6391 Back Forty Lp - Laserfiche WebLink

Browse Search

c i� W E 5'-11" 0 N 30'-0" U CJ1 > U 2.5/12 EJ7 J1 — - -- - - > LO v ti`ij� EJ V w j U CJ3 CJ3V U �)� o � I W i CJ5 CJ5V > i A7G � I N I 8'-0" CEILING A6 2.5/12 VAULTED CLG. j A5 I I I L--------- ----------A`l--------------- ---- ----- ----- -- -- ---- II I I II II II II I II II I I II II II II 2.5112 VAULTED CLG. 8'-0" CEILING I I II II I L--- II II --------------------- L--------------1L---------� I I I I II II I I I I I I I I oLO II II II I I' II II �I LO II II rl N I 12.5/12 VAULTED CLG. I I Q 9 II I 8'-0" CEILING o ---------------V ------------------ II I 2.5/12 VAULTED CLG. II L / i,L I -- - -------� I II II II II II II r7 8'-d" iCEILING I� I I I II II II I I I l 4 I I II II II II II II I I I z ¢ 1: = II II I I L------ II I I I I I IX L-----� �--------------- — — — — — — — — — — — — — — — — ----J L----J t_----- n�� W 4.1 —�--- _ t ¢ } II II I I CIO rn I 2 5/12 CLG. �i 17 II l II I I II !� 8'-0" CEILING II I II II A2GE o --- >77 �I M C 1 N 2.5/12 _ i B2 EJ3 J U EJW 61A 0 0 m B3G 0 NN 4'-8" ROOF FRAMING PLAN (ELEV A.' 1 /411 = 1 1_011 tJl REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET REFER TO ENG. PACK FOR CONNECTION CJ5 o � CJ3 ti LO U CJ1 U IU V-0 5/1 2'-0" 12'-0" TYPICAL T 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 SUPPLIED FROM TRUSS MANUFACTURER. 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-B1 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 = 140 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 NOTE: are designed for ASCE 7-16 and maximum ALL VALLEY KITS MARKED "VK" OR "MVK" ARE forces from both components and claddings CONVENTIONALLY FRAMED. PLEASE REFER TO and main wind force resisting systems. ENGINEERING PACK FOR DETAILS * These trusses have been reviewed to carry an NOTES: • FLOOR TRUSSES ARE CUTBACK 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 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 SHINGLE ROOF HEEL= 4-1/16" PLUMB CUT/ 12 5.91 rk 12 2� 0I , 12" 7 JUN 2 7 2023 LABELED EyRtuat Review Assist, Inc. Plans Review came�arod and appro�ed or 0 FBC 7th Edition by Debra Anne Klahr PX2300 HANGER CHART a = HUS 26 (SIMPSON) d d = LUS24 (SIMPSON) Total Truss Quantity = 75. ATTENTIONI DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -61 30' Span or less 30' to 60' Spreadei 60 degrees �. .� or less I 112 � I I 2/3 to 1/2 line r 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. 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 SF-IINGLE ALL REACTIONS AND UPLIFTS ARE ,SHOWN ON ENGINEERING. WALL KEY LOAD DESCRIPTION INIT. DATE R/01 Created from BID B312288 AS 8/6/2015 RA01 REV. ENTRY & ADD HIP @ REAR SHM 9/18/15 RB01 Add Vaulted ceiling in Great rm, AS Dininci rm Kitchen Foyer & Entry 12/21/2015 RB01 LC9 AND FBC2017 HAB 12107/2017 RC01 RE-CALC A7G B.C. AS 7/2412019 RD01 LCA JTH 1/4/21 CARPENTER —� CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHENEI (800) 959-6806 FAX: (863) 294-2488 BUILDER : LENNAR HOMES PROJECT: MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450A ALT DESC: OTC LOT BLOCK DESIGNER PAGE HAB DATE 0806 2015 LAN# SCALE N321593R 1 1 4 "=1' �,.VJ J. n +, o 00 Ln S w 4 W O 0 W i ❑ z Q 0 N LO C) CNW L '= "o o U C1 M N di to V -0 -c- ? m -0 -2 Cc) Oo 2 o -5 rn 5 o i o Q .0 W L Q E�2 0 1) �o W rVnH �LLy ❑ L Uj w O I— LLJ I—~zX w ��OL 0>U% >DM< J�z ¢�XJ(1) a' � �6QOOZOwmZ:WW �¢OZcnWWWC �pWQ0zWOQz2ILQw 2Wi0 ¢ LL OQ � =O �Qz ¢ �¢ LL tL I— O Z W 5 ti C) F_ co o QwM� wLL � F--��M ~ Z V W� Ul J O O I I I I � I 1 N o00 0 LO N N N N a)i M N M 0 o i i O CDo I I ; ' z N of W O O O O O LO > r N M 4 In zZ Qz W o zco +� +-+ W U Cl 0 0 O U U cA I— p Z)z5; 0F_o Z C:)Lh = aWa w=¢ 0 F-~o T� z0= W <�D O zo�0 O Z U Q Z IZ _I ILL • °z Q F_ O"� F. m z Z z W WC:) N O N LAST PLOT DATE • • May 4, 2023 Z0 ROOF FRAMING PLANS A