DROP GABLE DROP GABLE STRUCTURAL FASCIA CANTELIVER EXPOSED TO WIND 9'-4' FLAT CEILING U:2254 U:2254 9'-4' FLAT CEILING 9'-4' FLAT CEILING 9'-4' FLAT CEILING 9'-4' FLAT CEILING 9'-4' FLAT CEILING 9'-4' FLAT CEILING 9'-4' FLAT CEILING EXPOSED TO WIND U:1125 U:1111 U:1103 U:1076 U:1043 U:1027 U:1061 U:1095 U:1056 U:1053 U:1052 U:1125 U:1111 U:1103 U:1076 U:1043 U:1027 U:1061 U:1095 U:1056 U:1066 U:1096 U:1118 U:1310 U:1173 U:1173 U:1133 U:1225 A* A* D1 H J 1 0 H J10 EJ7 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 EJ7 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 D2 A16 A15 A14 A13 A12 A11 H J 1 0 H J10 EJ7 EJ7A EJ7A EJ7A EJ7A EJ7A CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 EJ7 EJ7 EJ7 EJ7 EJ7A EJ7A CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 EJ7A A10 A10 A10 A10 A9 A8 B1 H J10 H J10 EJ7 EJ7 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 EJ7 EJ7 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 B2 B3 B4 B5 A3 A4 A5 A6 C1 C2 C3 C4 H J 3 CJ1 EJ3 EJ3 EJ3 A1 H J5 HJ 5 EJ5 CJ1 CJ3 CJ1 CJ3 EJ5 CJ1 CJ3 CJ1 CJ3 EJ5 A2 A2 EJ3 EJ3 M2 M1 CJ1 V6 V10 V14 V2 V3 V2 V3 10-00-00 9-00-00 45-00-00 10-00-00 64-00-00 12-08-00 5-04-00 20-00-00 38-00-00 8-00-00 16-00-00 14-00-00 38-00-00 56-00-00 2-00-00 1-06-08 2-00-00 2-00-00 1-05-08 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 7-00-00 7-00-00 2-00-00 1-00-00 7-00-00 2-00-00 1-10-08 2-00-00 2-00-00 2-00-00 2-00-00 3-00-00 6-08-00 1-04-00 11-00-00 9-00-00 Hatch Legend 9'-4" BRG. HT. 8'-0" BRG. HT. ALL LANAI'S AND ENTRIES ARE DESIGNED "PARTIALLY ENCLOSED" 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. Temporay and Permanent Bracing, And Ceiling And Roof Diaphram Connections. HARDWARE FLOOR NONE BEARING HEIGHT SCHEDULE 516 6th Ave. East Bradenton, FL 34208 Ph. (941) 746-2161 Fax (941) 306-4762 REVISIONS: 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_______ NOTES: 1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS. 2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY. 3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTED OTHERWISE. 4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE. 5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS. 6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE. CERTIFIED PLANT Truss Technician ProBuild East 11212 ProBuild East TTT Level III TM MIKE DAVIS ROOF <A*> LUS24 = 2 TOP CHORD: 2x4 OVERHANG: SQ. OR PLB. CUT: 5/12 ROOF PITCH: 1'-4" PLUMB BUILDER: DR HORTON COUNTY: . DRAWN BY: DAN WOODY ENG BY: DAN WOODY SUB: . MODEL: 1554 B RH ADDRESS: . SCALE: 1/4" = 1' LOT: . JOB# 1554 B RH DATE: 09/17/15 PROJECT: MASTER ROOF LOADING TCLL: 20 PSF TCDL: 20 PSF BCDL: 10 PSF TOTAL: 50 PSF DURATION: 1.25 5 PSF TCDL + 5 PSF BCDL USED TO RESIST UPLIFT FLOOR LOADING TCLL: 40 PSF TCDL: 10 PSF BCDL: 5 PSF TOTAL: 55 PSF DURATION: 1.00 SPACING: 16" O.C. DEPTH: 24" DEEP MWFRS(Directional)/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