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'4 <br />FLOOR FRAMING PLAN (ELEV A.' <br />1 /411 = 1'-0„ <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />10 <br />BEARING WALLS <br />O2 <br />A/C CHASE <br />O3 <br />AHU ABOVE <br />O4 <br />22"x36" ATTIC ACCESS <br />O5 <br />STAIRS AREA <br />O6 <br />2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS <br />ROOF FRAMING PLAN (ELEV A.) <br />1 /411 = 1'-019 <br />r 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 CF 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 EXTERIOR BLOCK <br />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-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. <br />* PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL <br />BRACING DETAILS. <br />ROOF LOADING SCHEDUL <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 />Truss member design & connector plates <br />are designed for ASCE 7-16 and maximumIPPS <br />both components and cladding <br />and main wind force resisting syst <br />* These trusses have been reviewed to <br />additional 10# psf non -concurrent bottom <br />load. <br />FLOOR LOADING SC <br />TCLL = 40 <br />TCDL = 10 <br />BCDL = 5 <br />TOTAL = 55 <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 />(2) 16D COMMON NAILS <br />OR 0.128" X 3" GUN NAILS <br />2X4 STICK LUMBER 24" O.0 <br />MAX IN LINE WITH JACKS <br />(SEE DETAIL IN ENG PACK <br />FOR GRADE) <br />DROPPED FLAT TOPS OF HIPS FOR <br />FRAMING (GIRDER NOT DROPPED) <br />OCT 2 8 2022 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />compliance with the 2020 FBC 7th Edition r <br />by Debra Anne Klahr PX2300 <br />SHINGLE ROOF <br />HEEL= 4 1/16" <br />PLUMB <br />CUT <br />12" <br />SHINGLE ROOF <br />4F <br />12 <br />12 <br />HEEL= 3 5/16" Z�A 0� <br />PLUMB — 2X4 <br />CUT <br />W. <br />512 <br />— <br />2�� 0 <br />2X4 <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />LABELED END MARK <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />1 <br />CJ3 `r, <br />U <br />CJ1 <br />U <br />IU <br />V-0 5/16`1-_,� 1. 2'4" I. 2'-0" <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />TRUSS QUANTITY: 123 <br />ATTENTION! <br />DONT LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />NY BY THE PEAK <br />CONSULT BCSI -131 <br />30' to NY <br />30' Span or less Spreader <br />60 degrees <br />�. .l or less <br />I� 1/2 _I ) 1 a 2/3'o112 �I <br />line t span aapprox Tad gne I span -x. <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 />— 8 8 <br />OAD DESCRIPTION INIT. DATE <br />1 <br />NEW MODEL SLC <br />06/11/15 <br />01 <br />LC8 RDP <br />11/05/15 <br />[RB01 <br />REV LOAD FOR ACCTG HMT <br />4/1311601 <br />UPDATED RE'S ARM <br />10/10/1601 <br />LC9 JTH <br />12/15/1701 <br />CHANGED TO SIMPSON HANGERS JRH <br />3-13-18E01 <br />AME)BMVFRTONRRMUSSES@WBUWAUS ARZ <br />10/19/18 <br />RF01 <br />Rev hargers,dmp FG_s 1M',Nd tml@Wage rdg <br />9/24/19 <br />RG01 <br />REVISEDLOADING ON FTG5 ARZ <br />12/17/1 <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:VAROIUS <br />MODEL :2551 <br />CCA PROJ/MODEL/ALT <br />7A2/2551/A <br />ALT DESC <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />SLC <br />DATE 1 <br />06 1 1 15 <br />LAN# SCALE <br />N317638R 1 4 "=1' <br />N <br />N <br />0 <br />N <br />N <br />LO <br />w <br />®_ <br />27- <br />" <br />W <br />0 <br />z <br />a <br />^` n' E <br />C M O <br />W L <br />V/ Q 00N di <br />a <br />7 d M <br />[ O u S <br />0 <br />Oro �Q <br />t U�� <br />.N LU Q� w <br />00 E 'N <br />W L <br />�aa'0 <br />Ut L!J <br />W <br />W W J W 2 O <br />H � J � Z <br />a <br />ce=) <br />� z <br />Q Q V <br />F— <br />J�0?��ULLU00�0 <br />j 0 0 Z LL LL2 Z 2 9 0 <br />pcn��OZOw00mz�3U <br />H a Q <br />W Z <br />0 <br />mWaW� uJWu��Wa' <br />ILI F- LL <br />_¢QOWQ�?WzowOW <br />,00 <br /><0W �I-� 2W620 <br />O� o oQZ99a <br />a <br />LLQ 0 F-¢LL <br />sE <br />0 <br />0 <br />Z N <br />OW <br />F— <br />� � ti <br />F— M O <br />z <br />U) Q�Mt1 <br />2��1` <br />qq <br />z <br />< W LC) <br />F— W (y) <br />a V- <br />00 <br />< < <br />Z F— <br />W <br />W <br />JQ <br />i <br />i <br />I <br />I <br />I <br />r <br />I <br />I <br />i <br />i <br />I <br />I <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />N <br />N <br />o <br />N <br />0 <br />N <br />Q <br />N <br />0 <br />N <br />0 <br />N <br />N <br />Cq <br />W <br />O <br />0) <br />CD— <br />O <br />N <br />O <br />N <br />O <br />r <br />r <br />z <br />O <br />NW <br />g <br />OC'i <br />O <br />o <br />O <br />I <br />I <br />CO <br />}� <br />ZZ <br />aw <br />O <br />� <br />W <br />ozz <br />O <br />V <br />UUU <br />L <br />O <br />OI_o <br />Z <br />a- W IL <br />Q <br />Ll') <br />= <br />W F <br />mF� <br />� <br />N <br />W <br />o <br />ZOM <br />W <br />rn <br />F_ <br />. . <br />N <br />Q <br />O <br />zwo <br />Z <br />V <br />az <br />Q <br />F_ <br />_j <br />00 <br />Oa <br />W <br />d' <br />Z <br />a <br />Z <br />W <br />W <br />C) <br />r <br />M <br />0 <br />O <br />LAST PLOT DATE <br />• <br />July 21,2022 <br />Z <br />O <br />J <br />FRAMING PLANS A <br />