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q <br />30'-0" <br />GABLE TRUSSES SET <br />BACK 3/4" (TYP. ON <br />BLOCK BEARING) <br />I�aaaaaaaaaa�aaa��aaaaaaawaaaaaaaaaaaaaaaaa�� <br />0 <br />��/ <br />WE <br />0 <br />II�:�� <br />%:a�i <br />i� <br />��'r�► <br />�—�_�_�:—ice <br />:����� <br />go <br />ice,• <br />• <br />14 MAP <br />cm <br />01 <br />III <br />(I 1 1 1 1 <br />'/�•I <br />:� <br />� <br />lei <br />-- ----- <br />�— <br />---.— <br />� <br />lei <br />II' <br />� <br />Ili <br />lei <br />� <br />i��:i�IIIIIIIIIIIIIIIIIIIIIIIIIIIII-'E.IMMM <br />i—'ram: <br />ice•:;. <br />4, <br />mv <br />Pew- <br />/ <br />�1 <br />0 <br />MA <br />/ M <br />w,w, <br />MIA, <br />ME Lim, <br />/ <br />Ili <br />�• . <br />Ill <br />►o ►;� ►;� <br />ro <br />►;, ►:� <br />0 <br />1 <br />FLOOR FRAMING PLAN (ELEV B. <br />1 /4" = 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 />U. <br />U_ <br />0 <br />ao <br />o <br />Q <br />M <br />M <br />141) <br />LO <br />M <br />S6 <br />SIMPSON HT' <br />FROM TRUSS <br />TO BLOCK <br />30'-0" <br />M to <br />y✓� U U U <br />CJ1 <br />CJ1 <br />li <br />ii <br />II <br />i <br />CJ3 <br />Ii <br />ii <br />EJ7 i <br />CJ3 <br />11 <br />11 <br />II <br />II <br />I <br />I <br />CJ5 <br />1 <br />I <br />i <br />CJ5 <br />1 L_ <br />__J <br />—_J <br />A9G <br />I <br />II II A7 <br />DROPPED FLAI TOPSOF <br />----------------I— <br />HIPS FOR FAMI G <br />(GIRDER NOT OPP <br />A5-7 <br />I1 <br />- <br />III ,I <br />I I --- ---- -------------------------- <br />I --------- <br />)J 7 I 1 <br />I u <br />1 BOTTOM CHORD CAN BE Al <br />REMOVED IN FIELD OVER <br />1 L-------------AHU IF NEEDED (SEE ENG) <br />::::�.�--------,--------------11 <br />J I1 I 1T AlA <br />---------------- , II <br />II <br />I1 3 <br />II II <br />II II <br />II II <br />1 1 <br />J I <br />I L-------- j I <br />V-00ir <br />MINE-_ <br />4 <br />it ��/ <br />II <br />------------------ ---------- <br />------------------------------ <br />II <br />II <br />rT <br />------ JI---------------------------- <br />II Q <br />II <br />II <br />C <br />IIin <br />II <br />II <br />LID <br />0 <br />II <br />IL -----� <br />II II <br />11 II <br />I 1 1 <br />cCv <br />J <br />11 <br />S6 <br />11 II A2 <br />-- ---- —_T 1 r---� r-------------T <br />II II II II II A4 <br />II II 11 II II <br />II II II IL---- L------------------------- <br />------------—----------- — <br />A ----- <br />I J <br />DROPPED FLAT TOPS OF <br />I <br />HIPS FOR FRAMING <br />I I j j <br />(GIRDER NOT DROPPED) <br />A8 <br />II �1 <br />II L <br />---I L------------I <br />A10G <br />71-01I 1 <br />2 _� <br />1 <br />I <br />1 1 <br />I <br />°? <br />� <br />CJ5A <br />CJ3A <br />ii <br />E.17 <br />c7 <br />sJ I 1 <br />I <br />m <br />II <br />II <br />g <br />1 <br />II <br />II <br />CJ1A <br />11 <br />ii <br />o <br />II <br />00 <br />I <br />� <br />II <br />II <br />I I <br />BGE <br />10'-0" <br />61-4" <br />ROOF FRAMING PLAN (ELEV B. <br />1 /4If = 1'-011 <br />HANGERS <br />a = LUS24 SIMPSON <br />Q = HTU26 SIMPSON <br />J L = THA422 SIMPSON <br />SHINGLE ROOF <br />4F <br />12 <br />12 <br />01 <br />HEEL= 3 5/16" _ -- <br />PLUMB 2X4 <br />CUT <br />13'-8" <br />CUE <br />SHINGLE ROOF <br />HEEL= 4 1116" <br />PLUMB <br />CUT <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />r— 3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8" A.F.F. <br />1 <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 MOD;FICATION 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' <br />4. USE HETA20 FOR ROOS. F 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 PLEASE REFER TO <br />ENGINEERING PACK FOR DEFRAMED.TAILS <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 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 />REFER TO ENG. <br />PACK FOR CONNECTION — <br />CJ5 <br />c CJ3LO <br />U <br />CJ1 U <br />U <br />1'-0 5/16" 2'-0" 2'-0" <br />TYPICAL 7' SETBACK CORNER -SET <br />LABELING AND SPACING <br />TRUSS QUANTITY: 112 <br />ATTENTION! <br />DONT LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT SCSI -Ell <br />pan or less 30' to 80' pan <br />30' S <br />Spreader Bar <br />f80 degrees <br />or leas <br />1 1/2 �1 f� 2/3 to 1/2 <br />line span approx. Ta line span rox. <br />REFER TO BCS- -131 <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" Q.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 = 3'7 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 = 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 PSF <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENCINEERINC. <br />r <br />• YGN&I 0 <br />1���� <br />�i�i�i�i�i�i� ��i�I�►�i'!i�1 <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />CRTD FIRM 2551/A SLC <br />08/11/15 <br />RA01 <br />LC8 RDP <br />11/04/15 <br />RB01 <br />UPDATED RE'S ARM <br />10/10/16 <br />RB01 <br />LC9 JTH <br />12/15/17 <br />RB01 <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 />RDO1 <br />Revd cant at garage rdg <br />9119/19 <br />RE01 <br />REVISED FTG5 LOADING ARZ <br />12/23/1 <br />CARPENTER <br />—� <br />CONTRACTORS <br />--- - -- <br />OF' AMERICA <br />3900 AVENUE <br />0, 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 :VAROIUS <br />MODEL :2551 <br />CCA PROJ/MODEL/ALT <br />7A2/2551/B <br />ALT DESC: <br />OTC <br />SLOT BLOCK J <br />DESIGNER PAGE <br />SLC <br />DATE 1 <br />06 11 15 1 <br />LAN# SCALE <br />N317639R 1 4 "=1' <br />M <br />0 <br />N <br />LO <br />LO <br />00 <br />Lv D ° a`,4 ? x + U.I <br />O <br />- <br />r W <br />r <br />z <br />(D r- N U <br />CO m� m <br />N <br />V �C) d a <br />:0 <br />LL g o <br />O Q <br />0 E� <br />W <br />V m <br />0 � O a a <br />JWW <br />OW~UJ Z <br />V? <br />OJ O <br />.ZQ zZ:aa <br />a <br />o_, <br />Qoo <br />zLU°V5ZW < 0z oo <br />LL <br />Q W �I—t— gLu 200 <br />g 0 oI_QU_ <br />0 <br />0 <br />Z CV <br />OLU <br />j (/) b <br />�M O� <br />J <br />P_ <br />2 U)Lo <br />� �aM <br />ao <br />`= U Q <br />Z <br />Z 3:�- <br />LU <br />W0 <br />J <br />M <br />J11L <br />2 12023 <br />Virtual <br />Review <br />As <br />ist.lnc. <br />Plans Review <br />dorrif <br />pp <br />rove <br />for compliance <br />with <br />the <br />O <br />OIF� <br />C 7 <br />2�0 <br />E <br />Ion <br />by <br />Debra <br />Ann,K(a <br />r'P <br />N <br />D <br />ONNNO <br />NCON <br />,- <br />O-N <br />M <br />M <br />o0�00 <br />� <br />0 <br />� <br />z <br />O <br />N <br />IX <br />� <br />O <br />O <br />N <br />O <br />M <br />O <br />4 <br />O <br />6 <br />O <br />tD <br />00 <br />Cr <br />}F <br />ZZ <br />Cl) <br />Q W <br />4_0w <br />0OZO <br />M <br />O <br />UUV <br />CaO <br />I( <br />oo <br />°� <br />l"� <br />a—Q <br />Ln <br />wQ <br />Wa= <br />(' <br />�� <br />N <br />IXZo= <br />C <br />%- <br />O <br />< =) <br />z,0 <br />N <br />Q <br />U <br />gWU_ <br />Z <br />az <br />�z <br />U <br />O <br />a <br />W <br />z <br />A4 <br />z <br />WI,- <br />J <br />0 <br />> <br />O <br />LAST PLOT DATE <br />a a <br />May 8, 2023 <br />z <br />4-ill <br />IIIIIIIIIIIIIIIIIIIIIII� <br />J <br />FRAMING PLANS B <br />