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C <br />i� <br />a <br />5'-11" <br />0 <br />N <br />30'-0" <br />U <br />CJ1 <br />> <br />U > <br />2.5/12 <br />> <br />EJ7 <br />M <br />U <br />J1 <br />— <br />U <br />ti`ij� <br />EJ <br />V <br />w <br />j <br />U CJ3 <br />CJ3V <br />U <br />0 <br />.4 <br />I <br />n <br />CJ5 <br />CJ5V <br />> <br />i <br />A7G <br />� <br />I <br />N <br />8'-0" CEILING <br />A6 <br />2.5/12 VAULTED CLG. <br />A5 <br />I <br />I <br />I <br />L---------- ------ ----A4---------------7 <br />II 1 <br />I II II <br />I II II <br />I II II <br />I <br />I <br />II II <br />II II <br />2.5/12 VAULTED CLG. <br />8'-0" CEILING <br />1 <br />I <br />I <br />I <br />II <br />LA N <br />II Q <br />II <br />L--- <br />----------JL------------- JL-------==7 <br />I <br />I <br />I <br />I <br />II <br />I I I <br />II <br />II ij <br />- <br />�l L <br />I �I <br />o <br />1 <br />II 1 <br />ih <br />Ln <br />1 <br />I 1 j <br />11 <br />1j <br />N <br />I <br />2.5/12 VAULTED CLG. <br />i i Q <br />9 <br />1 <br />71.11111 <br />I <br />I <br />� 8'-0" CEILING <br />o <br />--------------- ----------------- <br />---- <br />-- ----------------- <br />11 <br />2.5/12 VAULTED CLG. <br />I <br />��---�J <br />II I <br />I II <br />l l I I <br />II II <br />11 T7 <br />8'-d",CEILING <br />I <br />I <br />I II <br />II II <br />I II <br />17 II <br />II II <br />II II <br />II II <br />II 11 <br />z <br />Q <br />II II <br />�---------- <br />II L <br />L------ <br />----JL----JL ----------------------- -- <br />W W <br />O } <br />i 1 <br />2I.5/12 CLG. I-4 ri <br />II 1i <br />II f <br />I �I <br />I i <br />� !t <br />8'-0" CEILING <br />o <br />I1 <br />I <br />A2GE <br />p N <br />M <br />C <br />1 <br />2. <br />/12 <br />EJ3 <br />U <br />i J�� <br />B2 <br />U <br />EJ3V <br />B1A <br />0 <br />0 <br />m <br />B3G <br />a <br />4'-8" <br />I <br />ROOF FRAMING PLAN (ELEV A.' <br />1 /411 = 1 1_011 <br />Lil <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />TYPICAL 5' SETBACK CORNER -SET <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />CJ3 <br />ti LO <br />U <br />CJ1 Cl) <br />U <br />U <br />1'-0 5/16" 2'-0" <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 l'HE 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 P.00F 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 />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-131 <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-131 FOR ANY ADDITIONAL <br />BRACING DETAILS. <br />ROOF LOADING SCHEDULE <br />TOLL = 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 />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 />NOTE: 00 <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 />SHINGLE ROOF <br />HEEL= 4-1/16" <br />9YA <br />LABELED END MARK <br />HANGER CHART <br />4 = HUS 26 (SIMPSON) <br />d a = LUS24 (SIMPSON) <br />Total Truss Quantity = 75. <br />ATTENT10"N! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' Span or less 30' to 60' <br />Spreader <br />60 degrees <br />�. .l or less <br />I 1/2 I 2/3 to 112 I <br />line 1 span approx. � Ta line 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 />ROOF DESIGNED FOR <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOWN ON <br />oo <br />11001MA <br />ENGINEERING. <br />LOAD DESCRIPTION INIT. DATE <br />R/01 Created from BID 8312288 AS <br />8/6/2015 <br />RA01 <br />REV. ENTRY & ADD HIP @ REAR SHM <br />9/18115 <br />RB01 <br />Add Vaulted ceiling in Great rm, AS <br />Diningrm Kitchen Foyer & Ent <br />12/21l2015 <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 />CARPENTER <br />—� <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHDNE1 <br />(800) 959-6806 <br />FAX: <br />(863) 294-2488 I <br />BUILDER : LENNAR HOMES <br />PROJECT <br />MODEL : 1450 <br />CCA PROJ/MODEL/ALT <br />7A2 / 1450A <br />ALT DESC: <br />OTC <br />LOT a BLOCK <br />DESIGNER PAGE <br />HAB <br />DATE p <br />0806 2015 1 <br />LAN# SCALE <br />N321593R 1 4 "=II <br />M <br />N <br />0 <br />N <br />co <br />Li <br />00 <br />Ln <br />Q <br />z <br />W <br />2 <br />O <br />w <br />0 <br />z <br />Q <br />/V) m L0 <br />*= 0 q U <br />M <br />N <br />M <br />V) U a <br />co <br />L <br />2 O <br />MINE -9 o <br />2) U � Q <br />: zm- <br />Q.N C <br />7W L 0 i=- <br />Ua <br />V, <br />W <br />(D LJ <br />0L CJ LU 0 <br />W< /Q z <br />Q Q X <br />Z�0W O <br />�0?XL00W <br />QQ U <br />HLL =1 <br />aR_)owzmooi_JQ3W296zo-X00mzz <br />O Z <br />(UJ W TWU D �Q'QIL ZIZof <br />Q co a_ LQ J <br />OW g F— gWZ ¢ Q <br />OX 0 � 0Q � <br />Q Q <br />LL O f— LL <br />O <br />Z <br />W <br />z <br />p�Coo <br /><C to M � <br />LL <br />to t` <br />�11�11M <br />Z U <br />W <br />'W <br />J� <br />J <br />1 <br />2Q <br />31 <br />Virtual <br />leview <br />A <br />sist <br />Inc <br />Plans Review <br />corn <br />ilited <br />IiIn <br />J ip <br />rov <br />d <br />for compliance <br />ith tie <br />21120 <br />FBC <br />Ah <br />E <br />itip <br />by Debra <br />Anna <br />Kl <br />I <br />hr P <br />I <br />23 <br />I <br />D <br />1 <br />1 <br />1 <br />O <br />0 <br />N <br />0 <br />N <br />M <br />0 <br />N <br />0 <br />N <br />M <br />O <br />I <br />N <br />N <br />I <br />N <br />I <br />' <br />C)0)O <br />Z <br />O <br />' <br />O <br />NW <br />o <br />0 <br />o <br />O <br />o <br />L> <br />N <br />M <br />4 <br />L6 <br />CO <br />Z~ <br />az <br />C)zw <br />0 'O <br />W <br />U_ <br />Woo <br />U U U <br />Lo <br />O <br />Z)Zj <br />ow— <br />Of'o <br />Z <br />W < <br />® <br />= <br />W=Q <br />� <br />(D <br />F-~o <br />H <br />T� <br />ZO7- <br />W <br />��m <br />Z <br />O <br />zof0 <br />�—� <br />Q <br />Uaz" <br />z <br />z <br />< <br />LL ;C <br />ZQ <br />� <br />� <br />OC) <br />O <br />z <br />Z <br />z <br />w <br />Uj <br />J <br />O <br />N <br />O <br />LAST PLOT DATE <br />• <br />May 8, 2023 <br />Z0 <br />ROOF FRAMING <br />___I <br />PLANS A <br />