10'-0" CEILING EXPOSED TO WIND EXPOSED TO WIND 11'-0" CEILING 11'-0" CEILING STEP OVER AHU U:1052 U:1658 U:1361 U:1557 U:1557 LOADED FOR HEADER NON BEARING HEADER LOADED FOR HEADER NON BEARING HEADER STAIR OPENING 9'-4" CEILING HT. 9'-4" CEILING HT. 9'-4" CEILING HT. 9'-4" CEILING HT. 9'-4" CEILING HT. 1 0 '- 4" TRAY CE ILING H T. 10'-0"" CEILING HT. EXPOSED TO WIND 10'-0"" CEILING HT. 10'-0"" CEILING HT. 10'-0"" CEILING HT. 10'-0"" CEILING HT. 11'-0"" CEILING HT. U:1577 U:1200 U:1200 U:1200 U:1200 U:1200 U:1200 U:1200 U:1200 U:1200 U:1200 U:1200 U:1200 U:1200 U:1200 U:1121 U:1016 U:1180 U:1779 U:1335 U:1959 S S S S S S C P A A A C A A A A* A* A* A* A A A A C C LEDGER BY BUILDER LEDGER BY BUILDER FT1 FT2 FT2A FT2A FT2A FT2A FT2A FT2A FT2A FT3 FT3 FT3 FT3 FT3 FT4 FT5 A01A A02A A03A A04A H7A EJ7A EJ7A EJ7A EJ7A EJ7A EJ7A EJ7 C1 C3 EJ7C C1 C3 C5B B04 B03 B02 H7 EJ7 C1 C3 EJ7B C1 C3 C5A EJ7 CJ6A C04 H3 C1 C3 E3 E3 E3 H3 C1 C3 E3 E3 E3 E3 C1 C3 C1 C3 C02 C01 FG1 C03 H5 C3A C3A E3A E3A E3A E3A H5 E3A E3A E3A B01 A20 D03 D02 D01 H9 C1 C3 C5 C1 C3 C5 EJ7 EJ7 EJ7 EJ7 A19 A18 A17 A16 A15 A13 A13 A13 A13 E3A K01 K02 K03 K04 H7 H7 EJ7 EJ7 EJ7 EJ7 EJ7 C1 C3 EJ7B C1 C3 C5A EJ7 EJ7 EJ7 EJ7 EJ7 C1 C3 EJ7B C1 C3 C5A EJ7 FG2 FG3 L01 L02 L01 P01 P01 P01 P01 P01 P01 P02 P03 P04 R02 H J 8 A HJ8B EJ5 EJ5 C1 C3 C1 C3 EJ5 EJ5 C1 C3 C1 C3 EJ5 Q07 Q05 HJ10A EJ7D EJ7D C1 C3 CJ5 C1 C3 CJ5A EJ7 EJ7D EJ7D EJ7 EJ7 Q06 Q04 HJ10B H J 1 0 B EJ7F EJ7F C1 C3 CJ5A C1 C3 CJ5A EJ7F EJ7F C1 C3 CJ5A C1 C3 CJ5A EJ7F Q03 Q03 Q03 Q02 Q01 Q01 Q01 R01 FM1 V3 V5 V3 V5 V3 V5 10-08-00 10-08-00 18-08-00 10-00-00 50-00-00 8-00 3-00-00 69-00-00 2-00-00 71-00-00 2-00-00 8-04-00 4-05-00 12-06-00 14-08-00 2-00-00 11-10-00 2-00-00 14-04-00 2-00-00 2-00-00 2-00-00 1-05-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-00-00 5-04-00 1-00-00 3-11-00 1-00-00 1-02-08 1-02-08 39-04-00 52-05-00 2-00-00 3-09-13 5-09-08 5-09-08 2-00-00 2-00-00 2-00-00 2-00-00 1-02-08 6-00-00 6-00-00 2-00-00 10-02-00 2-00-00 14-08-00 2-00-00 4-06-00 19-00-00 35-08-00 8-00-00 31-00-00 30-10-00 24-02-00 20-04-00 1-02-08 75-04-00 4-10-00 3-04-00 2-00-00 2-00-00 11-15 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 12-01-08 5-09-08 2-00-00 2-00-00 2-00-00 2-01-08 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 1-10-08 1-05-00 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 5-09-08 1-03-08 19-00-00 1-02-08 1-02-08 1-02-08 1-02-04 1-02-08 3-09-08 4-10-00 5-09-08 2-00-00 1-02-08 19-04-00 1-00-08 3-09-08 1-02-08 24-02-00 1-02-08 19-04-00 1-02-08 1-02-08 31-00-00 1-02-08 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-05-00 2-00-00 2-00-00 2-00-00 2-00-00 5-09-08 5-09-08 2-00-00 14-04-00 16-08-00 9-08 2-00-00 2-00-00 1-00-00 2-00-00 1-02-08 14-03-00 3-04-00 36-07-08 50-00-00 (1) PLY FLR. TRUSS CORNER HIP HGUS28-3 960 0 G 0 0 9100 0 765 HTU28 0 2385 O Q N/A R HGUS210-4 D B ROOF AND FLOOR TRUSS HANGER SCHEDULE F THJA26 0 SUR210 2435 H HGUS26-2 HTU26 0 0 LUS24 2680 I 0 R HGUS26-3, HGUS28-3 HGUS28-4 SIMILAR 0 7460 3235 CORNER HIP M HTU26, HTU28 HHUS46 (3) PLY N 1250 3410 2155 0 C P 2980 HTU26-2 865 C 1 3235 0 4 765 0 N G 1 HJC26 865 0 N/A 0 4310 / 4680 0 L M 1760 HGUS26-3 L 1250 K 3600 Q 2790 ID 1550 9100 490 1855 1840 0 I 0 1440 0 2940 2940 N/A 1055 0 (1) PLY A E 0 1250 / 1555 QTY/RF 1530 / 3485 0 A* 1855 1440 SYMBOL 2155 SUL26 P THA422, THA426 THAC422 SIMILAR HJC26 3820 A HHUS46 0 0 6 THA422 5320 NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION 895 A* QTY/FL UPLIFT B S 1760 5230 (1) PLY 3265 1515 / 2175 D J 2435 (1) PLY FLR. TRUSS 0 (2) PLY 3 SUL210 MODEL HTU28-2 FLOOR 2245 1235 / 2140 SUR26 LUS24 3820 S 4355 0 2245 O 7460 4355 7460 4095 2245 3895 / 4680 10 HTU26-2, HTU28-2 HGUS26-2, HGUS28-2 725 J THA426 E 0 N/A THJA26 THAC422 1055 0 2245 H F 0 0 ROOF 3200 / 3600 1855 HGUS28-2 7460 K Hatch Legend 14'-0" BEARING 10'-0" BEARING 21'-4" BEARING TILE ROOF COVERING 24" DEEP FLOOR TRUSS 24" O.C. REVISIONS No. DATE NOTES BY 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 BACK CHARGES 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. 6850 Taylor Road Punta Gorda, Fl. 33950 Phone: 941-575-2250 / Fax:941-575-0319 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 NOTE 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 DATE DRAWN 3/7/2016 DATE PRINTED 3/7/2016 MASTER JOB No. WIND LOAD 160 MPH EXPOSURE CATEGORY C OCCUPANCY CATEGORY II IMPORTANCE FACTOR 1.0 WIND DURATION FACTOR 1.60 OPENING CONDITIONS ENCLOSED GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS DESIGN CODE FBC2014/TPI2007 WIND CODE MWFRS (Directional)/C-C HYBRID WIND ASCE 7-10 TRUSS LOADING FLOOR TCLL 40 PSF TCDL 10 PSF BCLL 0 PSF BCDL 5 PSF TOTAL 55 PSF DURATION 1.25 TCDL / TO RESIST UPLIFT 5 PSF BCDL / TO RESIST UPLIFT 5 PSF TRUSS LOADING ROOF PITCH 5/12 CEILING PITCH FLAT TOP CHORD SIZE 2 x 4 MIN. BOTTOM CHORD SIZE 2 x 4 MIN. OVERHANG LENGTH N/A CANTILEVER 1' 2 1/2" END CUT PLUMB FLOOR TRUSS SPACING 24" ROOF TRUSS SPACING 24" ROOF PITCH BUILDER DR Horton PROJECT 3148 M RH MODEL 3148 M ADDRESS -- CITY, STATE --, FL. LOT -- COUNTY -- DRAWN BY D.W. ENG. BY D.W.