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z <br />C <br />i <br />tj <br />30'-0" <br />.SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A <br />1/411 = 1 1-011 <br />z <br />C14 <br />C� <br />i�_ <br />ac <br />(N <br />04 <br />ic <br />30'-0" <br />V2 1/ <br />6-10" <br />LO Cf) <br />ZAVZ <br />CAA <br />CJ3A <br />CJ5A <br />U=1064# <br />E, <br />rA <br />70 <br />U=1064 <br />CAA <br />CJ3A <br />CJ5A <br />A6G <br />A5 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />A3 <br />BOTTOM CHORD CAN BE REMOVED <br />IN FIELD IF NEEDED <br />AlA <br />ATTIC <br />IACCESS� <br />I <br />9 <br />ZN <br />tn <br />7 <br />A2G <br />L <br />CA <br />C2 <br />�d <br />3///z1oz//zz <br />rz2z <br />E <br />12 <br />V-0 5/16" <br />oz <br />1-1 T03/8' <br />16'-0" 11 11/16 <br />�z <br />_1� <br />L;ut- <br />19'-10 3/8" <br />,SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A — <br />1/411 = 1 1-011 <br />SHINGLE ROOF <br />HEEL= V-0 1/8" <br />PLUMB <br />CUT , <br />9YA <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />/_ 3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />HANGER CHART— <br />JL =HUS26 (SIMPSON) <br />Total Truss Quantity = 98 <br />HEEL= 4 1/16" <br />PLUMB <br />12" <br />12 <br />12 <br />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 />I . 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 H 1 OA 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 />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 CUT BACK 1/2" FROM FRAME WALLS. <br />SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG <br />ACK LOCATIONS. <br />SECOND STORY TRUSSES ARE CUTBACK 3/4" FROM EXTERIOR <br />WALLS. <br />(3enercl 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 ENCLOSED <br />BLDG EXPOSURE = C <br />USAGE= RESIDENTIAL CAT 11 <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 forces from <br />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-concuffent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />B PSF <br />NOTE: TOTAL 55 PSF <br />flin KInT rHT nO Al Tr-D TD"QQ1=Q WITWnHT ('nKjQIZKIT nC TW14Z <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 />VJRTU�L RE41LW <br />virtuali iel <br />_md ar�� <br />'th <br />Plans F 7 <br />for convplia�,,(;e wit 0 <br />Edition by Debra ,,nne Klahr PX2300 <br />7 <br />DON'T LIFT SINGLE TRUSSES <br />V\ATH SPANS LONGER THAN <br />39 BY THE PEAK <br />I CONSULT B( <br />39 Spanjor less <br />60 degrens <br />or less <br />line &pan sa.. Tag line <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 />50MMMUN <br />OA <br />LOAD# DESCRIPTION INIT. DATE <br />E <br />Rt01 <br />Created from 2386 model AS <br />01 7 <br />2/16/2017 <br />R/01 <br />LC9 JTH <br />12/13/17 <br />3/1 7 <br />Rt01 <br />CHANGED HANGERS TO SIMPSON RDP <br />3/1 8 <br />03/13/18 <br />rRA011 <br />UP LOAD DUE TO DIFF @ LC9 HMT <br />1/10/2020 <br />RB01 <br />UPDATED FOR LCA SHM <br />1/18/20211 <br />-]CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N.W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE:(800) <br />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 />ALTDESC <br />OTC <br />LOT BLOCK <br />FESIIGNER PAGE <br />SA. S. <br />DATE <br />2/16/2017 <br />LAN SCALE <br />4 =1 <br />t �333525R . 1/�j <br />CNI <br />0� <br />Lo <br />4 <br />C�o <br />00 <br />< <br />z <br />W <br />A. <br />0 <br />4 <br />Z <br />uj <br />z <br />V) LO tn- E <br />> 0 0 <br />-= 0 U <br />0 C10 "t, di <br />4- Z) M U <br />V) U -0-02 4 <br />C: 4) E oo <br />MINE < <br />0imon < <br />U <br />0 -it 4 <br />LU Q:;� 0 <br />U04 C <br />C:) E <br />C3 <br />'0 <br />9X <br />W W <br />(1) wo�_ <br />�W F- W <br />W < It 2 __1 LWU �O W z <br />< <br />W <br />< <br />W Do 2 -, 0 3<: LL (6 <br />a ZLLLL Z7 <br />qiom2z�2 <br />0 LOL _j 0 <br />.j <br />< <br />i­- �- <br />0 0 <br />0 Z <br />a0wigzo <br />Wwa.�cnww-wfr-w<=O� <br />_j (D Z �e 0 l­_ z LL 0 <br />EL W�v5zwz <br />_j 0 <br />_j <br />CO LL <br />I< <br /><0W 23 <br />0 W z <br />< <br />20c3E-L <br />L) <br />I < < <br />U_ < 0 <br />LL <br />C:) <br />z (N <br />W <br />0 <br />(D Z) <br />U) 0 <br />(0 C:) <br />I.-: CY) p <br />(y) t4,,_ <br />U) <br />LO <br />(/) <br />_j <br />'t <br />LL <br />U) I,.- <br />z <br />< W .0f LO <br />W CL (y) <br />oo <br />< <br />>- < <br />z <br />3: <br />LUz <br />W <br />_j C:) <br />C:) <br />C14 <br />04 <br />C) <br />C14 <br />C) <br />C:) <br />0) <br />CN <br />0 <br />v-- <br />W <br />v-- <br />C) <br />04 <br />0 <br />C14 <br />N <br />04 <br />04 <br />C) <br />C) <br />N <br />a <br />N <br />a <br />N <br />a <br />N <br />C) <br />N <br />C) <br />N <br />(D <br />N <br />& <br />C� <br />Ob <br />9 <br />U� <br />— <br />ob <br />9 <br />A <br />— <br />11 <br />04 <br />6 <br />CO <br />CN <br />4 <br />C) <br />, <br />C:) <br />6 <br />C:) <br />6 <br />C5 <br />11 <br />CD, <br />(6 <br />CD <br />0 <br />U.) <br />a) <br />> <br />C) <br />C�o <br />C) <br />. <br />q <br />. <br />C) <br />. <br />C) <br />. <br />Co. <br />C) <br />. <br />C�, <br />C'). <br />V. <br />6, <br />r-- <br />L0 <br />I <br />Cr <br />CO w <br />Z <br />z 2 <br />0 W (0 <br />W <br />W 1­ 5; <br />0 <br />0 <br />7y 0 <br />0-< <br />a) <br />Lr) aa <br />11.- <br />OWW2 <br />03 a. <br />0- :E ,f <br />W F- <br />z <br />W Z) <br />< <br />M 0 Z <br />X: z <br />0 t W <br />Z 3: _j <br />OC) <br />< W 0 <br />rt.) <br />� z X <br />Z Z LL <br />04 <br />Lu r.4 <br />0<r <br />F- <br />_j z <br />w <br />< <br />z <br />z <br />z <br />< 0 <br />z <br />F_ <br />c) <br />0 <br />0 <br />00 <br />z <br />A4 <br />z <br />z <br />LLI <br />_j <br />04 <br />04 <br />WN <br />0 <br />C) <br />LAST PLOT DATE <br />> <br />Jul. 21, 22 <br />z <br />2ND FLOOR <br />ROOF <br />FRAMING PLAN A <br />