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ON <br />BLOCK BEARING) <br />FTF2 <br />LAK. <br />N Do N <br />_____W_ P <br />X <br />V_ A <br />>00< <br />o <br />1 <br />LL <br />Cl) <br />CE <br />1 <br />Q <br />S4 <br />LAK <br />Nil <br />---------- <br />- <br />(3) STUD <br />I <br />COLUMN BELOW THA422 <br />V11 <br />J <br />If <br />_ <br />II <br />c c <br />J14 <br />I <br />II <br />• a = Ntav THA422 <br />FTF6 <br />_ <br />AF U <br />I (THA422 <br />I <br />I <br />I <br />, N <br />LL <br />II <br />II <br />(THA422 <br />D <br />I <br />I <br />i <br />II <br />I <br />r <br />LL <br />LL <br />W <br />! <br />LLLL II <br />II <br />U_ I (THA422 _j <br />I <br />II <br />o <br />o <br />II <br />II <br />II <br />II <br />00 <br />!THA422 <br />J <br />I <br />I <br />I <br />_JI <br />THA422 <br />J <br />rr---- <br />I I <br />---- <br />--- <br />I ! <br />-- <br />O <br />CE <br />II <br />� <br />THA422 <br />J <br />I I <br />i <br />� <br />II <br />r� <br />I <br />I I THA422 <br />J <br />I <br />II <br />M <br />i I <br />FT11 <br />XXXS4 <br />(3) STUD <br />COLUMN BELOW <br />x y 5`ti s <br />.- <br />THA42 <br />1 <br />AQ <br />LL <br />L 2 <br />:h^ <br />FTG5 <br />FTF9 <br />r-I <br />r -i <br />r -I <br />r <br />'i r <br />-I r <br />-I r -1 <br />r -I <br />r -I <br />r <br />6 <br />W- <br />0 <br />III <br />TOE <br />CONNECTION <br />NAIL <br />DI <br />ao <br />W <br />U_ <br />N <br />~ <br />04 � <br />~ <br />N <br />~ <br />FT14 <br />N <br />_ <br />CA <br />N <br />_ <br />~ <br />N <br />= <br />~ <br />N <br />Q <br />FT12 <br />N <br />N <br />N <br />~ <br />r <br />M <br />L~L <br />Al <br />LU <br />SIMPSON HTT4 <br />CANT. FLOOR <br />SIMPSOI` <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 />41-0" <br />6-0" <br />1'-81, <br />6-0" <br />6 <br />71 <br />64" <br />131-81, <br />10'-011 <br />1 V-4" <br />18'-8" <br />FLOOR FRAMING PLAN (ELEV A. <br />1 /411 = 1'-011 <br />O KEYNOTE LEGEND <br />KEYNOTE <br />ANNOTATION <br />10 <br />BEARING WALLS <br />A/C CHASE <br />O3 <br />AHU ABOVE <br />O4 <br />22"x36" ATTIC ACCESS <br />O5 <br />STAIRS AREA <br />O6 <br />2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS <br />HTT4 <br />USS <br />ov -v <br />yc% <br />Cl) LO LO M <br />U U U U U L) <br />CJ1 <br />Ii <br />I <br />ii <br />II <br />I I <br />i <br />I <br />CJ1 <br />o <br />CJ3 <br />II <br />!i <br />II <br />EJ7 ii <br />I <br />I <br />CJ3 <br />II <br />II <br />II <br />II <br />I <br />I <br />F_ <br />CJ5 <br />II <br />!i <br />II <br />II <br />I <br />I <br />CJ5 <br />U= 1015# <br />Li <br />i <br />I <br />L_ <br />__J <br />__J <br />A9G <br />-/ <br />L <br />U= 1016# <br />I <br />I <br />II II A7 <br />DROPPED FLA OPS OF <br />HIPS FOR FRAYING <br />-------------------------- ---- I <br />(GIRDER NOT OPPED) <br />A5 <br />0 <br />II II II <br />I ! <br />----------------- <br />11 II <br />cV <br />u II A3 <br />I u <br />l I BOTTOM CHORD CAN BE Al <br />REMOVED IN FIELD OVER <br />------ __________J I I AHU IF NEEDED (SEE ENG) <br />II I <br />J A1A <br />I <br />I <br />II II <br />II II <br />II II <br />II II <br />I I I I <br />I L-------- J I <br />11 I 4 <br />I I �r-�/ <br />I I <br />------------------------------- <br />I I <br />II <br />>rt <br />------ JL-------------------------- <br />II <br />II Q <br />II <br />II <br />o <br />II <br />I I <br />II <br />II <br />Cl) <br />LO <br />IL_____� <br />o <br />I! II <br />II II <br />o <br />II II <br />71 <br />J <br />II ii <br />S6 <br />II II A2 <br />II <br />-- ---- - <br />I II <br />II II II II II A4 <br />I II II II II II <br />II II LI L------L-- <br />--------------------------- <br />II II I <br />F----' I I <br />DROPPED FLAT TOPS OF <br />A6 <br />I I tt <br />HIPS FOR FRAMING <br />I I I I <br />(GIRDER NOT DROPPED) <br />A8 <br />U- 1329# 1 L1 <br />I J L--------- <br />I I HTU261- <br />A10G <br />I I <br />I <br />B1 <br />0 <br />7-0'I I <br />2'-0" <br />- <br />CJ5A <br />I LUS24 I I <br />I <br />I <br />II B2 <br />p <br />L <br />- - -- <br />---- <br />--- <br />---- <br />_ <br />I LUS24 �tK I I <br />� <br />CJ3A <br />i i- <br />I � I I <br />O <br />EJ7 <br />U <br />I ii B3 <br />II <br />� <br />I I <br />I LUS2 <br />CJ1A <br />i <br />; <br />I <br />B4G <br />4'-8" <br />V-8" <br />j <br />00 <br />ILUS24 <br />CJ3 <br />nJ <br />00 <br />1` <br />co <br />U <br />U U <br />�t <br />CO <br />O <br />I ��� <br />ILus2 <br />U <br />- <br />CJ1 <br />LU <br />o <br />0 <br />1 <br />CGE <br />10'-01, <br />64" <br />1 T-8" <br />30'-0" <br />ROOF FRAMING PLAN (ELEV A. <br />1 /411 = 1'-011 <br />SHINGLE ROOF <br />HEEL= 3 5/16" <br />PLUMB <br />#11 <br />12 <br />4(- <br />12 <br />01- <br />i <br />2X4 <br />SHINGLE ROOF <br />HEEL= 4 1/16" <br />PLUMB <br />CUT <br />12" <br />512 <br />6 <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 />1I <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 />CALCULATEC 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 />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 />OTHEPWISE 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-B1 FOR ANY ADDITIONAL <br />BRACING DETAILS. <br />ROOF LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />t3CLL = * 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 II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON = 0.2 PSF <br />DESIGN CRITERIA <br />FBC 2020 <br />TPI 201.4 <br />truss member design & connector plates <br />NOTE: are designed for ASCE 7-16 and maximum forces from <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE both components and claddings <br />CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. <br />ENGINEERING PACK FOR DETAILS <br />* These trusses have been reviewed to carry an <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) J <br />LABELED END MARK <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />c <br />CJ3 <br />LO <br />U <br />CJ 1 co <br />777 <br />U <br />U <br />1'-0 5/1"' 2'-0" <br />TYPICAL T 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 />I CONSULT BCSI -B1 <br />30' Soanlor less <br />60 degrees <br />or less <br />30' to 60' <br />1� 1/2 2/3 to 112 <br />line span approx. Ta line 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 />additional 104 psf non -concurrent bottom chord live <br />load. <br />FLOOR <br />LOADING SCHEDULE <br />TCLL <br />= 40 PSF <br />TCDL <br />= 10 PSF <br />BCDL <br />= 5 PSF <br />TOTAL <br />= 55 PSF <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000P <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />WALL KEY <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 />RB01 <br />REV LOAD FOR ACCTG HMT <br />4/13/16 <br />RC01 <br />UPDATED RE'S ARM <br />10/10/16 <br />RC01 <br />LC9 JTH <br />12/15/17 <br />RD01 <br />CHANGED TO SIMPSON HANGERS JRH <br />3-13-18 <br />RE01 <br />ADDED EXTRA VERTONFLRTRUSSES@EXTERIORWALLS ARZ <br />10/19/18 <br />RF01 <br />Rev hangers,dropFG's114",rv'dcv@garage rdg <br />9/24/19 <br />RG01 <br />REVISEDLOADING ON FTG5 ARZ <br />12/17/1 <br />LOAD# DESCRIPTION INIT. DATE <br />RH01 <br />NEW CODE LCA MAW <br />1-14-21 <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 :LE���N.AR HOMES CENTRAL <br />PROJECT :VAROIUS <br />MODEL :2551 <br />CCA PROD/MODEL/ALT <br />7A2/2551/A <br />ALT DESC: <br />OTC <br />LOT BLOCK <br />DESIGNER <br />PAGE <br />SLC <br />1 <br />DATE <br />0 6/ 1 1/ 1 5 <br />LAN# <br />SCALE <br />N3 t 7638R <br />1 4 "-1' <br />M <br />N <br />O <br />N <br />00 <br />At <br />o <br />ao <br />LO <br />rWr' <br />01 <br />% $ <br />W <br />" <br />Z <br />0 <br />W <br />0 <br />z <br />a <br />nN` O L0 <br />W L U <br />7 U oo U <br />Q . 9 M <br />i t O <br />� O U0 <br />_ _o 0 <br />® O <br />s ULU <br />�� <br />0 L o E <br />-u 0 5 00 <br />LU CnJ <br />W <br />WW W J LU O <br />H < J Z <br />Q <br />L.L Q U <br />a�XJZX�X0 0LL <br />C)U)°w°Z°W°&M z 0 <br />O Z <br />0- fn W W fA Q J <br />QOWO wQ�°oa <br />LL <br />IY¢�;z <br />O Q O Q Z X Q <br />Q <br />LL <br />O <br />O <br />z N <br />O� <br />0 F- M O <br />Q(MP- <br />LL <br />C V/ 1 <br />lid <br />I0-M <br />ry CL 2 T- <br />z U <br />W <br />LV <br />Jo <br />A <br />Virtual <br />Revleyr <br />As <br />ist, <br />Plans Revi <br />w <br />n <br />for compliarc <br />c <br />wit <br />vl I?ted <br />land <br />P r <br />ky Debra <br />A <br />the <br />inb 1,114h, <br />2021 <br />FB <br />dit <br />on <br />PX2 <br />as <br />LO <br />C) <br />N <br />N <br />N <br />N <br />N <br />N <br />o <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />O <br />eM- <br />N <br />O <br />O <br />(D <br />O <br />C <br />O <br />O <br />CO <br />N <br />N <br />O <br />N <br />O <br />' <br />' <br />z <br />O <br />Nof <br />W <br />o <br />o <br />N <br />P. <br />F) <br />o <br />0 <br />to <br />0 <br />O <br />; <br />i <br />I <br />00 <br />zZ <br />' <br />® <br />ZW <br />z <br />O <br />W <br />V <br />moo <br />UU�5 <br />O <br />::)zj <br />o�o <br />z <br />aira <br />W�Q <br />W <br />= <br />W t— <br />CO <br />2 <br />�o <br />N <br />fY <br />ZOM <br />W <br />n <br />Q <br />0 <br />zoo <br />U <br />aZLL <br />z <br />�z <br />z <br />F_ <br />U <br />J <br />00� <br />W <br />z <br />z <br />z <br />LLI <br />J <br />U-) <br />0 <br />0 <br />Cq <br />LAST PLOT DATE <br />• <br />May 8, 2023 <br />Z 0 <br />_1 <br />FRAMING PLANS A <br />