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13-240-026DL REACTION: 678 LB LL REACTION: 543 LB NET UPLIFT REACTION: 1,050 LB [I]DL REACTION: 1,630 LB LL REACTION: 1,310 LB NET UPLIFT REACTION: 2,230 PREFAB. WD TRUSSES 0 24" (BY DELEGATED ENGINEER) (TYP.) PLYWOOD SHEATHING (REFER TO NOTE 2) (TYP.) 1❑ DL REACTION: 1,750 LB LL REACTION: 1,400 LB NET UPLIFT REACTION: 2,270 LB PREFAB. WD JACK TRUSS GIRDER (BY DELEGATED ENGINEER) (TYP.) PRE -- FABRICATED WOOD TRUSSES: 1. SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE (T.P.I.), LATEST EDITION. TRUSSES TO BE ERECTED FOLLOWING THE GUIDELINES OF THE WTCA & T.P.I. PUBLICATION BCSI 131 -11. SUBMIT LAYOUT PLAN AND INDIVIDUAL DRAWINGS FOR EACH DIFFERENT TRUSS, SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER, FOR APPROVAL BY STRUCTURAL ENGINEER PRIOR TO FABRICATION. 2. PROVIDE J" PLYWOOD SHEATHING OVER ALL TRUSSES SPACED AS SHOWN ON PLANS. PLYWOOD CLASSIFICATION SHALL BE "C" OR BETTER AND THE EXPOSURE SHALL BE EXTERIOR. INSTALL PANELS STRENGTH DIRECTION PERPENDICULAR TO TRUSSES. 3. NAILING REQUIREMENTS: NAIL TYPES: RING SHANK NAIL SIZE: 8d NAILS NAIL SPACING: 4" O.C. AT PANEL EDGES; 6" ELSEWHERE 4. XO INDICATES WOOD CONNECTOR. REFER TO SCHEDULE. F 11 PROVIDE (2) 30 "x30" #5 CORNER BARS AT OUTSIDE OF TIE BEAM (TYP. AT EA. CORNER) —12I DL REACTION: 247 LB TB 1 LL REACTION: 197 LB NET UPLIFT REACTION: 482 LB so II N II II I II REFAB. WD JACK TRUSS 0 24" (BY DELEGATED ENGINEER) (TYP.) IREFAB. WDIRUSS GIRDER (BY DELEGATII D ENGINEER 20 DL REACTION: 488 LB LL REACTION: 390 LB NET UPLIFT REACTION: 850 LB II II I I I 7 C6 II II II II I I 12" 2j „I I 11/53.0 I MIN. 2x4 BOTT. CHORD BRACING (BY DELEGATED ENGINEER) (MIN. 2 ROWS) w I I I I (TYP.) (TYP.) II f II II I I r I 6 -2 — — — — 11-2 -^ ml I (EL +11 –0” EL. 11' 0") - I I I I o N I I p x F i I 12 CA 9/53.1 1 1 _.. --�2„ m +J N WI TB –1 PIREFAB. WD LRUSS GIRDER (BY D (EL. +1 ' 9') WD 3x8 © 16 T__ — — --- - - - — — — — — — — — — M RAKED BEAM RB -1 B-2 \ EL. +11' -0 ") rn Il M * II Q DL REAC TIO : 250 LB LL REACTION, 200 B I I NEI UPLIFT EACTI N: 325 LB— c,4 ~ � T L I T TB -2 B -1 N TB 2 0 RE CTION: 300 L REACTION: 240 NET UPLIFT RE : 430 LB-- I M^ I F (2) 3x8 5 1 S3.1 0606 ►•w • • •r••• 8009 _ r • w • BEAM SCH EDU LE INOA REINFORCING STIRRUPS MARK MARK TOP ELEV, SIZE d" REMARKS LATERAL LOAD UPLIFT DOWN PARALLEL PERPENDICULAR BOT. CONT. TOP CONT. MID CONT. SIZE SPACING -- TB -1 +11'-0" U.N.O. ON Sgtxl 2 (2) #5 (2) #5 – #3 AT 12 DROP TIE BEAM AT OPENINGS; PLAN 2� META12 11473.17 1,450 -- 340 REFER TO 7/S3.1 TB -2 +11' -0" *8 "x28" (2) #5 (2) #5 5,595 #3 AT 13" *REFER TO 1/S3.1 E(1) FACE (4) 4 "x2j" SDS SCREWS (OR EQUIV.) INTO TRUSS. 4❑ RB -1 VARIES 8 92x12" (2) #5 (2) #5 – #3 AT 12" – (4) 1"x1j" SDS SCREWS (OR EQUIV.) INTO TRUSS Q HTSM16 11473.11 B -1 +11' -0" 8 9px34" (2) #6 (2) #5 #3 AT 15" – (8) 10d NAILS INTO TRUSS © E(1) F#5 10456.30 775 --- B -2 *VARIES 8 "x12" (2) #5 (2) #5 – #3 AT 5" *REFER TO PLAN WOOD CONNECTOR SCHEDULE INOA CONNECTOR ALLOWABLE LOAD VALUES (LBS) MARK DESCRIPTION # /FL # NAIL SIZE do QUANTITY LATERAL LOAD LATERAL LOAD UPLIFT DOWN PARALLEL PERPENDICULAR 0 MGT 1 1470.7 3,296 -- - - 22 10d NAILS INTO DBL TRUSS J" O HILTI HIT ICE /HIT HY150 (OR EQUIV.) EMBED. 5" 2� META12 11473.17 1,450 -- 340 725 (7) 10dx1j" NAILS INTO TRUSS ❑ LGUM26 -2 -SDS 11473.12 1,430 5,595 - _ (4) "X4" TITEN HD ANCHORS (OR EQUIV.) INTO CONC. (4) 4 "x2j" SDS SCREWS (OR EQUIV.) INTO TRUSS. 4❑ HGAM10 11473.6 850 -- 835 918 (4) 4 "x2j" TITEN SCREWS (OR EQUIV.) INTO CONC. (4) 1"x1j" SDS SCREWS (OR EQUIV.) INTO TRUSS Q HTSM16 11473.11 1,175 -- - - (4) 4 "x24" TITEN SCREWS (OR EQUIV.) INTO CONC. (8) 10d NAILS INTO TRUSS © LTS16 10456.30 775 --- - - (6) 10d NAILS INTO EACH TRUSS (12 TOTAL) (ALL 3x8 RAFTERS HALL BE NO. 1 GRADE DL REACTION: 990 LB LL REACTION: 790 LB NET UPLIFT REACTION: 1,150 LB EXIST. PREFAB. WD PREFAB. WD PIGGYBACK TRUSSES 0 24" (F.V.) TRUSSES 0 24" (BY z (TYP.) DELEGATED ENGINEER) (TYP.) 5 D REACTION: 98 L vMi REACTION• 478 92 LB q (AT EAC EXI .TRUSS LOCAT N; ' MAX. SPC.) — DL REACTION: 59 LB a — I LL REACTI LB NET UPLIFT ACTION: 924 LB (' PREFAB. WD PIGGYBACK T SS GIRDER Y DELEGATED ENGINE N � I t\pv L.L DL REACTION: 1,880 LB cD 0 LL REACTION: 1,510 LB NET UPLIFT REACTION: 2,550 LB I IN o 0 — cL B -2 -2 (EL. +10' 6 ") — _F � — (EL. +10'-6") — — — — — — 2 DL REACTION: 627 LB 71 7 7 LL REACTION: 502 LB -I NET UPLIFT REACTION: 1,130 LB \---M DL REACTION: 232 LB LL REACTION: 185 LB NET UPLIFT REACTION: 377 LB 1 w J U U7 U4 .'0 € t I `V e�•••r vino, P :E LUic. �1o. 647.�Q . /ANA L Ekk `' /11111111111` V ONG 'iaLn off W uri Lq Iiu rr� W = M n G f'V ^^^ Z CA uZ irr LZ C .a 1~� = '+P° –.. y.E :C�1N a �OO,o-L CI>D V 3 B E o ul n V W N2 ui z D • c • • • Revisions • •; r y ► �.03/13/13� ► OLr G. 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