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0 <br />N <br />L0 <br />v <br />M <br />LL <br />LL <br />o <br />SIMPSON HTT4 <br />FROM TRUSS <br />TO BLOCK <br />L <br />SS <br />30'-0" <br />TRUSSES SET <br />�GABLE <br />N <br />BLOCK BEAT ING) <br />FTF2 <br />FLOOR FRAMING PLAN (ELEV A <br />1 /4„ = 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/ NITS 16'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 CUTBACK 3/4" FROM EXTERIOR BLOCK <br />WALLS. <br />• FLOOR TRUSSES ARE CUTBACK 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 />SHINGLE ROOF <br />12 <br />512 <br />HEEL= 4-1/16" Z�� 01 <br />_ <br />PLUMB <br />CUT <br />MAR 2 5 2023 <br />13'-8" 6-4" 10'-01. <br />30'-0" <br />12" <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />Virtual Review Assist, Inc. _17M WALL HT. BASED <br />4 Plans Review completed and approved ON 9'-4" A.F.F. <br />S5 for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 j <br />ROOF FRAMING PLAN (ELEV A <br />1 /411 = 1'-011 <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1O <br />BEARING WALLS <br />O <br />A/C CHASE <br />O3 <br />AHU ABOVE <br />�4 <br />22"xW" ATTIC ACCESS <br />O5 <br />STAIRS AREA <br />O6 <br />2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS <br />LABELED END MARK <br />TOTAL TRUSS QUANTITY=123 <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />o <br />ZCJ31'CJ <br />all <br />V-0 5/16"-r� I T-O" 1. T-O" <br />TYPICAL T SETBACK CORNER -SET <br />LABELING AND SPACING <br />SHINGLE ROOF <br />(2) 16D COMMON NAILS <br />OR O.128" X 3" GUN NAILS <br />2X4 STICK LUMBER 24" O.0 <br />MAX IN LINE WITH JACKS <br />(SEE DETAIL IN ENG PACK <br />FOR GRADE) <br />DROPPED FLAT TOPS OF HIPS FOR <br />FRAMING (GIRDER NOT DROPPED) <br />General Notes <br />1) All parallel chord trusses, flat trusses and flat <br />girders have the top chord partially painted green <br />to be installed green side up. <br />All hangers to be Simpson HTU25 unless otherwise <br />2) noted. <br />All truss spacing is 24" O.C. unless otherwise <br />3) noted. <br />Per Truss Plate Institute BCSI-131 recommendation <br />"2 <br />4) permanent X-bracing should be placed at a <br />V? <br />maximum spacing 15' O.C. across the span, to <br />be repeated at a maximum of 20' between each <br />X-brace throughout the structure. <br />Please refer to SCSI-81 for any additional bracing <br />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 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 forces from <br />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 />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />4r <br />OAD DESCRIPTION INIT. DATE <br />01 <br />f <br />NEW MODEL SLC <br />06/11/15 <br />01 <br />LC8 RDP <br />11/05/15 <br />01 <br />REV LOAD FOR ACCTG HMT <br />4/13116 <br />RC01 <br />UPDATED RE'S ARM <br />10/10/16 <br />RC01 <br />LC9 JTH <br />12/15/17 <br />RD01 <br />CHANGED TO SIMPSON HANGERS JRH <br />3-13-18 <br />RE01 <br />ADDED EXTRA VERT ON FLR TRUSSES @EXTERIOR WALLS ARZ <br />10/19/18 <br />RF01 <br />Rev hangers,drop FG's 114',rv'd cant@garage rdg <br />9124/19 <br />RG01 <br />REVISEDLOADING ON FTG5 ARZ <br />12/17/1 <br />D�;;;�CARPENTER <br />-� CONTRACTORS <br />0 E AMERICA <br />3900 A <br />WINTER HAVEN FLORIDA 33880 <br />PHONE: ( 800) 959-8806 <br />FAXI (863) 294-2488 <br />BUILDER :LENNAR HOMES CENTRAL <br />PROJECT :VAROIUS <br />MODEL :2551 <br />CCA PROJ/MODEL/ALT <br />7A2/2551/A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER <br />PAGE <br />SLC <br />DATE <br />06/11 15 <br />LAN# <br />SCALE <br />N317638L <br />1 4 11=1' <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />\MTH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -81 <br />30'Sp-.,1 ss 30 to <br />Spreads Be" <br />11 degrees <br />less <br />I_ 1/2 <br />Ilea r—epan epprox. Ta line r spen ap <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 />i <br />N <br />T <br />;: <br />N <br />er <br />N <br />dd t CSC <br />Ln <br />O <br />CIO <br />t .,. <br />{ <br />.fie° <br />z <br />LU <br />O <br />w <br />z <br />Cnnr N LO <br />,0 <br />_W L o u <br />M <br />CO00 d <br />N " <br />N V _0-o- 2 <br />/- E .L M <br />Oo 2 0 <br />U � 0 a a <br />ON <br />o E "2 .9) <br />7N <br />V a a <br />W <br />Lu �~ � XLij < zT_ <br />W <br />Of p_ LLOp W�c�-a10 JO <br />O <br />,2Q am§6LL0000z <br />zzLL� <br />M8Y❑pW0Xd <br />Z <br />Z7 <br />CL <br />< 2 2 LIJ Q <br />0 LLJ I_ <br />0 Q Q a <br />Q O LL. <br />LL- <br />� <br />II <br />CD <br />O <br />zLU <br />OI­_ <br />( 5 r,- <br />o <br />_ <br />O <br />M <br />Q W M r- <br />LL <br />U) � <br />FF_ W cyi_ <br />Z U <br />z 3: <br />LU <br />LU <br />_� <br />O <br />I <br />r <br />r <br />I <br />I <br />I <br />r <br />r <br />I <br />I <br />I <br />r <br />r <br />I <br />I <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />N <br />O <br />N <br />O <br />Q <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />ao <br />C <br />O <br />N <br />a <br />O <br />O <br />o <br />O <br />o <br />1 <br />0 <br />o <br />NW <br />L0 <br />LO <br />> <br />o <br />O <br />N <br />fM <br />O <br />V <br />O <br />Ln <br />I <br />I <br />1 � <br />} <br />zZ <br />v, <br />QZ <br />0 <br />zW <br />ate-+ <br />O <br />o <br />oo0 <br />W <br />(� U (n <br />LO <br />O <br />0z> <br />0 �0 <br />Q <br />' <br />Z <br />a�a <br />QT--I <br />F- <br />w Q <br />� <br />= <br />W r <br />L <br />F—�2 <br />N <br />O <br />zOm: <br />LU <br />~Z) <br />.. <br />C0 <br />Z> <br />O <br />z0f0 <br />Z <br />U <br />gZU_ <br />az <br />pU <br />_o <br />W <br />z <br />z <br />z <br />LU <br />J <br />O <br />O <br />LAST PLOT DATE <br />. <br />December 14, 2022 <br />O <br />Z0 <br />J <br />FRAMING PLANS A <br />-r— — <br />