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4 FLOOR FRAMING PLAN (ELEV A. 1 /419 = 1'-0„ O KEYNOTE LEGEND KEYNOTE ANNOTATION D BEARING WALLS A/C CHASE O3 AHU ABOVE O 22"x36" ATTIC ACCESS STAIRS AREA 06 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS i t aV -V y✓� Cl) to U') M U U U U C� U 1 �� CJ1 ii II II II i I CA CJ3 II Ii II E,17 II I I CJ3 II II i ti II it II II I I CJ5 II II II II 11 II I I I CJ5 U=1015# i ii I L_ A9G I U= 1016# I A7 i I DROPPED FLA1 OPS OF HIPS FOR FRAMING -------------------------- --=J I (GIRDER NOT OPPED) A5 II I� II ------------------------- 1Ir------ iv L1 i t A3 I I I I �i I BOTTOM CHORD CAN BE Al REMOVED IN FIELD OVER I L_____________J I i i AHU IF NEEDED (SEE ENG) ------------------ten I I I i-r A1A I �� II 3 II II 11 II II II L-------- J I II II r L 4 1+ II n -------tl---------- ------------------ II II Q II it II II Cl) Lo IL_____, Ir----�1 II II � o II II o N II II II J S6 j1 ii II II A2 I II rT II II I II i A4 II II II II II 11 j1 II IL---- L----------------------------- II II I L------ ----------------------------- II II L —J i I DROPPED FLAT TOPS OF A6 i I tt HIPS FOR FRAMING I I I I (GIRDER NOT DROPPED) A8 I I I I U= 1329# i u -- J L----------- A10G I HTU26 F I I I I B1 0 7'-0'1 I 2'-0" r CJ5A I LUS24 I I I I I II B2 O LUS24 CJ3A I I Z.� I I i II O EJ7 0 i 11 B3 Ce II � I I I LUS2 CJ1A I B4G 4'-8" "_8"In I bo 0.US24 M LO CJ3 I 3 00 U U U v00 N CJ1 LU �US2 r 'v I 0 10'-0" 6'-4" 13'-8" v rR rAL REVIEW a Virtual Revi 30'-0" Plans, ReVie n ROOF FRAMING PLAN (ELEV A. 1 /4„ = 1 '-011 SHINGLE ROOF 41 12 11� — 2�� 01 12 HEEL= 3 5/16' _ PLUMB 2X4 CUT X. TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H1 OA FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) JUN i 1 2022 SSIST ew Assist, Inc. w completed and ap ved for compliance with the 2020 FBC 7th Edition by Debra Algae Klahr PX2300 SHINGLE ROOF 12 5 12 HEEL= 4 1/16" 0I__ PLUMB CUT — 2X4 12" 1 1 ro TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS DROPPED FLAT TOPS OF HIPS FOR / FRAMING (GIRDER NOT DROPPED) J LABELED END MARK REFER TO ENG. PACK FOR CONNECTION — CJ5 o CJ3 U CJ1 U IU 1'-0 5/16"j- ,� 1. 2'-0" 1, 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 123 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK t CONSULT BCSI -61 30' Spanlor less 60 degrees orl_ss 30' to I� 112 213to1/2 _I line span approx. Ta line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. M" General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-61 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1,25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCJPSF TCLL = 40 TCDL = 10 BCDL = 5 TOTAL = 55 ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. LOAD# DESCRIPTION INIT. DATE R/01 NEW MODEL SLC 06/11/15 RA01 LC8 RDP 11/05/15 RB01 REV LOAD FOR ACCTG HMT 4/13116 RC01 UPDATED RE'S ARM 10/10/16 RC01 LC9 JTH 12/15/17 RD01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RE01 ADDED EXTRA VERT ON FLR TRUSSES @ EXTERIOR WALLS ARZ 10/19/18 RF01 Rev hangers,drop FG-'s IW,rv'd ant@garage rdg 9/24/19 RG01 REVISEDLOADING ON FTG5 ARZ 12/17/1 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE 5, N.W. WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: ( 863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJEaT:VAROIUS MODEL :2551 CCA PROD/MODEL/ALT 7A2/2551/A ALT DESC OTC LOT BLOCK DESIGNER PAGE LC DATE DATE �I 06/11/15 1 LAN# SCALE N3 t 7638R 1 4 "=1 ' N DO `r o R 00 A OO 1 Z o W 0 -i W z Q a s �V) (D L0� E 0 CO CO N � C V) V -0 O' - w 12,hr M w E :Eoo O 2 00 _D Oro mQ �6� —s }U . N W C) N N � �. o E M � OCO m W Ow uj w0I- I- Q � _j I< Z W z5UWW�O?�-UO02JO Q _<,0�Q zLLz2z¢Q 0wwwozowoomz U nwwO avwwiM¢OrL p W @ W Op FQQzWQ =IZ LL 2 F-- zp ow LQ o F¢0 O N Z W O �- - O O � CM O QW00r- LL U) ti (M QUQoo Z I-- LU W �0 O I I r I I � r 1 1 r C) CD O O N "QQNN M r- M M r W O M CD O — N O N O z 0 Wo UD � 0 N 0 M 0 d' CD In I i I i CO Zz QW C)w z moo 0) O U LLJ VU� Loz C) W 01.-. 0 Z a~� Q �--I = W a Lr) F-�o N Zo= i- QF-� Q �zLL Z az Z �� U p o o.. z z W J 0 > C:) LAST PLOT DATE April 11, 2022 }� 00 0 I FRAMING PLANS A