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sir <br />FIR <br />TC <br />FLOOR FRAMING PLAN (ELEV A <br />1 /411 = 1'-011 <br />13'-8" <br />6'4" <br />10'-01, <br />30--0" <br />C� <br />ROOF FRAMING PLAN (ELEV A <br />1 /4„ = 1'-011 <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1O <br />BEARING WALLS <br />O2 <br />A/C CHASE <br />O3 <br />AHU ABOVE <br />O4 <br />22"x36" ATTIC ACCESS <br />O5 <br />STAIRS AREA <br />O6 <br />2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS <br />q <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 CONNECTERS 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 />SHINGLE ROO12 <br />� 512 <br />HEEL= 4-1/16" 21� 01, <br />PLUMB <br />CUT <br />0 T 2 8 2022 <br />11 Virtual Review Assist, Inc. <br />Plans Review completed and approve <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />LABELED END MARK <br />TOTAL TRUSS QUANTITY=123 <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />O CJ3 <br />U <br />CJ1 U <br />V-0 5/16"'h I. 2'4" 1, 2'-0" <br />TYPICAL T SETBACK CORNER -SET <br />LABELING AND SPACING <br />12" <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 9'4" A.F.F. <br />SHINGLE ROOF <br />PLUMB <br />CUT/ <br />12" <br />2X4 STICK LUMBER 24" O.0 <br />MAX IN LINE WITH JACKS <br />(SEE DETAIL IN ENG PACK <br />FOR GRADE) <br />01 12 <br />9YA <br />(2) 16D COMMON NAILS <br />OR 0.128" X 3" GUN NAILS <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 />noted. <br />All truss spacing is 24" U.C. unless otherwise <br />noted. <br />Per Truss Plate Institute BCSI-61 recommendation <br />I) permanent X-bracing should be placed at a <br />maximum spacing 15' U.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 BCSI-61 for uny additional bracing <br />details. <br />ROOF LOADING SCHEDULE <br />TCLL = ;'0 PSF <br />TCDL = l PSF <br />BCLL = * PSF <br />BCDL = 10 PSF <br />TOTAL = ;37 PSF <br />DURATION = 1.;25 % <br />WIND SPD/TYPE = 1,40 H NCI,0SK1) <br />BLDG EXPOSURE = ( <br />USAGE = RESIDLYHAL CAT It <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON = 9_2 PSF <br />1)fi,SI(AN CRITL'PIA <br />II113C 4 0110 <br />Till 201 <br />Truss member design & connector plates <br />are designed Tor 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 t0# psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = 10 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <br />IZUOI,' I)II;; ICNI1) I,T)R. <br />�I I IN(i I11; <br />ALL RE'A(_ TION�'i OVKH 5000 # <br />AND LJPI,1111',� OVI,:R 1000// <br />ANH: ;�HO\VN ON NN(IIN1,11;1ZING. <br />WALL KEY <br />iiiii .��h-��iii-�� <br />AD DESCRIPTION INIT.A4110311116 <br />1 <br />f <br />NEW MODEL SLC01 <br />LC8 RDP01 <br />REV LOAD FOR ACCTG HMT <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 RR TRUSSFS@ EXTERIOR WAILS ARZ <br />10/19/18 <br />RF01 <br />Rev hangers,drupFG_'s1!4",rv'dcan@garap rdg <br />9/24/19 <br />RG01 <br />REVISEDLOADING ON FTG5 ARZ <br />1211:7 <br />CARPENTER <br />C:v0N'l'hAC:111'0R <br />.� OF 11MEh1CA <br />3900 AVENUE G. N, W, <br />WINTER HAVEN FLORIDA 33880 <br />PHONE:( 800) 959-8806 <br />FAX: (863) 294-2488 <br />BUILDER :1,1?NNAI' I IOMI?S GLINT NhAl, <br />PROJECT XANOI <br />MODEL .,2551 <br />CCA PROJ/MODEL/ALT <br />1A2 ' _>55 1 'A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />FD7�GNE�R <br />PAGE <br />1 <br />1/15I <br />E <br />SCALE <br />t 7 6,381I <br />1 '4 "=1' <br />A rI"IT N 'I' I O N! <br />DON'T LIFT SINGLE TRUSSES <br />NTH SPANS LONGER THAN <br />3a BY I HE PEAK <br />CONRI II T Rf:51-Rt <br />30' Span or s IO Pa" <br />Spraad r Bar <br />fQ iepreas <br />,� I aaaa ate.. '� r ina F- apanJ3appwn i <br />REFER TO BCSI -131 <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 />r 7M^ <br />N <br />¢ <br />041 <br />00 <br />�v.1 , <br />r� •T�.00 <br />:4 <br />+ ' <br />\ <br />En <br />o <br />0 <br />00 <br />L0 <br />.rf <br />¢ <br />` <br />0 <br />0 <br />w <br />i <br />p <br />z <br />/tom <br />N "0 E <br />10 � U <br />�MCq ti <br />N Cl) <br />} } <br />V-0-0—DO@ ua <br />} M <br />1✓ c u <br />O u,g m <br />wO�-�,,� <br />a� <br />L <br />oC)W <br />a <br />.— t— v <br />C� <br />W <br />Ur w <br />w <br />wW w w2�0 <br />F-a it _j X za= z <br />O= U O O <br />0 p 0 <br />Q Q U <br />X LL <br />J <br />z�o,�;,ZLWL OZiwol—QQ <br />Li- <br />O Z <br />(nW �...IAWW wlnx�Q�J <br />Q�QpWQ�zwZOw�oa- <br />LL <br />O W � W <br />oQ o oQz <br />Q <br />0 aW <br />O <br />O <br />zW <br />O Fr <br />CD J ti <br />O <br />�- (M <br />Q�ChU) <br />w LL <br />ti <br />I— W 11 M_ <br />�CL2� <br />Z U H <br />�j <br />WZ <br />wo <br />J C:) <br />I <br />` <br />I <br />1 <br />1 <br />i <br />1 <br />O <br />O <br />O <br />O <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />N <br />CD <br />0 <br />O <br />N <br />CD <br />N <br />� <br />� <br />O <br />Z <br />0 <br />0 <br />� <br />o <br />o <br />O <br />,^ <br />W <br />o <br />0 <br />0 <br />0 <br />o <br />MI <br />az <br />W (n <br />w <br />O <br />`. <br />0 <br />LJJ <br />_ <br />130 0 <br />U <br />Zowo <br />Q <br />a_d <br />w� <br />= <br />m=w <br />Lf) <br />~~O <br />N <br />zo= <br />■ <br />Q <br />zX0 <br />0 <br />z <br />0� <br />Z <br />C0z <br />U <br />0 <br />_p <br />W <br />z <br />A4 <br />z <br />W <br />W_j <br />1­ <br />0 <br />0 <br />LAST PLOT DATE <br />. . <br />August 8, 2022 <br />z-olloggoggo'll <br />O <br />_I <br />FRAMING PLANS A <br />