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ROOF FRAMING PLAN (ELEV B.' <br />1 /411 = 1 1 <br />-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 />o <br />CJ3 <br />U <br />CJ1 <br />U <br />7 <br />U <br />V-0 5/16" 2'-0" 2'-0" <br />TYPICAL 7' 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 CUT BACK 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 />OCT 18 2022 <br />Virtual Review Assist, tm-.�, <br />Plans Review completed and appr <br />for compliance with the 2020 FBC 79 <br />by Debra Anne Klahr PX2300 <br />SHINGLE ROOF <br />HEEL= 4-1/16" <br />LABELED END MARK <br />Total Truss Quantity = 79 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />NTH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' Span or less 30' to <br />Sprea <br />60 degrees <br />for less <br />1/2 _ I 1 „ 2/3 to 1/2 _ I <br />line r span SPProx. T Une 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 />Gen era I 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 = 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 />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 & 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 SCHEDUL <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 />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />Created from BID 8312288A AS <br />8/8/2015 <br />RA01 <br />REV. ENTRY & ADD HIP Q REAR SHM <br />9/18/15 <br />RB01 <br />Add Vaultedcalling n Great nn, AS <br />Dinin rm.Kitchen F er & n <br />12/29/2015 <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 />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE G, N.W. <br />WINTER HAVEN FLORIDA 33880 <br />PH❑NE: C 800> 959-8806 <br />FAX: ( 863) 294-2488 <br />BUILDER : LENNAR HOMES <br />PROJECT:TOUCHSTONE <br />MODEL : 1450 <br />CCA PROJ/MODEL/ALT <br />7A2 / 1450B <br />ALT DESC <br />OTC <br />LOT BLOCK: <br />F <br />IGNER PAGE <br />HAB <br />DATE 1 <br />08 06 2015 1 <br />LAN �321594R S1 A4 "=1' <br />N <br />N <br />0 <br />r Y1 <br />N <br />N <br />to <br />to <br />w <br />b� <br />w <br />0 <br />z <br />E <br />Qi L.o�^ d <br />Ln <br />V -Op a0 c <br />U 'O <br />.— <br />t3 <br />w Q N C <br />^N, <br />W <br />V <br />>` 0O ri <br />a 0 <br />w <br />Dui � OF- <br />W F- W W O <br />Q Q <br />LV <br />UOX_jX <br />xfo)m .. 1.60"o <br />0z0E- <br />>u01OZHO�E00m0ZZ <br />F- <br />O <br />naj�WWcoWX<CnZ <br />Zw32) <br />U�() <br />EL <br />O <br />LL <br />~O <br />W2c <br />o o0�ZQg¢Q Q <br />LL LL <br />>t <br />0 <br />Z 04 <br />OF- <br />O <br />0 M <br />Q w CM � <br />(0 U_ <br />� <br />LLJ <br />F- WaM <br />00 <br />Z U ~ <br />W <br />W <br />JQ <br />0 <br />J <br />qq <br />CM <br />f <br />!!! <br />I <br />I <br />oo� <br />M <br />� <br />Q <br />= <br />� <br />N <br />a>! <br />o <br />o <br />n <br />C) <br />o <br />I! <br />I <br />I <br />1 <br />z <br />s <br />N <br />Wqc! <br />' <br />�� <br />> <br />� <br />N <br />M! <br />I <br />I <br />d' <br />1 <br />00 <br />0- <br />QZ <br />O <br />Z� <br />4-0 <br />O <br />W <br />000 <br />U <br />U � <br />o <br />or< <br />Z <br />a -a <br />C—Q <br />C:) <br />HW¢ <br />fir) <br />= <br />m~wW <br />rl <br />zo� <br />. . <br />W <br />a�cp <br />� <br />N <br />Q <br />O <br />ZWO <br />r <br />z <br />V <br />aZ <br />z <br />Z <br />aU <br />.� <br />0 <br />m <br />z <br />A3 <br />z <br />z <br />W <br />W <br />J <br />0 <br />M <br />N <br />t� <br />LAST PLOT. DATE <br />. <br />April 29, 2022 <br />z <br />O <br />J <br />ROOF FRAMING <br />PLANS B <br />