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C <br />�rvw <br />SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A <br />1 /4if = 1'-011 <br />c <br />t� <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 />0 <br />ti <br />J1 <br />1016# <br />7 <br />A5G U = 1016 <br />CJ <br />J3 <br />CJ <br />J5 <br />CJ <br />o <br />A4 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A3 <br />-� <br />A2B <br />A2 <br />0? <br />D <br />r` <br />Cl) <br />0 <br />O <br />A <br />N <br />A2A <br />A3 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4A <br />A6G U = 1332 <br />O <br />9 <br />o <br />Q <br />v <br />CJ <br />CJ <br />d <br />CJ <br />B2 <br />C <br />i <br />�. <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 />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' <br />1 /4if = 1'-011 <br />16d COMMON NAILS <br />or 0.128' x 3" GUN NAILS <br />Total Truss Quantity = 103. <br />0 <br />1-0511 <br />16 <br />2 ,011 <br />TYPICAL 5' 5�OACK <br />COI;N�I?5�f �VLING <br />ANb 5FACI NG <br />P�P�p i0 FNG, <br />PACK POP, <br />CONNECION, <br />CJ5 <br />CJ3 `ZY <br />/� U <br />v16 <br />21 -011 <br />11'�ICP� �' S��13ACK <br />CO�N��S��" �A6C�ING <br />ANb 5PACIN6 <br />P�uMC� 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-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-131 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 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 />12 <br />5 �- <br />2� � <br />12 0 <br />MAR 2 5 2023 <br />Virtual Review Assist, Ir__. <br />Plans Review completed and approved, <br />compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300I <br />HANGER CHART <br />4 b,= HUS 26 (SIMPSON) <br />a = LUS24 (SIMPSON) <br />= HHUS46 (SIMPSON) <br />Labeled end Mark <br />ATTENTION I <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 />I 112 �I 2/3to112 �I <br />Ta line f span approx. 1 Ta line i span approx. 1 <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# psfnnn-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 FOR <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <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 FT3A TOW 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 />1 <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 SHIM <br />1115 2 <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 />MERICA <br />3900 AVOENUE <br />G <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHENEI <br />(800) 959-8806 <br />FAXI <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECT :TIMBER CREEK <br />MODEL :1873 AMERICAN DREAM/� <br />CCA PROJ/MODEL/ALT <br />.7A2/ 1871A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />JMD <br />DATE <br />06 20 2015 <br />LAN# SCALE <br />.N319835L 1 4" "=1' <br />,r=, <br />' <br />N <br />04 <br />o <br />N <br />ZN <br />Ln <br />01.) 9 t <br />00 <br />LO <br />¢ <br />z <br />w <br />w <br />0 <br />z <br />� <br />N 0L-0 E <br />N <br />_W I` 'L-0q <br />O M `_ d <br />Cn V � � $ co2 <br />8 <br />Oo 2 o <br />_D <br />° �� m <br />i U�' <br />0 LU Q N <br />7O1 i o E 2 <br />W <br />0L - LIJ <br />30 <br />QM 2OZLU H-— � <br />O¢� <br />W=__O��VO,0-jO <br />Q <br />� <br />?0xJoZ2°❑�- <br />wZLL LL <br />0no 0R0om°z <br />°Z <br />C�W0WLuW <0 gLL <br />°0 WUOZWFWQ0 Q <br />O ❑ Q Z ¢ <br />LL <br />U_ ¢ O ¢ <br />O <br />O <br />fV <br />OW <br />F- <br />E--I <br />� O <br />L] M CD <br />a�"'� <br />2: LLL N <br />C_ r) <br />� <br />z <br />< >- Q 00 <br />U <br />~ <br />Z 3 <br />LU <br />J� <br />N <br />N <br />O <br />N <br />I <br />O <br />CV <br />O <br />O <br />06 <br />LO <br />Co <br />'T- <br />00 <br />T- <br />00 <br />T- <br />O <br />N <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 />N <br />I <br />O <br />O <br />I <br />O <br />I <br />O <br />— <br />I <br />Ob <br />Oj <br />N <br />A <br />I <br />0 <br />� <br />0 <br />O <br />0 <br />O <br />0 <br />O <br />O <br />N <br />C <br />O <br />0 <br />N <br />� <br />i <br />O <br />C41 <br />O <br />co <br />O <br />I .t I <br />O <br />LO <br />O <br />CO I <br />r- <br />r- <br />000 <br />Z z <br />° <br />wv, <br />❑ <br />C)� <br />M -0 <br />=) <br />0 EL <br />Oa=� <br />LU <br />�- <br />�~m0z <br />; <br />=I•—=Z <br />{� <br />, <br />z <br />Z <br />Q <br />LLI <br />z XT�( <br />12ZZ <br />C0 <br />LU �. <br />O�gz <br />>= O <br />M <br />Q 00: <br />U <br />ILw <br />CD z z <br />z T__1 <br />Q o <br />L.1.. <br />z <br />v <br />U <br />a <br />0 <br />MO <br />W <br />< <br />z <br />z <br />W <br />W <br />C) <br />o <br />� <br />O <br />LAST PLOT DATE <br />Dec. 15, 22 <br />z 0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN A <br />