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0 <br />0 <br />30'-0" <br />GABLE TRUSSES SET <br />BACK 3/4" (TYP. ON <br />BLOCK BEARING) <br />� <br />i <br />WSOA <br />►�� <br />•���14 <br />•�•�•�FA <br />NA <br />PIP <br />00 <br />FA <br />CO <br />I <br />�► <br />0� <br />if <br />-��H.�1M90A <br />I. <br />I� <br />INN, <br />I <br />�1' <br />PIP <br />Now <br />� <br />/ <br />! <br />►���■mil_ <br />=fi��/ <br />• • <br />�.:. <br />/ <br />/ <br />I <br />mW <br />•♦`•_• <br />•�♦�♦,-00, <br />lk k Rk. <br />0 <br />I <br />i <br />•.•.•, <br />I <br />IF <br />PAIM111 <br />�:�; <br />% <br />I <br />tl1 <br />I <br />al/, <br />` <br />,♦♦9 <br />♦19 <br />0 <br />OVA <br />ro1.1111/.�4-, <br />111 <br />RA <br />� <br />/milli <br />0 <br />I 1AI' <br />FLOOR FRAMING PLAN (ELEV B. <br />1 /T11 = 1'-011 <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1O <br />BEARING WALLS <br />O <br />A/C CHASE <br />O3 <br />AHU ABOVE <br />O4 <br />22"x36" ATTIC ACCESS <br />O <br />STAIRS AREA <br />O6 <br />2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS <br />r- <br />L <br />0 <br />ao <br />0 <br />M <br />0 <br />zo <br />O <br />M � <br />S6 <br />SIMPSON HT - <br />FROM TRUSS <br />TO BLOCK <br />.c r iyi <br />y✓j <br />M to <br />LO M <br />CJ1 <br />CJ1 <br />�i <br />I <br />ii <br />II <br />I I <br />i <br />I <br />9 <br />CJ3 <br />II <br />li <br />II <br />II <br />ii <br />II <br />I <br />EJ7 i <br />I <br />CJ3 <br />F_ <br />II <br />II <br />II <br />II <br />I <br />I <br />CJ5 <br />II <br />;I <br />. <br />II <br />II <br />II <br />I <br />1 <br />I <br />CJ5 <br />L_ <br />__J <br />—_J <br />A9G <br />II <br />7 <br />I <br />jl 11 A7 <br />OPS OFDROPPED FLA <br />HIPS FOR FRAMI G <br />(GIRDER NOT OPPED <br />A5 <br />II <br />I` --- ------------------------------- <br />r --- -- --i r----------------------- <br />*5 <br />LI L <br />I <br />u(V <br />B—O—T—T—O—M CHORD CAN BE Al <br />l <br />lII <br />REMOVED <br />REMOVED IN FIELD OVER <br />IL_____ AHU IF NEEDED (SEE ENG) <br />--------J_ <br />------------------ A1A <br />3 <br />I <br />I—______—I <br />4 <br />J ------------------- <br />-- --- <br />IIIIIIIIIIIIIIL <br />o <br />o <br />D <br />c� <br />LO <br />_____- <br />IIII1II—rIIiI1I <br />oN <br />�I;IIIIII1I;IIIII <br />--IIIIIIIIIIIII <br />J <br />6 <br />$- <br />A2 <br />r------- -7T A4 <br />L L ----- <br />---- <br />----------------------m_-- <br />---- <br />—— <br />L----------------A6 <br />FLAT TOPS OF <br />zDROPED <br />HIPS FOR FRAMING <br />1 j j <br />I I <br />(GIRDER NOT DROPPED) <br />Ag <br />11 <br />uJ <br />-------- ----- <br />A10G <br />'{ i 7'-0 <br />- <br />All <br />1'-0" <br />CJ5A <br />IIIIIIIIIIIIII— <br />I <br />I <br />I <br />o <br />- <br />-_ <br />N <br />CJ3A <br />EJ7 <br />m <br />CJ1A <br />O <br />QV00 <br />BGE <br />L <br />- <br />T <br />CGE <br />0T <br />OCT 0 6 2022 <br />10'-0" 64" 13'-8" <br />30'-0" PI Virtual Review Assist, Inc. <br />ROOF FRAMING PLAN (ELEV B.' <br />1 /T" = 1'-011 <br />IIANGERS <br />d a = LUS24 SIMPSON <br />4 = HTU26 SIMPSON <br />I. = THA422 SIMPSON <br />SHINGLE ROOF <br />12 <br />41 <br />HEEL= 3 5/16" <br />01 <br />ans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />SHINGLE ROOF <br />HEEL= 4 1/16" <br />PLUMB <br />CUT <br />12" <br />io <br />12 <br />5�12 <br />Zia 0 <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFI OOR <br />WALL HT. BASED <br />ON 8'-8"I A.F.F. <br />1 <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' <br />4. USE HETA20 FOR ROOS. F 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 />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 />LABELED END MARK <br />REFER TO ENG. <br />PACK FOR CONNECTION — <br />CJ5 <br />o � <br />CJ3 <br />U <br />CJ' U <br />1'-0 5/16" I.2'4" I.2'-0" <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />TRUSS QUANTITY: 112 <br />ATTENTION! <br />DONT LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' Spen or less <br />f60 degrees <br />or less <br />to <br />Iy 1/2 ^I 1_ 2/3t01/2 �I <br />Fne r span eppiox. i Te Nne f span epprox. 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 />Gen era I 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-131 FOR ANY ADDITIONAL <br />BRACING DETAILS. <br />ROOF LOADING SCHEDUL <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL PSF <br />— <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 />FHC 2020 <br />T'P1 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 -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDUL <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL, REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE, SHOWN ON ENGINEERING. <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />CRTD FRM 2551/A SLC <br />06/11/15 <br />RA01 <br />LC8 RDP <br />11/04/15 <br />RB01 <br />UPDATED RE'S ARM <br />10/10/16 <br />RB01 <br />LC9 JTH <br />12/15/17 <br />RB01 <br />CHANGED TO SIMPSON HANGERS JRH <br />3-13-18 <br />RB01 <br />RAN LC9 RDP <br />05/01/18 <br />RC01 <br />ADDED UMVE91ONFLRTRISSES@EXTMWALLS ARZ <br />10/19/18 <br />RD01 <br />Redd cant at garage rdg <br />9/19/19 <br />RE01 <br />REVISED FT05 LOADING ARZ <br />12/23/1 <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />6, N. W. <br />WINTER <br />HAVEN FLORIDA 33880 <br />PHONE:( <br />800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :T,ENNAR TAMPA <br />PROJECT:VAIZOIUS <br />MODEL :2551 <br />CCA PROJ/MODEL/ALT <br />7A2/2551/B <br />ALT DESC <br />OTC <br />LOT BLOCK <br />DES[`IIGNER PAGE <br />SIX <br />I.I CJ <br />DATE 1 <br />00 11 15 1 <br />LAN# SCALE <br />N317639R 1 4 "=1' <br />N <br />N <br />0 <br />N <br />N_ <br />LO <br />0 <br />00 <br />; �;j S <br />LO <br />♦� <br />!t' <br />I <br />Q <br />U. ; <br />Q�') .a9 <br />-> <br />0' <br />?, <br />W <br />W <br />W <br />0 <br />z <br />a <br />LO E <br />MIV- OU <br />W V 'C �O <br />�•� M .2 <br />N V �_ M <br />t <br />1_ W O 2 <br />_ <br />Q <br />T�1 � O 8 Q <br />v! <br />W L Q 1_ M <br />� I a <br />CL <br />W <br />W� W J W mod.. � O <br />W5!!_j ��LLYc�O0 <br />O <br />O01am <br />WO <br />U <br />I¢- <br />O <br />O <br />zozj <br />Co W <br />wW_oxQ <br />I J <br />O <br />owQww�WO <br />zz0jLL O W �—F9Y <br />Q <br />Op =QzQ O LL <br />0! <br />O <br />04 <br />Z <br />W <br />O� <br />>U)0 <br />�1,1J�� <br />��aM <br />OO <br />zv< <br />W <br />Wo <br />J O <br />mi <br />co <br />M <br />i <br />I <br />i <br />! <br />I <br />i <br />I <br />O <br />N <br />N <br />N <br />N <br />N <br />N <br />0000a <br />N <br />N <br />N <br />N <br />N <br />t� <br />65 <br />0 <br />� <br />0 <br />o <br />.- <br />CN <br />o <br />a <br />o <br />! <br />, <br />! <br />z <br />O <br />Ir W <br />N <br />,^ <br />�.i , <br />W <br />> <br />o <br />e— <br />00 <br />N <br />M <br />0 <br />4 <br />0 <br />to <br />00 <br />zz <br />az <br />C:) <br />.�—+ <br />W <br />Zu) <br />0 z z <br />O <br />U <br />� WOO <br />UV <br />-0 <br />I_ <br />O <br />Z)z> <br />0 <br />-0 <br />Z <br />a-E`- <br />Ln <br />Wi¢ <br />~2 <br />V <br />Im— <br />(V <br />zOoo�W <br />IL <br /><Z) <br />Q <br />O <br />Z <br />WOCN <br />Z <br />V <br />WW <br />az <br />� <br />Z <br />:z <br />:E� <br />0 <br />V <br />O <br />W <br />z <br />A4 <br />z <br />W <br />t- <br />h <br />W <br />co/ <br />0 <br />LAST PLOT DATE <br />e . <br />July 21, 2022 <br />Z <br />O <br />J <br />FRAMING PLANS B <br />