A A A A A A A A LG1 LG2 A1 A2 A3 A4 A5 A6 A7 H J 1 0 H J10A CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1A CJ3A CJ5A CJ1 CJ3 CJ5 B1 B2 B3 H J7 H J 7 CJ1 CJ3 CJ1 CJ3 CJ1 CJ3 CJ1 CJ3 C1 HJ7 H J7 CJ1 CJ3 CJ1 CJ3 CJ1 CJ3 CJ1 CJ3 D1 H J 1 0 H J 1 0 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 E1 HJ4 HJ4 EJ3 CJ1 CJ1 EJ3 CJ1 CJ1 A15 A14 A13 A12 A11 A10 V4A V6A V2A V4A V6A V2 V4 V6 E2(2) EJ5(6) EJ5(3) B4(2) A8(6) EJ7(9) EJ7A(5) D2(2) EJ7(2) C3(4) C2(2) 60-00-00 8-08-00 1-04-00 70-00-00 4-00-00 56-00-00 10-00-00 70-00-00 13-04-00 6-08-00 20-00-00 40-00-00 16-00-00 24-00-00 40-00-00 6-08-00 3-00-00 5-00-00 1-04-00 5-00-00 1-04-00 8-00 7-00-00 1-00-00 7-00-00 MODEL G THA422 8 1550 SIMPSON CONNECTOR SCHEDULE J 1415 / 2245 ACCESSORIES B 4310 / 4680 0 M 1/2" NUTS 0 C ID 0 UPLIFT HTU26 SDS 1/4" x 3" E M L 7460 MODEL MODEL BOLTS 0 4095 D 0 E H 3x8 NAIL ON PLATES 5230 K 0 SDS 1/4" x 6" 1/2" WASHERS 0 MODEL QTY MISCELLANEOUS UPLIFT 0 1530 / 3485 E 0 HGUS26-2 HGUS28-3 HTU28-2 4310 / 4680 D D 0 1530 / 3485 B 3895 / 4680 B 0 1235 / 2140 HTU28 7460 F F HGUS28-3 3235 0 HGUS28-2 H 3235 0 H 7460 QTY SCREWS HTU26-2 C 2790 895 QTY C HGUS210-4 2 PLY TYP. 3x8 NAIL ON PLATES 3235 0 1/2" WASHERS FLOOR TRUSS HTU26-2 L 1 PLY TYP. N 490 A* A* 895 HGUS26-2 B 0 LUS24 HTU28 ID N/A 0 HHUS46 SDS 1/4" x 3" A 1250 / 1555 2155 HGUS26-3 QTY 3200 / 3600 MODEL QTY H ROOF HGUS26-3 G HGUS28-2 MODEL 1/2" x 8" CARR. BOLTS HTU28-2 0 1235 / 2140 MODEL QTY J HGUS210-4 2155 N/A THA426 F 2155 490 3200 / 3600 0 N/A 3600 A 5320 1415 / 2245 O G L SYMBOL 0 A MODEL 9100 QTY 5320 3600 LUS24 1250 / 1555 0 0 A* BOLTS 7460 C 1515 / 2175 9100 HTU26-2 SEAT PLATES J HTU26 A* D 3235 0 HHUS46 SYMBOL SDS 1/4" x 4-1/2" 1/2" NUTS 1515 / 2175 FLOOR QTY 1/2" x 8" CARR. BOLTS ROOF TRUSS SDS 1/4" x 6" SEAT PLATES SPECIAL SCREWS FLOOR TRUSS HTU26 0 O G 3895 / 4680 E FLOOR TYP. ACCESSORIES A ROOF TRUSS J 5230 2435 / 2245 A F 2155 THAC422 C 4095 N SDS 1/4" x 4-1/2" 13'-2" BEARING 9'-4" BEARING Hatch Legend 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. 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 # : 1804 A RH 1/4"=1'-0" DRAWN BY: BUILDER: DATE: Master PROJECT: D. Allen 10/22/15 LOT / BLOCK: . --- 01/30/13 DR. Horton