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iM 0 bo T o SIMPSON HTT4 FROM TRUSS TO BLOCK L SS I. 30'41 GABLE TRUSSES SET N (BLOCK BEARING) FTF2 FLOOR FRAMING PLAN (ELEV A 1 /T'r = 1'-011 CJ1 CJ3 CJ5 FciiHilY co LO Ln co U U U U U U I I I II II II II II I� L II I E.17 it I I I I II II II II II II II II 1 l i i i U= 1015# A9G L_— L__ _J U= 1016# Lt A7 Ii I DROPP d FLAT TOPS OF I I HIPS FORIFRAMING A5 (GIRDE OT DROPPED) L--------------------------- ;1.11 __________________________ � =__ ___ 1A3 I I BOTTOM CHORD CAN BE Li REMOVED IN FIELD OVER i r Al AHU IF NEEDED (SEE ENG) II II I II IL-------------JI II II r-----------r----------��s A1A i-r I i I L------------------- II II II II II II I� 3 II II I I r ----- u II C4 I it I II C-----_____--__________________ II n -------------------------J L ------ II Q II II 11 II II II II F II II II II II II II II II A2 jj II II I A4 I II I II II II II II J-----_j II ---------------------------- II I� A6 DROPPED FLAT TOPS OF I I L I HIPS FOR FRAMING I I I I I qg (GIRDER NOT DROPPED) I I I I I I I I u i U= 1329# A10G I--- I I r-----------J 1 HTU26 r Bl I 2'-0" I I I I LU 3241 I I B2 II I �— ---- _ ---- I J —1 I LU 241 B3 I I Tl I �? EJ7 II u241 II C11 I I I B4G ?II r V-8" L 4'-8" L S241 CJ3 U U U I I _ U L� /� S241 I N 2 v LU CJ1 may✓ — �8 n CGE ' U U 13'-81, 6'-4" 10'-01, 30'-0" ROOF FRAMING PLAN (ELEV A 1 /"f11 = 1'-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION O BEARING WALLS O A/C CHASE O AHU ABOVE O4 22"x36" ATTIC ACCESS O5 STAIRS AREA O6 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS A CJ1 CJ3 0 CJ5 0 N CJ5A 0 CJ3A[- CJ1A Y 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 CALCLtLArED 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 H1 OA 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 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 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 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 51 12 HEEL= 4-1/16" Z�A` 0— PLUMB CUT — 2X4 MAY 0 2 2023 12" TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR Virtual Review Assist, Inn WALL HT. BASED Plans Review completed and ap ed ON 9'-4" A.F.F. for compliance with the 2020 FBC 7th Edition: by Debra Anne Klahr PX2300 SHINGLE ROOF LABELED END MARK TOTAL TRUSS QUANTITY=123 REFER TO ENG. PACK FOR CONNECTION CJ5 r` CJ3 CJ1 co U V-0 5/16" 2'-0" 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) 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. All hangers to be Simpson HTU25 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI—B1 recommendation 4) 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 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 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. FUMO�0� ►•i004ii4 MONO, LOAD DESCRIPTION INIT. DATE R/01 NEW MODEL SLC 06/11/15 RA01 LC8 RDP 11/OS/15 RB01 REV LOAD FOR ACCTG HMT 4/13/18 RC01 UPDATED RE's ARM 10/10/16 RC01 LC9 JTH 12/15/17 RD01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RE01 ADDED EXTRAVERTONFlRTRUSSES@EXIERIORWALLS ARZ 10/19/18 RF01 Rev ha gers,drop FG_s 114',Md ant@ga age rag 9R4/19 RG01 REVISEDLOADING ON FTG5 ARZ 12/17/1 CARPENTER CONTRACTCONTRACT ORS OF AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33880 PH❑NEI (800) 959-8806 FAXI (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL Iiii PROJECT :VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/A ALT DESC: OTC LOT BLOCK DESIGNER PAGE SLC DATE 1 06 11 15 1 LAN# SCALE N317638L 1 4 "=11 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BV THE PEAK CONSULT SCSI -Bt 30' Spen , a 30 to W Spreads Bar &0 degroec Ieen I 73to 12 In f• apan ePPmx. 1 T Yne F apan epF l 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 Is way. ^l.A4 N " �.�OF F40 N M L �t LO • Q _- 1 .a O co LO 805 o Q W u a`� p w 0 z Q N 4) N LO N E 0 0 LM o U /`, , � T v N N M 0 C U M, .r w co, � 0 2 u } •� 0 LL S o Q = e N a) LU C QN L.aO O E C3 a C W LU Vj LLJ 0 �- f-~ <1 LU UOQ LL U QOXJ of U_ LL acnD:wOzOWO�mz�¢U I J� �_j 0 Z cn a uDww z Qf¢ j�< LU<�Zwz0LgLl�pa. LL pw �t-� �uj Ow Q O o¢ztY ¢ �¢w 0 0 z W O� J O 0 ( Q 0 M U') U) L.L ti ��O..M a co < Z U Z� LU Wo J O i t I I CV N N N Na O N O 0 OD o0�aaa � z O � N Lo LU w > o 0 N 0 cM 0 '7 0 In 0 c0 i MI 000, (n az CDw W 000 +�-+ O V 000) Lo O Ora Z a —a. W�a Ln m=w L J v 0E-O N zzox . w� Q O gWIX z Z o. �z Z �� pU oll W z z Lu W J w4t O r LAST PLOT DATE 8 • March 31, 2023 Z0 O J FRAMING PLANS A