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30'-0" <br />zM <br />M <br />0? <br />8'-0" <br />9'-6" <br />20'-6" <br />SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A <br />1 /411 = 1'-019 <br />N <br />0 <br />oa <br />CN <br />N <br />one <br />V-2 1 <br />�.1P <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ1A <br />CJ3A <br />CJ5A <br />L �1 <br />E <br />rA <br />U-1064# <br />A6G <br />A5 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />F_ <br />co <br />0 <br />LO <br />A4 <br />A3 <br />Q BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED <br />ATTIC <br />(ACCESS I <br />A1A <br />A2G <br />CJ1 <br />C2 <br />Am <br />22—ZZ <br />E2Ll <br />1'-0 5/16" <br />-v <br />-10 <br />3/8' <br />16'-0" 11 11/161, <br />a <br />tlut= <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A <br />1/4 If <br />/4If = 1'-011 <br />SHINGLE ROOF] <br />5�12 <br />HEEL= 1'-0 1/8" <br />PLUMB <br />CUT <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON F-8" A.F.F. <br />HANGER CHART <br />J L = HUS 26 (SIMPSON) <br />Total Truss Quantity = 98 <br />HEEL= 4 1/16" <br />PLUMB <br />CUT/ <br />12" <br />12 <br />12 <br />2 JJ <br />1 _ 2X4 <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 />. 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 />1. <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 = 145 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 />1 russ member design & connector plates <br />NOTE: are designed for ASCE 7-16 and maximum forces from <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE 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 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 FOUNDATION PLAN FOR COLUMN SIZES <br />additional 10# psf non -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 />v <br />Virtual ReviewN. <br />s ad and appVBC ro <br />th <br />comp <br />Plans Review <br />for compliance with the K1ah� p1239D <br />by Debra <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT SCSI -B1 <br />30' to 60' Span <br />30' Span or less Spreader Bar <br />60 degrees <br />k or less <br />I _ I _ 2/3 to 112 _ I <br />Tag line I` an app�ox. Tag line r Span appr... <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 />1+111. Insist crane operator sets truss this way. <br />ROOF DESIGNED FOR <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALLY KEY <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />Created from 2386 model AS <br />2/16/2017 <br />R/01 <br />LC9 JTH <br />12/13/17 <br />R/01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/13/18 <br />RA01 <br />UP LOAD DUE TO DIFF LC9 HMT <br />1/10/2020 <br />RB01 <br />UPDATED FOR LCA SHM <br />1/18/2021 <br />DESCRIPTION INIT. DATE <br />------ <br />CARPENTER <br />CO TRACTORS <br />-- -- <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 :VAROIUS <br />MODEL :2382 Garfield <br />CCA PROJ/MODEL/ALT <br />7A2 / 2382A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />A.S. <br />DATE 1 <br />2 16 201"7 1 <br />LAN# SCALE <br />N333525R 1 4 "=1' <br />b <br />M <br />o <br />t <br />N <br />rn <br />a <br />LO <br />t(i <br />l ' �a <br />M } <br />w <br />O <br />�,c .• r <br />W <br />W <br />0 <br />W >V. > �U 0 <br />+- .4.. <br />� M ~ (1) <br />N V .Q -0` 1 01 <br />m <br />o 2 <br />§ <br />O �8 m 4 <br />Z Uo^ <br />Ito V w aN c <br />o E <br />L <br />w w <br />� U' w <br />0 U w U l— <br />wom a2a aYzo z <br />Q J 0 3 N w U o w 0 <br />U <br />O <br />ox ZW o oo�� <br />�,W(r�oZowaE-.CZ� <br />D <br />C1 O Z <br />U)L.L <br />on.�MwwwOww¢:OW <br />J¢QOW�oz_wzowvopa, <br />Qow gF awc °d <br />oa o 0 oQz <br />maw <br />>i <br />O <br />Z w <br />O_� <br />U 5 Iti <br />O <br />M O <br />Q co cM r__ <br />m w <br />H W cM <br /><>oo <br />Z U �— <br />w� <br />W <br />J� <br />O <br />N <br />N <br />N <br />N <br />N <br />N <br />I` <br />N <br />r <br />4 <br />e- <br />r <br />4 <br />r- <br />t <br />r- <br />0 <br />N <br />O <br />N <br />0 <br />O <br />O <br />O <br />O <br />I COI <br />Qi <br />T <br />CD CO O O 0 <br />N N N <br />r- �— <br />N N <br />O <br />O O O O O <br />N N N N N <br />O O <br />N N <br />O 06 O ob A <br />O O e� <br />r O <br />N M <br />NO0vO-�00 <br />� O O <br />� CO <br />,^ <br />o 0 0 0 0 <br />> .- N Cl?It to <br />0 0 <br />CO r1_ <br />L <br />' <br />00 <br />�/� <br />cn <br />Z Z <br />Z O <br />OW <br />6­0 <br />0 uw CO <br />U, <br />O <br />VQ�a <br />F— <br />0 a <br />Z <br />LU <br />t� <br />~m0`C <br />Q/n <br />z <br />V <br />NM <br />Z J <br />w i�-MZ& <br />M _zz <br />w N O <br />2 0 <br />22z <br />- >- , <br />z <br />�QO <br />a .z <br />Z <br />Ua <br />o <br />0 <br />00 <br />z <br />4 <br />Q <br />Z <br />J <br />W <br />'^ <br />�(�/ <br />M <br />O <br />LAST PLOT DATE <br />May. 9, 23 <br />Z <br />O <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN A <br />