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ROOF PLAN NOTES: <br /> 1. TRUSS IDENTIFICATION LABEL LOCATED ON <br /> BOTTOM SIDE OF BOTTOM CHORD <br /> 2. ALL DIMENSIONS ARE IN FEET-INCHES-16THS CONDITION 1 IS A REACTION BETWEEN <br /> 7,000 AND 10,000 LBS WITH A 2-PLY GIRDER. <br /> 3. END OF TRUSS WITH"X"TICK MARK ON THE LAYOUT CONDITION 2 ISA REACTION BETWEEN <br /> CORRESPONDS WITH LEFT END ON TRUSS DRAWING. 7,000 AND 10,000 LBS WITH A 3-PLY GIRDER. <br /> 4. DO NOT MODIFY,CUT,OR REPAIR ANY PORTION OF THE CONDITION 3 IS A REACTION GREATER THAN 10,000 LBS. <br /> TRUSSES WITHOUT APPROVAL FROM ABC TRUSS. WARRANTY <br /> WILL BE VOIDED WITHOUT OFFICIAL DOCUMENTATION. <br /> 5. SEE INDIVIDUAL TRUSS CALL FOR MULTI-PLY GIRDER - * SYMBOL INDICATES CONCENTRATED <br /> CONNECTION AND PERMANENT BRACING INFORMATION P❑INT LEAD GREATER THAN 7000 LBS. <br /> 6. SEE HANGER INSTALLATION GUIDE OR CATALOG FOR SEE TRUSS DRAWING FOR REACTI❑N. <br /> MORE DETAIL ON HANGER ATTACHMENT. <br /> 7. TEMPORARY BRACING INFORMATION IS SHOWN ON THE Too Mote wrlisnr <br /> BCSI-B1 SUMMARY SHEET LOCATED IN THE JOB PACKET. <br /> 8. THE INTENT OF THIS DOCUMENT IS TO SHOW TRUSS <br /> -.....Am <br /> PLACEMENT ONLY. THE CONTRACTOR IS RESPONSIBLE <br /> FOR VERIFYING ALL DIMENSIONS AND WALL HEIGHTS <br /> WITH THE BLUEPRINT PRIOR TO SETTING THE TRUSSES. <br /> 9.BEARINGS DESIGNED FOR A FcPerp VALUE OF 425 FOR ALL BEARINGS. <br /> (UNLESS NOTED OTHERWISE BY A FcPerp:::.:NOTE) <br /> "TOP PLATE OF BEARING WALL DESIGN AND MATERIAL BY OTHERS." Suryrrertin,.J9.x I.M.A'4 44t[4L pogo <br /> t94441m=:l.,..' s-lr. ti.,,..Y+ <br /> 10. SET ALL VALLEY TRUSSES AFTER MAIN ROOF HAS BEEN SHEATHED. 40+JCR 41' 11018 pa <br /> ADJUSTMENT OF SPACING MAY BE REQUIRED. "Of'440.41 parr 22504 <br /> Olt:NI 425 40 <br /> bit:44 6.25•)/ <br /> �HGUS/� S einS26�+ e..ia-4-'•7-= <br /> 48� 1.,-7.;,-7,-r....,-.---„„--1 �USZV�r,�..«awv.1 &.. a25pa <br /> RUINING SUPEQRTJNG .4 2#0 so .v 4 <br /> weeir,lt".. i7L,pil <br /> stassaananam <br /> 36-1e4 tutor it 350'1 '.. I 14-160(DAM <br /> CARRI i: !,..:.:;./ .. CARRIED <br /> MEIIPASTENERS • JJ , MEMBER FASTENERS % ^ H1 <br /> 17-ledID.taT X3501 r 61et1ra.182) >.zio. <br /> - - <br /> • ... . • soon <br /> C_ .431/644 0•**. . <br /> ^c I I <br /> f1 ; A T1.0.1 <br /> I I <br /> a IICfl4=Ulna Nf.Ol3218LlI� II <br /> N8f1.413 ,r• <br /> ij-� E:rf•Oelfe <br /> �)I!` R.Ria +'1;'?i , 4R..5P76 II 12.0 <br /> ' ii•3tOD :?.'' I FL=474 <br /> ._ 205043•N .,> .,r. ' ' FL 3nJ4 II <br /> r w.c 44.14 Mart 1.eae nary 41.4.44,4 WO, II :g Tza' <br /> _ II FLUSH BEAM "ig _ <br /> -::-'2.1 HHUS28-2 -.4:-:-.71-714-. IIsuDPliedbyothers) J <br /> 1 <br /> £Q <br /> Mt rral"".64 i a Nz "ew. -.1 ■ II <br /> ii T2-0' <br /> PLACE 8^SDS SCREWS IN BOTTOM CHORD <br /> SI. ONLY OF"Cr GIRDER TRUSS. v e <br /> -.._ I II •iI 9 I! NAIL P CHORD AND WEBS IN LAYERS. q,'. <br /> T- <br /> �II <<-4/12 VAULT . TM• h I I I SE TRUSS DRAWING IN JOB PACKET. <br /> 11 vis J <br /> °t _ r ,I! ill _ Cl - �® ,b2 <br /> Ri'.e.. =`- 111 ..0 I I I <br /> Tz-0 <br /> ` li 1.. <br /> I i,1 a T2.0 it <br /> _; ' _ <br /> r `": O u! C. I (5)C3 CC A T2 " <br /> III ;I <br /> 12-0 I > <br /> I!! II. I m 120. <br /> 11 I I <br /> ^ '1 I <br /> V <br /> I.. <<- I 4/12 VAULT->> T"4 III I I v <br /> ,-,?-4 ill A ii! 11 7I N r n v B I <br /> R 1L_ _ <br /> I <br /> 441164 <br /> (;g' *"GREEN WALLS AND TOP OF PORCH BEAMS""" <br /> ti rum--y DROPPED 8-1/8"FROM MAIN FLOOR PLATE HEIGHT <br /> CERT IED <br /> r-- ---�- �� Automata)&i ns CCavromori R I VERS = D E • SALES REP : G J W O# TO 1 0 3 5 <br /> iy,ll�111�IKLf DUE DATE : 1/4/2018 SCALE : 1"=7 ' 0" <br /> iffi 43 C 0#110113tTill YOUNGFIELD HOMES DSGNR/CHKP.: DW / ABC Date : 1/4/2018 12 : 17 <br /> Hi 2 3 2 0 OL I VER HILL TC Live 35 . 00 psf Dur Fac-Lbr : 1 . 15 <br /> K71 <br /> rift 1154124015 O R O N O M N TC Dead 10 . 00 psf DurFac-Pit : 1 . 15 <br /> 'SEITMOTlILSfi {u5f�i BC Live 0 . 00 psf O . C . Spacing : 2 <br /> twice BC Dead 10 . 00 psf Design Spec : TPI <br /> TRUSS Ciaarrt ANC <br /> Total 55 . 00 psf #Tr/#Cfg : 72 / 37 <br />