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z <br />9 <br />:;4- <br />z <br />9 <br />CP <br />C, <br />FROM TRUSS <br />TO BLOCK <br />11 1/4"- <br />4'-0" <br />6-01' <br />V-13"I <br />6-10" <br />4'-0" <br />T-4" <br />18-4- <br />30'-0" <br />I <br />FLOOR FRAMING PLAN (ELEV B. <br />1/411 = 1 1-011 <br />0 KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />BEARING WALLS <br />A/C CHASE <br />AHU ABOVE <br />22"x36" ATTIC ACCESS <br />STAIRS AREA <br />2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS <br />FROM TRUS,9 <br />TO BLOCK <br />9 <br />in <br />Qr) <br />Cil <br />CJ13 <br />9 <br />CJ15 <br />9 <br />I <br />CJ5A <br />9 <br />F- CJ3A <br />CJ1A <br />00 <br />= 1 <br />9 <br />30'-0" <br />co LO LO co <br />0 <br />+ <br />L—.----J <br />EJ7 <br />_JI <br />A9G <br />I I L__ <br />I I <br />A7 <br />-------------------- <br />--------------- <br />DROPPED FLA TOPS OF <br />HIPS FOR FRAMI G <br />(GIRDER NOT OPPED) <br />A5 <br />L---- ---------------------- <br />r --I r ------------------ AS----- <br />IT <br />BOTTOM CHORD CAN BE Al <br />REMOVED IN FIELD OVER <br />I L ------- _j AHU IF NEEDED (SEE ENG) <br />i_7 ----------- <br />---------- AlA <br />L4 <br />X <br />3 <br />L -------- J I <br />F-- — — — — — — — <br />4 <br />------ :r-J L ---- --------------------- <br />IL ------ <br />I r ---- <br />_7 <br />A2 <br />--- ------------ <br />-------------- <br />7T <br />A4 <br />L---------------------------- <br />A6 <br />I I <br />rT <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A8 <br />L1 <br />____J L ------------- <br />Al OG <br />T-0'� <br />2'-0" <br />I <br />z <br />r= <br />EJ7 <br />- <br />(D <br />C*4 <br />7-7 <br />co <br />BGE <br />101-01, <br />6'-4" <br />CGE <br />13'-8" <br />30'-0" <br />ROOF FRAMING PLAN (ELEV B. <br />1/411 = 1 1-011 <br />Cil <br />CJ3 <br />CJ5 <br />0 <br />z <br />9 <br />�1) <br />LO <br />SHINGLE ROOF <br />12 <br />HANGERS 51 12 <br />HEEL= 4 1/16" 01� — <br />.0 IL = LUS24 SIMPSON <br />= HTU26 SIMPSON PLUMB <br />CUT 2X4 <br />J L = THA422 SIMPSON <br />12" <br />V <br />SHINGLE ROOF TRUSS HELD BACK <br />4F 12 3/4" PLYWOOD <br />1% 01 12 3/4" SUBFLOOR <br />HEEL= 3 5/16" <br />PLUMB <br />— 2X4 CD <br />CUT M // <br />91 <br />WALL HT. BASED <br />ON 8'-8" A. F.F. <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 />NECES RY <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 />B. 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 />9 SECOND STORY TRUSSES ARE CUTBACK 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 />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 \MTH JACKS <br />(SEE DETAIL IN ENG PACK <br />FOR GRADE) <br />DROPPED FLAT TOPS OF HIPS FOR <br />FRAMING (GIRDER NOT DROPPED) <br />VLABELED END MARK <br />E��E� <br />REFER TO ENG. <br />PACK FOR CONNECTION — <br />CJ5 <br />9 CJ3 <br />LO <br />Cil ce) <br />==,=X50_3 <br />1'-0 5/16"--t,-,� 1. 2-4- 1. 2'-0" <br />TYPICAL 7'SETBACK CORNER -SET <br />LABELING AND SPACING <br />TRUSS QUANTITY: 112 <br />ATTENTION! <br />C--ff <br />DON'T LIFT SINGLE TRUSSES <br />VATH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' to 60 an <br />30'Span or less 60 degrees Spreade�Ba, <br />o ss <br />r less <br />i 112 1 231ol,2 <br />P; <br />T.�Ilne span a T'Jine pp.. <br />REFER TO BCSI <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 />General Notes <br />I . 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. <br />PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL <br />BRACING 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 = 140 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 20 14 <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 104 psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />T <br />I OTAL = 55 PSF <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 />IB'O-!5/ -411 <br />V,&,V,jffA 6-811 <br />0 A D <br />LOAD# DESCRIPTION INIT. DATEA <br />R/ 0 <br />" 1 /1 5 <br />1 <br />RAP <br />0 <br />LCEI RDP <br />11/04/15 <br />/04'15 <br />RB01 <br />B01 <br />UPDATED RE'S ARM <br />10/10/16 <br />/10/16 <br />RB01 <br />RBOJ <br />LC9 JTH <br />'15/17 <br />12115/17 <br />RBO1 <br />CHANGED TO SIMPSON HANGERS JRH <br />3-13-18 <br />RB01 <br />RAN LC9 RDP <br />05,/01/18 <br />RC01 <br />ADDED EXTRA VERT ON FLR TRUSSES @ EXTERIOR WALLS ARZ <br />10 ,/19/18 <br />RD01 <br />Rev'd cant at garage rdg <br />9/19/19 <br />'] <br />RE01 <br />REVISED FTG5 LOADING ARZ <br />12/23/1 <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 />FAX1 <br />(863) 294-2488 <br />BUILDER :LENNAR TAMPA <br />PROJECT:VAROTUS <br />MODEL :2551 <br />CCA PROJ/MODEL/ALT <br />7A2/2551/B <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />(7DESI GNER PAGE <br />SLC <br />DATE <br />06/11/15 <br />LAN# SCALE <br />N317639R 1 1/4 "=I'] <br />co <br />v <br />LO <br />0 <br />00 <br />LO <br />01, <br />z <br />0 <br />LU <br />z <br />V1 4) a) LO F, E <br />> 0 CN 0 <br />"r- 0 q U <br />C) M ��- 6 <br />ce) 00 <br />V) Ili n <br />4__ :) C) &31 'U 'm <br />V) U -0 70 — 2 cl) <br />4) E :E cn <br />C)) 0 < <br />< <br />U LU 0-C'i C: <br />cO E �2 <br />0 C 0 <br />CL <br />LILI W <br />0 LU <br />Ld (6 0 <br />Uj I- W W 0 <br />F- < Q<f 1<1f z <br />W, S g LL 0 <br />(t z <br />LOL 0 <br />< <br />0 <br />.,o 0 <br />< Cy X 00 <br />Q 0 Z U_ LL z -, <br />0U)W9LDz0W0OCO0 <br />z <br />0 <br />C <br />a <br />0 <br />0 <br />Z <br />W CL LLJ <br />8 0 1 W W V5 W 0� < <br />2 IL z �e 0 1- z LL <br />< LU < V5 K LU Z 0 LU <br />, M <br />01 a. <br />C3 <br />Q IL <br />0 <br />U) <br />LL <br />0 W <br />0 Of 0 < < <br />LL 0 LL <br />0 <br />0 <br />z <br />W <br />0 <br />U) <br />> <br />(0 o <br />F-7 CY) c) <br />qql <br />LL <br />0 <br />1,,- <br />z <br />LL, <br />< Lo <br />0� ce) <br />00 <br />< >- <br />Z 0 <br />z 3: <br />LU <br />W <br />_j Q <br />0 <br />(D <br />CF) <br />0 <br />0 <br />C) <br />0 <br />0 <br />0 <br />a <br />co <br />0 <br />W <br />CD <br />N <br />N <br />C'4 <br />0 <br />Lr) <br />Lu <br />> <br />—ICNjC1IVI1n <br />C� <br />C� <br />CO <br />L0It <br />I <br />CO <br />Cr <br />>_ <br />Z F- <br />U) <br /><Z <br />ILL! <br />C) <br />4_0 <br />W <br />zu) <br />azz <br />11-a <br />0 <br />L) <br />LLI 0 0 <br />00V5 <br />Lo <br />-0 <br />0 <br />=)z5; <br />0 LLI <br />0�< <br />Z <br />W <br />Ln <br />W � <br />mgny <br />Lr) <br />117114 <br />W <br />0-,0 <br />zz)'= <br />W <br />F- <br />OC) <br />0 <br />ZWO <br />< <br />5WIX <br />Z LL <br />z <br />z <br />S2 <br />z <br />0 <br />0 <br />0 <br />00 <br />z <br />A4 <br />z <br />z <br />W <br />LU <br />0 <br />>0 <br />LAST PLOT DATE <br />5 0 <br />April 4, 2023 <br />z <br />I-j <br />0 <br />� <br />_J <br />FRAMING PLANS B <br />