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CO) v L O 30'-0" GABLE TRUSSES SET BACK 3/4" (TYP. ON BLOCK BEARING)— LL LL 2 LL Q 1 S4 Call N 3) U -------- - - ----------- COLUMN I I I0" 1 I7�v T, •o• •c• II II I, N U Lt_ FTF4 --- -- I I I I I ji I I II II II II U_ II I U_ II I II I I I I � II II II J I I I I I II II 1 C- JU j I I II r---� ---- --- II —� II II I P41 r -I I I I I I I I I 4'-4" I I 1 2 I I Q (3) STUD S4 COLUMN BELOW n-.�+�;;� Via. • ...:<;i co LL A. >r `: F- CRICYET - BUILD IN FIELD FTG5 FTF9 LUS24 J 1 a r 1 I r 7 a r -I a r a 1 r a 1 r a 1 r 1 a r a 1 r 1 r w 00 0 LL J FT14 FT12 LUS24 EEI �o DGE SIMPSON HTT4 FROM TRUSS TO BLOCK 111/4" 1'-4" 4'-0" 6'-0" V-8" 6'-0" 4'-0" 7'-4" 18'-B" 30'-0" FLOOR FRAMING PLAN (ELEV B. 1 /411 = 1'-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS A/C CHASE O3 AHU ABOVE 22"x36" ATTIC ACCESS 05 STAIRS AREA 6O 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS h LL U_ 0 00 0 i� of c M I C`" L0 co 0 M ' LL CD SIMPSON HT" FROM TRUSS TO BLOCK 30'-0" Cl) LO -5, U U U LO M U U U CJ1 ii I ii II I I I CJ1 o CJ3 II li II li I EJ7 i CJ3 II II I � CJ5 ii CJ5 A9G I I I jl II II A7 DROPPED FLA TOPS OF I-1 L-------------------------- ---� HIPS FOR FRAMI G (GIRDER NOT OPPED) A5 o II II II I Ir--- ----I--------------------A3---- II I I r ll 7 II I II u I BOTTOM CHORD CAN BE Al REMOVED IN FIELD OVER I L_____________J I i AHU IF NEEDED (SEE ENG) --------__7 ------------ ------------------- I I I n A1A II I II 3 II II II II II II I I J I I L---------I I i 4 � I C�-�/ — ----- I I C------------------------------� II II t ------ J L---- ---------------------- II ¢ II II II o II II II II LO o IL----- I it----�1 II II II II N II II ii J II II S6 II II A2 _ _______ ____ II I II II II II it II A4 II II II II L----------------------------- 1I I I I L------ II II II II DROPPED FLAT TOPS OF HIPS FOR FRAMING I I j j (GIRDER NOT DROPPED) A8 I I I I I I I I I I L1 --J L------------1 A10G 7'41 I 2'-0" I I II CJ5A �` l i ---- ---- I J� :I I I IZ N � CJ3A i- EJ7 U II II g I II II V CJ1A _ yII II O II II o 00 I I II m ¢ U MLOI U U � II II II BGE _I 0 10'-0" 6'-4" ROOF FRAMING PLAN (ELEV B. 1 /4„ = 1'-019 HANGERS d I = LUS24 SIMPSON Q = HTU26 SIMPSON = THA422 SIMPSON SHINGLE ROOF HEEL= 3 5/16" PLUMCUT rf U(3t: SHINGLE ROOF HEEL= 4 1/16" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. 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 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 (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) LABELED END MARK REFER TO ENG. PACK FOR CONNECTION - CJ5 U V-0 5/16"---r-� 1, 7-0" 1, 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 112 ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -B1 30' Span or less 30' to 60 Span Spreader Bar / 60 degrees or less 2/3 to 112 Ta line I span approx. Te line span approx. REFER TO BCSI -1131 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 = 140 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 TOLL = 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. LOAD# DESCRIPTION INIT. DATE R/01 CRTD FIRM 2551/A SLC 06/11/15 RA01 LC8 RDP 11/04/15 RB01 UPDATED RE'S ARM 10/10/16 RB01 LC9 JTH 12/15/17 RB01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RB01 RAN LC9 RDP 05/01/18 R001 ADDED EXTRAVERT ON FUR TRUSSES@E)(TERIORWALLS ARZ 10/19/18 RD01 ReJd cant at garage rdg 9/19/19 RE01 REVISED FTG5 LOADING ARZ 12/23/1 (CARPENTER —� CONTRACTORS OF AMERICA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT :VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/B ALT DESC: OTC SLOT BLOCK J DESIGNER PAGE SLC 1 DATE 06/11/15 LAN# SCALE N317639R 1 4 "=1' M N 0 N 00 ,n ffl a i m s A Lo 00 —5 I s:4 ;, w 0's a g Q_ w W 0 z Q ON > W i. O N U _ />1' 0 M0 d N � N M -0- co AV W E L 1 2 0 O o C Q i Ui^^�� •^Ln Lu YlN W 70 1V CO Z a w W W LW IL W J LU 0 0 I— J Z 0 2 ¢ O¢�¢ LL U 0 20_j0 a �a�oLXL o�oom�Z¢Q CY o Z 07Wa WU)W W WCn��¢ J <OLU 2 OZ W0�O�Q OQ o 0 o¢QO¢ LL sl O O Z CV O� 5; (D O ~ M r�_O Q Ln G U) Ln F—f�CLM 00 Z V ~ W JUj 0 Virt al R view As isf, nc. Plans Revi w c mp eted and a" ova for cflmplianc with the 2020 FB 7t Ed i ion by Beira I nqe 1 Mph 1 r PX I 300 o Cq N 0 0 LO N r` 0 N 0 N N N N O C) 0 0)O 0 � N o N 0 N o ' I Z O Woo0o0a; N c- N M d to (O 1 �t- 0© ZZ � ¢Z W O � w 000 O O v _ UOrn Lo -0 �. O =) z > o�C Z aWa Q Q �.i'i = W W Ln 0 �F-2 N Zo� W 0- aF-� . . U-) Z> O Z>� ZWO z U 0- Z CO Z F- U � O 0 F�W z W WT_ -1 o >4-1 LAST PLOT DATE • May 8, 2023 z 0 J FRAMING PLANS B