10
12'-4" TRAY 11'-4" CEILING 11'-4" CEILING 11'-4" CEILING 11'-4" CEILING 10'-4" TRAY 10'-0" TRAY 10'-0" TRAY OVERHANGS BY BUILDER DROP GABLE DROP GABLE 24" RECESSED A/H 10'-4" COFFERED CLG A1 A2 A3 A4 A5 A6 A7 H J 1 0A HJ1 0 CJ1 CJ3A CJ5A CJ1 CJ3A CJ5A CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 C1 HJ 6 HJ6 CJ1 CJ3 CJ1 CJ3 CJ1 CJ3 CJ1 CJ3 B5 A16 C3 C4 A15 A14 A13 A12 A8 G1 G2 V2 V4 V6 V7 V2 V4 V5 EJ7A(3) EJ7(11) A9(4) C2(2) EJ4(3) B4(3) B6(3) E2(3) A11(6) A10(2) 70-00-00 10-00 59-10-00 9-04-00 70-00-00 21-02-00 5-10-00 13-00-00 40-00-00 15-04-00 24-08-00 40-00-00 1-06-00 1-06-00 7-00-00 4-06-00 2-02-00 1-06-00 2-08-00 10-00-00 2-08-00 2-08-00 11-00-00 2-04-00 7-00-00 6-08-00 4-02-00 6-00-00 4-10-00 12-08-00 12-04-00 6-08-00 15-00-00 1-06-00 9-02-00 10-00 5-06-00 5-06-00 12-08-00 6-06-00 20-10-00 6-00-00 2-04-00 6-02-00 8-00-00 12'-4" Bearing 14'-0" BEARING 9'-4" BEARING Hatch Legend UPLIFT HGUS26-2 HGUS28-3 0 E BOLTS MODEL 7460 MODEL 0 3485 E 0 4095 D QTY ACCESSORIES 4680 665 J SDS 1/4" x 6" 0 MODEL 1/2" WASHERS MISCELLANEOUS SYMBOL HHUS46 0 QTY 2175 C ROOF TRUSS 1/2" x 8" CARR. BOLTS FLOOR 2175 0 0 H SDS 1/4" x 4-1/2" 1/2" NUTS 4355 3x8 NAIL ON PLATES K SCREWS 895 C QTY 2790 HGUS210-4 C QTY 3x8 NAIL ON PLATES 2 PLY TYP. HTU26-2 L HTU26-2 HGUS26-2 B SPECIAL 1 PLY TYP. N 535 ID HTU28 0 THA422 G HTU26 SIMPSON CONNECTOR SCHEDULE UPLIFT E SDS 1/4" x 3" 1550 MODEL B 0 0 M ID 3235 1/2" WASHERS FLOOR TRUSS C L M 0 1/2" NUTS 0 QTY H QTY 2940 SDS 1/4" x 3" A L SYMBOL MODEL G HGUS28-2 1/2" x 8" CARR. BOLTS MODEL 0 2140 HTU28-2 MODEL 1555 HGUS26-3 HHUS46 0 2155 1855 QTY 2155 THA426 F J HGUS210-4 490 2155 3600 1855 2940 0 3600 LUS24 1555 A* BOLTS 4355 O A G 3695 0 9100 QTY 0 5320 0 MODEL A A 4550 5230 A ROOF TRUSS SDS 1/4" x 4-1/2" 4095 C N J 7460 9100 SEAT PLATES J HTU26-2 HTU26 A* D 3235 G O HGUS26-3 ROOF HTU26 SPECIAL FLOOR TRUSS 0 THAC422 F 2155 SCREWS FLOOR TYP. P ACCESSORIES E 4680 SDS 1/4" x 6" SEAT PLATES CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By ProBuild. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BEARING HEIGHT SCHEDULE 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 305-1301 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By __________________Date_______ ROOF LOADING TCLL: TCDL: BCDL: TOTAL: DURATION: PSF PSF PSF PSF FLOOR LOADING TCLL: TCDL: BCDL: TOTAL: DURATION: PSF PSF PSF PSF VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVAL SOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER 20 50 20 1.25 10 2. REVISIONS: 4. 3. 1.Add AHU Recess (extend bearing wall), Add second Coffer ceiling in foyer 11/04 MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II WIND LOAD 160 MPH WIND IMPORTANCE FACTOR 1.00 TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF PITCH: 5/12 CEILING PITCH: 0/12 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: -- TRUSS SPACING: 24" BUILDING CODE: FRC2014 55 5 40 1.00 10 Caribbean Village CITY: Venice --- SCALE: MODEL: ADDRESS: PLAN DATE: SUBDIVISION: JOB # : 1983 - Elev B/D-LH 1/4"=1'-0" Arch D DRAWN BY: BUILDER: DATE: Master PROJECT: D. Allen 07/07/15 LOT / BLOCK: 1983 --- 10/28/14 DR. Horton
