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30'-0" <br />elm <br />STRONGBACK <br />I- <br />ILL <br />STRONGBACK <br />BRG <br />14'-9 5/8" <br />WALL <br />o <br />S <br />V-2" <br />BRG <br />WALL <br />h- <br />---------- <br />--- <br />---------- <br />v <br />O <br />fV <br />(V <br />NI <br />I <br />I I <br />I I <br />I I <br />; <br />------------------- <br />I I <br />I <br />I I <br />I I <br />II <br />M <br />I <br />I I <br />P <br />II <br />I I <br />I <br />w <br />I I <br />I <br />II <br />BRG I I <br />WALL I I <br />L J <br />N <br />-------- <br />o <br />A <br />___ <br />r-- <br />11 <br />" <br />- <br />II- _---------- <br />______5-_8_____ <br />------r-------I <br />_______ <br />----- �- <br />-- <br />I <br />I <br />I <br />i <br />BRG <br />WALL <br />II <br />H <br />Ij <br />I <br />I <br />w Ij <br />I I <br />I I <br />I � <br />771 <br />N <br />CONV. FRAMED <br />@ STAIR LANDING <br />00 <br />FTF4G 1-- - - <br />BRG WALL <br />�- - - - - <br />I I <br />ii— <br />1 <br />I I <br />WALL I <br />II <br />I <br />II <br />I <br />II <br />II <br />II <br />I <br />—J <br />— <br />9'-9 5/8" <br />0 O <br />1 i <br />V N <br />B9 <br />B8 ATTIC <br />ACCESS I <br />B7 <br />DROPPED FLAT TOPS OFBRIG <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />B6 <br />B5 <br />B4 <br />B3 <br />B2 <br />2-PLY <br />2X_ <br />DETAIL <br />LEDGER SEE <br />11, SHEETA5 <br />M1 <br />0 <br />g <br />v <br />BGE <br />20'-6" <br />8'-0" <br />9'-6" <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION A <br />1 /411 = 1'-011 <br />30'-0" <br />a a ¢ ¢ ¢ Q <br />U U U U U U <br />CJ1A <br />CJ3A <br />CJ5A <br />U-106�# <br />EJ7A <br />U=1063# <br />CJ1A <br />CJ3A r <br />N <br />ti <br />CJ5A <br />A6G <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A5 <br />A4 <br />r' <br />A3 <br />o <br />`v <br />r <br />BOTTOM CHORD CAN BE REMOVED <br />IN FIELD IF NEEDED ¢ <br />M <br />ATTIC <br />ACCESS: A1A <br />AHU <br />Al <br />Al <br />A3 <br />0 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A4 <br />0o <br />A5 <br />U -1088# U-1008# <br />CJ5A <br />CJ3A <br />CAA <br />EJ7A <br />00 <br />4 <br />A7G <br />� <br />C3 <br />q <br />N <br />� <br />G <br />U <br />P <br />Q ¢ ¢ <br />U U U <br />6'-0" <br />12'-0" <br />�L V-2 1/2" 7 7/8' <br />U <br />------------------- <br />19'-10 3/8" <br />SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION A <br />1 /411 = 1'-0„ <br />SHINGLE ROOF <br />HEEL= V-0 1/8" <br />PLUMB <br />CUT <br />i�� <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8"A.F.F. <br />1I <br />HANGER CHART <br />J L = HUS 26 (SIMPSON) <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 VA// 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 />r ALL VALLEY KITS MARKED "VK" OR "MVK" ARE <br />CONVENTIONALLY FRAMED. PLEASE REFER TO <br />ENGINEERING PACK FOR DETAILS <br />Total Truss Quantity = 98 <br />HEEL= 4 1/16" <br />NOTES: <br />• FLOOR TRUSSES ARE CUTBACK 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 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-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 />TIPI 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# psfnnn-concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />NOTE: TOTAL = 5b PSF <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 MUS f 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 />i <br />V V \ <br />Virtual Review Assist. In <br />Plans Review completed and a <br />for compliance with the 2020 FBC <br />by Debra Anne Klahr PX2 <br />Labeled End Mark <br />.FTENT1ON I A� <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -131 <br />30' Span or less 30' to 60' Span <br />Spreader Bar <br />60 degrees <br />or less <br />I� 1/2 �I I� 2/3to112 <br />Tag line r span approx. 1 Tag line r span approx. <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 UPLIFTPS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />created from 7A2 2386B A.S. <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 />REV. RE'S JRH <br />8/30/18 <br />RB01 <br />REMOVE SCAB FROM B2 JRH <br />9/5/18 <br />RC01 <br />UP LOAD DUE TO DIFF @LC9 HMT <br />1/10/2020 <br />RD01 <br />UPDATED FOR LCA SHIM <br />1/18/2021 <br />CARPENT ER, <br />CONTRACTORS <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 p <br />2 16 2017 JL <br />LAN# SCALE <br />N333531R 1 4 "=1' <br />N <br />N <br />CD <br />N - <br />N <br />tO <br />co <br />LO <br />fey K <br />z <br />,` <br />0 <br />W <br />z <br />Ln <br />> 0 <br />W � U <br />oc� d <br />4 N <br />m <br />V) V ❑ O - u a <br />A� M o L t <br />�Q <br />O <br />'N `U O <br />0 N <br />N L 0 E� <br />0 CL <br />W <br />(D LLI <br />❑� Uj wpl- <br />W~ LLI J Y Z 0 Z <br />Q V <br />Q F- <br />¢0 J�p����UO� JO <br />❑❑x ZLL IL0Z2�❑�¢~ <br />000°9ao_Zoo:oom,0 � <br />CYO <br />Cn z <br />LU a LU (0 �� <br />w <br />Boa>zY❑ZZ -z 0 a. <br />Q0WUg��-gWp2U❑Q <br />YZ9< <br />❑ =O ❑�QLL <br />OLL <br />¢ <br />sR <br />O <br />O <br />Z <br />w <br />O� <br />M <br />z <br />F- O <br />Q U) CM 1L,8 <br />I- <br />LL <br />w I%- <br />I-0�M <br />Z0 <br />W <br />W <br />J O <br />d0' <br />N <br />N <br />O <br />N <br />N <br />i <br />O <br />O <br />O <br />0 <br />Oo <br />O <br />N <br />O <br />N <br />O <br />N <br />r <br />N <br />r <br />N <br />O <br />O <br />N <br />CD <br />CV <br />N <br />O <br />N <br />CD <br />N <br />N <br />O <br />N <br />O <br />O <br />O <br />M <br />O <br />O <br />O <br />� <br />0 <br />O� <br />0 <br />0 <br />O <br />O <br />r <br />0 <br />CO <br />0 <br />N <br />I <br />LO <br />(O <br />r` <br />n <br />L / <br />M <br />Z Z <br />O <br />-Z- <br />n+ <br />W <br />O <br />wU�'- <br />4 <br />U��a <br />U� <br />F- <br />ZW <br />0 a- <br />�¢ <br />r� <br />=m0Z <br />I- Z <br />Z J <br />N <br />�MW <br />0 <br />Z <br />M <br />CL <br />Z z <br />w N <br />OA2Z <br />O <br />Q <br />U <br />L z <br />Z <br />Z <br />�QO <br />• <br />Z <br />U <br />g <br />0v <br />0 <br />¢ <br />Z <br />A4 <br />z <br />W <br />N <br />W V <br />O <br />LAST PLOT DATE <br />0 <br />Dec. 14, 22 <br />Z 0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN A <br />