN ACCORDANCE WITH BE EOUALLY SPACED. ATTACH LATH° (2) 8d NAILS. BRACING REQUIREMENTS • OF 'I.-C.B.O-.. RESEARCH REPORT #2949. MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION_ CONTRACTOR.; r ALL PLATES ARE TO BE CENTERED Oh'7HE JOINT: LEFT TO RIGHT AND TOP' TOSOTTOK,, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION- SHIM ALL SUPPORTS TOL SOLID BEARING. SEE DRAWING. 13Z- FOR `PLATE LOCAT`iONS OK TYPICAL JOINTS SEARI'P16 LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABft TCATCR I -T IS THE RESPONSIBILITY OF THE: BUILDING 'DESIGNER AND TRUSS TO INSURE: PROPER ERECTION - FABRICATOR TO REV"IE6I THIS QRAWI:NG PRIOR TO CUTTING LUMBER TO Y" VERIFY THAT ALL DATA, INCLUDTNG:DIMENSIONS AND, LOADS. CONFORM' REFER TO DRAWINGS Al -03 AND AIE'4R FOR OVERHANG DETAILS TO THE ARCHITECTURAL. FLANSISPEC'IFICATIONS AND FABRICATOR'S TRUSS LAYOUT. Q�E'[ +Botto - chord checked for 10' PSF Sive load. _ gate Special handling care should -be taken during shipping and ereCtin of trusses.. See "warning" note below. t ,_T_ 3x - �x 7X 7XP, 4,4 5.00 ✓ - _ - Q3"_0 3X4 3X8 x 12 t ti '�f 3X 3X e _ ) [ 1_5xq 1 2Y4 `4 , R -9T79. Vt 3_5D" 5XIG R-13284 k- 3..5E]` R-1 5F4m A;tek* ( 2X4 F.L. #1 t 12-9-12 24-0-0 214. -o -a � n >,_�, IS -9-B ti -8-$ 27`G -EI 36V 4tOL.)r , �: 24,,. o.x.�--•- OVER 3 SUPPORTS.,r , Tn LF REV £s £; T S[�� PLATE T`lPE--FILPINE SEO{+I---104$00- FURNISH A COPY OF THIS DESIGN TI.I ErecCT...N COI�iRF1CTOR FLPINE ENG£tED PR=XTS, INC. � ES RELUIRE.EXfREM CRW£ =s�; DESIGN CRIT REF q1327 a' ;Q **1mPORTRNT** t NOT TSE RT3PDNSI[fE FGR w+r WARNING 7N W?AXING, ERECTION FVat} � --• Tsi�a. �+ �y --� C= cam_ r� t✓ DEfIRTIGN FR T.yESE SPECIFICATIONS � 'FRY DEVIFirta FWAI �INC.SEE -BUT-7b ,TBRFTtIN6 Wom TRUSSES' �R �:;el TC LL 16.0 PSF GATE 06/16/87 THESi DESIGWCft RNT FRFL 4tE TG BUILDAWE TWSS IN' C.rAFDRrVWX CT> MTRRT F►A7 TiECO1PEN K[DfS-4TFI7 - SEE t .. z TC DL 7.0 PSF ORVG CRUSR427 87W 03 YITTF TtE -mrtLLIC cwRaL tSWoL-BY TPI.. FCPINE CGNNECTDRS THIS DESIGN" FOR rfiomc?'3L SP£.,IAL P£m— C - !� p RRE mimWTIGTIRED FRO7 2O GAUGE GFLYFiNIZEII STEEL UtLESS HENT BmCING REDLIREPIENIS. UNLESS. [)IF,ERWE 1 �, a,47 , L RFPCT CONNECTORS TO &]TM FF+CES RT ET£H, JOINT F 0 LDCRIE R3 StTtt pTtOPEF4,T 5T ')GRED TLT:ODO iiE 9Rft ED 'i 8C DL 5.0 PSF C19 -ENG K"7 Q OTi£Rsi75F S++O�N' MEET 1W F>EWIiiEtf+(TS fi` FTSTri Fi'145 LRF.CE A. SHO':N, TOP CHORD fli-IP'C BE LAIERtiCL cs a" FINING, , TOT- LD. 28.0 PSF 0/A LEN. q8-0-0 StLYN_ iiF[ti"itf+�"iflOTW_ FWF_ 1r NUUNFL TA&M OUEPYISE SSHi A- ODTTTCT:CHDNU HITt RIGID c'EICING GR ITAFiCCNG. _ cTRUSS f576N STT+%c"m COWORS PITH APPCIT;YFLE PROVISIONS DF RS SPECIFIED G DESIGN, C~ NOT USE THIS ` ! OUR.FAC. L .L0 PITCH: 5/3/12 s.L$-6k FoG *TPI -/A Ek PCT -W. LFSUK 0F..R IRL AHARO0i TREfOW--tUtidtic. ' �, . Q C� a •—TPI --� TRUSS PLATE EKTITUTE, NOS - MMON:L DESIGN SPFCIF[CRTION F4 VEMCOF49TRtCTIi1! G f t SPACING 2[i 0` TYPE YPE 6P �6 -- r 0 7XG 2x4 3X6 R-1328# W- 3.50" LI Q _H 7XG 3x4 2q -0-D i 24-0-C 2X1 24-0-0 24-0-0 I _167)001, ,"B 11634 MATT THIS DESIGN HAS BEEN PREPARED FROM COMPUTER. INPUT, SUBMITTED BY TRUSS FABRICATOR ` T.)P CMRD -2X6 FIR -LARCH SS TC X -LOC L -R 2f.29 7.59 13.06 18.53 24.0E 29_47 34-94 OVER -2 SUPPORTS PLATE:TYPE--RLPINE 90T CHORD 2X6 FI'R-LARCH SS 45.41 47.71 WEBS 2X4 FIR-LAPCH STANDARD, EXCEPT AS SHOWN BC X -LOC L -R; 2r. Z9 9.41 16.72r 24.85 31.35 38.59 47.71 O FLP1NE ENGINEERED PRUXXTS, INC. I +INTSPECIFICRTIDNS SHRLL NOT BORRESPONSIBLE my TNUSSES REWIRE EXTREM h7r,-.iBSRICINC ERECTION � :WI -2X4 FIR -LARCH' #1 TRUSS DESIGNED WITH EQUAL PANELS BETWEEN ;INSIDE ENDS D:4IRTIONFOR DEYIR N FROrl FRW SRRCRG SEE 817NING YGODTRU' mss: t= C= C= o OF SCARF CUTS UNLESS OTHERWISE NOTED. COMENTARY FND RECrAMENBMIONS-411`11, 'SEE Q p i= WITH THE -DUALITY CONTROL f1PNURL- BY TPI. ALPINE EDN:4FCTDRS CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITK C� C= p ARE r"UFACTIRED FROn 20 rWGE GRLYRNf.2ED STEEL UN -ESS 'NENT BRRCING RFDUIKMNIS. UNLESS OD[RWIS£ REQUIREMENTS :OF I.C.B.O. RESEARCH REPORT *2949. OTHERWISE SHOWN MEETING RECUIREIENIS OF iiSTII M4G GRACE R. SHOWN, T01' CHGRO 91nLL BE 01til I,LT BRICED l Sf7 ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS Y11H PROPERLY ATTfiC1ETi fiTY001I It1I7H11 , l� SHOWN. BEARING YIDIHS TIRE: V NOt1INR. UNLESS UIHEWISE SHAW. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY 'CIRCLE OR DIMENSION'. FABRICATOR TO 'REVIEW THIS DRAWING PRIOR TO CUTTING LIAOBER TO �p t� TRUSS r= DESIGN SFRNMMS CONFORM WITH F1PPLICFIRLE PROVISIONS OF RS sPECIFIE) ON :DESIGN. OO Not USE THIS. SEE DRAWING 139 FOR "PLATE LOCATIONS ON TYPICAL JOINT'S." VERIFY•THAT ALL DATA, TNCLUDING DIMENSIONS AND LOADS, CONFORM NOS -62 FIND *TPI -78 (A PCT -80. OL -SIGN PITH FIT.L RLTAREMNT TRfGTED LUt� . o --TP! - TRUSS PIRIE INSTITQT.. NDS - N4TIONN rrSIGN TO THE ARCHITECTURAL PLANS/'SPECIFICATIONS AND FABRICATOR'S I REFER TO DRAVINGS A183 AND A1E4R FOR OVER'iANG DETAILS. TRUSS LAYOUT. No to: 'Special handling care should- be taken during shipping (1) REV. 7/8/87 'C.W.C. (top chard bracing note's a;ad erection of trusses. See "warning's note below. (1) Top chord shall be laterally braced, with properly Bottom chord checked for 10 PSk' Sive load, connected purlins spaced at a maximum of 16"O.C. 0 7XG 2x4 3X6 R-1328# W- 3.50" LI Q _H 7XG 3x4 2q -0-D i 24-0-C 2X1 24-0-0 24-0-0 ^ . - 46-0-0 OVER -2 SUPPORTS PLATE:TYPE--RLPINE SEON--104795 FURNISH R COPY OF THIS DESIGN TO ERECTION C� O FLP1NE ENGINEERED PRUXXTS, INC. I +INTSPECIFICRTIDNS SHRLL NOT BORRESPONSIBLE my TNUSSES REWIRE EXTREM h7r,-.iBSRICINC ERECTION � 0 o 0 D:4IRTIONFOR DEYIR N FROrl FRW SRRCRG SEE 817NING YGODTRU' mss: t= C= C= o THIS DESIGN OR NWT FRtLURE TO BUILD THE TRUSS IN rDNFORrFME COMENTARY FND RECrAMENBMIONS-411`11, 'SEE Q p i= WITH THE -DUALITY CONTROL f1PNURL- BY TPI. ALPINE EDN:4FCTDRS THIS DESIGN FOR I17OITIONi _-WEIRi. P£RS - C� C= p ARE r"UFACTIRED FROn 20 rWGE GRLYRNf.2ED STEEL UN -ESS 'NENT BRRCING RFDUIKMNIS. UNLESS OD[RWIS£ pqa' p OTHERWISE SHOWN MEETING RECUIREIENIS OF iiSTII M4G GRACE R. SHOWN, T01' CHGRO 91nLL BE 01til I,LT BRICED l Sf7 A"LT CONNECTORS TO BOTH FACES nT EACH JOINT IM LOCHTL' NS Y11H PROPERLY ATTfiC1ETi fiTY001I It1I7H11 , l� SHOWN. BEARING YIDIHS TIRE: V NOt1INR. UNLESS UIHEWISE SHAW. B017EM CHORD RITN R141U CEILING OR DSIALEN6 �p t� TRUSS r= DESIGN SFRNMMS CONFORM WITH F1PPLICFIRLE PROVISIONS OF RS sPECIFIE) ON :DESIGN. OO Not USE THIS. t= d O [_ �: NOS -62 FIND *TPI -78 (A PCT -80. OL -SIGN PITH FIT.L RLTAREMNT TRfGTED LUt� . o --TP! - TRUSS PIRIE INSTITQT.. NDS - N4TIONN rrSIGN SPEGIF'Ir.RTION FOR WOOD CONSTRUCTIW t 7XF2 -{ S OD 2X4 3X6 3Xb'� R-132811- -�H .A RI`�Af EN- LF � RFP a3.D.7 FE91 SICI� CRIT REF R427*: -- 1,925 �Fof� LL IE.pPSF Of1TE 06/16/67- , ;DL 7,:0 PSF ; ORVG ,GRUSR427 5716 1 3� LL I°, 0 PSF CR -ENG MS L i . LD. 28.0 :PSF REEF 148-0-0 OUR.FRC. 1.25 WITCH 5. 0112 Ai\TU SFRCING 24-D' TYPE CDMN-- _ 71A op `jam �1 This :1c:t o �-P!A �t.I fcz-J"�:,i .- �kY1�.J,{`.il be . L+ p kept oil the hila at all times and it i 6jIawft►l to male any changes or alterations dilbme with, out written Permission from the 01'rtmerit 6t Nblic 'Works, County of butte', vj Accordance with rec,cignizc ` Good ArVs7t,'-�'� �, :a , �, ��' of a quality prescril, ed for t Yo Specifigd-u b in tF,; p Krtes artci a s tbO.k 3n form l��.rildin9, lilt Mbin & han cat Cart `� o. f 5th . ' ►ori the r ad center and the �, , ,,r Ml te'r" ,c:4 Qa dry• # � � shall c r o '� g str�xctu Mor equip► end` eft i 2 floave ovek"ha a r�7;0 — Q .47 L III I LL Lto-00 CA � ri.(1 Got=�.: K7PtJ •un r� 1 00328 1 — . � W, - ; I I hwl I*%C - I qqw. � � F �� I .. A I I � : �. -tl--- `;l: ��'_ I I � I I . 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I �, _: =-�,.M=,�__'� -1 _VU*._1__=�_-_=tL,�-_#_=*tt:t- �­ I zt-z_=-_­=� ��,-�,=;qp��--��- - , - �-- i! �, . - 4-0-�_ y�, ,��P­77;;;r i ­ __ , , - �­ - 1p� , ��Tl .1-11 .9 k I N I � < V ;� t , tg;l ��, 11 'j- '.. . , , ,�t R 14 4 � i .. I ,� k, V � �,��, �,* , , , "I (1 , , , . , _ _ _ , " 11 i �, � � r I ,11� I I I . �, � 'J� � -� i)t 1, F !,� . P, '� �, 0 1 , X . , 11 I , " � � , I'' - - a,p I r�� "I , * 1, i 1 � � � � �: P v,Mj5,i-j, tt4v flj4hj 'K 0 1 iF ��F , , rly �, I - 4 , ., " � I 1: - '! I I I— �� 14 r , �� I I CIFI, "r,rip , , , . I 1: rl%ta, ; � , .-'V` ,� -� % . . �� I _ It � Mr," .,t� . .4 ", � III,% � i ii 'r 11 , , �. �� 1� I 1 I I � I ,P I � . . , � i; , " 1�,� I'L k;_. 1. �W'��-,,I­,_-�-_;, , , , . . / .. I I,, �� � I , ri , J [�! , . 1, ,,,,A I I , � - . ... I I - - I � � �,,,, . (7 � " � 1 I � �;: �� � , I F - I 1'� � , 1 400 -f I I ­`� �. '� , It, 4�1 . 1 ,41 .. 0 v,4�% ,"&�- .q 1, 111�! , r Z� 11 4: � It' I I � � C 1V, -,'Mr 9 I 5t W � V t 1 4 'al. ' ­ 11 � � - � , .,- 11 �, - t . .1, 11 I-V - ­­* ,,",�-�.'%a 1 7. ­ , C, 11 ­ I I I � 11 I � �, _';­rV � ­ ­,-­." ,� ., I , , I �1. �� . r 0 �,i It "i, 0 � 4 � � 41 , i A il I , 4 I ? , P_ . . I. , Wi tll� latest er,-.,,- g,y 2- ation on the Drawl 'ng differinct from ,these noties shall I -apply. # . n ned s I. XICAL NOTES V I 1E Al 1 W. P. and bathroom outlets to 1 ,I. s - 2. , ractor to size entry pan � I t MECHAI I 11CAL NOTES . Lamps used in, luminaries for general . 0 I , I . 2. o have backdraft ly fluorescent.) 6. 1 wer heads to have outside, F,ans to pro,vide min. 4 air flow restrictorz and ,be � . E. D 1 5l, Nir conditioning ,contrar-,to.- 'to size s or penatrations on .. Mc an d d e S i 0,; r. bui Idi r -,g exter,i4or shall be caulked distributta,n, system. 4. Rechanical unit to be, attic zounted unde-r Auld -sill., tYpe las furnace with ground ,mount � All exterior doors a� habitable compressor., 5. , 1� I I s -4 I Z 6. . talta:a iAedtrical plate gasketo at t'hermostat for each heat i ng,/crool ing oxteri!or, 'Rallo, zone. ! 1. e r I , I Alon.'s-3:. 061�titied, . I I r All I : � I controls . 1 7. thert is � proVided a - qu,atdrdil �or I 1 � I HVAC unit(s) for servico. 8. .P a ccess of adequate 1 , sze i (2210 x 3011 min. 1. 1, ­ I ,� .. I �� I , I i I I I, V tl�411'1` 11 T* , t, � , C, Cir"ItItn"k Ww" IMI) " I , 1, I � I , - -, " -, �, �� "I o . 41 1 - 1 7'. �­�.!, 1 9 11 I t .� z, ,# ,,�,,` .� _,,,�V_ � �,,��,� , 1�1 1, t I 41:�l 11 ,,, , , ,,," ��, - I _�o �-_ 11 11 1. � - � I " '. � -1 ; . t _ " ­ 0! ,,:--,. , " V �� , � ­­ _',ie­�-­ .. ', ,�4? � ..,; � I � i � " q 1_-; - , -.1-4.1- . ."_4 , �-% I I , 7 1 � .. 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Xll framing anchors, clips, straps, ­ �, P4 , r- .I All" kl h 41`1$ 1 :t I '. 3 I . � 0 11 - ��,', 1 5-� 1 11, 11 I ­ L 1. 1 411- � I " - ,* I � 5 ���: I �,, ; I � � 6, ', � �­­_. , " � I ­ I ; 11;L� I , 411 1 1 , I :, , - _­ It, T`�?—'-77-1!�- ­� � .1 — --- i L �, . I � - 1 �.a I , -i� , :,�� I V�$ adecjuatC clearanct, R I . , i � 1, I - 1; : �j ,�, �, .- ,- 1,1 Provide ?�� -1 . irl� I 'I 1, , . S4 , ��, 1 , i ,- ,i,� �, I .�j �_. -__-_-_1_*" I.- I., 1� . . , � � . ,�, i� , �:t . 1. 2 . ��,� o ,:j .1.1, I " � I a. - ..... I '" "�­X-j'4-Z , 4 I ", . . � V 4 ��� "I'll, . �_�_*_�_;,_=_ I - ,,� . 41" , � - I I �. ! . �, L impson � , , ill" . 1� I., � , , - I r,' ­d protect - n t", I ,� I �� by Contpany or apprav-�ocil 4.1 , i J, ,� ion atid a Typ-.A Me r,*Iqkx�= ; '7, � , a I � I - ,� � ­ I - Q ,� i i �4 if; , It I . � ,� 11 ," �4 " . Ir i 4 � � " � A 1; I , - l i I i � I equal I . 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Lamps used in, luminaries for general . 0 I w hens shall have an f less than 25 lumens. . ly fluorescent.) 6. 1 wer heads to have , flow restrictorz and ,be � . E. D certif4ed. I 111� s or penatrations on bui Idi r -,g exter,i4or shall be caulked I . n Xnstall mastic, sealer * unde-r Auld -sill., �- All exterior doors a� habitable � areas 'shall be providod �with a t--Iqht , throshbld and weatherstrippinq to I s II 1 9# talta:a iAedtrical plate gasketo at I oxteri!or, 'Rallo, I I � I 0t1A%TXq�__NT2T8$. � ! 1. All v indo*ta t "I b Uial-trlazad and I .o e A 1�." ll� I , I Alon.'s-3:. 061�titied, . I 1 �2, d1d#s withift , 1811 of the tloor shall � - I i i be #oMpotod �Ualdt.4 thia leai§t I , dbowhsiotl it no qr6at,dr thah 18 to or thert is � proVided a - qu,atdrdil �or I 1 � I ­ .. - 'A , L Or .oVed, bart'J64r to ottior . P , , ' 11 huxak�, imoot. ttidm bkoy de'live��04 td , I I � M_ I .'' :. 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I . a I, " - I -,, I ��t��, r I , V .� ;�, J ;. � fety c � , I I ­ � -� . , I —0 I .4, ­ ��, [ , ` 11a f 3%k ,,* 0 1 I a � !� I ec , vl� ,, - , r1t, � D. 1 04 .,j fil '.., onical Codes and I 111; � 11 ,rl �'g" i -A, � �� NF;��i , , _ : . _. � I Urifform Building, Plumbing & M . ; � , � , `V11 � � �,� _,L��,�Yf .11 _t " li I, � , . . It .� , I �� . . 1 4.0 , I . 1� - ­ I ��� - � 1. I I �' ­�,_­ Av­ I . ,- , � ,� I I - 4 - I . I &, I . - 11 U V.- -1 e;i� 0 � I I. I ;j 0 1 - 1;1At,,;e�1 =*,� � pTV, q , : 11 -�6__ , " � eA 414. V T� �P A I I *_,-Ir I ,� . 'r I 11 .5 , i " � * � I �. ­ .. I � �� i e% " 1; I t I � ��� � ", I i I t I I I � � I - " I I ,�? 4 �1, � - X i , � I , *# 1=0 I � � ,-.1. �, I if "I � . , ,.� 6 IC4 141 4,P Iii' 11`4,4�1%i, _41'. I �' -A4 qfp i"iIi, ­ V r, � � , " - �. I .1 , I � . � I � I , fIL, W�r &I t � t � 1. I. i � I 'I It �� . I 'This set of plaris and specifico-rions MUST b, I � �Ngl H -1,11 �, , . I ` I- 0 I I � i ,I ,<-; � 4 . . 10, �_ I� I 1�', .1 I I 11 .4 . Y � '0 S I 1-4- 1 � i . � � I � , I - 4, 1 14H5�w&!j 11;�, �,!,N 1, ­ � i 11 0 �.5 t ,; . , � . � I . I 0 1 kep+ on the oob ia�, oil times and 11+ is unlawful +0 . I I � -'_i-t"___-"- 4 � r-, ; � � I I I � I � � I ' �,� �L,11_ 11:1144A- - I , "O. t - Q �� � � 11 , I . I I i - t, _)� A I Vi I '� i� I I �)�' A�rl i P9V-,,H, 11 I � , �, : i;; ,z�, � r "...."10 I � _ " �. I � ­;, , .1 I I- 40 make any changes or altercif ions on some Without � 4 , 11 4WV I.i r .1 , I - I � I. I ,,, . - � 11 .. , IS 0 71 ,� PL,,�-e-v --'41 "I P . I � 10 : . 09 -NERAL, NOTES I 0 1 1L.1 i ,ej�% f " ,t�+�� '.. I � ; OH L,Y) � 44.,,,­�- , - 01 ,'..I, , ., -­; ._1111111 ........ I . I . , , li-e , I , I I � .- .- - I __ 1� 11 - ., j� I : 11.4�41,1. I I - "I .��, I �_Ii`F� , .A. � ­-, IV 4 1 �'?,,`, � � , i ,� � I I � _; ,_ � I "'.""- ii� I I�,, " I U , I . I ,- ""iF � . . I� , iffen permission from fhe Department of Pu6 �, .1 1, 1`11"', - , -1, wr I, i _V_ tZ= � �� i . lic I, ,� 'I'll , % . N , � � !, r ,V I'! � � 4]i 0 -1 4, : �11 I . � 11 i I lr - � I � fn,/-�, H,f' ?;IN , + - -7 7,� , .1 � ., . . I , i �11 1-1 :L Written d � i., t)( 2 LV -1 1 .41,�, 1 . - 3 .P, I I , , , I 1. g pis to � be in WDAZ couniy of Buffe. ---I,, "IS � � f, I i i'l . .� I I f j, ,,,­� , : ,1� ; � 2 � . 1 4 1 � � a �v, _�Al, - j 11 _ 0 li � I _1�10 4 1� ot . ) , � � 0 0 �11 'i I ; �1,� t�' L L , , , 11 I � ,� I , !� I '.. *Z 'I I � . I ­,ordance ith I � I .1 WA Lol' Aill�>� I , IV I 11 a-. w latest energy ,� 4 �) Y I , � ,,Ip I � i 11 .� f) T ':,k. I 4 a � : I'll, e I I I � .; �!,;t 'I i �', if . I ,� , I, I . ��, IIJ6 �, 11,14 1� � ,"� - � ; , - III- 11 J4 1�' 0 .� � � - .5 I "; �� 1 14 these notes shall I , "I h% �� III �� I �; -- .�- I � I I � - irV� 11 . , 2 MIS 5 "o � � "_ � . I �, 1, I 11 I I I � I --A---.1 I 1� I . , i'�, ! 1. I I if I �� 4) &. � 4i . . r ,; I 1i , , 11 �� I 1, 41T � I I � P , i� �01 `�` , . i I , ��__T 4 I I r �s I . - ` oty Glazing i! �1 A ProVide adequot - � " , - � cific irtformation, on the 'i0rawing I j! � M "I 10 conservation requirements. ,. I , clearance & . 1, i , il I differing - from � I __:_�i, � " 4 I' ... �� , . -� I , V11, � I � I pro -lection and o ype-A-Flue. - I I .9 � 11 v � 4PJ:O�W. 'A 3: ! I I apply. rom W/H X 1 QO I i �j � ('j I 41._ � i � , I � I ;, i ,;1 I� - .o -, �; lit 1 14, � In I * : ; I ffl: I'll I �,j I 11 , ,� 1 1 1 L � I- 11� 'i i . I I '' i I I t -n be 1, 11 I '. �. � ,� 11 �,'' j4o I I � j; �, -L- a I 11 w .,4 " . �� 11 "I 111 I I - , I I I , A'� I I 4,,,'a 0 1 'i 1, I ICA 0 E a �, .� " 0 i , I , : Ii I *,,,,.# il I I I, ­ I I 0 1 i , (in an unconditioned space) i I I , I �I. I - , I �I �� I 'i I "I - 5._�r H� ,,'�", A � � � � � I I I i � , � I � �, , - 14' 5 0- .'� . , � " � I I ot 1 .0 I . 1,ti �;- i - �I- 11 , if -f �P_- 15 0), I I I I - - I , )� 1 ;;4Az,I , U, �j- �_. " �A� �'. � 4 .0 .. 4� , 3 nmum. 10 6 , � � 4- 1 ,,��,, �,q I , , . .11� I �� - , I , I I � � 11 - , t I I I � I . " �'. -t�-,,,,, _, �'?, , i I" f ­�, - 1, , a I I 1 1 3. Inv.U17 ceiling wi th A-30, , .0 � ;,,, . . ­ � I ­ I -1 ­ -1 I -- � - . . I , 1 41 � In , - , ; 1.0- � � I I It 4te I � )0. �� , , , _", , ,., . I I �­­ � All W.P. and, i � _ 40 ,- I I -1. I k IT 'I .. , 11 I bathroom outlets to � I ­q 4 � �I �1� � "I . I . �_� 1 "", " , V :�, I ... I'l- I I � 11 � �. .� ! _V_ � 1. ,), � �, . 4 1, ! I � _� , I I ' , "' � I A" - I, � " I I 1� �: � i , , � L � , I I , � I I , ; " I 1, 4 �!, . � �I � � I I -0 . � -��4 -,, 4r.,,-., I . � have G.F.I. devices, 5 11 I 0 , f ! � i M,c r 11 L . 1:� I � I . .4 'ls with R -1i FG � I 1, , � ;� 1 4 tll" i It I, ,� i I . 'I I � I . 1, I � I , � � . I �, I , I" . __ III I I � 21. gle I 1 �, I � I " I ctrical. Contractor to size entry, � I . * I , . �� 1,� , I , 41�j I . , I I 9 _ I -MA - 4 1 . � .1 I I , �; I I ' 3W 1* t ji I me j , , ,I I fn- - , ___ . I .I 11 �, ­IrIll j.. ,� � I � �� .1 , , : _ r ­ panel. (100 amp iminimum) . - - 1�1 i � 1�' r , J�� lut _,i,,_�_ ___ � ! -1 1 4 .'' " , �­,,111 � _% I . �,� . insulatio'n, ­ __ . ­ I ,,,,,�,,, , , - �, - .1 - - -11 I ,z . ''I , , � � 11 . � i � 0 I I �_ I- ��_, - I . i]�17111 - I-— lkt�i, - �, � - M- ,. I - , � . ." N � � 1�1 I 11 , , ", ­­_ � �.14�4��_ 1, I .1 " , , i- - ­ I I � I , , I" '' ; F - �031t' M2 WMI _1 ,._i,.;� , 4 1�4 i . �v I , T i 141 � _. . I I � - , ior wal �/ � - - --,, � I - � 0 , -I- �*o ,-111,_ ��_ - �__. - , ; - __ � N - - �m 1 =-1M1_Z= �� - , 5. 1N,1-�;-..!!!_ _:��_:­ 11, �- �;i ­ � 11 7`7 - ­ I'll � I'- r4l ii_� 7I, I - -j , t- F,-'� - 0 a 0 � � ft, 11 - 444 ��__=,.,'r - -, .t" I I I I ,,, I - I �­-­-­-��__ , I J;� I d - - 1-111, I I I I . 4 ,, �1_ 4,r � 4'. 1 , , � � � � I . I � I _=;: � ,,, -- , , .1 1?�7, �t� ,. r � A�* �� . I ,___=17� - -- , I 11 "-; � � MCHMICAL NOTE,.S i � I . 1� ,j ., - _"', I � I . , I � ':� 7 =o. , ,, . 'I� 7� . - . I, ;� I - I j- 4 I., P ,n , : V iA , .... 11 i . kq , ",* � �4 1 - �i�l " i -i 14 . ,I� I i . . - , I � I &)� I 1�-, rb" 1 � I - , ,� I � � I i � �, � , � � i hens shall have a,. , A 4.7PM-44A,�­WAt..,�, .i� (�: : 0* *r* . I 1� , ;;m :1 I 3. t L � 40 , 4�­- , -'ll I ,- h4Z�_� � I ,i�� � ki -il ­ �� . t*%-"1'VY i " r �� . " r, t I � � ; - , I , VV;�,,_ �,��j - ,,!4� , 1�r I A � , I I � I 1�� I I I � I I " � . .efficacy of no I �i I 1 I �. �' 1. � �7; 47, a ", ia , I ';_ , � � f ,., -I , L I �I � I M e 4 I" I I t 1.1-_.____,,,-_ 4P- I .,A - I , � ', �,' � I , ' � I I . - i I 1. Ducts and pl,,enums to be ..�Pauled and cent I ar I . , I ;- -1 � .: IV .. �I I ,,� _ I I I � � ,� I I I 11, I I , 1 *4- , . per . - �T-, til 'W mt i T -I ,." �� � I. I ,� � i '4� I, pe � '", - " � . __2!��,� .1 ,i* ��, . I ; �, . . tl � ,P� ., ," I �ell PXC C&Oxwo - ­. ,� Ar , , W, I ,� I I , __ 1 _11-114--7- 10 If ,(, �r N'i I I � � � I" , I , I , . L . .1 I .- ,4, 1 . 'JtI Aftfall Mob defocto j VID I %` --. . .1 ­'. V, il" � �, I �i . ": It I I � I, . . I ,� -, L � 1 2., All 'exhaust 9 4:iIi�Y�__Ir . �� ,4, wo 11 V_ - I I fans to .have bac%draft wer heads to have al � I (O - -1 C, f O'L�__ L_ I I �, per tode. i;to V, 14,10 I I I I V- - *��n.-� I . � 'be C S. D � 1: I �,) %%W�1_4*141t-t!rti�7,, .,1. r . �­­Iiii � ; . . � I dampera and shall be f low restrictors and I if I L, 411 , I I , r_� I 141- ___.­______ � ", r � �, 1Z., I P, ,oi,,,.;�o. aea,-��_ I ; ­�� ji : .. . ,�! � I I * . � I �-, ... � . I . ,� ,,-, : , . .. - - sil�l I �, '' j , . . I �� 1 \. � . L , - A. 11 , '� � i 11 � " , ,I" z, I ,.a . I �q X -, - -�., , - I . I , i i. I ii, � t ��, 7 � � , " . � Certi f ied. i !, — , , � , , I S i4 - . I ) - . " - I , . I`ii �� ! out ide. Fans to prov.,Ie min, 4 air t 4 - , "'It, I I � � i�:� - � 0 1,� I I $ , 4 : -_1 �, "" I , I I L I! , ., fta" I � k I L o I' , 4�,� � I � I I - I 44'M I il�, 4OWN1 : � . i - . . . . . . . . � . I . . 'I 1�v .., � " , IT It I � � i � � . � 11 � � it ." .,'k, �, , � 1� . - . , I - 1=,.V*� IrII-1- IV— . � � . % L I u-, ,. i�,� . . ,�A "' 1w " I � � , ' I ­!�__ -1 - 7 1 �"t�l 11� V , I _P1 i �� , ­ - j ,tA�e, ,4ete,jus, I * ", � changes per hour 7. All 1 — I \ � �!,.4 0 � I .", , i, " I, � exterior shall be cauiked ir V � I �, 1`1_ . I I I - -� I I I _­ I , I �__, - ;, i ; I . I � � .- � � i 3. Ai cont, ,tctor to size . I i I q) -, I !,,,� "'� , 1� sa ... � "iI I � 14 11 I I I I I , I � t murrAt.E,40- *NOIL A 2 , ). — I , -1 1, q I �' �, � RVAC , ' equipzent and design iz � I o" -d-, "m "l; I f .11 ,� � � %, . .01 A � I) , " , " I I ! . ,I 6 .� � ,�*,, 0 1 '�� I "i"'I"', ,, , Ilk I 90-b", "I � 1" 1, �1 : L '. I - L �, ­ I, ( :� 1, 1.k �� , -I! . , I ,i 1, I fl 1� : .1 t 41 � .1 , I 14 I I I I . t �W � I I � I I .I*k"W � � , .114— ­ I I , LL � . i,v* � at- :� I -1 t , ill ­1.1�1 .1 - - - __ ­ / " t i 'I I 11 � -v-_ i 11 , � ,, 8. All, I It * i I-- ___4____ "�', �, , ',I, '! . � I I I .� I e-chanical I r "'t 'AN'5,','t I -��' I �, '4441; �� L . I i , . li � Z building - 11q �,,R , " I 4 � - 11 � I - r".4111f , P iv dirptribution oystem. un 9 ;, ,AO i 1� � , roy &_ I . 'I -3- I "I, ;i 4. M, r �, I ,� t I ;1" I I " , I- I, _*,_4 . 7 ; ) ��j � � I 1 ____ , 1, , �� ovided wit I , — , Z, �, I I I 11 . !� I :, wth ground mount . I i 0,� I " ,� I 004 , , �� 11 . . � � � � ,� . r. � V= i �A -Az, .110H, P 11� ,,I`_ I ". ,, � , "I I � I� � . � I � " j : I 1J, ­ 0 �, , �j 10 �, I I . , L � " 'i, �, , , , I'll I � I I I I compression. � 4 = , , rrr " j . --- - I � ),f'' 4", - I A I,*,-- __ I I _ I I . 11`�,� � , I I �, Lj__ I ) � _ e _107 - - li� _. 1- ,."". ­­­ ,..-4_-_'_ .. ..... _', q 7147i�' . 7 , P;,41 i -kl " : _N I L : I " �- 11 . � I .e .11 �, 3. 111 - , k 11 ­�� �4.��� 1�1 1, 01. " 4 '� I ! _J, , I _ .� I -i� . I ! : -1.14. I � 4 i .1= I I . �11 �, - , I ... __ __ ­ -� I � "" I I . � I I A 3. V: 1, L� 2 ) , . I _. � ­ I �� "',,,, . I I � I , 11 li� I , , � . � �� ;, I I I � I I � ? I 5 i, � " .,� 11 ,_ X 4 , L,47 I I . I 11 . ,L" 411:2 1 I . , 1, i,Ii, � . ,;��' I'- 1,j 1, I i . � � I �, I )� �� � � - �.i ,,, I ;;,;I�a ��-, � I G 4 -1 , v , . � 54 tep @ 6" below top k, 11 `N�-­- -I L114.1' '- ­�- ZJ4 "' 14 li� .� I , I g I I or xain.. I , �, I, I ­ 1p, 14 _N I �" �S_ I safety -0, I vq+ 44", "I 1, " I I I I � I � I I 11" . L , , I fof water 1,eatet. kets at I - �, 1/1, � I . : P I � , I . in wall. ,�L I "I'MrF. 11 � � I IV! - .1 . I V 1 J, II ;Ii - i I -oV4 ,­ � 0 I � 7 I 1: , I I -qm-'T te". , 1. . I I � �; , ) A,­;#,,,�, *�­­ � I 1J, I � 11 I I 4 I P, ..d I Y, W - ,",--1, i - 11-1, . 11 1�.N - � I 1_�e�" _Z� ''I $ 1 , 11 , . time clock exterior walls. � 11 - .� "', � �D .t�L2__1__;._ � I.; � 4`1 i 6. � L I t4l_ I I . I A Ilk I .. �� . . . . . . . . I� 1. ­­­ ,. i sY, 1; - Aps I 1'� I I I z, � I � I I I I I 0.1. i "' I " I "I �,� r lk%� I I 11 I" , t, i � , , I., 11� I I thermo�ctat for eaich, heating/cooling - I fl. �, ,�A� P I 4 � i I I � - I ­ � �_ I 1, �_ -_ e+ q I . I t,Lil ­!, . " . 1r,ZL I � �-�CF115r* " ­ I I I � I 1:4, � I I . I I I � I �ut- Z �.. " '. I I lq,,&�itear i 4-,�z, ., 4 ,& ,,, I v 1 4 , I , I �, N I � - 1! , , ��q 0 1 1 � 11 ,�� : �: L NUTES , - -1,,,_,,1--, " : � .1 I , I I :R�k Ir .r.. �, ,v , � � �il I . � I - 11 -�'� I - . I ii 4' ei,,,, �i I I � I � I I I L zone, The maximum winter indoor . �� ` N j ck i � � � I _. L I I " � VA 4 101�111 11 ift � t�ll , I i 10 R;�9_ V I - Y I , 1. - '. ,:, . � ,I), II I I I ; i i . I . I _... _--�­­' I ,0:.��'11 1-14 _X, , � ,� ,� lil. . -_1 It ­­ I'll., P11LA6,v � � . . r B ,� ,III, = '%I � 4 �I, . . si re is 68 degrees,- � Y IS I I , _41--= I _�_ , . 1, , " I I , III 1" � ,`­% I ',*;', ,f`Y I ­�, 11- � I' I � � � 1. . : � � .1 o be dual -glazed and I #T ti_� 4 i 1,q 11� 111. Ii . I I 11. I' 7_5 0 - rk , -'-- � - � ". "to, , -Z: r,YI I I �:` 4 I I � , , � -- I k--- - _ _� "r ­� i -CP '0 jr', 1'1�*4y: I �.­ 1� t � nm �� , I I � S I t � I I -III4, _� I ,," , �� . " I",, I - ; ;I, � I � , .". ,�� ,��, I N , .". I, I ied., ; I I � . .". , , � 1 , , - " . FU � I I I "I , F , . I , � . , Il�,I`41 V -- A ,M;� -1 � ,� I .1 �� I , A �, 1 , I - - , ,� --I Z, (4, �f , . I 1. $ I J1, � , I r - - � � � 1 ,­ ,� �� " . .1 �tLIOMPerature. is 76 degrees. All i i:� 1811 of the floor shall I vr4-41.� I I I � i -1 . Yv- 1, - , , ,.-,, . -,,1r,;,_ ,e-- � � � -� - � .1 ..-J" ,� � 2, lass within � — �_ - ,,,, 1",��a :: *,,_-.4-1, , - I , , � q,r� ��, ,,M I TAf . � I �130Z , � --- - -, , _" 1 : i" 1__�_;, ,­.,­7� 't I � ­_ , -� ---I-- , ,� ,* A , , . " , : t, .. �� ;; - I I- " ". __x____ " "', , 1-, 11­1_1-�� .�,, 11�1 4134= I - � , L , ,;,,,-, -T, 4 _=.-P..�_­j&i� -T uni t;s must. have n E ,,, K - 11 1. 7 , I -1. I -7 �� I � 1, . " , I 1. � . I I If, -, I - - . 11 . j __ , '_'_ � - � -, ," .. ­' -+I0 P,_+�4wo��,-�IiIi,,4r I I , , � � I , ' ', It I 111 � ) I 11 be unless, the least - I A­'.­,4�, 11 . I rL I'L"�T. ,� �1 j­­�­­ L = �­', f,x I 11'�, - � I � I'' �__ . I . . 0 . I e I :-,-,�,-,�'ll'�',�ll".�'-,=�--� - I J�� , . �.'7�.;,��­­­,, , .� � "". "_­�W t I controls. � dimensio g ,,,,,,,j_, Ono-ljiour PrQte0jjoV4 0 - . � I I . lt#Ft`�' � I �, �v U1, �_. IT 1� � !bA I � 4 � 0 _��I,*,,I,*6 1 � , 11 1, 4 Wtt � I I ff � I � 1 4 , k, f . � 11 . , " (.. . � I I ,�iL 'I. ProVide 110V outlet with in 2,51 of P 1w__ � 4,��?, 1'.. � _+C1 I L �', _ � s d a rguardrail ox 4 , It TO � 1 �71 "I �� ,� l� 0, f, i ui:74 � tr&4,0 . `I,�* ,Z � I -1,, of common vl� 4 ( � 41 L 4 unit(s) for oervice-. ; ae revent 'ft! ��, " � - - I � I 11 I", I �, I "I I f, I . , n�; I I I � A , 1 V Aq , I I H,V .acsrV " a o� ­.. "; _: I i � I o, , . Al I " - 1�3/8 I, � � � �­ " I 0 11, >4 I I I � � , I �,� T CIV" 1,401 - %,,ii,� -,-(,1f-(;h;,i0 � � , 1� r I r , :L� , I 'I I 119 , ;1 i � I, i ; I I t �� , , . I . 1. I , I I ! 1! I � N�.,. 'L IN I I , I I I I 1. I I- I I I �� I I L ! .� I . I � , . L ,,, � , 'I '' 4, il, I 1 . 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Jcet -" 'TOP,CHORD FIR --LARCH #2 TC X -LOC L -R: 0.29 8.27 16.00 23.73 31.71 BOT CHORD 2X4 FIR -LARCH *2 L -R; Z.29 8.27 16.00 23.73 31.71 WEBS 2X4 FIR -LARCH STANDARD BC X -LOC , * 1'X4 #3 HEM-F'IR OR BETTER CONTINUOUS LATERAL BRACING TO CONNECTOR PLATE, MUST BE INSTALLED IN ACCORDANCE WITH BE EQUALLY SPACED. ATTACH WITH (,Q) ,8d NAILS. BRACING REQUIREMENTSOF I.C.B.O. RESEARCH REPORT *2949. MATERIAL TO BE SUPPLIED ANu ATTACHED AT BOTH ENDS TO A ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND SUITABLE SUPPORT BY ER'ECTI'ON CONTRACTOR. TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIIENSION. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED TYPICAL J01NTS." SEE DRAWING 132 FOR "PLATE LOCATIONS ON T PURLINS SPACEDiAT A MAXIMUM OF 16" O.C. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS ' FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUI4BER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, To THE ARCHI"TECTURAL PLANS/SPEC' FICATIONS AND ',FABRICATOR'S TRUSS LAYOUT Bottom chord 'checked for 1.0 PSF live load. 5X4 5Xt4 5X4 x 2XE 2X6 1.5X3 5X7 1.5X3 --- i *Y 11DD u^ &5D," R -I1= 'd- 3.5D'` IG -0-0 ry ^32 _D -0 AVER '2 SUPPORT R LF REV 1?.G.7125(KPLATE TYPE --ALPINE _ SEON--1112$2 FLRNISH R COPY OF THIS OESIGN TO E ECTION CONTRACTOR, CRIT REFR 56PLPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE i`o r� **IMPORTRNT**SHALL NGT BE RE5PDNSIDE FGR RNY WRRNING IN HANDLING, ERECTION AND ,, .' ,< f ` TC LL16.0 PSF DATE 07/OB/8OEVIRC ON FRGM '(NESE SPECIFICRTIONS AOR FNT DEVIATION FROM BRRCING.SEE -8VT-7G' (BRACING 9010 TRUSSES y�4*µ, vh%r`/ "' y^ TC OL 14.0 PSF DRUG 3 023 1L © THIS DESIGN OR ANY FAILUIE TO BUILD IHE TPoJ55 11. CONFOR[ANCE CGI1MF11TP1tT WA REETJIMENORTIDNS •IPI1� SEE �;p VITA tFE, 'DUALITY CDNTRDL MFNURL- OY IN , ALPINE CUNNECTORS THIS DESIGN FDR ADDITIONRL SPECIAL PERMR- c TtuC DL+ 5 O ,PSF CR'ENG CWCWISE uT�FUZE MFNUFACTUREO FROM 2O GAUGE 6RLVAN17E0 STEEL UILESS F1ENO I, TOPG HORUIREMENTS. UNLESS DtNERACED�f 1;713I 4• AD�Jp OTHERVISE SHOWN, '1EETtNG REOUIREMNTS OF ASTM RN46 GRADE q. gHJYN, T�' CFtORA SHALL P.E LRTEARSHELLY OHING, I� TOT. LD. 35.0 PSF 0/A LEN. 32-0- L7 LPI C.] RFPLT CONNECTDRS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY RTTACHEU PI YYOOD SHEATHING, CIV% rr.' tr.-.._ 2S PITCH 6.D/12 SNCYT.. SERRIN; YtDTHS ARE 4' NOMINAL, LICROLa DTH€RAISE 5Ff7NN. AS SP CHORD VITA DESI CEILING OR BARGING ~ r (1T t;nV OUR. FRC. 1 O TRUSS T� OF:SI6N STANDARDS CWFORn VITH APP LiCR�E PROVISIONS CF 6f.SIGNEVITA FIRCIFIED DNRETmnRNT TRREEATTEED L1111801. S -- SPACING 24.0" TYPE Common *NDS -82 AND •TPI.78 CR PCT -B0. ---TPI • TRUSS Pt RIE INSTTTUtE, NUS IATIO4A4 DEStAN SPECiFICFTIO� FOR WOOD CDNbTkUCTIEN t_ 1 S SIGN HAS BEEN PREPARED FROM COMPUTER INPUT, SUBMITTED BY TRUSS AB ' S:IB: 6618 THIS DE _ 1 MAT TC X -LOC L -Q: 9.29 5.74 11 Her 16.26 21.71 TO 0 IR -LARCH SS P C .H. R4�2X., F BBOT CHORD 2X4 FIR -LARCH #F1 WEBS 2X4 FIR -LARCH STANDARD BC X -LOC L-Rz 8,29; 7.49 14.81 21.71 E CONNECTOR PLATES MUST BE LNSTAL'LED IN ACCORDANCE WITh TRUSS DESIGNED ENDS WITH EQUAL PANELS BETWEEN INSIDE N REQUIREMENTS 0 , I .C.8.0. RESEARCH REPORT +�29g9 OF SCARF CUTS UNLESS OTHERWISE NOTED. F _ TY OF THE BUILDING DESIGNER AND TRUSS ON THE JOINT LEFT TO RIGHT AND IT IS THE RESPONSIBILITY ALL P1,hT't:,S ARE TO BE CENTERED 1 0 DIMENSION. FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO LOCATED BY CIRCLE R TOP TO BOTTO EXCEPT WHEN LOADS. CONFORM M. DIMENSIONS AND L A . T ALL DATA, INCLUDING M _ 1 TS,. VERIFY THAT I LOCATIONS ON TYPICAL JO N ' 131 OR LAT... A g. SEE DRAWINGF P_ TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR REFER TO DRAWINGS AI.D3 AND A10'4R FOR OVERHANG DETAILS., TRUSS.LAYQUT. (1) REV. 7/$/87 C.W.C. (top chord bracing note)�FS t om chord checked for 10 PSI•' live load, +Bo t _- _ chord shall be laterally (l) :Top ch Y braced with properly connected purlins sp3E:ed at a maximum of 16" O.C. V �J� f34,, - 4'ti,' �! f9t, C d7.29R 5Xw ;}u ►Zj� 7.100 2X3`' `�'``� . 2X3 7, DD $1�4 3x4 BY TRUSS' cABRICATOR D FROM COMPUTER INPUT, SUBMITTED THIS DESIGN HAS BEEN PREPARE FR T _ JOB; 11899 MATT _ 8.57 12,.28 16.ZZ 16.85 22.08 � 7C X -LOC L -R:, p'.29 4.85:. TOP EHORD `,,!'X4 FIR -LARCH t1 , 26.73 31.71 BOT CPORD 2X4 FIR -LARCH *1 OC L -R: x.29 4.85 8.57 13.03 1.7.0'4 22. 17 31.71 'WEBS 2X4 FIR -LARCH STANDARD, EXCEPT AS SHOWN BC X L ' IT IS THE RESPONSIBILITY OF THE BUILPIN,G DESIGNER ;AND TRUSS I:WI-ZX4 -ARC #i G PRIOR TO CUTTING LUMBERTO FIR L_.. H 'EW THIS DRAWING FABRICATOR TO REVIEW L..IL DATA, INCLUDING DIMENSIONS AND LOADS,, CONFORM LLED 'IN ACCORDANCE WITH VERIFY THAT A A D FABRICATOR'S CONNECTOR PLATES MUST BE INSTAL ARCHITECTURAL PLANS/SPECIFICATIONS AN A . TO THE ..- RESEARCH REPORT #2949 REQUIREMENTS OF I , C . B.0 R TRUSS LAYOUT. G AND LEFT TO RIGHT A D THE JOINT G DETAILS, FRED N � O OVE HAN. A . 0 BE CENT _ iA'4R FOR R ALL PLATES ARE T GS A.10'3 AND A A TED BY CIRCLE OR DIMENSION. "REFER TO DRAWIN TOP TO BOTTOM, EXCEPT WHEN LOCA SEE DRAWING .130 FOR"PLATE LOCATIONS ON TYPICAL JOINTS."' (1) REV. 7/$j$7 C.W.C. (top chord bracing note]/j/1/ ( '* Bottom chord .checked for lO PSFlive- load. 1 TQ chord shall be laterally braced with properly t i P t, i p g shipping connected purlins spaced at a maximum o f 16 O.C. Notes S ecxal handling care should be oaken duras st '� and erection of trusses,_5ee warn:Lag note. 1.5X3 7X 3X5 6Xi �+ 'r 1.5X3 6 i X s 1.5X3 12 , a.12 c>�l ` s,OD 2X4 4 . pas - 3x9 3X5 J. 2x4 T 2.5X1 3Xq 2.5X 1',,° y• ' *. JX�f. r d k-974# n17 l 'I R-6B4t�^' R-BFW- 3 4# V- 3.50" �,dr 4 �. a R-9149 <51" 1.5 -6-C X" 41, 0. H. 2 { 15-0-0 16-0-D f 1-5-2 O.H. .�. �_..;5-0-01 D p rr-' 1T -Q-0 r� p.)'i. 24 . O.H. 32-0-0 22-0-0 1 SUPPORTS OVER 2 SUPPORTS , ,REV! 1I.Da OVER 2 SCR 1 D. 4 _ LF - sc��� - D.�s� _ 0 THI'S DESIGN TD ERECTION CONTRRCTOR ., CONTRACTOR Rcv-Ia�O.I _ .,_ __ FURNISH R .COPY F �- COPY CI THIS DESIGN 70 ERECTION Cp E SEON 1OGB26 D4BO6 FURNISH fl G P PLATE TYPE--RLPIN I PINE....:. SEON_..1 TAUSSEs NEu�tRET11SR E CARE _ ,,. DESIGN CRIT REF P..A1 r TYPE RL r.... ,.../----., _.� REF._ - .... fi.PINE ENGINEERED PNWUGM INC. _ , XT IE EARL DESIGN CRIT Ii 7 1.33 ��+ a 1RU95E,. NEW RG E I t}E ... , ,. D_ I N R _ RN ANU )�, _ Cl ENEU CDUCT. INC. RT Ea ❑ G IN tIRNOLin, E-� N. - ALPINE EN NE H r r S R ANY WNRNIN r O�Ci- RESPONSIBLE Fo DATE nt 22!67 iE BE flESPON . PS UO _ r� sIALL NOT F N o ClaF p T TC LL 1,5.0 LG IDN AMU r 1 PD TRN w rT ,HI1NDLrt� FR T.. .. Ga Ga I M R _ _. .. _SES, �ANr y �RRN LNG t , r c� .s teARCTNG�Daus G5 D E ESPOhaIfA. f CR N NG.SE �Vl 7CO SHALL N T H E BR CI E # * _ NFRDn R TRNT Q I rlD DR D` E OE RI P S RT / 5/67 Dt�DR�Y v _ ._M , ; P � O5 .� P C CRTI � ,C LL S SEIrI ,,T_ r T 16.0 c RanTHE ttir YtlUO UnSES . , C T10N Ft r DY 7G ID4R [N. R 1 DEY,R � .iEE n RR..ING.SEE r G G [� 'C�' !PT[1kIS a- o Y r+ IDN FR. A _ R.LlruleNl SR 2T 67173011cAr D a' nR I��Y E 1 � , . cDn fRRY tND S DRUG CRU 4[� C� TION FpOt1 THESC SPECIE I N"YIR _.. ,�', TRUSS IN CDtIFDRr11NCC f1EN 1 DL 1'0 . 0 P FOE _I� Y FI+tLURc TD BUILt1 THG t TC�1PI1. SEI n n C=7 DEaIGN DH PN tE nENINTTIDr✓ T [� TH[$ SP RERt1A - 1 Y FNG R GU'I D[i ON�L. E1 fYI E I:DnnEN hA t� CN FOR Ffl t.DI F A %1BTDDs � C5, ,ss t C h Na _. RUSK 8 T.. Dc NE 1FA1 H uG C. 4G 1 iHFRI URE TO BUILp T r pSF DR NE cONNEC DRSa o E^IGN t) TINY L DL u. U PI cTNI. Da H TC 1 RL hY TP1 HL0 ONTROL rTfr1U1 .. I'E _ ., DUALITY C �T Ufl1 SPELIH� . RnR V TN itC V .. .. r -0 5 GN FOR UDI i L t+ » i sHEH ISG G,S rN15 G I 1 � nENTS.'UNLE ENNr CONN GT4R . � REtlUIRE ry PSF CRD'f P1. HLP G _ tom' N 1 0 _C1NG C * rJ . 0[T CDHT DL t11Nt>F+I. I 1_ ,r� 5 L UFLESS EN RR A I BC DLYtTH TFC 'ouAl. Y . R + E DN,YANITED tEE .1 . S f ,ER bE R Tt:t _ztl cRuc sN15" UNLES D I a RAE fiPNu IIRRCED1 URRCING HEUUIIiEME k S o BE LRIEHFl bN Ea5 NEN 0 N SF ENO MS _ t Cldl D SHRLI [D GAUGE GNLYHNIZEq 5TE 1 1 LS_. p CR F R. 5l+i1VN TOR R _ ,nF�1UFHCi1HED- FROR 2 8C D Rs RRE A BENTS DF riiln R44G GRROC r C . rtr tNG RE1711 E °cl w MEET / EN. 0 0 e: t�cED s aNO F 0 RL 32ERl1.LT R INEAV E r PSCl L 0 LA1 D R H,N..1 r c D :1RL G I r YYtlOD 1 d. l.0_ N TOP HDN T U t1.,„ s! nt`HG � IDT. L 3R G GARDE R TDV Gi Y A a'o€ 1n v 1 RDP Ir �% Y1 P °R LrJ1REnENfS R"i '.. -' T , R5 I H . _. lIGYN nE T[NG E _ _. LDCRE �./f 1. RV SES 6 " r p H JOINT RNa /"OI£ 1 O TEGT_ r C o FACES A J`'. .N rTtlOTHGI TDRt E ON EG �/_ R INC 0/ L N c ,Y 51C 1H s 22 0 _Q t PIN RHC ItY DC , P F R !� RPPLT ,. ENG ..r=, {�RDPERIr RI: � u >� OT. LD. 31.0 D Gh,Llt+cr>RHc .�'TT A BD BIFACES HT GRCN JOINTN1r,rOCATE H5 YI1H / T HRD VITN RIfI »d� ECiDRS T T Q a FNISE SFUkN. tIDTTCf1 CLP APPLY I DNN r NTi UNLESS tITt1E . / y r r 12 Tom' tlT SIE NOfyI _. 1 I'ztch ._ 6 4/LI L U BN ,INC d : EiERHIiw Yt t{5 S IS DL] .FRC.:. �5r r Itt CHUHD YI1H AILD CE16IN N _RI aH0 N. N OUIGN, pd:NETH R D 1{E TGE tiNItIN. BLIT SPELfFIm dRhE R NOt1lNF UHLE T NY _ -G 7. r OVISIONS OF RSRA1NL VIp1HS I ,. ✓ Pf? CABLE PHSttiDVN, BE `'r V1 .. / _ VI1 PLI ,. 0 a. 2 DNFGnn 1NI� C. �5 PITCH ' T� Sr RRas c� C'ti DESIGN,. O[I NUI USE IN \,,;, OUR. FR a DESIGN HNo TUnDER. :[� tN151DN DF RS UN VIH4I t pp ��++ _. YIHIFTRi RiTIIRtlr,NT 1RER G� V- fN I:'RL'1CRGl,E PR . ,� Tf����7 UEStCH r:DESIGN $TRNDfHt15 T;CI OAR I ,, , ,TRUSS t . R,1.{RutiNr lNLHrt b LUnnLk.... c� PG,=I�. �./S CI>NG 24.0 TYFE SnecalGE§tLN MIIH i I i :.. a t •NDS D2_AND TPI A PRC= • - AND •IP1 h OR PCI UO. TYPE CDMN - - NDs e� n .,...... SPRCI'NG 714.D.. T� O Q � PLR1E INSTITUTE..�N1TtQNRL Dl51CN SPCGTTIGRTION �fet V006 CUN';T.�.�° C= C7 `1=� *-TPI 'T US, PLATE 'INSTITUTE, NOS • IAtlrll.'RL LESIGN SPI.:CTFTCRTInN PL41 VDOUa:DNS1RilUTrfN / C 1" Y•+TPI TRUSS _ f i _ R