Laserfiche WebLink
C <br />SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' <br />1 /411 = 1 '-011 <br />0 <br />CV <br />2X4 STICK LUMBER <br />24" O.0 MAX <br />IN LINE WITH JACKS <br />(see detail in eng pack for grade) <br />30'-0" <br />Cn 0 W P _mil <br />0 <br />ti <br />J1 <br />1016# <br />7 <br />/A5G U = 1016 <br />CJ <br />J3 <br />CJ <br />-- <br />- <br />- - — <br />J5 <br />CJ <br />o <br />A4 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A3 <br />bo <br /><- <br />A2 B <br />A2 <br />00 <br />D <br />—1 <br />1 <br />r` <br />0 <br />C <br />1 <br />N <br />A2A <br />A3 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4A <br />Ai U = 1332 <br />�— <br />q <br />o <br />Q <br />c7 <br />480 <br />CJ <br />CJ <br />y <br />CJ <br />B2 <br />L <br />I <br />63G <br />CJ <br />J1 <br />E2 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />V IVC <br />M <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' <br />1 /411 = 1'-011 <br />15d COMMON NAILS <br />or 0.128" x 3" GUN NAILS <br />Total Truss Quantity = 103. <br />0 <br />IKKK1 _Y VA I <br />-00 <br />21,011 <br />FICA, 5' 5�OACK <br />COFMF,5�f LA�1% <br />ANb 5�ACI% <br />p�FFp TO FNG, <br />PACK FOP, <br />CONNFCION, <br />i <br />co <br />U <br />�� U <br />,O <br />16 <br />21 -011 <br />TYPIC& 7' 5MMCK <br />COFMF,5�T �A�FMCi <br />ANb 5PACIN6 <br />FLIJ0 cur <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-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. PLEASE REFER <br />TO BCSI-B1 FOR ANY ADDITIONAL BRACING <br />DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL = PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1 � 25 % <br />WIND SPD/TYPE = 140 <br />ENCLOSED <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 />FEC 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 3/4" FROM <br />• EXTERIOR BLOCK 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 />H�_ 4-111611 <br />2 <br />additional I i 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 />virtual Review Assist, ►nU- <br />plans Review completed and ap <br />OV <br />far compliance a+Anne 2020 "CK ahr PX2300' <br />by Deb <br />HANGER CHART <br />A L = HUS 26 (SIMPSON) <br />i i = LUS24 (SIMPSON) <br />\ = HHUS46 (SIMPSON) <br />babeled end Mark <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' Span or I ss 30' to 60' Span <br />Spreader Bar <br />60 degrees <br />or less <br />1/2 I I 2/3 to 1/2 <br />Ta line r span approx. Ta line f span approx. <br />REFER TO BCSI -1131 <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 />ROOF DESIGNED FOR <br />IIINC-1 L� <br />ALL REACTIONS OVER 5000# <br />AND UPLIFT'S OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />�i, <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />BASE LOAD JMD <br />06/26/15 <br />RA01 <br />LC7, EXTENDED FT3A JMD <br />08/06/15 <br />RB01 <br />MADE FT3ATOW PIECE JRH <br />10/31/16 <br />RB01 <br />LC9 JTH <br />12/7/17 <br />RB01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/08/18 <br />RC01 <br />REV. RE's JRH <br />11/22/19 <br />RD01 <br />REV/ FLOOR BRG. JRH <br />3/4/2020 <br />RE01 <br />REV. FLOOR SPLICING JRH <br />8/6/2020 <br />RF01 <br />UPDATED FOR I SHM <br />1/15/202 <br />LOAD# DESCRIPTION INIT DATE ii <br />RG01 <br />ENTRY TRUSSES INTO LEDGER JTH <br />7/27/21 <br />RG01 <br />RELABEL ADD 7G4 MAW <br />10-22-21 <br />I <br />01 <br />DELETE PROJECT 7G4 GSB <br />2/22/2022 <br />RH01 <br />REV. SPACING JRH <br />08/19/2022 <br />CARPENTER <br />CONTRACTORS <br />- - - --OF <br />AMRICA <br />3900 AVENUE <br />G, N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONEI <br />(800) 959-8806 <br />FAX: <br />( 863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECT :TIMBER CREEK <br />MODEL A873 AMERICAN DREAM/A <br />CCA PROD/MODEL/ALT <br />.7A2/ 1871A <br />ALT DESC: <br />OTC : <br />LOT BLOCK: <br />DESIGNER PAGE <br />.JMD <br />DATE <br />00 / 26 201 5 <br />LAN# SCALE <br />•N319835L 1 495 "=I <br />�I <br />i <br />M <br />N <br />o <br />N <br />aD <br />' :✓a - .. n o� '� <br />Ln <br />CD <br />00 <br />s <br />V) <br />LL <br />ul�s <br />ULI <br />z <br />Q <br />i <br />W <br />2 0 U <br />Z (" N QI <br />co <br />} <br />VA -0-0f 'fi,% <br />W s <br />W � 0 L o <br />rn <br />O LL r, O Q <br />� <br />•N <br />n, <br />.� W C`� a <br />Q N <br />L 00 <br />W <br />E � ..� <br />i <br />W L1J <br />(D W <br />O� WI — <br />Li 2 O z= <br />i­- Ir j Wig <br />W 0— <br />iD—_J0 0LLc)0_j0 <br />< Q U <br />I__ <br />�0J0 <br />WLL-z2_j QQZ <br />oitOomZz o <br />LU LiZLU <br />(f00 <br />Cn 0 Z <br />�Oa�zYozzLLpW0Wa <br />¢�¢OwQcn-wzc�°o <br />LL <br />pW �_HI— �LU Q <br />0 W O O <br />Q <br />LL¢ o ¢LL <br />a <br />O <br />O <br />N <br />Ow <br />4 " O <br />`M O <br />Q Ln <br />J <br />LL <br />z <br />< L'i Lri <br />a a rn <br />Q Q <br />00 <br />II-_ <br />Z 3 <br />WLU <br />C:) <br />O <br />N <br />N <br />N <br />O <br />O <br />N <br />I <br />� <br />O <br />I <br />A <br />I <br />4 <br />N <br />CD <br />N <br />C:) <br />N <br />O <br />O <br />O <br />o <br />00 <br />0) <br />M <br />C4 <br />CO <br />M <br />O <br />O <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />N <br />O <br />O <br />I <br />O <br />d—CD <br />O <br />Op <br />N <br />A <br />0 <br />d' <br />O <br />O <br />O <br />O <br />6 <br />C)O <br />O <br />O <br />N <br />N0 <br />' <br />N <br />L <br />a, <br />i <br />Oo0000 <br />N <br />C6 <br />4. <br />6. <br />CO <br />P_� <br />LO <br />1 <br />CT <br />00 <br />Z Z <br />— z o <br />Lij <br />oWi <br />5;LLI <br />a-+ <br />104o <br />Q <br />�o�o <br />�Q <br />� � <br />Z <br />zW�� <br />�—CO0Z <br />r=n0=z <br />v <br />Z J <br />a <br />z W <br />Ti <br />Z Z <br />C.0 <br />L �' <br />O_5Mw <br />N <br />Q <br />r <br />Z l <br />LZZ <br />�QO <br />' <br />Z <br />U <br />� <br />g <br />OUa <br />O <br />W <br />< <br />ZA4W <br />Q <br />W <br />M <br />N <br />cy) <br />o <br />O <br />LAST PLOT DATE <br />May. 8, 23 <br />z 0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN A <br />�l1 1 : 7 P i - n i�t i5�u � :ll i. •F7T<. I- <br />-�— - 1 —- - --f--— Y <br />