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I II I - L- - - - -- 1 II I I I _ I I' I ---- I L' _.-1 11- V V -V FTFGE 0 foWALL STRONGBACK Ii LL BRG WALL 14'-9 5/8" STRONGBACK V_2" PA 12;�. • C p Lo D N— 1 04 \I �— - b N 00 M — — — — — — — — — — — — — — — — — — — — — — — C I I BRG WALL I I M I I I I I I I I r----- — I^I I I I LL I I I I I I ----oz I I I -- — - I I I I I I I I I I I I II -------- 14' r ----------- 78 L---------- I — — ----- ------ ------ ----------- — ---I A BRG— WALL i i l I 11 LL I I II I I I I I I I J I I I I I Lo CONY. FRAMED BY OTHERS @ STAIR LANDING — — — I FTF4G BRG j 1 WALL �_ _ __ 1 ---_�1 BRG WALL II II II I II I II I II I II I 9' 9 8" o b N 00 0 N B9 ATTIC BS I ACCESS B7 B6 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) B5 64 B3 I 2-PLY 2X_ LEDGER BY OTHERS TOP @ 9'-8" M1 B2 m BGE 20'-6" 8'-0" V-6" SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A 1 /411 = 1 '-011 N- rn- c is 30'-0" "I V-2 1 CJ1A CJ3A CJ5A U=106-4 E q CJ1A CJ3A CJ5A A6G A5 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) 71 A4 A3 ¢ BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED ATTIC (ACCESS 1 A1A v M b N LID —71 A2G CJ1 C2 0 - - E 2 -- - l'-0 5/16" 50 v 71 3/8' 16-0" 11 11/16" -10 Uut 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A 1 /411 = 1'-011 SHINGLE ROOF 12 51 12 HEEL= 1'-0 1/8" PLUMB CUT — 2X4 12" TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. HANGER CHART J L = HUS 26 (SIMPSON) Total Truss Quantity = 98 HEEL= 4 1/16" PLUMB CUT/ 12 55:5� i � nVA 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/ MTS1 TS. 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 C UT 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 ADEQUA T ELY 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 APR 0 8 2023 o Idirtuai Review Assist, Inc. Plans Review completed and approved :or f,,jt pliancc with the 2020 R.!C 11th [di6or 'ly "+e4ir i Awd ie F;Iahs P,0366 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -81 30' Span or less 30' to 60' Span Spreader Bar 60 degrees � � or less I 1/2 I 2/3 to 1/2 Tag line r span approx. Tag line t 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. 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-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-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 = 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 109 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 UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY 00MM01 i�►�i�i�i�i�i rggV,& rg LOAD# DESCRIPTION INIT. DATE R/01 Created from 2386 model AS 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 UP LOAD DUE TO DIFF @ LC9 HMT 1/10/2020 RB01 UPDATED FOR LCA SHM 1/18/2021 L_�L_� CARPENTER —� CONTRACTORS OF AMERICA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT -VAROIUS MODEL -.23132 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC: OTC LOT BLOCK DESIGNER PAGE A. S. DATE 2 16 201'7 LAN# SCALE N333525R 1 4 "=1' ' co N J J r_p` M p' LO o 00 Ln - z w 2 O w 0 z R > W `0 U N M 2 ft '' c� M V 7C) 2 W .` r OEz8 0¢ iU • •V% � ■ w C) L p E 01 0. a W W W U Wo�OU wOw m z mXLL 2¢2¢ ¢aX�x¢�U0��0 zLUomZzOZoc�O(nWaW zFLL- U -O ozoo°¢Q Z nww�o¢p < � ZW��0¢ oW° =oz ¢ YL LO ¢ s! O ZW O� 5 ti M 0 F- O < rl- LO z �. co 00Z >- < U LU W J0 O Mj N N N N N N ti 4 4 i CD � N CDO 1 N O O O O 00 O CD 00 0 0 0 CS O N N O O O O O N N N N N O O L16 00 A .1- O O 4 O O O O) O O" 6 o 0 0 M N u7 O O >j O O O O O 'It LO I C141 CO I I LO CD I I-- CO Z Z O owv� O V��a 0 IX Z�~� r�nm0Z V Z W i'2Z� Z Z L- (0W Og§z 0a vWzz .Z HQO Z U oUa 0 00 z Z W _ M N Lij M r LAST PLOT Mar. 9, 23 DATE Z 2ND FLOOR ROOF J FRAMING PLAN A