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N <br />M <br />N <br />30'-0" <br />FRAMED BY <br />Qi m rtco <br />SECOND FLOOR - FLOOR FRAMING PLAN <br />21'-4" 8'-8" <br />SECOND FLOOR - ROOF FRAMING PLAN <br />1 /419 = 1'-011 <br />U 1 /411 = 1'-019 <br />Total Truss Quantity = 93 <br />pFP�p TO LNG, <br />PACK FOP <br />CONNECTION <br />III I� <br />i,051� <br />16 <br />Z -01I <br />I)IFIC& / 1 5FTACK <br />COFMF\ 5�T ING <br />ANb 5FACIN6 <br />2' -011 <br />TYPICAL T 5MACK <br />COPMF15Ff LVLl% <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 CCNNECTORS 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 CUTBACK 314" 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 />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. <br />* PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL <br />BRACING 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 />F°BC 2020 <br />TPI 2014 <br />Truss member design & connector plates <br />are designed for ASCE 7-16 and maximum <br />forces from both components and claddings <br />and main wind force resisting systems. <br />* These trusses have been reviewed to carry an <br />additional 10# psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <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 />HFFU- 4-1/1612 <br />PLUMI3 CUT 2X 4 <br />1'-0" <br />i <br />pssos�.\n�- <br />y�eva and appro�e� <br />V trtuak Ramp eked 1th t0l <br />p,an5 ge;th the In pX2304 <br />#®r c©mp y Bebra Anne Il\ahr <br />HANGER CHART <br />A d = HUS 26 (SIMPSON) <br />d a = LUS24 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />= HHUS46 (SIMPSON) <br />Labeled Ord Mark <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -131 <br />30' Span or less 30' to 60' Span <br />Spreader Bar <br />60 degrees <br />or less <br />��span approx. ox. �l I' s an/a3 "1 <br />Ta line Ta line p pp,.. <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 />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />"I'll, 50000CC41, I MWINN-11h, 211 <br />.7. <br />LOAD DESCRIPTION INIT. DATE <br />R/01 <br />BASE LOAD JMD <br />07/01l15 <br />RA01 <br />LCTEXTENDED FT3A JMD <br />08/07/15 <br />RB01 <br />ADD FT7 JRH <br />10/21/16 <br />RB 1 <br />LC9 JTH <br />12/7/11/1�7 <br />B01 <br />CHANGED HANGER TO SIMPSON RDP <br />03/08/18 <br />RC01 <br />REV. FLOOR BRG. JRH <br />3/4/2020 <br />RD01 <br />REV. FLOOR SPLICING JRH <br />8/6/2020 <br />RE01 <br />UPDATED FOR LCA SHM <br />1/15/2021 <br />RF01 <br />ENTRY TRUSSES INTO LEDGER JTH <br />7/30/2 <br />LOAD# DESCRIPTION INIT. DATE <br />RF01 <br />RELABEL ADD 7G4 MAW <br />10-22-21 <br />RF01 <br />DELETE PROJECT 7G4 GSB <br />2/22/2022 <br />RG01 <br />REV. SPACING JRH <br />08/22/2022 <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />& N, W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE: <br />(800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECT :TIMBER CREEK <br />MODEL :1373 AMERICAN DREAM/1 <br />CCA PROJ/MODEL/ALT <br />.7A2/ 1371B <br />ALT DESC: <br />OTC : <br />LOT BLOCK <br />DESIGNER PAGE <br />.JMD <br />DATE <br />0701 201 5 <br />LAN# SCALE <br />.N319339L 1 4" "=1' <br />co <br />N <br />0 <br />N <br />co <br />LO <br />t <br />o <br />�- <br />_ =X <br />co <br />�n <br />�tt 4➢`„1 b <br />A iA <br />s <br />O <br />�sst� <br />W <br />0 <br />a <br />nV) N <br />� ,0 <br />W L U <br />M d <br />N <br />M In <br />cn V -0-0- M <br />;= s <br />` o <br />Z) �o <br />� 0 <br />rc) 5 LL o o Q <br />n1 QN o <br />00 E 2 <br />W <br />70 CD 00 <br />w <br />W (� W <br />°w C6 W°� <br />W ~— o✓2 Dc�Yezw z <br />�02J<°>> 0�< VO�JO <br />Q Q U <br />=) 0 ZLL LLLy0Z2°°l-QQ <br />° W�°Z°2°omZz ° <br />Cl0 0 <br />°a�ZYOZZ"-0W0 a <br />a0W°��P—�Wo°a <br />LLZ <br />Y Z Q <br />o o�QLL <br />oQ 0 <br />a <br />O <br />O <br />fV <br />OW <br />V) <br />Q0 O <br />. M,O <br />< U) <br />v LL <br />oCaa�", <br />z l— <br />z� <br />LU <br />Jo <br />J <br />N <br />N <br />N <br />O <br />O <br />O <br />O <br />c+'M <br />� <br />d- <br />r <br />N <br />O <br />N <br />O <br />N <br />O <br />O <br />O <br />O <br />(=; <br />0), <br />M <br />w <br />CO <br />0o <br />00 <br />CD <br />O <br />O <br />r- <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 />r <br />- <br />O <br />r <br />- <br />Ob <br />C <br />N <br />� <br />A <br />O <br />r- <br />CD <br />O� <br />CD <br />O <br />O <br />O <br />r <br />O <br />� <br />N <br />0 <br />O <br />C <br />O <br />' <br />N� <br />•L <br />�� <br />T- <br />CD <br />N <br />0 <br />M <br />0 <br />It <br />0 <br />U') <br />0 <br />CO <br />0 <br />I1- <br />Cr <br />CC) <br />Z z <br />- Z o <br />O <br />M-0 <br />Q <br />Uo� <br />Q <br />~ <br />OW=Q <br />Z <br />z <br />W or <br />I—m0z <br />�Zw <br />Q <br />0 <br />i'2ZWrl <br />Z z <br />Da2� <br />W� <br />O <br />Wzco <br />z <br />Qo,--q <br />- <br />Z <br />U <br />�U� <br />O <br />00 <br />Q <br />Z <br />Z <br />J <br />W <br />M <br />0 <br />N <br />� <br />O <br />LAST PLOT DATE <br />> <br />May. 8, 23 <br />z 0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN B <br />