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ROOF PLAN NOTES: • • • ' • ' • • • " • <br /> 1.TRUSS IDENTIFICATION LABEL LOCATED ON _ _ <br /> BOTTOM SIDE OF BOTTOM CHORD r�l��i�l�l� <br /> 2.ALL DIMENSIONS ARE IN FEET-INCHES-I6THS - <br /> 3. END OF TRUSS WITH"X"TICK MARK ON THE LAYOUT Q <br /> CORRESPONDS WITH LEFT END ON TRUSS DRAWING. �(8$,c, 11 • <br /> 4. DO NOT MODIFY,CUT,OR REPAIR ANY PORTION OF THE <br /> ,,,J,.. <br /> 4. <br /> I �I <br /> TRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTY <br /> WILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. I� 1 <br /> 5. SEE INDIVIDUAL TRUSS CALC FOR MULTI-PLY GIRDER I <br /> CONNECTION AND PERMANENT BRACING INFORMATIONIi- II 1 <br /> 6. USE 16d X3.1/2"NAILS TO ATTACH HANGERS TO I <br /> MULTI-PLY GIRDERS OR HEADERS. USE 16d X 1-1/2"NAILS TO <br /> ATTACH HANGERS TO SINGLE-PLY GIRDERS OR HEADERS <br /> I I <br /> 7.TEMPORARY BRACING INFORMATION IS SHOWN ON THE <br /> SCSI-B1 SUMMARY SHEET LOCATED ON THE BACK SIDE OF <br /> 11"X17"LAYOUT OR ENCLOED IN THE JOB PACKAGE. I JQ <br /> 8.THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS I gI k., <br /> PLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLE I 0 , <br /> FOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTS i <br /> WITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. <br /> SE HUS26111 , rt=_ I • <br /> ; 1� <br /> ml <br /> (3)Gi (4)G5 (8�G2 (2)G3 ( G4 I G <br /> MEMBER FASTENERS - c < > < > < Y <br /> 14-16d(Q.t6Y) F7 <br /> UMWir20 A <br /> igF4BER FAL4FR¢- <br /> 6-16d fa tan -'` <br /> - <br /> 0 <br /> fzc T <br /> {{ J <br /> .y;�.f t. - cam lt6TIN[i Fz0 of A <br /> i NE7-0+Y1 <br /> • .--: .7:*-4/ . r Pi-'37" 12 .1,A,,- <br /> M 7 RRRR,2 R r - =EARIN WALL <br /> +,:, ,;• FL-4T4 I z0 o m <br /> h,<...<).4, V7 <br /> LL 474e.r-f' <br /> ABC HIP DETAIL ��?� �s —�-0 <br /> .LArowa"`r,`A`2 TOP VIEW ` mks 13'4)-0"Pvd"�� V' ik. <br /> 4i w/�- _ "° o ~Ok0lik <br /> _ <br /> 41.1■11\- sW ,,..�2, <br /> _� �� z0 _ <br /> ��/') '1 ,z0 RDER TRUSS <br /> 4° UNDERNEATH WALL �, V3 -- -'- 'fz-0 <br /> 1 <br /> IN FLOG SYS—EM <br /> SIDE VIEW � � <br /> NEITE.wP JACKS ARE HIGHER 2X4 GABLE V2 <br /> THAN THE SUB GIRDER LAI RR7 <br /> WCC TIE LAYDGVN LADLE F 2.}l� , ::::-:: __-__ _.......------='==== <br /> _-.r:.. ..1-11-C <br /> IS NAILED ON THE FACE /. <br /> THC�IP,IT VILL . ,iy - <br /> tl, DROP TCS GABLE Q trt _ I <br /> a4 <_ L, ISI <br /> ' F tFcPezp2 El --- .,.2.5'3° r <br /> wP u➢KI•I <br /> F20iil <br /> E2 PLACE L AYDOWN I, <br /> GABLE"EX"HEREI II 11 1! <br /> CONDITION 1 ISA REACTION BETWEEN f2-0 I - iii <br /> 7,000 AND 10,000 LBS WITH A 2-PLY GIRDER. E z (5)C C L 111 <br /> CONDITION 2 IS A REACTION BETWEEN V <br /> II r'l <br /> 7,000 AND 10,000 LBS WITH A 3-PLY GIRDER. I DI — —',4CONDITION 3 ISA REACTION GREATER THAN 10,000 LBS. <br /> --T.' <br /> 110.11111111. uI 2w A Ir <br /> ®SYMBOL INDICATES CONCENTRATED D •i. �____ lit <br /> POINT LOAD GREATER THAN 7000 LBS. ***GREEN GARAGE WALLS DROPPED*** I 1 <br /> .J► SEE TRUSS DRAWING FOR REACTI❑N, 8-1/8"FROM MAIN FLOOR HOUSE PLATE HEIGHT ***PORCH PLATE HEIGHT TO*** <br /> MATCH GARAGE PLATE HEIGHT <br /> 1i1 <br /> I <br /> „...._R_______----iiit AJ'iDMATED Wilma COMFOIIL�lgr! H O L,L,Y B R O O 1-c <br /> SALES REP: G J W O# : T 8 1 2 8 6 <br /> 113IIER1311RtT DUE DATE : 1/26/2018 SCALE : 1"=6 ' 6" <br /> OfTts intri# YOL -NGF IL E I., ID HOMES DSGNR/CHKR: DW / ABC Date : 1/26/2018 10 : 28 <br /> n'QNE 2 3 3 0 OT, I VE R IH = I,i__. TC Live 35 . 00 psf Dur Fac-Lbr : 1 . 15 <br /> PIM r15 7 TC Dead 10 . 00 psf DurFac-Pit : 1 . 15 <br /> Pit 111,414 OROINT O MN <br /> " 1T4 THES'T#JDIA�W! BC Live 0 . 00 psf O. C. Spacing : 21J11'�L�3E� Dead 10 - 00 psf Design Spec :TRUSSBC <br /> #Tr/#Cfg : 59 / 26 <br /> Total 55 . 00 psf <br />