Laserfiche WebLink
O <br />N <br />0 <br />v <br />g <br />M <br />V-11 1/4" <br />26-0" <br />SECOND FLOOR - FLOOR FRAMING PLAN <br />1 /4It = 1'-011 <br />2'-0 3/4" <br />N <br />0 <br />N <br />(V <br />0 <br />C <br />0 <br />SECOND FLOOR - ROOF FRAMING PLAN <br />1 /4" = 1'-0" pug p 2u2Z <br />\v/1, <br />y14, 1 <br />JOT ^��r.�,neorC,4 <br />FditiOn by <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />CJ5 <br />q X <br />CJ1U <br />V-0 5/16"'t,-� 1, 7-0" 1, 2'-0" <br />TYPICAL T SETBACK CORNER -SET TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING LABELING AND SPACING <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 DOE 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 />e 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 CUT BACK 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. <br />* PLEASE REFER TO BCSI-131 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 = 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 />[BCDL <br />dditional 10# psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />CLL = 40 PSF <br />CDL = 10 PSF <br />= 5 PSF <br />OTAL = 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 />Labeled End Mark <br />HANGER CHART <br />d = HUS 26 (SIMPSON) <br />d = LUS 24 (SIMPSON) <br />A k = HHUS 46 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />HEEL= 4-1/16" <br />PLUMB <br />CUT <br />THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID <br />IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS <br />AND ARCHITECTURAL DRAWINGS SUPERCEDE THIS <br />DOCUMENT. <br />ATTENTION! <br />30' Soanlorless <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />60 degrees <br />or less <br />3a to <br />i 112 I <br />fine span aW... '1 Te line I' apa^ epixox. 1 <br />REFER TO BCSI -B1 <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 />DESCRIPTION INIT. DATE <br />BASE LOAD JMD <br />07/01/15 <br />LC7,EXTENDED FT3A JMD <br />08/07/15 <br />ADD FT7 JRH <br />10/21/16 <br />LC9 JTH <br />12l1/17 <br />ERB01 <br />CHANGED HANGER TO SIMPSON RDP <br />03/08/18 <br />REV. FLOOR BRG. JRH <br />3/,V2020 <br />REV. FLOOR SPLICING JRH <br />8/6/2020 <br />UPDATED FOR LCA SHM <br />1/15/2021 <br />1 <br />CARPENTER <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 :VARIOUS <br />MODEL :1873 AMERICAN DREAM/1 <br />CCA PROJ/MODEL/ALT <br />.7A2 1871B <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />(77GNER PAGE <br />.JMD <br />DATE <br />077 01 2015 <br />LAN# SCALE <br />.N319839L 1 4" "=1' <br />N <br />N <br />CD <br />00 <br />1 • <br />LO <br />T <br />1 <br />o: <br />z <br />s x <br />w <br />w <br />0 <br />z <br />a <br />^, <br />� E <br />W <br />L. -C 00 ^ a <br />CM CN <br />N <br />V � -o f 2 M <br />A, o t a <br />W U o <br />O M 8 9 <br />'N <br />t U6"'-� +, <br />u W QN ; <br />a)` <br />o E i P) <br />l� a <br />LIJW <br />�/ rLU^ <br />Wr, <br />0 Ld C6 w0I— <br />wllo- <g- wgYzof Z <br />_j 0� W <br />(D <br />4 v <br />Q= tnU_U000, JO <br />=d0 Zt�i t_ Z 0=HQ <br />NWWu9IoZoWo�mz= U <br />d <br />(n Z <br />�Oa0ZYeaz �0W0�a <br />aDuai��EQ..�_gZogU�¢ <br />LIL.OQ <br />0 =O OQQ¢Q,Q <br />U. <br />N <br />O W <br />>�o <br />�4 <br />,14 <br />"0 C:, <br />C)I� <br />a � <br />Ln <br />� CLej <br />-I-I <br />W <br />Z � F— <br />w <br />N <br />N <br />O <br />N <br />O <br />I <br />CV <br />O <br />0 <br />m <br />•— <br />o <br />ao <br />0 <br />0 <br />o <br />r- <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 />N <br />CV <br />N <br />O' <br />o <br />O <br />O <br />ob <br />N <br />Cy')N <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />' <br />LOV- <br />•L <br />� <br />� 1 <br />C) <br />C,4.1 <br />C) <br />Co. <br />0 <br />II <br />0 <br />Lo <br />0 <br />1 CO 1 <br />0 <br />ti <br />Cr <br />00 <br />co <br />Z z <br />LD <br />W <br />UjW <br />O� <br />O-0 <br />� <br />�o�o <br />Oo�a <br />.� <br />Z <br />ZW~a <br />Q:5 <br />~m0z <br />r' <br />2: <br />�_ <br />/(D0=Z <br />V <br />J <br />Q <br />� <br />zItT-4 <br />a- <br />Z Z <br />WZCn <br />Q <br />Z � <br />z <br />�QO <br />• <br />Z <br />U <br />v <br />g <br />Oo <br />m <br />� <br />Z <br />Q <br />Z <br />w <br />Uj <br />0 <br />� <br />o <br />N <br />LAST PLOT DATE <br />Jun. 17, 22 <br />. ■ <br />z <br />0 <br />2ND FLOOR ROOF <br />z <br />J <br />FRAMING PLAN B <br />