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c <br />c <br />u <br />y <br />2 <br />c <br />ROOF FRAMING PLAN (ELEV A.' <br />1 /4„ = 1'-011 <br />OCT 2 8 2022 <br />V y <br />Virtual Review Assist, Inc <br />Plans Review completed and approver:+ <br />for compliance with the 2020 FOC 7th Editic"' <br />by Debra Anne Klahr PX2300 <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <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 112" 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 PRIOF <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 CARR) <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 />12 <br />5.91 / 2 <br />2� r <br />HEEL= 4-1/16" 0r - <br />PLUMB j <br />CUT_r---� r 2X4 <br />12" <br />LABELED END MARK <br />CJ3 HANGER CHART <br />0 <br />CJ 1 M a b = HUS 26 (SIMPSON) <br />.' <br />a - LUS24 (SIMPSON) <br />U <br />11-05/16" 2,_0„ Total Truss Quantity = 75. <br />TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />o CJ5 CJ <br />co <br />IU <br />V-0 5/16"-J--� 1 2'-0" 1 2'-0" <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />ATT-:-1TL"IINTION N <br />r DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />:30' BY THE PEAK <br />CONSULT RCSI -B 1 <br />30' to 60' Span <br />30' Span or less <br />60 degrees Spreader Bar <br />or less <br />2L1 to 111 ' I <br />Ta line l :.Jan approx. Ta line l 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 />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-61 <br />RECOMMENDATION PERMANENT X-BRACING <br />SHOULD BE PLACED AT A MAXIMUM SPACING 15' <br />U.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 = 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 mcrnber design & connector plates <br />are designed for ASCF, 7-16 and maxiniutn <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 />IFLOOR LOADING SCHEDULE <br />CLL = 40 PSF <br />TCDL = 10 PSFCDL = 5 PSF <br />OTAL = 55 PSF F <br />ROOF" DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />DESCRIPTION INIT. DATECreated <br />from BID 13312288 AS <br />8/6/2015REV. <br />ENTRY & ADD HIP @ REAR SI-1M <br />9/18/15Add <br />Vaulted ceiling in Great rm, AS <br />rm Kitchen To Lntuv <br />12/21/2015Dinin <br />LC9 AND F BC2017 HAR <br />12/07/2017 <br />E <br />RE -CALL A7G B.C. AS <br />7/24/2019 <br />1 CA JTH <br />1/4/21 <br />j <br />I <br />I <br />LOAD# DESCRIPTION INIT. DATE <br />alts revision block for alts only. <br />CARP ENTEtR <br />- <br />CONTRACTORS <br />OF' AME'RICA <br />3900 AVENUE <br />G. N.W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PH❑NE: <br />(800) 959-8806 <br />FAX: <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 />fAT <br />ER PAGE <br />P <br />6 201 SCALE <br />21593R 1 4 "=1' <br />' <br />N <br />N <br />0 <br />ao <br />OD <br />LO <br />co <br />LO <br />\ <br />W <br />O <br />W <br />0 <br />Z <br />Q <br />/r _ E <br />L 10 M <br />cO � ai <br />CN <br />'CO <br />01 <br />r7 <br />V) U -0 °°M <br />A� _ <br />W .— — L M <br />2 O 2 <br />T� Q�Q <br />v! 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