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0 <br />O <br />EO <br />1'-0 5/16"-- <br />22'-6 3/4" <br />H <br />30'-0" <br />FT2GE <br />7'-5 1 /4" <br />::4.■:�F:i_..li^i�:4�:���:.:}9tw�:ti��:; ::��fi�:�:4►.1117�� <br />.���� <br />u,..►.1�►.,_,.1_1 <br />— <br />/, / t 1! <br />�III�� <br />- <br />' <br />' <br />PV <br />■■I <br />3:ice <br />. <br />�:::� <br />041 <br />Inl <br />■a_��a <br />� <br />MI <br />& <br />■■I <br />■r►����Ilii <br />e!I�T:�d��� <br />II <br />����•� <br />■ <br />�■�:i <br />::I �i3�i'r� <br />�. <br />it <br />��r <br />i■ <br />M <br />��,I <br />,��M.�- <br />••.• <br />®�� <br />/ <br />O <br />•�♦�♦M <br />I <br />g _ <br />01 <br />.♦♦♦♦. <br />�i <br />bIrMT�� <br />BMW, <br />INA VIA <br />►�4 <br />w <br />C� <br />U_ <br />W <br />W <br />Lo <br />I <br />SECOND (FLOOR - FLOOR FRAMING PLAN ELEVATION A' <br />1 /4 - 1 -0 <br />0 <br />CO <br />0 <br />CD <br />r <br />LEDGER SCHEDULE <br />TAG <br />ATTACH TO <br />MEMBER <br />PURPOSE <br />ATTACHMENT <br />LG-1 <br />CMU <br />2X4 P.T. <br />FLOOR TRUSS <br />SUPPORT <br />1/4" X 3 1/2" TAPCONS AT <br />12" O.C., STAGGERED <br />0 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />BEARING WALLS <br />A/C CHASE <br />0 <br />22"X36" ATTIC ACCESS <br />0 <br />STAIRS AREA <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' <br />1 /4of = 1'-011 <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />uy V6.,........ <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />CJ3 <br />Ln <br />f U <br />CJ1 <br />U <br />U <br />1'-0 5/16" 2'-0" 2'-0" �. <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 />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-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-131 FOR ANY ADDITIONAL <br />BRACING DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL = 0 PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.25 % <br />WIND SPD/TYPE = 145 <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 />NOTE: are designed for ASCE 7-16 and maximum <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings <br />CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. <br />ENGINEERING PACK FOR DETAILS <br />* These trusses have been reviewed to carry an <br />NOTES: <br />FLOOR TRUSSES ARE CUT BACK 34' FROM EXTERIOR BLOCK <br />• <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 LOANS 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 />HEEL= <br />FIELD VERIFY <br />PLUMB <br />CUT <br />FIELD VERIFY <br />12 <br />12 <br />2 � — <br />2X4 <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />i— 3/4" SUBFLOOR <br />BAR I <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />LABELED END MARK <br />sist. Inc. <br />I and approved HANGER CHART <br />20 f6C 7th Edition <br />hr PX2300 a = HTU 26 (SIMPSON) <br />a = LUS24 (SIMPSON) <br />J L = THA 426 (SIMPSON) <br />Total Truss Quantity = <br />TYPICAL 5' SETBACK CORNER -SET TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />LABELING AND SPACING <br />ATTENTION! <br />30' SDanlor less <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -131 <br />60 degrees <br />or less <br />30' to 60' <br />1/2 �I 2/3to1/2 I <br />line span approx. Ta line (• span approx. T <br />REFER TO BCSI -B1 <br />Truss muss 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 />134 <br />additional 10# psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING <br />SCHEDULE <br />TCLL = <br />40 PSF <br />TCDL = <br />10 PSF <br />BCDL = <br />5 PSF <br />TOTAL = <br />55 PSF <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS <br />AND UPLIFTS <br />ARE SHOti',N ON ENGINEERING. <br />WALL KEY <br />181 I� +++++++++ <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />NEW JOB COPY N319785 CHG TO 2216A RFS <br />8119/16 <br />RA01 <br />REV FLOOR FRAMING AND TRS RFS <br />1216 <br />RA01 <br />LC9 JTH <br />12/12/17 <br />RA01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/09/18 <br />RB01 <br />REV. FG1 WEBS JRH <br />3/5/19 <br />RC01 <br />MOVED FG2 BACK & EXTENDED FTTS ARZ <br />08/24/20 <br />RD01 <br />REV. ENTRY JRH <br />10/30/2020 <br />RE01 <br />NEW CODE LCA MAW <br />1-1421 <br />CARPENTER <br />-� <br />CONTRACTORS <br />OF AMERICA <br />- -- - <br />3900 AVENUE <br />G, N, W, <br />LINTER <br />HAVEN FLORIDA 33880 <br />PH❑NEI <br />(800) 959-8806 <br />EAX1 <br />C 863) 294-2488 <br />BUILDER :LENNAR TAMPA <br />PROJECT VARIOUS <br />MODEL 2216A <br />CCA PROJ/MODEL/ALT <br />7A2/ 2216A <br />ALT DESC: <br />OTC - <br />LOT BLOCK <br />DESIGNER <br />PAGE <br />RFS <br />DATE <br />8 f 19/16 <br />LAN# <br />SCALE <br />N329220R <br />1 4 "=1' <br />K <br />N <br />N <br />0 <br />4 <br />r <br />u� <br />00 <br />I <br />4, <br />�} <br />Q <br />Z <br />W <br />2 <br />w <br />X <br />0 <br />z <br />Q <br />V) <br />NL- <br />W L U <br />p co � ai <br />— <br />VZ) u <br />-0-0— 2 <br />a <br />M <br />s- r <br />2 <br />O <br />0 <br />_O O <br />T� <br />z 5,N V w aC <br />o E <br />7� <br />LLI <br />oa <br />w <br />°�LU 2zw <br />Uj� z <br />O <br />¢�X03MWUQ_0 <br />° <br />J�Jd <br />ry i= <br />Wo�W�go <br />g-5 W W <br />00w <br />= Q0 <br />Z <br />O <br />Q <br />W ZZ <br />OQO <br />LL <br />OW <br />O <br />Q <br />Y<Q <br />0 <br />z N <br />OW <br />I-- <br />(n O <br />0 �M O <br />J <br />z <br />EL 2 <br />00 <br />z U <br />LUz3: <br />W <br />O <br />O <br />N <br />' <br />I <br />I <br />I <br />I <br />O <br />O <br />O <br />O <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N N <br />O <br />N <br />O <br />CD <br />�— <br />O <br />N <br />a)O <br />O <br />_ <br />O <br />N <br />O <br />� <br />NLO <br />w <br />g <br />o <br />0 <br />0 <br />i <br />>LO <br />N <br />i <br />'V <br />V, <br />Zh <br />z <br />W <br />Qz <br />w <br />+�' <br />O <br />W <br />Z <br />rn O <br />cy) 0 <br />U <br />Wog <br />v - <br />U <br />=) Z > <br />LO <br />0 <br />OF-0 <br />Q <br />z <br />airy <br />910 <br />H <br />�Wa <br />= <br />mFUJ <br />N <br />N <br />� <br />0_ zo <br />o� <br />W <br />n <br />Q!� <br />■ ■ <br />C37 <br />p <br />2�:g <br />zwo <br />Q <br />U <br />guru_ <br />z� <br />z <br />az <br />• <br />U <br />0 <br />_p <br />W <br />zA4. <br />z <br />J <br />w N <br />CD <br />0 <br />> <br />LAST PLOT DATE <br />December 14, 2022 <br />-i--j <br />2ND FLOOR ROOF <br />FRAMING PLAN A <br />