Laserfiche WebLink
0 <br />to <br />S6 <br />Y <br />ih <br />0 <br />Bo <br />v <br />O <br />M <br />LL <br />SIMPSON HTT4 <br />FROM TRUSS <br />TO BLOCK <br />L <br />SS <br />TRUSSES SET <br />CGABLE <br />\BLOCK BEARING)N <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/ 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 />q ALL VALLEY KITS MARKED "VK" OR "MVK" ARE <br />CONVENTIONALLY FRAMED. PLEASE REFER TO <br />ENGINEERING PACK FOR DETAILS <br />13'-811 <br />6-4" <br />10'-0" <br />30'-0" <br />ROOF FRAMING PLAN (ELEV A <br />1/411= 11-011 <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />10 <br />BEARING WALLS <br />O <br />A/C CHASE <br />03 <br />AHU ABOVE <br />04 <br />22"x36" ATTIC ACCESS <br />05 <br />STAIRS AREA <br />6O <br />12x8 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 />o X105) <br />U <br />V-0 5/16"fi1, 2'-0" 1, 2'-0" <br />TYPICAL T SETBACK CORNER -SET <br />LABELING AND SPACING <br />NOTES: <br />• FLOOR TRUSSES ARE CUTBACK 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 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 />51212 1 12 <br />HEEL=4-1/16" 2XA 01-- <br />PLUMB <br />CUT — 2X4 <br />I 12" <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 9'4"lA.F.F. <br />1 <br />SHINGLE ROOF <br />(2) 16D COMMON NAILS <br />OR 0.128" 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:7� <br />I ) 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 />12) noted. <br />All truss spacing is 24" O.C. unless otherwise <br />j) noted. <br />Per Truss Plate Institute BCSI-81 recommendation <br />d ) 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-81 for any additional bracing <br />details. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = r PSF <br />BCLL = * PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.2:-5 % <br />WIND SPD/TYPE = 1,115 1-'N'CI, USF,I) <br />BLDG EXPOSURE = C <br />USAGE = RESIDFNTI_Al, CAT II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON = 9.'-) PSF <br />DE�IG-N 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 104 psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = -10 PSF <br />TCDL = 10 PSF <br />BCDL = PSF <br />TOTAL = PSF <br />ROOF DEI<IGNED FOR <br />SHINGLE <br />ALL REAC'I'10\ 0�'FR 50007, <br />AND UPLIFTS OVER 1000 r! <br />ARE; SllU1VN ON FNG1NFFRINC. <br />WALL KEY <br />LOAD DESCRIPTION INIT. DATE <br />R/01 <br />NEW MODEL SLC <br />06/11/15 <br />RA01 <br />LC8 RDP <br />11/05/15 <br />RB01 <br />REV LOAD FOR ACCTG HMT <br />4/13/16 <br />RC01 <br />UPDATED RE'S ARM <br />10/10/16 <br />LC9 JTH <br />12/15/17 <br />CHANGED TO SIMPSON HANGERS JRH <br />3-13-18 <br />LRF01 <br />ADDED EXIRAVERTGNFLRTRUSSES 0EXTEWRWALLS ARZ <br />10/19/18 <br />Reyhanpers,dropFG_s114',rv'dcanl(@garage rdg <br />9/24/19 <br />REVISEDLOADING ON FTG5 ARZ <br />12/17/1 <br />CJARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE G, N, W, <br />WINTER HAVEN FLORIDA 33880 <br />PHONE:(800) 959-6806 <br />FAX: (863) 294-2488 <br />IL [ <br />BUILDER :LENNAR 110\11,S CI:NTAI, <br />ROJECT : ARGIL; S <br />ODEL :'2 51 <br />CA PROJ/MODEL/ALT <br />(A2 51 'A <br />LT DESC: <br />TC <br />OT BLOCK <br />DESIGNER <br />PAGE <br />SlIC <br />/11 15 <br />EDA <br />SCALE <br />31 76381, <br />1 i l "=1' <br />Ar1111INTION! <br />DON'T LIFT SINGLE TRUSSES <br />VIATH SPANS LONGER THAN <br />30' BV THE PEAK <br />CONSULT SCSI -91 <br />or I <br />30, Spen or 30'"80' <br />SPn... Bern <br />60 degrees <br />... <br />linn F°'� pu To Ilne span eppro" <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 />M <br />N <br />0 <br />N <br />• <br />, ,(,�' <br />toe <br />O <br />to <br />_j' I <br />LL,"" 0 <br />Q <br />o, � Iti <br />dvVb <br />z <br />` <br />Ca <br />_ <br />aS°" • <br />p <br />w <br />0 <br />z <br />a <br />0 a) LO - E <br />V •c 0 o <br />M d <br />U ry C') <br />O <br />T11 •� p E: 8 $ Q <br />L <br />.N W d <br />a� <br />o E0c) <br />TN <br />v v �1_ CL -0 <br />LU W'^ LU <br />vi wpm <br />Lu <br />LUWQ n' J Q, ~zIY <br />W V <br />Q I-- <br />�- <br />02JfA���f¢nLLUY0 <br />�tnO�Ou LL <br />O200cooz�`t <br />JO <br />O <br />Z <br />QD°dpg_a ZgYo <br />O¢ 0O �Q <br />QpQ <br />LL LL <br />O <br />zLU <br />OF- <br />L 5 ti <br />O <br />F- M <br /><C %FA <br />LL qq <br />I` <br />I-- of A M <br />li r <br />QUQ00 <br />Z F— <br />WZ <br />Ujo <br />O <br />J <br />puns <br />R <br />irtu <br />vie <br />1 �e <br />psi <br />I <br />t. I <br />CIO <br />1eW <br />I <br />c. <br />for <br />compli <br />nce <br />Q0 <br />with <br />A,e <br />the <br />e� <br />I <br />d <br />FBC <br />o <br />ed <br />by <br />9ebrl <br />An <br />le Kl <br />I <br />hr <br />� <br />xz3 <br />th I <br />0 <br />diti <br />CD <br />LO <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />O <br />O <br />o <br />0 <br />a <br />0 <br />0 <br />0 <br />l <br />co <br />NQ' <br />LO <br />O <br />04 <br />(? <br />M <br />C <br />O <br />to <br />O <br />(O <br />LO <br />zZ <br />az <br />ZW <br />-��-+ <br />O <br />L1J <br />U <br />0 o 0 <br />UU� <br />Lo <br />O <br />0 <br />or< <br />Q <br />Z <br />W-a <br />2 <br />w <br />In <br />0 <br />~pL_0 <br />CV <br />� <br />Zoe <br />■ <br />w <br /><�� <br />¢ <br />O <br />ZWO <br />O <br />U <br />ix <br />W,L <br />Z <br />Z <br />(nz <br />U <br />F_ <br />0 <br />0- <br />_0 <br />W <br />z <br />01 <br />W <br />J <br />N <br />LAST PLOT DATE <br />O <br />• <br />May 8, 2023 <br />Z <br />_11aaaa <br />0 <br />_l <br />FRAMING PLANS A <br />