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_ � I <br />S6 <br />0 <br />Bo <br />O <br />Zo <br />o <br />SIMPSON HTT4 <br />FROM TRUSS <br />TO BLOCK <br />L <br />SS <br />I 30--0" I - I 30'-0" <br />TRUSSES SET <br />(GABLE <br />N <br />1BLOCK BEATRING) <br />FTF2 <br />FLOOR FRAMING PLAN (ELEV A <br />1 /4If = 1'-011 <br />CJ1 <br />CJ3 <br />CJ5 <br />I <br />M LO � <br />U U U U U U <br />I <br />I <br />I <br />I <br />II <br />II <br />II <br />II <br />I I <br />II <br />I� <br />I <br />I I <br />1 <br />EJ7 <br />i1 <br />I <br />I <br />I I <br />I I <br />I I <br />I I <br />I <br />I <br />I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />U= 1015# <br />A9G <br />A7 II II <br />DROPP d FLAT TOPS OF <br />HIPS FORIFRAMING <br />A5 <br />(GIRDE OTDROPPED) <br />I L--- -------------------------- <br />--------------------------- <br />Nz <br />II II II <br />------------------------------ ---� I I I I <br />--------------------------r---- ---�I <br />I <br />A3 BOTTOM CHORD CAN BE i <br />REMOVED IN FIELD OVER <br />Al AHU IF NEEDED (SEE ENG) <br />II II <br />I II <br />IL_________ JI <br />II II <br />II II <br />---- <br />I r-------------- L........ E <br />A1A r7 II <br />I n------------- <br />II II <br />II II <br />I <br />3 L <br />L <br />I I <br />r ----- — <br />II <br />I I <br />IIC------------------------------ <br />II <br />t—t <br />------- ------------------- L ------ <br />II <br />Q II <br />II <br />II <br />II <br />II <br />II <br />II <br />II II <br />II II <br />II II <br />II II <br />II II <br />A2 II II <br />II <br />-------------------A4 <br />ziir <br />It I <br />II II II II I� <br />---------------------------- <br />---------------- ---- <br />I II I� <br />A6 <br />DROPPED FLAT TOPS OF <br />I I <br />HIPS FOR FRAMING <br />tt I I <br />A8 <br />(GIRDER NOT DROPPED) <br />I I I I <br />I I I I <br />Li U= 1329# <br />A10G <br />r-----------J L-- HTU26 I I <br />B1 <br />r_ <br />2-4- <br />LU <br />>24 <br />I I <br />B2 11 <br />I <br />�— <br />— <br />— <br />1 <br />J <br />II <br />LU <br />v <br />3241 <br />I <br />B3 ii Q <br />I <br />EJ7 <br />u241 <br />II <br />NII <br />I <br />II <br />B4G <br />=l <br />r <br />1'-8" <br />4'-8" <br />L <br />S241 <br />CJ3 U <br />U U <br />I <br />I <br />_ <br />L <br />N <br />00 <br />� <br />S2 <br />2 <br />Ui <br />CA <br />Q& <br />n <br />U U <br />13'-8" <br />61-4" <br />10'-0" <br />30'-0" <br />C� <br />ROOF FRAMING PLAN (ELEV A <br />1 /T„ = 1'-0„ <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 />O <br />22"x36" ATTIC ACCESS <br />O <br />STAIRS AREA <br />2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS <br />CJ1 <br />CJ3 b <br />ti <br />CJ5 <br />CJ5A <br />CJ3Ar­ <br />CJ1A <br />LABELED END MARK <br />TOTAL TRUSS QUANTITY=123 <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />O CJ3 <br />1- LID <br />U <br />CJ1 CO <br />V-0 5/16" 2'-0" <br />TYPICAL T SETBACK CORNER -SET <br />LABELING AND SPACING <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 "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 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 />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 />SHINGLE ROOF <br />51 12 <br />HEEL= 4-1/16" A 0I__ <br />PLUMB <br />CUT — 2X4 <br />12" <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASEL) <br />ON 9'-4" A.F.F. <br />SHINGLE ROOF <br />12 <br />41 <br />PLUMB <br />CUT/ <br />2X4 STICK LUMBER 24" O.0 <br />MAX IN LINE WITH JACKS <br />(SEE DETAIL IN ENG PACK <br />FOR GRADE) <br />�A 12 <br />01 <br />2X4 <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 />General Notes <br />1) All parallel chord trusses, flat trusses and flat <br />girders have the top chord partially painted green <br />to be installed green side up. <br />All hangers to be Simpson HTU25 unless otherwise <br />2) noted. <br />All truss spacing is 24" O.C. unless otherwise <br />3) noted. <br />Per Truss Plate Institute SCSI—B1 recommendation <br />4) permanent X—bracing should be placed at a <br />maximum spacing 15' O.C. across the span, to <br />be repeated at a maximum of 20' between each <br />X—brace throughout the structure. <br />Please refer 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 />DEIGN CRITERIA <br />FBC 2020 <br />TPI 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 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 1000--Ir' <br />ARE SHOWN ON ENGINEERING. <br />LOAD DESCRIPTION INIT. DATE <br />R/01 <br />NEW MODEL SLC <br />06/11/15 <br />RA01 <br />LC8 RDP <br />11/05/15 <br />RE101 <br />REV LOAD FOR ACCTG HMT <br />4113/16 <br />RC01 <br />UPDATED RE'S ARM <br />10/10/18 <br />RC01 <br />LC9 JTH <br />RD01 <br />CHANGED TO SIMPSON HANGERS JRH <br />RE01 <br />ADDED EXTRA VERT ON FLR'RUSSFS®EXTERIOR WALLS ARZ <br />j3-13-18 <br />RF01 <br />Rayhangers,dropFG_s1/4'xv'dcant®garage rdg <br />RG01 <br />REVISEDLOADING ON FTG5 ARZ <br />CARPENTER <br />CONTRACTORS <br />OF <br />AMERICA <br />3900 AVENUE <br />G, N. W. <br />WINTER HAVEN <br />FLORIDA 33880 <br />PH❑NE: (800) <br />959-8806 <br />FAX: (863) <br />294-2488 <br />BUILDER <br />:LENNAR HOMES CENTRAL <br />PROJECT <br />AAROIUS <br />MODEL <br />:2551 <br />CCA PROJ/MODEL/ALT <br />7A2 /2551 / A <br />ALT DESC: <br />OTC <br />LOT <br />BLOCK <br />DESIGNER PAGE <br />SLC <br />DATE 1 <br />06 / 1 1 15 1 <br />LAN# SCALE <br />N317638L 1 4 "=1' <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />MATH SPANS LONGER THAN <br />30' BV THE PEAK <br />CONSULT SCSI -81 <br />0,1 <br />30' Span , sa 30 m 60' <br />SPreeCe Bu <br />60 �g � <br />. <br />I, n I r i <br />T tlna pan �PproR. Tt N_e ;pen MP,-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 sees truss this way. <br />\ <br />cM <br />N <br />0 <br />N <br />< <br />Ln <br />O <br />ao <br />Ln <br />w <br />2 <br />0 <br />p <br />z <br />((A <br />W (D to - <br />W L. �O o U <br />00 m <br />M <br />L_ 2 <br />Cj) Q LL g D ¢ <br />V—/ <br />U p <br />. <br />to <br />,i <br />U LU00 QN <br />E"s <br />7� <br />V <br />t` o .m <br />^ n <br />(i <br />LLI 7W <br />Dui vi w0~ <br />~W t—Q _j xzv0 <br />02 3g_ <br />0W�)__j0:XU_C) <br />a <br />H <br />U <br />ZQoo XL0zMO -¢ <br />��z°w°�°zQ U <br />ZAwDpwwwV5x<oJO <br />OdFwQwOwO <br />zQ; <br />gY¢LL Ow <br />0❑Z¢ <br />¢ <br />LL¢ O H ¢LL <br />O <br />zw <br />O� <br />O <br />M <br />< U) <br />2U)LLti <br />LLJ Ltd <br />�cM <br />a 00 <br />Z U <br />W <br />w� <br />�0 <br />JCD <br />OZ <br />Virtu <br />it Rc <br />vieA <br />Ass <br />stl, I <br />c. <br />Plans Revi <br />w c <br />m l <br />d* <br />ppr <br />for comptianci <br />wit <br />i the <br />202 <br />1 FB <br />7th <br />Edi <br />by De <br />ra Anne <br />I <br />lah <br />I <br />PX <br />300 <br />N <br />I <br />I <br />tl <br />N <br />N <br />O <br />04 <br />O <br />O <br />O <br />O <br />O <br />0 <br />M <br />N <br />O <br />N <br />z <br />0 <br />0 <br />- <br />00 <br />0 <br />0� <br />1 <br />0 <br />NtY <br />LO <br />w <br />� <br />o <br />� <br />0 <br />N <br />0 <br />M <br />0 <br />4 <br />0 <br />� <br />0 <br />O <br />W <br />Cl)z <br />z <br />¢w <br />O <br />� <br />w <br />00O <br />0 <br />I(.) <br />w <br />U U (n <br />O <br />::)z> <br />oF-❑ <br />Z <br />acres <br />Q <br />ww� <br />L <br />0I— Q <br />N <br />zo= <br />. <br />W <br /><�U) <br />� <br />CD <br />O <br />zX <br />N <br />Q <br />ga:0 <br />X <br />w" <br />Z <br />Wz <br />Z <br />?� <br />OU <br />0- <br />_p <br />W <br />z <br />z <br />W <br />J <br />N <br />0 <br />'T"- <br />LAST PLOT DATE <br />. <br />May 8, 2023 <br />Z <br />0 <br />J <br />FRAMING PLANS A <br />