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HomeMy WebLinkAboutFloor Truss LayoutTHE 0 MARK/TRUSS LABEL REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING I Q M OVERFRAME HAND ww a a C7 w w w a FRAMING TO I w w w w A A w w w w w w w w w w 2ND FLOOR LEVEL FGOS 4" ' 4" 4" ' 4" ' 4" ' T' ' 4" 4" ' 4" _ ' 4" 1' 8" 1' 4' = N v d d 0 FLOOR EIYI j W BUILDER O S r iI n ■ 1'4" '4" 1'4" 1 1'4' 1'4 1'4 1'4 V4 1'4 1'4 1'4 1'4 V4 d d d ti B FG04 n POST REQ'D C 00 0 o C o =� ..., I•sv_-''. -. ii, _ _.t . -.1� -�v� .z;`r' +.. <`3s J FF _ J ry r _ FG06 0 IE C Op h� Q D C ©L C C © )( 79 2 PLY 16" S fO I BY OTHERS X 16'-0" LVL c iV $ I POST '. _ POST ■ ■ ■ a 18 N I.._.. I & CAP c ". & CAP M _ I REQ'D 'n m REQ'D I © ocw Q 0❑ . FG10 M 2 PLY LEDGER N TOP AT 9'4 — CM — -- - - " N (TYPICAL) Quantum Engineering Associates Inc. THE, REVIEW AND APPROVAL OF THESE DRAWINGS S STRICTLY -FOR TRUSS SHOP DRAWINGS COMPLIANCE WITH ROOF PLAN GEOMERTY AND DOES NOT RELIEVE THE TRUSS FABRICATOR OF HIS RESPONSIBILITY FOR CONFORMANCE WITH THE ENGINEER'S TRUSS LAYOUT. THE TRUSS FABRICATOR IS RESPONSIBLE FOR NOTIFYING THE GENERAL CONTRACTOR IN WRITING OF ANY DEVIATION FROM THE ENGINEER'S LAYOUT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND RESOLVING ANY INCON- SISTENCIES BETWEEN THE TRUSS SHOP DRAWINGS AND ANY OTHER APPLICABLE TRADE INCLUDING ARCHITECTUAL, STRUCTURAL AND MECHANICAL. ALL RESPONSIBILITIES SHALL CONFORM WITH ANSI I TPI I WTCA 4 2002 ❑ APPROVED; NO EXCEPTIONS TAKEN APPROVED WITH COMMENTS NOTED ❑ REVISE AS OTED; RESUBMIT ❑ REJECTE COMMENTS AS NOTED BY DATE 1 1 2' O" 12' 4" 2' 4" 14' 4" 11' 9 3 4" 14' 111 4" ' , -' 5791, d- 1 FLOOR TRUSS LAYOUT i BRG. @ 8-0" BRG. @ 9-4 C co FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD TYPICAL END DETAIL LOADING RDOF R11OR WIND LOAD S1M HANGER S1M HANGER DPAWN SAE FEV DATE 8Y It that above conditions have been reviewed 8 are acceptable for e eunderstood&area toverhangs, APPROVED NOTED FEMSE& FESUBMIT ❑ ❑ BUILDER WN BUILDERS Q LIVE LOAD 6 � 40 ASE 7-10 2 - J.JS4 - - - 1 06/ 10/ 13 SE = CHANCE & LOADING 2 06/17/— g FF37NT BALOONY & EiVTRY DEAD LOAD 15 20 170 MPH ®2 - THD26 - - DATE 04/ 12/ 13 elevatbhe os,pRohes,on — fascias,ceifing ❑ ® ❑� JOB NAME URNS RESIDENCE = A-1 ROOF F LIVE LOAD 10" 0 CATE30RY I I © 21 - JUS46 J - - S`I%LE N.T.S. 3 —/—/— -* -' elevations/pitches, bearing = TRUSSES Psondini ngs & all detail to this truss placememeent plan. No back n charges will be accepted without previous written ® B`F DATE A FLORIDA CORPORATION DEAD LOAD 10 5 E»7S.JRE D ® 2 - HD461F � # r�r�2 4 —/—/— Address LOT 1, NETTLES ISLAND JULIUS LEE P.E. TOTAL LOAD 5 0 65 CODE © 4 - THD26-2 - - - 5 —/—/-- * * pLIRAT10N FA 1.25 1.00 FEC - 2010 -�pl _ 2007 ©- - - BY orn ff `�'/� 6 —/—I— -* - COUNTY �ST. LUCI E 1109 COASTAL BAY BOYNTONP 33435 approval from an A-1 Roof Trusses representative. Ph 772-409-1010 / Fax 772-409-1020 hCp:/Awnv.aftruss.com E.#034 69 241 Lo THE 0 MARK/TRUSS LABEL REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING i Cn •. Pf ems-. ,�-i o 0 0 o a o N 0 a0 0 D\ 0 O H N en d' u] .D 1 \s u u d CJ3 5101. 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2, 0" 2' 0" j FLOOR BY BUILDER I� l 5' 5' 10 CJ3 7f IW2 I 1 h 12 E i N �Jl U 6 0 ®iI v4 CO2G `v. J5 ij h 1 u B06 5'0" I B05 o [� Q3 - - 5. ' r N B04 - 7.75/12 - -= - - - - -� - - - Cfl Mm VAULT• ---- \B03 - j -- - - - - - - c N BMWB02 BRG. @ 17'-10" 18' 61 2" If 2' 0" I 11.8.. 1. 3' 0" Q LIVE LOAD PKr 1 40 1 ASM 7-10 2 - JJS26 DEAD LOAD 15 20 170 MPH ®- - LIVE LOAD 10* 0 CATMORY I I- DMD LOAD 10 5 E(PS0SURE D - - JULIUS LEE P.E. 1109 COASTAL BAY BOYNTON BEACH, FL 33435 FL P.E.# 34869 TOTAL LOAD 5 65 ODE © - - - FB - 2010 TPI - 2007 DURATION FACTOR1.25 1.00 4" UPPER ROOF LAYOUT FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD HANG DRAWN SAE DATE BY DE9MPIION It Is understood that above conditions have been reviewed & are acceptable for the fabrication at trusses, alevations,pit cei overhangs, fascias,eeifing elevations/pitches, bearing conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written approval from an A-1 Roof Trusses representative. ❑ APPk7V®ASNOi137 ❑ f�105 8 Fr9JE3fv11T ❑ APPRCA® ❑ MECTED FEABNED BY DATE DATE 04/ 12/ 13 2 06/ 17/ 13 SE F CNT BAUJDNY & E fIRY - - - VALE N.T.S 3 —/—/— - - - 4 JOB # 55992 _ - - 5 —/—/— > . BYOTHEF M/FJ. 6 —/—/— -" Quarifum F- A Engineering Associates Inc. THE REVIEW AND APPROVAL OF THESE DRAWINGS S STRICTLY FOR TRUSS SHOP DRAWINGS COMPLIANCE WITH ROOF PLAN GEOMERTY AND DOES NOT RELIEVE THE TRUSS FABRICATOR OF HIS RESPONSIBILITY FOR CONFORMANCE WITH THE ENGINEER'S TRUSS LAYOUT. THE TRUSS FABRICATOR IS RESPONSIBLE FOR NOTIFYING THE GENERAL CONTRACTOR IN WRITING OF ANY DEVIATION FROM THE ENGINEER'S LAYOUT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND RESOLVING ANY INCON- SISTENCIES BETWEEN THE TRUSS SHOP DRAWINGS AND ANY OTHER APPLICABLE TRADE INCLUDING ARCHITECTUAL, STRUCTURAL AND MECHANICAL. ALL RESPONSIBILITIES SHALL CONFORM WITH ANSI / TPI / WTCA 4 - 2002 0 APPROVED; NO EXCEPTIONS TAKEN * APPROVED WITH COMMENTS NOTED 0 REVISE 7STED; RESUBMIT 0 REJECTMMENTS AS NOTED BY DATE 6�r El 1 3F-__5v TYPICAL END DETAIL BUILDER JWN BUILDERS JOB NAME BURNS RESIDENCE = A-1 ROOF A#=TRUSSES Address LOT 1, NETTLES ISLAND A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1020 COUNTY T. LUCIE hNp:/Avww.attruss.com