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I E I <br />ROOF FRAMING PLAN (ELEV A. <br />1 /411 = 1'-011 <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />U <br />V-0 5/16" 2'-0" 2'-0" <br />1l, <br />TYPICAL T SETBACK CORNER -SET <br />LABELING AND SPACING <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 CUT BACK 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 />HEEL= 4-1/16" <br />PLUMB <br />CUT <br />APR 08"13 <br />LABELED END MARK V <br />Virtual Review Assist. <br />n4ans Review comp0o'd and apP ro tior <br />franca with the 2+ ?n , rt, ,t, <br />car comp + X'3.; <br />by ilehra <br />HANGER CHART <br />4 = HUS 26 (SIMPSON) <br />d a = LUS24 (SIMPSON) <br />ATTENTION! <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 <br />Spreader <br />60 degrees r <br />�. .l or less 1 <br />r� 1 /2 2/3 to 112 I <br />line span approy. Ta line span appro.. <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-61 FOR ANY ADDITIONAL <br />BRACING DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL = * PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.25 % <br />WIND SPD/TYPE = 140 <br />ENCLOSED <br />BLDG EXPOSURE = C <br />USAGE = RESIDENTIAL CAT II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON = 9.2 PSF <br />DESIGN CRITERIA <br />FBC 2020 <br />TPI 2014 <br />Truss member design & comiector 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 PSF00 <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOWN ON ENGINEERING. <br />I WALL KEY <br />•%/%//%%%/. <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />Created from BID B312288 AS <br />8/6/2015 <br />RA01 <br />REV. ENTRY & ADD HIP @ REAR SHM <br />9/18/15 <br />RB01 <br />Add Vaulted ceiling in Great rm, AS <br />Dinina rm. Kitchen Fo er & Entry <br />12/21 /2015 <br />RB01 <br />LC9 AND FBC2017 HAB <br />12/07/2017 <br />RC01 <br />RE-CALC A7G B.C. AS <br />7/24/2019 <br />RD01 <br />LCA JTH <br />1/4/21 <br />LOAD# DESCRIPTION INIT. DATE <br />alts revision block for alts only. <br />CARPENTER <br />—� <br />CONTRACTORS <br />- --.- <br />OF AMERICA <br />3900 AVENUE <br />& N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE: <br />(800) 959-8806 <br />FAXI <br />(863) 294-2488 <br />BUILDER : LENNAR HOMES <br />PROJECT: <br />MODEL : 1450 <br />CCA PROJ/MODEL/ALT <br />7A2 / 1450A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />DATE <br />08 06 2015 <br />LAN# SCALE <br />N321593L 1 /4 1 <br />1=1' <br />0 <br />c. <br />- <br />v <br />cnn, <br />a) Ln'; <br />W <br />L <br />" <br />o <br />U <br />M— <br />m <br />V) <br />n <br />AV <br />E <br />L <br />W <br />O 0 <br />O <br />B OO <br />a Q <br />•V) <br />r <br />U�. <br />}< <br />LU QN <br />o E0 <br />C <br />-T� <br />L <br />m <br />M <br />N <br />0 <br />N <br />N <br />N <br />M <br />0 <br />O <br />0 <br />_0 <br />Q <br />Z <br />w <br />0 <br />0 <br />w <br />0 <br />z <br />o i W 0 1- <br />v <br />zq <br />L <br />Q Q V <br />�¢¢ <br />Y�LLz0gfzLLVOL_jO <br />J°oQ�� °o<° <br />O <br />OvXYOzO00mZaUaO <br />zL <br />O Z <br />°a <br />0OZ0I> <br />i5 IL <br />�0 <br />LL <br />_ <br />OW Lu¢¢ <br />Oa � < <br />LL ¢ O � LL <br />a <br />0 <br />Z W <br />O� <br />0 1_7 cM O <br />Q �0 M � <br />2 to ti <br />1— W <br />z < 1.1J <br />Ln <br />a. M <br />Q�000 <br />Z U <br />W <br />W <br />O <br />(O <br />O <br />QD <br />O <br />o00 <br />N <br />O <br />N <br />M <br />N <br />0 <br />M <br />0 <br />N <br />M <br />O <br />O <br />CF> <br />O <br />O <br />�— <br />04 <br />N <br />O <br />I <br />i <br />� <br />N <br />O <br />1 <br />1 <br />z <br />0 <br />N <br />LO <br />Lo <br />W <br />� <br />w <br />> <br />o <br />.— <br />0 <br />N <br />0 <br />M <br />0 <br />0 <br />to <br />I <br />I <br />co <br />ZI- <br />Q Z <br />O <br />w <br />W <br />inoo <br />+�-+ <br />O <br />V <br />UUN <br />� <br />o <br />oho <br /><C <br />o <br />Z <br />� <br />a_a <br />� ¢ <br />Lip <br />= <br />m w <br />r� <br />zo= <br />.. <br />� <br />� <br />rn <br />QF-0 <br />zoo <br />Q <br />UO <br />gLUlx <br />w,_ <br />Z <br />az <br />z <br />0U <br />0 <br />m <br />z <br />Z <br />z <br />w <br />W <br />J <br />0 <br />> <br />P"" <br />LAST PLOT DATE <br />N <br />O <br />O <br />• <br />March <br />22, 2023 <br />z <br />0 <br />J <br />ROOF FRAMING <br />PLANS A <br />