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e <br />c <br />a <br />C <br />SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' <br />1 /411 = 1'-011 <br />30'-0" <br />J1 <br />CJ <br />- <br />-- <br />7 <br />- <br />J3 <br />CJ <br />- <br />-- - <br />— <br />- <br />0 <br />J5 <br />CJ <br />1016# <br />A5G U = 1016 <br />o <br />A4 <br />v <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A3 <br />A2B <br />ao <br />A2 <br />80 <br />D <br />r` <br />o <br />C <br />60 <br />A2A <br />A3 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4A <br />A613 U = 1332 <br />Q <br />r <br />CJ <br />CJ <br />5, <br />O <br />bo <br />4 <br />CJ <br />B2 <br />11 <br />L <br />L <br />L <br />C7 <br />I_ <br />B3G <br />Gil <br />CJ <br />`r <br />07=77 <br />2 <br />N <br />r <br />2X4 STICK LUMBER <br />24" O.0 MAX <br />IN LINE WITH JACKS <br />(see detail in eng pack for grade) <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />V I VC <br />I <br />SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A <br />1 /411 = 1'-0„ <br />15d COMMON NAILS <br />or 0.128" x 3" GUN NAILS <br />Total Truss Quantity = 103. <br />V1✓✓.✓l1 //1 ✓A I/ <br />11,�II <br />16 <br />21 -011 <br />TYFICAI. 5' 5�OACK <br />COF\W,5�T �A�IN6 <br />ANb 5FACIN6 <br />I?FF�I? 1"0 �N6, <br />PACK F01P, <br />CONNFC11ON, <br />CJ5 <br />LO <br />U <br />M <br />U <br />I �II <br />16 <br />21 OI1 <br />TYPICA. T5� '13ACK <br />COI?Wf?5�f LVC3 LIN6 <br />ANb 5FACIN6 <br />FLUM3 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 CN 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, MTS1u'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 />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 CUT BACK 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 />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-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 />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# psfnnn-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 />H�- 4-111611 <br />12 <br />_101012* a <br />12 0 <br />MAR 0 9 2021 <br />V - <br />Virtual Review Assi <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />HANGER CHART <br />4 = HUS 26 (SIMPSON) <br />a = LUS24 (SIMPSON) <br />= HHUS46 (SIMPSON) <br />La dcJ End 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' to 60Span <br />30' Span or I ss ' <br />Spreads Bar <br />\ 60 degrees <br />y or less <br />Ta line r span approx. Te 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 />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFT'S OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />i <br />WALL KEY <br />I % • ' <br />iiiiiii� �I�►���I�I <br />DESCRIPTION INIT. DATE <br />BASE LOAD JMD <br />06/26/15 <br />LC7, EXTENDED FT3A JMD <br />08/06/15 <br />MADE FT3ATOW PIECE JRH <br />10/31/16 <br />rRB01 <br />LC9 JTH <br />12/7/17CHANGED <br />HANGERS TO SIMPSON RDP <br />03/08/18 <br />REV. RE's JRH <br />11/22/19 <br />REV/ FLOOR BRG. JRH <br />3/4/2020REV. <br />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) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECT :TIMBER CREEK <br />MODEL :1873 AMERICAN DREAM/A <br />CCA PROJ/MODEL/ALT <br />.7A2/ 1871A <br />ALT DESC: <br />OTC <br />LOT BLOCK : <br />(7ESIGNER PAGE <br />. JMD <br />DATE <br />06 26 2015 <br />LAN# SCALE <br />.N31 J835L 1 4" "=I. <br />N <br />N <br />0 <br />N <br />0 <br />M <br />LO <br />00 <br />Ln <br />¢ <br />3 <br />Z <br />LLI <br />`? <br />: <br />0 <br />o <br />?Ht • <br />w <br />z <br />Ul <br />C <br />_W L �O U <br />MC ti <br />N M <br />N �,% -O -0— co <br />'_ = o <br />` 8 <br />00� �a <br />"N 6� <br />Lu QA <br />N i o E- .9) <br />0 ^ ° a <br />LLI <br />Lll W <br />W vi w O I— <br />W H~ X 3 WW Z W Z <br />Wj <br />D <br />IY Q U <br />J�O�IYNLLUOOLL JO <br />?(�X Z W ozms"I—Q~ <br />co�aa>(ujLULU <br />0 0 <br />0 z <br />x¢p - <br />�¢ a. <br />OW <br />0Z�Z��UOQ <br />¢~w 2 <br />0 0 ¢ Q� <br />LL � LL <br />A <br />O <br />O <br />OW <br />> t) C:) <br />O <br />`M ON <br />z <br />Q J Lif) <br />U) LL <br />LU <br />F— ro <br />z I— tb <br />z <br />W <br />Jo <br />J <br />dam' <br />N <br />N <br />O <br />N <br />I <br />r <br />O <br />1 <br />CV <br />O <br />O <br />c6 <br />CID <br />CO <br />e— <br />0- <br />� <br />0- <br />� <br />O <br />N <br />C:)O <br />N <br />CD <br />N <br />CD <br />N <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />cz <br />N <br />0 <br />O <br />1 <br />O <br />1 <br />O <br />I <br />00 <br />O <br />I <br />CV <br />r <br />C7 <br />I <br />O <br />� <br />O <br />O <br />O <br />O <br />O <br />O <br />r <br />O <br />T-- <br />N <br />0 <br />O <br />p <br />N U <br />� <br />� <br />C)o <br />N <br />co <br />C)O <br />� <br />LOCO <br />O <br />CD <br />ti <br />11L0 1q, <br />1 <br />00 <br />Z z <br />z O <br />+ <br />V_o�o <br />0W(nn <br />LU <br />Q <br />Q <br />¢ <br />L <br />r <br />O <br />XWM <br />CL <br />� � <br />z <br />zLU <br />X <br />r� <br />=M0Z <br />LU <br />L <br />Z <br />Q <br />�MZW <br />w <br />_ZZ <br />00 <br />0 <br />y/�' <br />Q Wi <br />r0,-32w <br />UWZz <br />z <br />=¢O <br />z <br />U <br />a <br />oU <br />0 <br />00 <br />Q!' <br />z <br />¢ <br />W <br />W <br />00 <br />0 <br />O <br />LAST PLOT DATE <br />Nov. 30, 22 <br />Z 0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN A <br />