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1 11 ti 1 11 1 1 <br />`C <br />c <br />C <br />C <br />SECOND FLOOR - FLOOR FLAMING PLAN (ELEVATION A <br />1 /411 = 1'-011 <br />0 <br />N <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 />J1 <br />J3 <br />0 <br />J5 <br />l <br />0 <br />v <br />co <br />O <br />60 <br />4 <br />I <br />109wow <br />w <br />cn <br />r- <br />cn <br />C <br />w <br />1016# \1 <br />7 <br />11 11 <br />Z� <br />A5G U = 1016 <br />A4 <br />z <br />- <br />Ljr" 0 P P Er_ L F FF LOT ri M1% j Pr, "QV r <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A3 <br />z <br />A26 <br />A2 <br />D <br />A2A <br />A3 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4A <br />A6G U = 1332 <br />Q� <br />q <br />d <br />B2 <br />M <br />C.) <br />2 n <br />L <br />B3G <br />CJ <br />2 <br />V-8" <br />21'-4" <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 />1O LNG, <br />PACK FOP <br />CO�CIOK, <br />CJ 3 <br />U <br />I1_0�11 <br />16 <br />Z -011 <br />TYPICAL 51 5MACK <br />COFMF\5�T LA3tLIN6 <br />ANb 5FACIN6 <br />CJ <br />CJ <br />Kt�rt�r? I rNG, <br />PACK FOP\ <br />COftCION, <br />CJ5^ <br />CJ3 <br />U <br />CJ1 <br />U ' <br />U <br />11,051I <br />16 <br />2' -011 <br />�YFICAL T5FfIMCK <br />COI\W\5�f LAMING <br />ANb 5PACIN6 <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 />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 CUT BACK 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 FOUNDA 1 ION PLAN FOR COLUMN SIZES <br />12 <br />HANGER CHART <br />aL = HUS 26 (SIMPSON) <br />� a = LUS24 (SIMPSON) MAY 12 1013 <br />\= HHUS46 (SIMPcp wrD n <br />Virtual Review Assistflnc\ <br />Plans Review completed and appr <br />f ,tbmp once with the 2020 FBC 7th <br />by Debra Anne Klahr PX2300- <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 2/3 to 1 /2 <br />■ <br />Ta line span approx. Ta line f 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 />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 = 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 />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# 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 />.00 <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />DESCRIPTION INIT. DATE <br />BASE LOAD JMD <br />06/26/15 <br />LCT EXTENDED FT3A JMD <br />08/06/15 <br />KRB01 <br />MADE FT3A TOW PIECE JRH <br />10/31/16LC9 <br />JTH <br />1217/17 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/08/18 <br />REV. RE's JRH <br />11/22/19 <br />RDO1 <br />REV/ FLOOR ERG. 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 />G-� <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G. N.W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PH❑NE: <br />(800) 959-8806 <br />FAX; <br />(863) 294-2488 <br />BUILDER :LENNAR HOMES/CENTRAL <br />PROJECT :TIMBER CREEK <br />MODEL :11373 AMERICAN DREAM/A <br />CCA PROJ/MODEL/ALT <br />.7A2/ 1871A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />fDESIGNER PAGE <br />D <br />6 2015 <br />SCALE <br />31 91335L 1 4" "=1' <br />f.i .. <br />co <br />co <br />• • .: <br />Ln <br />00 <br />;t <br />1•'�,N,.4+e <br />L0 <br />e�- <br />z �— <br />Z <br />a., a <br />WW <br />w <br />a <br />z <br />Q <br />SIN O Lo <br />� <br />_W L N u <br />o M � <br />N M <br />M � <br />A� E L 2 <br />? o 2 8 <br />O �S o Q <br />Q <br />s QC) <br />_ - �� <br />'cn V w aN <br />W L p E Cc <br />W <br />oC3 <br />LL �; WoF- <br />es¢ ztY Z <br />W�� I W Y <br />¢11VOO <br />rWV W <br />1� Q U <br />Q <br />�O�_aoa <br />=0OJZLW Ozmo,t—"Q~ <br />oomZZ <br />0 <br />l— F- <br />Z <br />ofnWLU0 <br />v)W6WinwWW�5XW< <br />Q�QoWQozwZo�°oa. <br />�U' <br />LL <br />O W � H- H- 2 LU <br />OLIL Q =O O a� <br />q Q <br />a <br />O <br />O <br />fV <br />OW <br />cn = o <br />H O <br />O <br />0 `M O <br />d Lf) J Ln <br />LL <br />V) <br />W Q Ln <br />>- <br />Q <br />Q 00 <br />Z � <br />� <br />W <br />W <br />J� <br />mi <br />N <br />N <br />N <br />N <br />N <br />CD <br />N <br />r <br />O <br />r <br />cM <br />t <br />N <br />O <br />N <br />O <br />CV <br />O <br />O <br />O <br />0 <br />00 <br />W <br />m <br />00 <br />00 <br />O <br />O <br />O 04 <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />C:)O <br />N <br />CV <br />O <br />N <br />O <br />I <br />CA <br />N <br />r <br />CA <br />O <br />i <br />'t <br />O <br />6 <br />r <br />O <br />t <br />00 <br />O <br />i <br />CV <br />� <br />c") <br />CD <br />4 <br />0 <br />� <br />0 <br />O <br />00 <br />O <br />O <br />O <br />N <br />0 <br />O <br />p <br />CVm�000000 <br />L J <br />> <br />N <br />co"4- <br />LO <br />CD <br />I` <br />U,W) qq- <br />CO <br />z z <br />LU <br />owin <br />W <br />a <br />OWW2 <br />.� <br />Z <br />Z <br />LU <br />F-MOZ <br />Z ?> J <br />a <br />�2Z= <br />r-I <br />z z <br />W I� <br />O�2z <br />00 <br />U�zM <br />z r-1 <br />= �c p <br />~ <br />• <br />Z <br />U <br />OU� <br />o <br />W <br />� <br />Q <br />z <br />z <br />J <br />W <br />M <br />N <br />N <br />LAST PLOT DATE <br />> <br />Mar. 23, 23 <br />Z Q <br />2ND FLOOR <br />ROOF <br />FRAMING PLAN A <br />