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N 00 OP Cl) N 0 N W cD LO I- W W O 2'-0 3/4" 26-0" FRAMED BY FT5 FT FT1 8 13II 1-fMEI IILL IL I r� II 11 II --- I I I I I II II II ILL I II II II II-- IremII I I I ---- II II •�• II ---JL II II I I II II H II II O I I F_T- ---- it i ----- -- - - - --- - - - - -- - - -- - jI LJ II II II II I I I I II II II I1 BEARING I I I I HEADER BELOW � 1L A, II I 'A, 'A, FT6 11 BEAliING FT7 WA L--------------------- - BEARING � I I • ° II WALL I I I I ® O II it II 11 II I II I II II II i I II II II II II I I II I II II ; II II --------- I II LIT-------�r--- I � II ----- ------------ I I I L--------------- j I I I I I I I -----------I --------_ ---- I I I I L1 a-4 LL II II II ------ ---- L.-_J L ------ J II II II EJ J II II I I II II II 2X8 LEDGER II II II II II I M1 it 1 jl FT2GE SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A 1 /4„ = 11-011 N r O N N 0 v co O N 30'-0" Cil N C9 U EJ7 L0 U CA � U CJ3 �� CJ3 9 �F CJ5 CJ5 U=1015# \ U=1016# \ A5G F. A4 \\ A3 O 1 A2 O Lf� 00 m Al ATTIC CCESS I A2 0 N A3 o° A4A U=1332# /6G - P�� CJ5 m CJ3 Ln I j b ' C:)C0 P U 00 CJ1 U �? B2 U B3G CJ1 EJ2 CA N an SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A 1 /4„ = 1 1-011 OCT 2 8 2IT11 Virtual Review Assist, Inc. Plans Review completed and appr d let compliance with the 2020 f8C 7th Edition by Debra Anne Klahr PX2300 REFER TO ENG. PACK FOR CONNECTION REFER TO ENG. PACK FOR CONNECTION CJ5 CJ3 `�� CJ3 U) - � o CJ1 U LO co U U U V-0 5/1 2'-0" 12'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING U V-0 5/16"'-h 1, 2'-0" TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING 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 H10A 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 SUPPLED 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. 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-61 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-131 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 FLOC 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 SCH EDU L CLL = 40 PSF ITBCDL CDL = 10 PSF = 5 PSF TOTAL NOTE: = 55 PSF 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 LABELED END MARK HANGER CHART 4 L = HUS 26 (SIMPSON) d d = LUS 24 (SIMPSON) k = HHUS 46 (SIMPSON) HEEL= 4-1/16" PLUMB CUT THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS AND ARCHITECTURAL DRAWINGS SUPERCEDE THIS DOCUMENT. ATTENTtONI DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -61 30' Span or less 30' to 60'pn Spreader�Baar 60 degrees or less 1/2 _ I 1 2/3 to 1/2 _ l Ta line span aPP� Ta line f 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. ROOF DESIGNED FOR SHINGLIE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. F-P- WALL KEY LOAD DESCRIPTION INIT. DATE R101 BASE LOAD JMD 06/26/15 RA01 LC7, EXTENDED FT3A JMD 08/06/15 RB01 MADE FT3A TOW PIECE JRH 10/31/16 RB01 LC9 JTH 12/7/17 RB01 CHANGED HANGERS TO SIMPSON RDP 03/08/18 RC01 REV. RE's JRH 11/22/19 RD01 REV/ FLOOR BRG. JRH 3/4/2020 RE01 REV. FLOOR SPLICING JRH 8/6/2020 RF01 UPDATED FOR LCA SHM 1/15/202 CARPENTER � T" CONTRACTORS IOF1 AMERICA 3900 AVENUE G, N, W. WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT:VARIOUS MODEL :1€373 AMERICAN DREAM/A CCA PROJ/MODEL/ALT .7A2 1871A ALT DESC OTC LOT : BLOCK: DESIGNER PAGE .JMD DATE �I 06 26 2015 1 LAN# SCALE .N31 835R 1 4" "=1 ' N N 0 LO CD 00 LO C c°� Q a o',.W CD ° "in" ;k W z Q 0 E N n �In 0 W I` '� N W 5 V) } ? �; M UA, co W 0 s �} � Q • /N1 w Q E l� W L 0 M W W (!Dn W QL W01- W IW— Q W W� Y z 0Y Z E°�JQO W<11000J0 V Q a Q:_ JUJ U) pll..J— °x ZLLU_0202 �aQ 0 0 U) z III LFLIzLL W <0Wa _jUr a>U)LLJ W ¢LL oW°��Z�Wow�0Q 0Cf 0 0Qz�Q L.L Q 0 F- Q Il • O O N OW Ul\�o F/-1 C) C) O a�Cn LL a Ln >_ Q Q 00 z � F- LU W lD N N O N 0 I N O O c6 CO � OO � 00 V- O N O O CN N CD N C) N C)O N N O N O N O N O N O d) Op O N T M CD I N i a � 0 I O 0 I O 0 i O O N CD 0 0 N��- i 0 N 0 C-)ct 0 LO LOOr-- 0 0 U� 00w Z Z —Zo o�� 0 o Q Logo �n- = m o z H Z (DZ�_j Z Q >-2Z�1—I Z z N w I� O_j2z 00 U�z0) r Z T--1 -r Q O z0 U U g 0 m � Q Z Z W _j W CD �' o O LAST PLOT DATE Jul. 15, 22 z 0 2ND FLOOR ROOF J FRAMING PLAN A � III�AIAi�I �