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i <br />i <br />ROOF FRAMING PLAN (ELEV A. <br />1 /411 = 1 '-011 <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 CUT BACK 3/4" FROM EXTERIOR <br />WALLS. <br />General Notes <br />,111 <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-61 <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= 145 <br />ENCLOSED <br />BLDG EXPOSURE = C <br />U SAGE = RESIDENTIAL CAT II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON= 9.2 PSF <br />DESIGN CRITERIA <br />FLOC 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 SCH ED U L <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <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 />OCT 2 8 2022, <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />HEEL= 4-1/16" <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION LABELED END MARK <br />CJ3 `, <br />HANGER CHART <br />U <br />V-0 5/16" <br />TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />4 L = HUS 26 (SIMPSON) <br />d a = LUS24 (SIMPSON) <br />ATTE NTI O N r <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />3Y BY THE PEAK <br />! CONSULT BCSI -B1 <br />30' SDanlor less <br />60 degrees <br />or less <br />30' to <br />I� 1/2 l o 2/3 to 1/2 �I <br />line span approx. Ta line span approx. <br />REFER TO BCSI -B1 <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 />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOWN ON <br />ENGINEERING. <br />WALL KEY <br />- <br />DESCRIPTION INIT. DATE <br />Created from BID B312288 AS <br />8/6/2015 <br />REV. ENTRY & ADD HIP @ REAR SHM <br />9/18/15 <br />Add Vaulted ceiling in Great rm, AS <br />Di-:---- Kitchen Fo er & Entry <br />12/2112015 <br />LC9 AND FBC2017 HAB <br />12/07/2017 <br />ERD011 <br />RE-CALC A7G B.C. AS <br />7/24/2019 <br />LCA JTH <br />1/4/21 <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE 6, N, W. <br />WINTER HAVEN FLORIDA 33880 <br />PHONE: (800) 959-8806 <br />FAX: (863) 294-2488 <br />BUILDER : LENNAR HOMES <br />PROJECT: <br />MODEL : 1450 <br />CCA PROD/MODEL/ALT <br />7A2 / 1450A <br />ALT DESC <br />OTC : <br />LOT: BLOCK : <br />DESIGNER I PAGE <br />DATE <br />08/06/2015 <br />LAN# SCALE <br />N321593L1 1 4 "=1 ' <br />go <br />N <br />0 <br />N <br />_ <br />§ <br />LO <br />o <br />00 <br />LOY <br />yy2`, <br />vp F <br />,3 � <br />d <br />w <br />t <br />t <br />8 <br />Q <br />3 <br />°-V <br />z <br />0 <br />z <br />Q <br />to <br />N L0 ; E <br />�? <br />_W L .,_U <br />C) <br />V) <br />V °� co <br />O 2 8 <br />O M- N Q <br />04 <br />co EC6 9 <br />W <br />70 <br />C. <br />0 �0� @ <br />-0 <br />t - a <br /><Ql— <br />Ldl fn <br />Of <br />0J� <br />W Q <br />��oo�oXZQfrw <br />F- <br />o <br />cIWoowoomzzz <br />J <br />U' <br />ZIL <br />WW <br />O�KZJ<W55W <br />oJ <br />0�Q <br />n <br />U_ <br />O <br />O <br />Z CV <br />OF_ <br />0 II._7 M O <br />Q M LO <br />w L! - ti <br />F_ W cy) <br />00 <br />F- <br />Z U <br />WW <br />J0 <br />0 <br />r� <br />I <br />I <br />I <br />I <br />I <br />1 <br />I <br />I <br />I <br />C)N <br />ck <br />N <br />N <br />o00 <br />N <br />N <br />N <br />N <br />O <br />M <br />N <br />� <br />� <br />o <br />O <br />' <br />z <br />0 <br />Nw <br />LO <br />Lo <br />� <br />o <br />N <br />O <br />M <br />I <br />I <br />I <br />I <br />00 <br />zl- <br />Qz <br />C)zW <br />-�-+ <br />'0 <br />W <br />_U <br />o 0 <br />WU U U <br />Lo <br />O <br />Dzj <br />ono <br />Z <br />a-afa <br />Q <br />O <br />= <br />w=Q <br />U <br />°n_ 2 <br />r� <br />o <br />�o� <br />W <br />2�D <br />N <br />Q <br />Oz <br />0 <br />z <br />U <br />dZ" <br />z <br />< <br />0 <br />O <br />z <br />z <br />z <br />z <br />W <br />W_j <br />0 <br />o <br />O <br />O <br />LAST PLOT DATE <br />• <br />JUIy 15, 2022 <br />Z <br />4-a <br />0 <br />J <br />ROOF FRAMING <br />PLANS A <br />