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I I I_ I __I I I 1 ! I I I I ! I I III t�� 1■e�e'fu��__I'_ _' J - 1- <br />I I I I _I 1 1 1_ ! <br />0 <br />O <br />in <br />CAM <br />N <br />In <br />i� <br />L0 <br />N <br />0 <br />30'-0" <br />22'-6 3/4" I. T-5 1 /4" <br />R= 6219 <br />FT2GE <br />l 4 <br />r . •.- <br />s <br />' <br />F.A. <br />�•� <br />kv <br />11114 WE <br />III <br />imp <br />dal 01, <br />10VA IVA <br />-: %1 <br />iffim <br />Rim <br />,I <br />►__�__�_._ <br />-1 <br />1 <br />MEANS, <br />.0.' <br />.•♦•♦• <br />/ <br />_ <br />.♦♦♦♦. <br />it <br />I <br />►.� 11 <br />11 11 <br />►1:�:: <br />►1 N <br />N <br />11 <br />1�1 <br />1�1 Ijl <br />1�1 <br />1 1 <br />SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION B <br />1 /4„ = 1'-0„ <br />Ma <br />C9 <br />BID <br />C <br />io <br />O <br />EO <br />I <br />C <br />e <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 />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1O <br />BEARING WALLS <br />O <br />A/C CHASE <br />O3 <br />22"X36" ATTIC ACCESS <br />O4 <br />STAIRS AREA <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION B' <br />1 /411 = 1 -0" <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 />ti <br />U <br />CJ1 ce) <br />U <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 REACT IONS. 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 CCNNECTORS 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 />T 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 />HEEL= 12 <br />FIELD VERIFY <br />A <br />PLUMB <br />CUT / — 2X4 <br />12" <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLGOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />LABELED END MARK <br />HANGER CHART <br />a L = HUS 26 (SIMPSON) <br />d a = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />Total Truss Quantity = 106 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />1MTH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -81 <br />30' Span or Tess 30' to 60' Span <br />Spreader Bar <br />60 degrees <br />or less <br />r 1/2 ,I 2/3 to 1/2 <br />f ►1 <br />Ta line span approx. Ta line 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-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 = PSF <br />BCLL = 0 PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.2�5 % <br />WIND SPD/TYPE = 140 <br />BLDG EXPOSURE = C <br />USAGE = RE IDENTIAt, CAT FI <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON = 0.2 PSF <br />DEIGN CRITERIA <br />F HC 2020 <br />TPI 201-I <br />Truss member design & connector plates <br />are designed for ASCE ? — 1 h 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 SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = PSF <br />TOTAL = PSF <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL RE_ACTIONc <br />k N D LPLIIIS <br />ARE �'-HOi1-N ON F;_\GIti'EERIN'G. <br />1.0,6m, <br />"i� i �I��•�I�i�' <br />L AD# DESCRIPTION INIT. DATE <br />R/01 <br />NEW JOB GBW <br />07/23/15 <br />RA01 <br />LC8 RDP <br />11/05/15 <br />R/01 <br />COPIED N320559 MADE NEW MODEL RFS <br />8/23/16 <br />RA01 <br />REV FLOOR FRAMING RFS. <br />11/25/16 <br />RA01 <br />LC9 JTH <br />12/12/17 <br />RA01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/12/18 <br />RB01 <br />REV. FG1 WEBS JRH <br />3/5/19 <br />RC01 <br />REV FLR RE'S HMT <br />11 /29/19 <br />RD01 <br />REV. FLOORS PER REDLINE JRH <br />8/25/202 <br />CARPENTER <br />—� CONTRACTORS <br />OF AMERICA <br />3900 AVENUE G. N, W. <br />WINTER HAVEN FLORIDA 33880 <br />PHONE: (800) 959-8806 <br />FAX: (863) 294-2488 <br />BUILDER A,FAVAR `1' MPA <br />PROJECT VAENOL <br />MODEL 2216 <br />CCA PROJ/MODEL/A.LT <br />(A2, 22 46B <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />RF <br />DATE 1 <br />8 '?3;%1h <br />LAN# SCALE <br />N329232R 1 4 11=11 <br />M <br />N <br />0 <br />N <br />w <br />Ln <br />Ln <br />00 <br />LLO <br />1,4 <br />.i <br />[> t: <br />Z <br />C <br />L ' �v <br />O <br />W <br />0 <br />z <br />Q <br />V) <br />W L 0 o u <br />M - d <br />00 <br />M <br />2 <br />•F M co <br />Ln V -of 0 M <br />co <br />E ` <br />V) a � <br />W L 0 2,0 � <br />W <br />W� <br />w <br />LU oQ w woo <br />�0Q< <X O��0 <br />Q <br />0"OZ20fQQ-<0Q <br />C)U) 9ZX6YOOM2z <br />O O <br />Z <br />����zYOZZ�pw0Xii <br />QOwOg-gLLJ 00CL <br />(n <br />LL <br />O X — Q z X Q ¢ <br />wa O �atL <br />it <br />O <br />0 <br />Zw <br />O� <br />5 ti <br />M O <br />Q M L0 <br />U) r-- <br />z <br />lf') <br />i— 0 (M <br />00 <br />< >- <br />Z V <br />Ww� <br />J0 <br />m <br />Vi <br />tual <br />Review <br />Assis, <br />InI. <br />Plans Re <br />for ompliai <br />iiew <br />c¢¢ <br />pl t <br />d!a <br />d a <br />pro <br />d <br />JU& <br />ce <br />L pb� <br />with <br />Anr <br />h2 <br />a Kl <br />2Q <br />hr FX231 <br />BC <br />th E <br />0 <br />itio <br />11! <br />0 <br />O <br />0N <br />O <br />M <br />N <br />O <br />N <br />O <br />N <br />N <br />CDO <br />N <br />N <br />r` <br />N <br />N <br />O <br />•— <br />'ct <br />N <br />000 <br />o <br />CD <br />� <br />O <br /><- <br />o <br />N <br />0 <br />N <br />o <br />I <br />I <br />' <br />z <br />O <br />NLr) <br />w <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />1 <br />qzt <br />> <br />N <br />M <br />4 <br />to <br />6 <br />I <br />C � <br />�� <br />MV J <br />Z~ <br />W <br />Q Z <br />C)-0 <br />W <br />zw <br />0oo <br />O <br />V <br />UUU) <br />QW� <br />0 <br />Q <br />w Wl¢— <br />r—I <br />= <br />m g- w <br />M <br />(V <br />I- <br />N <br />W <br />Z=0 <br />LU <br />< I— ::) <br />O <br />z0fo <br />N <br />U <br />gZLL <br />LL <br />z <br />az <br />cn <br />000- <br />m <br />z <br />� <br />Z <br />J <br />WLo <br />0 <br />0 <br />LAST PLOT DATE <br />• <br />May 8, 2023 <br />Z 0 <br />J <br />2ND FLOOR ROOF <br />FRAMING PLAN B <br />