Laserfiche WebLink
0 <br />v <br />O) <br />Ln <br />30'-0" <br />GABLE TRUSSES SET <br />BACK 3/4" (TYP. ON <br />BLOCK BE <br />ARINGI— <br />INA111 <br />0 <br />:♦:♦:, <br />... <br />OROA <br />ho <br />/ <br />01 <br />►�� <br />r,, <br />►� <br />1 <br />5/ <br />�� <br />We <br />►ei.�.i <br />- <br />1 <br />pormirl <br />Is <br />1 <br />IT <br />•' <br />o1 <br />I Em <br />09 <br />/-Ao <br />III <br />I;I <br />— <br />� <br />I <br />Ili <br />1, <br />Fill <br />II <br />I <br />.rl.�.lM. <br />,. <br />!� <br />'���� <br />I <br />►♦���, <br />• • <br />��Oq <br />AA,IWA,, <br />0 <br />0 <br />a <br />/ <br />4`•♦♦; <br />/ <br />�2M♦�, <br />:F <br />I-1�-------`—t'——` <br />Ill <br />IPA, <br />• <br />. <br />�I <br />1 <br />: <br />I <br />FLOOR FRAMING PLAN (ELEV B. <br />1 /T" = 1'-011 <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />1O <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 />O <br />2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS <br />0 <br />00 <br />cl a <br />ih �I) <br />InLO <br />M <br />ti <br />0 <br />io <br />'- SIMPSON HT <br />FROM TRUSS <br />TO BLOCK <br />CA <br />b <br />CJ3 <br />ti <br />CJ5 <br />0 <br />(V <br />Y <br />0 <br />O <br />N <br />CJ5A <br />0 <br />r` <br />CJ3A <br />CAA <br />�1P <br />0? <br />d' <br />_I <br />0 <br />ROOF FRAMING PLAN (ELEV B. <br />1/4" = 1'-019 <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'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 "ll 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 CUTBACK 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 PRIOF <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 CARRI <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 />2X4 STICK LUMBER 24" O.0 <br />MAX IN LINE WITH JACKS <br />(SEE DETAIL IN ENG PACK <br />FOR GRADE) <br />OCT 2 8 2022 <br />Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />SHINGLE ROOF <br />HANGERS <br />d 6 = LUS24 SIMPSON HEEL= 4 1/16" <br />4 = HTU26 SIMPSON PLUMB <br />J L = THA422 SIMPSON CUT <br />SHINGLE ROOF <br />4r 12 <br />—� <br />HEEL= 3 5/16" <br />PLUMB <br />#" <br />�bt 0112 <br />— <br />2X4 <br />12" <br />512 <br />12 <br />0 <br />2X4l <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />(2) 16D COMMON NAILS <br />OR 0.128" X 3" GUN NAILS <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 />q CJ3 <br />U <br />CJ1 <br />U <br />U <br />V-0 5/16"-t--� l 2'-0" 1, 2'-0" <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />TRUSS QUANTITY: 112 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -B1 <br />30' Span or lass 30 Spree <br />to <br />80 degrees t-- <br />�. .l or less 1 <br />1/2 _ I I 2/3 to 112 <br />T line T span approx. � Ta line r span approx. <br />WALL HT. BASED REFER TO BCSI -11131 <br />ON 8'-8" A.F.F. <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 />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. <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 = 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 />F HC 2020 <br />TPI 2011 <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 SCHEDULE <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 10i <br />ARE SHOWN ON F,NGINEI RING. <br />iiiiiii� SI����10, <br />LOAD DESCRIPTION INIT. DATE <br />R/01 <br />CRTD FIRM 2551/A SIX <br />06/11/15 <br />RA01 <br />LCS Rill <br />11/04/15 <br />R801 <br />UPDATED RE'S ARM <br />10/10/16 <br />R801 <br />LC9 JTH <br />12/15/17 <br />1 <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 RR TRUSSES @ EXTERIOR WAITS ARZ <br />10/19/18 <br />RD01 <br />ReVd cant at garage rdg <br />9/19/19 <br />RE01 <br />REVISED FTG5 LOADING Al <br />12123/1 <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 TAMPA <br />PROJECT :VAROII75 <br />MODEL :2551 <br />CCA PROJ/MODEL/ALT <br />7A2/2551/R <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />SLC <br />DATE <br />06 11 15 <br />LAN# SCALE <br />N317639R 1 4 "=1' <br />/, : <br />..... �i • 4 <br />00 <br />w <br />0 <br />0 <br />w <br />0 <br />z <br />Q <br />^N` (D ' ^ E <br />W L Q 0 <br />MC 5 <br />4-- 0 `u a <br />Al E r p <br />W �0' k.p <br />�= 0 UC) °� <br />.—L Ur3��� <br />N w QN C <br />N s`. o E� <br />CD <br />W <br />w 1— <br />w� w w�0 <br />WO <br />W=)M 03:x LLC%00- <br />Q Q <br />1- <br />V <br />�- <br />J <br />ja0 ZLLII_ �OZQQ <br />awil 0W°00° <br />z U <br />O <br />Z <br />rn a <nww in X <br />Q<apWY¢�zWzow�pa <br />_I <br />LC <br />Ow ��� 'E <br />OQ o oFQLL <br />¢ Q <br />LL <br />' o <br />0 <br />Z N <br />OW <br />F- <br />S2 -n ti <br />0 <br />0 CM O <br />Q � co � <br />CL <br />L W ^ LO <br />00 <br />Z U <br />W <br />W <br />JC:) <br />41, <br />I <br />I <br />! <br />! <br />I <br />OCA <br />0 <br />0 <br />N <br />o <br />� <br />� <br />0 <br />N <br />N <br />0 <br />N <br />O <br />� <br />M <br />i- <br />N <br />CD <br />O <br />CO <br />O <br />CD <br />O <br />c- O <br />a <br />O <br />i <br />I <br />z <br />0 <br />CV <br />LO <br />w <br />o <br />e- <br />0 <br />N <br />0 <br />M <br />0 <br />0 <br />IA <br />I <br />1 <br />d- <br />00 <br />Z� <br />QZ <br />w <br />O <br />`E� <br />O <br />W <br />V <br />�00 <br />UUG7 <br />LO <br />-0 <br />O <br />oho <br />V— <br />Q <br />T__1 <br />Z <br />I•- <br />a —a <br />Q <br />Ln <br />= <br />w <br />m=w <br />I— C <br />Ill <br />Zo= <br />. . <br />N <br />p <br />zwo <br />Z <br />U <br />az <br />�z <br />__IkeZ <br />F- <br />pU <br />_Q <br />W <br />z <br />A4 <br />z <br />W <br />J <br />0 <br />0 <br />LAST PLOT DATE <br />• <br />May 2, 2022 <br />z <br />0 <br />J <br />FRAMING PLANS B <br />