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_1�1\ <br />_1 <br />SS <br />JU -U <br />GABLE TRUSSES SET <br />BACK 3/4" (TYP. ON <br />BLOCK BEARING) <br />FTF2 <br />2 <br />o <br />LL <br />M <br />1 <br />Q <br />S4 <br />(3) STUD <br />I I <br />COLUMN BELOW THA422 <br />1" h <br />Cl) <br />V-6" <br />10'-01, <br />II <br />I I <br />1'-10, <br />c <br />J <br />I <br />II <br />ac• •c• THA422 <br />- - <br />FTF6 1 <br />- <br />--- <br />- <br />- <br />\ % U I THA422 <br />I- <br />I <br />i t <br />(D <br />I (THA422 <br />LL <br />_j <br />I <br />II <br />II <br />II <br />I <br />I I <br />ti <br />LL <br />LL <br />00 II <br />LL II <br />L II <br />I (THA422 _j <br />LAE <br />II <br />o <br />1 <br />O <br />� <br />II <br />II <br />50 <br />(THA422 <br />_j <br />I <br />II <br />C-�_j <br />THA422 <br />---- <br />---- <br />--- <br />II <br />-- <br />q <br />THA422 _j <br />II <br />I <br />� <br />1 <br />fii <br />r� <br />I <br />I THA422 _j <br />LIE <br />FT11 1 I <br />------ <br />I <br />J <br />XXXS4 <br />(3) STUD <br />COLUMN BELOW <br />`•`'r` SYi "�^ <br />nt <br />I- <br />LL <br />... ,. <br />o <br />to <br />n! r <br /><:. w <br />TH12 <br />LL <br />LL <br />LL <br />r <br />QA�4 <br />2 2 <br />FTG5 <br />FTF9 <br />\6-- <br />r <br />-r r <br />-Ir <br />-r rI <br />r � <br />r _1 <br />r <br />D <br />III <br />III <br />TOE <br />CONNECTION <br />NAIL <br />DI <br />- <br />BO <br />LU <br />LL <br />v <br />$ <br />~ <br />v <br />= <br />~ <br />v <br />Q <br />FT14 <br />v <br />~ <br />v <br />a <br />v <br />FT12 <br />v <br />a <br />v <br />- <br />r <br />M <br />LL_ <br />47 <br />o <br />r <br />SIMPSON HTT4 <br />CANT. FLOOR <br />SIMPSON <br />o <br />FROM TRUSS <br />FROM <br />TR <br />TO BLOCK <br />TO <br />BLOC <br />4'-0" <br />1'-4" <br />6'-0" <br />6-0" <br />V-8" <br />6-0" <br />6 <br />64" <br />13'-8" <br />10'-0" <br />1 V-4" <br />181-81, <br />FLOOR FRAMING PLAN (ELEV A. <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 />2211x36" ATTIC ACCESS <br />O <br />STAIRS AREA <br />O <br />2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS <br />HTT4 <br />USS <br />0 <br />M <br />Lo <br />v <br />CJ1 <br />b CJ3 <br />CJ5 <br />0 <br />IN <br />0 <br />0 <br />N <br />CJ5A <br />o CJ3A <br />CJ1A <br />a <br />41115111 <br />co LO 0 Cl) <br />U U U L) U U <br />I I <br />I <br />I I <br />I I <br />I <br />II <br />I I <br />I I <br />I <br />I <br />I <br />I <br />Ii <br />EJ7 <br />II <br />II <br />II <br />II <br />I <br />I <br />II <br />II <br />II <br />i <br />II <br />II <br />II <br />I <br />I <br />I <br />U=1015# <br />ii <br />I <br />L_ <br />-_J <br />A9G <br />I <br />H t1 <br />U= 1016# <br />I <br />jI l j1 A7 <br />DROPPED FLAIt OPS OF <br />HIPS FOR FRAMING <br />-------------------------- ---� <br />(GIRDER NOTMOPPED) <br />A5 <br />II II II <br />----�r------------------------- <br />II II <br />ll II A3 <br />I <br />1 i BOTTOM CHORD CAN BE Al <br />REMOVED IN FIELD OVER <br />I L------------- J I i AHU IF NEEDED (SEE ENG) <br />J__- ----_________-_,I <br />I r <br />____-±_________A1A <br />I I 1-f <br />I <br />3 <br />II II <br />II II <br />II II <br />I- <br />J .� \ <br />�I ��/ <br />----- <br />II <br />------------------------------� <br />I <br />II <br />>rt <br />------ JI-------------------------- <br />II _ <br />II <br />II ¢ <br />II <br />II <br />II <br />II <br />II <br />IL-__-_- <br />II II <br />II II <br />j1 II <br />II II <br />II II <br />11 „ A2 <br />- - - — - - - - - - - - - - - --- ----- <br />r---� r-------------�- ---- --, <br />II II II it II A4 <br />IL L----- <br />II II L----- <br />---------------------------- <br />II II I <br />i I <br />DROPPED FLAT TOPS OF <br />A6 <br />I n <br />HIPS FOR FRAMING <br />I I j j <br />(GIRDER NOT DROPPED) <br />A8 <br />I I I I <br />U= 1329# i L <br />/HTU26F <br />I --J L----------- 1 <br />A10G <br />I I <br />I <br />B1 <br />T-011 I <br />21-0" <br />ILUS24 <br />I <br />ii B2 <br />li <br />EJ7 <br />O <br />LUS24 <br />i li B3 <br />I I <br />II <br />I LUS2 <br />I I� <br />I <br />B4G <br />4'-8" <br />1'-8" <br />�US24 <br />LO <br />Q ce) CJ3 <br />OF <br />I tnJ <br />U U U <br />v <br />N <br />I <br />C� <br />CJ1 <br />w <br />�J`` <br />(LUS2 <br />CGE <br />6'41 <br />13'-8" <br />101-0" <br />30'-0" <br />ROOF FRAMING PLAN (ELEV A. <br />1 /411 = 1'-011 <br />CJ1 <br />CJ3 <br />CJ5 <br />0 <br />io <br />0 <br />Nt <br />0? r <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 CUTBACK 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 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 />MRR ®4 2023 <br />REFER TO ENG. <br />PACK FOR CONNECTION — <br />virtual Review assist' Inc - <br />roved CJ5 <br />plans Review completed and app <br />ce with the <br />eeKtahn PX2300 Edition o <br />tar comptianCJ3 <br />by Debra Ann <br />U <br />U <br />SHINGLE ROOF <br />HEEL= 4 1/16" <br />PL <br />UTS C <br />12" <br />SHINGLE ROOF <br />12 <br />41 <br />12 <br />HEEL= 3 5/16" Z�A 01 <br />PLUMB <br />CUT 2X4 <br />CO <br />#11 <br />51 :��l 2 <br />OF <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 />U <br />1'-0 5/16" 2'-0" 21_011 <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />TRUSS QUANTITY: 123 <br />ATTENTION! <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -131 <br />30' Span or less 30' to 60' <br />Spreader <br />60 degrees 1— <br />�. ./ or less 1 <br />r-prox. Ta lin1/2 f� 2/3to1/2 __ITa line span ape span approx. <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 />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 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 />DESIGN 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 PSFIllh- <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000,# <br />ARE SHO�NN ON ENGINEERING. <br />DESCRIPTION INIT. DATJE <br />NEW MODEL SLC <br />LCS RDP <br />11/REV <br />KRC01 <br />LOAD FOR ACCTG HMT <br />4/ <br />UPDATED RE'S ARM <br />10/10/16 <br />LC9 JTH <br />12/15/17 <br />CHANGED TO SIMPSON HANGERS JRH <br />3-13-18 <br />ADDED EXTRA VERT ON FUR TRUSSES @ EXTERIOR WALLS ARZ <br />10/19A8 <br />RF01 <br />Rev hangers,drop FG 's 114",Nd cant@garage rdg <br />9124 119 <br />RG01 <br />REVISEDLOADING ON FTG5 ARZ <br />12/17/1 <br />CARPENTER <br />—� <br />r <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE <br />G, N, W, <br />WINTER <br />HAVEN FLORIDA 33680 <br />PHONE:( <br />800) 959-8806 <br />FAX: <br />(863) 294-2486 <br />BUILDER :LENNAR HOMES CENTRAL <br />PROJECT :VAROIUS <br />MODEL :2551 <br />CCA PROD/MODEL/ALT <br />7A2/2551/A <br />ALT DESC: <br />OTC <br />lIIllLOT BLOCK <br />DESIGT7NER PAGE <br />S L C <br />DATE 1 <br />06/11 15 <br />LAN# SCALE <br />N31 "7638R 1 : 4 11=1' <br />N <br />0 <br />N <br />CN <br />Ln <br />a <br />.n ✓ <br />00 <br />`✓1 <br />f i pp ,,. <br />% <br />-j, <br />LO <br />1� <br />0 <br />p <br />k�°��-� <br />w <br />` <br />V) N LO E <br />0 <br />0 <br />W L 0 <br />\ ' CO 00 <br />(n V Z3 :! 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