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i i o„ -„ FRAMED BY BUILDER 26'-0" 2'-0 3/4" FT5 F w-- 0 -- _ri - F LL -- LO LL TB 00 )01 II LL-- I ---- BEARING HEADER BELOW— il� kF11 \ "A , a CE ARING WALL 7TOP INT. B FT7 FT7 SE O ® © OF FT3A In _ r LINE OF FLOOR I L------- BEARING ABOVE I -------- II WALL II II J II d 11 m>I N z JI C_ J - FT2G w 00 CD _. - LL cV 4" CANTILEVER 2X8 LEDGER FASTENED TO EACH STUD W/ (2) 1/4"X5" LAG SCREWS. FASTEN TRUSSES TO LEDGER USING SIMPSON LUS262 HANGERS $ 8 SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION B 1 /411 = 1 1-011 i i T-8" 21'-4" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION B 1 /411 = 1 1-011 Total Truss Quantity = 93 V K,11 K! . /,) I!A 111 ,01 I r/ 21 -011 CJ3 CJ1 IMPTO �N PACK POP CONNFGTION, CJ5 c� U 1�0�11 Ih 21 -011 TYPICAL �' 5FTACK ffICA, T 5FMACK COI\W\V WAS ING COFMP\5�f LVfLING ANP 5PACIN6 AW 5PACIN6 I 4r11TU, T.li it II.-11 1 F-I '.I I- _TF_- ___-II---7-T-- 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 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 CUTBACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUTBACK 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 PLUM cur 4-1/1611 12 5 (� 1 0 Virtual Review Assist, Inc. Plans Review completed and apl3rrave � ,� compliance with the 2020 FOC 7th Edition by Debra Anne Kl.ahr PX2309 HANGER CHART 4 L = HUS 26 (SIMPSON) i = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) \ = HHUS46 (SIMPSON) Lr�deled rand M�-k ATTIFiNT10Nq DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' to 60' pan 30' Span or I as Spreader Bar 60 degrees or less Imo+-- 1/2 I _ 2l3 to 1/2 I Te line $Pon eppro� To line r sp"n "pprox. � REFER TO BCSI -B1 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. 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" Q.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 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 F°BC 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 SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE] ALL REACTIONS OVER 5000# AND UPLIF°'TS OVER 1000# ARE SHOWN ON ENGINEERING. 1LL ' %►//////%• 411 ►•iiiiii•i �I�ij�itr''I�i� LOAD DESCRIPTION INIT. DATE R/01 BASE LOAD JMD 07/01M5 RA01 LC7,EXTENDED FT3A JMD 08/07/15 RB01 ADD FT7 JRH 10/21/16 RB01 LC9 JTH 1217117 RB01 CHANGED HANGER TO SIMPSON RDP 03/08/18 RC01 REV. FLOOR BRG. JRH 3/4/2020 RD01 REV. FLOOR SPLICING JRH 8/6/2020 RE01 UPDATED FOR LCA SHM 1/15/2021 RF01 ENTRY TRUSSES INTO LEDGER JTH 7/30/2 LOAD# DESCRIPTION INIT. DATE RF01 RELABEL ADD 7G4 MAW 10-22-21 RF01 DELETE PROJECT 7G4 GSB 2/22/2022 RG01 REV. SPACING JRH 08/22/2022 -� CARPENTER 11ON 11LAC'j RS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONEI (800) 959-8806 FAX, (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT:TIMBER CREEK MODEL :1373 AMERICAN DREAM/B CCA PROJ/MODEL/ALT .7A2/ 1871B ALT DESC: OTC: LOT BLOCK: DESIGNER PAGE -JMD DATE 0 01 2015 LAN# SCALE .N319839R -1/4,,"=1' + ra CV co co fl? LO `ryes C^ i o 00 U') 9 .cc.. d w ry Z d V) 2 5 0 U rn IL,$ 0 a �V) V W a"" 00co E' LU w wWQ 4 p z W < CQt ¢�-I�O� LLC)�LtJQ ��O pU LL z2 QZe ¢ f— ~ awl cnwwwua� ILL U) 0 z �¢¢OW ?ulzwcao�¢ � IL 0w dH oLu �¢ ¢ LL O F- It C:) O 0 W I= -I U.) tip C] M Ln � Lf`t U-) QQ 00 70 3: W Ja N N 2)CJ N (N ON < N O r c- o Q O c o6 r- %o OQ O 0 C) r Q O N O N O N O N CN7 N CN7 N N 1 d) N 1 II C3) O 1 6 T 1 O T I 00 CI I N r I M 1 O r" CD �? CDO Q7 O O N a 1 I- Lo c— r a fV O M O 4 O Lo, O Co, O I`-' LO 1 (� z z —z WUI~- �wn U) ? � � Vo�o Q 00-0 0�= h O J z zX Lu d ew 00 Z r� T < 0 ~ ry •-; z 00 z A4 Z Lu _j 0 r- '�,� (N LAST PLOT DATE o �,' Mar. 9, 23 ' C) 2ND FLOOR ROOF ,J FRA?1ING PLAN B 1i, L 77 ----,-,