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z <br />C <br />7nl All <br />SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' <br />1 /411 = 1'-011 <br />c <br />N <br />2X4 STICK LUMBER <br />24 O.0 MAX <br />IN LINE WITH JACKS <br />(see detail in ang pack for grade) <br />30'-0" <br />9 W n cn <br />J1 <br />1016# <br />7 <br />A5G U = 1016 <br />CJ <br />J3 <br />ll <br />CJ <br />-- <br />-- - <br />- <br />----- <br />-- <br />J5 <br />CJ <br />o <br />A4 <br />_PS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A3 <br />bo <br />-� <br />A2B <br />A2 <br />00 <br />D <br />ti <br />to <br />0 <br />O <br />zo <br />N <br />A2A <br />A3 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4A <br />A6G U = 1332 <br />r <br />q <br />00 <br />o <br />Q <br />d <br />V <br />t <br />c <br />q <br />CJ <br />J <br />C <br />B2 <br />I L <br />I L <br />I L <br />CO) <br />L <br />� <br />d <br />B3G <br />CJ <br />J1 <br />E2 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />V IVC <br />�� <br />SECOND FLOOR- ROOF FRAMING PLAN (ELEVATION A' <br />1 /411 = 1'-011 <br />15d COMMON NAILS <br />or 0.12a" x 3" GUN NAILS <br />Total Truss Quantity = 103. <br />F\F��p TO LNG <br />PACK FOP\ <br />CONNECTION, <br />CJ3 <br />0 <br />� <br />CJ1 M M1 <br />U <br />�0 <br />U <br />-0I611 <br />Z -011 <br />11'FICAI 51 5��13ACK <br />ANb 5FACI NG <br />0 <br />I ,01611 <br />2i 011 <br />TYFIC& 7' 5�0ACK <br />COFMN ,5Ff LA�F�ING <br />AW 5PACI NG <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 FCR 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-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. 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 = 145 <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 />FBC 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 CUTBACK 3/4" FROM <br />• EXTERIOR BLOCK WALLS. <br />• FLOOR TRUSSES ARE CUTBACK 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-I / 1611 <br />12 <br />5 � <br />--� ' 10 <br />12 <br />MAR 0 4 2023 <br />Virtual Review Assist. Inc - <br />Mans Review completed and approved <br />-tat compliance with the 2020 FBC 7th Edition <br />b7 Mehra Anne I(lahr PX2300 <br />HANGER CHART <br />A L = HUS 26 (SIMPSON) <br />Ai = LUS24 (SIMPSON) <br />= HHUS46 (SIMPSON) <br />labeled end Mark <br />ATT NTT O N ! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -131 <br />30' Span or I ss 30' to 60' Span <br />Spreader Bar <br />60 degrees <br />or less <br />I_ 1/2 �I I 2/3to1/2 �I <br />Ta line span approx. Ta line span approx. <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 />additional 10# 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 />ROOF' DESIGNED F°OR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />PEW��", <br />AD DESCRIPTION INIT. DATE <br />1 <br />BASE LOAD JMD <br />06/26/15 <br />01 <br />rRB01 <br />LC7, EXTENDED FT3A JMD <br />08/06/15 <br />01 <br />MADE FT3A TOW PIECE JRH <br />10/31/16 <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 LCA SHM <br />1/15/202 <br />LOAD# DESCRIPTION INIT, DATE <br />RG01 <br />ENTRY TRUSSES INTO LEDGER JTH <br />7/27/21 <br />RG01 <br />RELABEL ADD 7G4 MAW <br />10-22-21 <br />RG01 <br />DELETE PROJECT 7G4 GSB <br />2/22/2022 <br />RH01 <br />REV. SPACING JRH <br />08/19/2022 <br />CARPENTER <br />-� <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N, W, <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE:( <br />800) 959-8606 <br />FAX: <br />(863) 294-2488 <br />BUILDER LENNAR HOMES/CENTRAL <br />PROJECT :TIMBER CREEK <br />MODEL :1673 AMERICAN DREAM/A <br />CCA PROJ/MODEL/ALT <br />.7A2/ 1371A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />JMD <br />DATE <br />00 26 2015 <br />LAN# SCALE <br />.N319335L 1 1 455 "=1' <br />N <br />N <br />0 <br />N <br />0 <br />_M <br />Ln <br />co <br />LO <br />14 c ao .' <br />3 <br />z <br />w <br />t� <br />2 <br />w <br />z <br />a <br />n0 O L0 <br />W L ,0C, U <br />\T M N d <br />V) V -6- 2 co <br />u o <br />z 0, <br />.Ns W <br />UCC)�^ N <br />7N :LD <br />V a <br />LIJLliLLILU� <br />i <br />ou � <br />W W W <br />z� <br />es <br />Wx2J5 <br />� �0z <br />won-j<o<< <br />— n iYU0L0 <br />QQV09ZLL <br />I- <br />o� LL� <br />z20o�aQz� 2z0W00M= <br />U <br />LU <br />00 <br />W 0 Z <br />_jOa0zYe0 zLLO0W O a <br />¢a<_<Lu-V5 LuZ-2UQ <br />O W 0 O �LUC0 Q Z g Q <br />QLL <br />a <br />O <br />O <br />N <br />O <br />F--I <br />O <br />z <br />0 `M O <br />Q J Ln <br />U') LL <br />F- d a ro <br />I— <br />Z <br />Z <br />WC:) <br />J <br />J <br />N <br />N <br />O <br />N <br />0 <br />I <br />CV <br />O <br />0 <br />c <br />M <br />mooaoOOO� <br />r- <br />Ir- <br />Ir- <br />N <br />N <br />N <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />(N <br />0 <br />N <br />O <br />N <br />C6 <br />O <br />r <br />O <br />Op <br />CV <br />A <br />4 <br />C:) <br />I <br />' <br />C:)�O <br />;� <br />d) <br />C)� <br />O <br />O <br />� <br />N <br />CD <br />C) <br />O <br />1 <br />L <br />� <br />OIDO <br />N <br />� <br />d' <br />O <br />� <br />C) <br />(0 <br />C) <br />P­ <br />LO <br />1 <br />Z Z <br />—z o <br />owU) <br />LUWr5; <br />-� <br />0 o <br />Q <br />�oRo <br />Oa=¢ <br />Lr) ma <br />Z <br />Z <br />W P P <br />~MOZ <br />I- <br />�— <br />2z <br />w <br />Q <br />� <br />/i-2z� <br />z z <br />0_52w <br />O <br />� 00: <br />�ZU) <br />Z � <br />M:QQ <br />• <br />z <br />g <br />U <br />U <br />� <br />00 <br />W <br />� <br />ZW <br />Q <br />W <br />M <br />o <br />O <br />LAST PLOT DATE <br />Nov. 30, 22 <br />z O <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN A <br />:1. 1.i I i. <br />