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1 11 11 I II 111 I 1 J— I Ill_ 1 . I - 1-1 1 _1_ ._ -. _ — I !. 1 1 _ I C 1 ROOF FRAMING PLAN (ELEV A.' 1 /411 = 1'-011 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/ MTS15'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 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 PRIOF 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)) PRICR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRI 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 MAR 0 4 2023 ° SHINGLE ROOF Virtual Review Assist, Inc. Plans Review completed and approved for compliance with thelPX2300 2020 Edition HEEL= 4-1/16" y Debra PLUMB CUT ,,�--,� REFER TO ENG. PACK FOR CONNECTION 12" 12 5.9 F 112 01— 2X4 LABELED END MARK —11 CJ3 �� HANGER CHART- 9 CJ1 co 4 = HUS 26 (SIMPSON) d a = LUS24 (SIMPSON) TYPICAL F SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION CJ5 O CJ3 U') GJ1 Cl) U U V-0 5/16" 12'-0" I. 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING Total Truss Quantity = 75. ATTENTION! iri DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -61 30' Span or less 30' to 60' pan \ Spreader Bar 60 degrees Y or less 2!3 to l/2 Ta line I span approx. Tl T. line span approx. 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" 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-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 SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE (SHOWN ON ENGINEERING. WALL KEY Z 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 inin rm.Kitchen. o er & t 12/21/2015 RB01 LC9 AND FBC2017 HAB 12/07/2017 RC01 RE-CALC A7G B.C. AS 7/24/2019 RD01 LCA JTH 1/4/21 CARPENTER � CONTRACTORS OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PH❑NEI (800) 959-8806 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 �I O8 O6 2O15 1 LANy SCALE N321593R 1 4 "=1' N N 0 N 00 N In 0 to 11 Y a� r W t y�t `t 4.ya O yy,1j W �j z Q V) N LO — C W >` �O U co 1n V) -i V -0 % - � E U8 ° o� a� •l/�I�`/ /' LLI A C �✓ sr. 0 E 2' .� 00 0. W U W q W vi tlJ O 1— Iw-a T¢�°z0 z w:�_aoa�Q��00 0 Q Q V°oQz��°ZM°o~aa lYOz0FE00mZz III W 0 U) O O Z JOa�zYOZZ"OOw°xd i - < l— � W E3 Q0 < ow IY Q z O 0 OFQ2' OLL Q LL Z N ®F_ L =) r-- M z O Q w M r- 0- W 14- 2 � ti z < W F— W Q. co zv� W W _j0 J 1 , I O C-4 O N N CIO N O N O N CD o _M z o ' O LO wo° N Q M 00 QZ w a Cy) 0U goo wvU5 _W 0 DZj pW0 or, r' Q C) F- W a L = m=w r—II Z o 0 w <� 0 . . 00 0 z0fo O Q U LL gZLL Z aZ Z OU p m z z W W J 0 o N LAST PLOT DATE • November 28, 2022 O J ROOF FRAMING PLANS A a J.