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6-0" 6-11 " <br />ROOF FRAMING PLAN (ELEV B. <br />1 /411 = 111-0" <br />HEEL= 4-1/16" <br />PLUMB <br />CUT/ <br />�12" <br />12 <br />5.9 F_ <br />A, 12 <br />2� 01 <br />2X4 <br />LABELED END MARK <br />TRUSS NOTES: <br />THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS <br />ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF <br />TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS <br />MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP <br />DRAWINGS MUST BE REVIEWED AND APPROVED BY <br />DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD <br />PRIOR TO CONSTRUCTION. <br />TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL <br />SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS <br />NECESSARY DUE TO FINAL TRUSS DESIGN OR <br />CALCULATED REACTIONS. ALL MODIFICATION TO BE <br />REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER <br />OF RECORD PRIOR TO CONSTRUCTION. <br />ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE <br />FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE <br />APPROVED BY DESIGN STYLES, INC. PRIOR TO <br />CONSTRUCTION, <br />TYPICAL TRUSS CONNECTORS <br />1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O <br />2, USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME <br />CONNECTIONS. <br />3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO <br />TRUSSES W/ MTS16'S. <br />4. USE HETA20 FOR ROOF TRUSS TO MASONRY <br />CONNECTIONS. <br />5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY <br />CONNECTIONS. <br />6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME <br />CONNECTIONS. <br />7. THE PREVIOUS CONNECTORS APPLY UNLESS <br />OTHERWISE NOTED. <br />8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR <br />OTHER CONNECTIONS. <br />DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE <br />RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS <br />INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. <br />NOTE: <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE <br />CONVENTIONALLY FRAMED. PLEASE REFER TO <br />ENGINEERING PACK FOR DETAILS <br />NOTES: <br />• FLOOR TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR BLOCK <br />WALLS. <br />• FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. <br />• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG <br />BACK LOCATIONS. <br />• SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR <br />WALLS. <br />NOTE: <br />DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS <br />OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR <br />WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT <br />CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 <br />NOTE: <br />MULTI -PLY GIRDER CONNECTION. <br />ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND <br />OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS <br />ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. <br />NOTE: <br />ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY <br />THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE <br />IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN <br />ORDER TO AVOID REPAIRS. <br />COLUMN NOTE: <br />REFER TO FOUNDATION PLAN FOR COLUMN SIZES <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />YJ <br />CJ3 <br />O <br />CJ1 <br />U <br />T <br />U <br />1'-0 5/16" I, 2'4' <br />TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />U <br />CJ1 LO <br />U <br />1'-0 5/16" 1. 2'-0" 2'-0" <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />ATTENTION! <br />j <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -131 <br />30' Span or less 30' to 60' <br />Spreader <br />60 degraes <br />�. .l or less <br />1 112 I 2/3 to 1/2 I <br />line span approx. Ta line r span approx. <br />REFER TO BCSI -131 <br />Truss must be set this way if crane used. <br />Truss is an example, your truss may not match. <br />Insist crane operator sets truss this way. <br />General Notes <br />1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES <br />AND FLAT GIRDERS HAVE THE TOP CHORD <br />PARTIALLY PAINTED GREEN TO BE INSTALLED <br />GREEN SIDE UP. <br />2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS <br />OTHERWISE NOTED. <br />3. ALL TRUSS SPACING IS 24" O.C. UNLESS <br />OTHERWISE NOTED. <br />4. PER TRUSS PLATE INSTITUTE BCSI-B1 <br />RECOMMENDATION PERMANENT X-BRACING <br />SHOULD BE PLACED AT A MAXIMUM SPACING 15' <br />O.C. ACROSS THE SPAN, TO BE REPEATED AT A <br />MAXIMUM OF 20' BETWEEN EACH X-BRACE <br />THROUGHOUT THE STRUCTURE. <br />PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL <br />BRACING DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL <br />= 20 <br />PSF <br />TCDL <br />= 7 <br />PSF <br />BCLL <br />PSF <br />BCDL <br />= 10 <br />PSF <br />TOTAL <br />= 37 <br />PSF <br />DURATION <br />= 1.25 <br />% <br />WIND SPD/TYPE = <br />145 <br />ENCLOSED <br />BLDG EXPOSURE <br />= C <br />USAGE = RESIDENTIAL CAT <br />II <br />WIND IMPORTANCE <br />FACTOR = <br />1 <br />UPLIFTS BASED ON <br />= 9.2 <br />PSF <br />DESIGN CRITERIA <br />FDC 2020 <br />TPI 2014 <br />Truss member design & connector plates <br />are designed for ASCE 7-16 and maximum <br />forces from both components and claddings <br />and main wind force resisting systems. <br />* These trusses have been reviewed to carry an <br />additional 10# psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />(51-011 <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />Created from BID 6312288A AS <br />8/6/2D15 <br />RA01 <br />REV. ENTRY & ADD HIP @ REAR SHM <br />9/18/15 <br />RB01 <br />Add Vaulted ceiling in Great rm, AS <br />Din!n rm Kitchen Fo er&Ent <br />12/29/2016 <br />RB01 <br />LC9 AND FBC2017 HAB <br />12/07/2017 <br />RC01 <br />RE-CALC A7G B.C. AS <br />7/23/2019 <br />RD01 <br />LCA JTH <br />1/4/21 <br />LOAD# DESCRIPTION INIT. DATE <br />alts revision block for alts only. <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONEI <br />(800) 959-8806 <br />FAX1 <br />(863) 294-2488 <br />BUILDER : LENNAR HOMES <br />PROJECT: <br />MODEL : 1450 <br />CCA PROJ/MODEL/ALT <br />7A2 / 1450P 1325 <br />ALT DESC: <br />OTC : <br />LOT 1331 BLOCK 40 <br />DESIGNER <br />DATE <br />08/06/2015 <br />LAN# <br />N321594L <br />PAGE <br />n <br />SCALE <br />1 /4 It= 1' <br />1 -. <br />M <br />N <br />et' <br />co <br />LO <br />1141, � <br />y y . -.. `Jr` 77 <br />LO <br />e 4 �j 4` ° <br />C3 <br />00 <br />® , y— e ® <br />LO <br />� <br />'a RO 5 s05' <br />LU <br />O <br />w <br />0 <br />z <br />V) 0 LO - , <br />0 <br />W L '> N . 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(.C) <br />Q <br />O <br />%. <br />— C�1 <br />v <br />gWo <br />z LL <br />z <br />a <br />�z <br />3C <br />Z <br />F< <br />U <br />0 O <br />W <br />Z <br />¢ <br />z <br />z <br />w <br />W <br />J <br />N <br />O <br />O <br />LAST PLOT DATE <br />■ <br />May 8, 2023 <br />Z <br />ROOF FRAMING <br />PLANS B <br />