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388 11th ST - REVISED DRAWINGS002 U C • � r 1 C V LLO W C*4 IM E LLO W rn J O Z E 0) 0 0 w N N :3 NLIJ ?� SEE DETAIL"F"ON S-0 FOR BRACKET SHED x cn v ROOF FRAMING(TYP.) LU N HTS24 AT TRUSS — — — - - — - - - - — - - — — — — co ii IAA Q N co 3 � � 24 AT (I III Q o IIII Ili: B M CDLu Lu LL LL Lu w LL ui Lu LL w 011BLOCK BET EEN ' ''I IMc F30 TRUSSES OVER SHEA ALL J08III I (SEE DETAIL"E" S� o I ILII III II . . D (III S-9 II IN.(3)Y4'x 4Y"SDS SCREWS I) I REQUIRED INTO FLOOR TRUSSES III IIII III I� ' (6)SCREWS TOTAL III o FLORIDA C.A. NUMBER:25846 co 0 '� .... _ F28III fII ```t,�.'J.JAcf) ,'rrrr r rr rr p z i 2x10 LEDGER ATTACHED TO III ����'�� t E V`S �f��,'' W . II (D , i TRUSS w/(3)Y"x 4Y"SDS SCREWS = * s ANO 7 6�2�` v co LIJ IIII III II (MAX 24"O.C.SPACING) + m w -4'a I I 3 �G031'J TATE OFA I ""' III BEAM SCHEDULE ' IIII � III NSTALL 2x_LEDGER l 11 —� IIII III BEAMLD. BEAMSPECIFICATtONS o '��,,�`"'��iil_ ,.j`' F29FRAMING w/(3)0.131"x 3" III c NAILS @ 16"O.C.FOR BM1 (2)1%"x 16"2.0E 3100 LVL ca 09-19-17 IIII III JESSE J.JANNETTE,PE T NAILING (II BM2 (3)1%"x 16"2.0E 3100 Fb LVL FL PE No.78623 III _ - _ = = - = - FTG03 = = = = C OMMENTS: —..—.—. —. —.. rn III � III ca L II O II 0- F27 TRUSS CONNECTORS o II III " III III II III TRUSS ID LEFT INTERMEDIATE RIGHT (2)HTS24 III o AT TRUSS III H03 HTS24 (2)HTS24 '� III III III ccu o II II I I I ALL OTHER TRUSSES(ROOF) H2.5T OR H2.5T OR H2.5T OR II III III SDWC 15600 SDWC 15600 SDWC 15600 NOTE: I) II III II III 1)ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD co III UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS SHALL BE DISREGARDED c III NSTALL 2x_LEDGER III lip III ATTACHED TO WALL G09III 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER co DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR APPROVAL BY THE ENGINEER OF RECORD AND THE _ FloIII III cu 00 W-4fe"%ol, NAILS @ 16"O.C.FOR CONTRACTOR II III I PORCH CEILING EDGE III 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR uoi BLOCK BETWEEN IIIF26 III APPROVAL OF THE ENGINEER OF RECORD TRUSSES OVER SHEARWALL II III II III 4)REFER TO MANUFACTURER'S INSTALLATION DETAILS WHEN USING SDWC SCREWS � (SEE DETAIL"E"ON S-9) o NOTE: III III III UNDERSIDE OF FLOOR IIIF26 III II III 5)RAI`3ED HEEL TRUSSES(DEFINED AS HEEL HEIGHT GREATER THAN 6") ASSEMBLY TO BE REQUIRE SPECIAL CONNECTION DETAILS.REFER TO DETAIL"AA"ON SHEET SD-3 FIRE-RESISTANCE RATED III III cu C6 I III ca PER FBC-R501.3 III III I III m CD ................ ..: . rte____F2s : II :.. : II . ............ - .............. II III ............. FTG05 JI . .......... ............... II III po ............... * c : ... ........... v� Bf OCK BETWEEN : . c� TRUSSES OVER SHEARWALL ..,.. ..... .... L (SEE DE#'AIL"E"ON S-9) o c .... L Q1 Q V♦ O W I,–,-----PREFAB FALSE BALCONY ROVIDE SHOP DRAWINGS c = W FOR REVIEW E u�i . ... .. U Lf CIO V♦ LL LL LL LL LL LL LL LL L4 LL LL LL LL �, �-+ r r— C.� = Go a M Li w Go o o U a aD c JOBNUMBER: COUNTY: Lu 17-1278 DUVAL m D Y4"=1'-0"(U.O.N.) N DO NOT SCALE THIS DRAWING = ELEASE DATE: REVISION C 08.21.17 c 19• SP# LOWER ROOF LAYOUT DATE !a 1,�,A ! c �, DRAWN BY CMF SIGNED / 1 p) HECKEDBY: L u TITLE: 0' LOWER ROOF LAYOUT 0 = SHEET: Q REVISED FOR TRUSS CHANGE ti 0S �5 N