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-v <br />N <br />1[ <br />V-0 5/16"-- <br />22'-6 3/4" <br />`t <br />30'-0" <br />FT2GF <br />T-5 1 /4" <br />� <br />31. <br />' <br />'' <br />■■FA i:MEN <br />r: <br />3+14 <br />'I <br />��� <br />■ <br />10 <br />41110+024 <br />■■i <br />�i <br />� =�=1i <br />■■I <br />il���i'r <br />�I•i�I�Illl. <br />u <br />•:• <br />of <br />■,:�=tea: <br />��■1 z� <br />© <br />CI•�•� <br />.Ili <br />_. <br />� <br />54 <br />�O�9� <br />E r1AMIR <br />i' <br />■■i <br />■•�-���r_ <br />ice: <br />r,��:�_.• <br />����•� <br />ICI <br />�M <br />� <br />I <br />._�_1�'*MA <br />IVA <br />014 <br />Im <br />� <br />►_._._. <br />0 <br />/♦♦. <br />III <br />�_: <br />A Ow <br />ALA <br />I <br />' <br />���/ <br />►��A <br />— <br />rf <br />_ <br />Ill, <br />- - MOO u, <br />E <br />II�I�I�I�I■III <br />!1 <br />�� <br />1�Irl��r1 <br />1 1 <br />1 1 <br />i I <br />1 SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A' <br />1 /4 - 1 -01 <br />c0 <br />CD <br />C 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 />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1� <br />BEARING WALLS <br />O2 <br />A/C CHASE <br />�3 <br />22"X36" ATTIC ACCESS <br />O4 <br />STAIRS AREA <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' <br />1/4 " = 1'-011 <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />1'-0 5/16"--h 12'-0" <br />TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING <br />t, Inca\ <br />nd apprs <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 CUTBACK 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 CEPARTMENT 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 />HEEL= 12 <br />FIELD VERIFYI <br />N :512 <br />F — <br />PLUMB <br />CUT — _ J 2X4 <br />I FIELD VERIFY <br />O <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />LABELED END MARK <br />HANGER CHART <br />Foie 7tllitian p = HTU 26 (SIMPSON) <br />by Debra Anne Kuhr PX2300 <br />d a = LUS24 (SIMPSON) <br />J L = THA 426 (SIMPSON) <br />Total Truss Quantity = 134 <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />TYPICAL 7' SETBACK CORNER -SET <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 />i 112 2/3 t0 1/2 I <br />line span approx. Ta line span approx. i <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-131 <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 />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 104 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 />WALL KEY <br />REUNION' OI' 01 <br />LOAD DESCRIPTION INIT. DATE <br />R/01 <br />NEW JOB COPY N319785 CHG TO 2216A RFS <br />8/19/16 <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 />1-14 21 <br />CARPENTER <br />� <br />CONTRACTORS <br />OF AMERICA <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 TAMPA <br />PROJECTVARIOUS <br />MODEL 2216A <br />CCA PROD/MODEL/ALT <br />7A2/ 2216A <br />ALT DESC <br />OTC <br />LOT: BLOCK <br />DESIGNER PAGE <br />RFS <br />DATE <br />8/19/16 <br />LAN# SCALE <br />N329220R 1 4 "=1' <br />N <br />N <br />O <br />N <br />fV <br />• <br />ti <br />LO <br />' <br />9 $ <br />3 <br />F4�a <br />f.., <br />i�'^, t Id"L.1. <br />3; <br />b W <br />c <br />59m <br />c <br />C <br />W <br />W <br />0 <br />z <br />a <br />In <br />a) > 0 O^ o <br />W <br />L '= -O r? 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