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0 T zo O L SS sn'_n" FTF2 GABLE TRUSSES SET BACK 3/4" (TYP. ON BLOCK BEARING) U_ 2 1 Q COLUMN ---------- ----------- AU I I t-t II 10'-01, o N � LL z r II 1 I II I I I I 11 1 1 FTF4 I I I I I I I I I I I I --- II — J—L -- II II II II __j n r1 II II II II 00 II II J II II II � I I I I 4'-4" b I I I 1 1 2 Klz R. Q (3) STUD S4 COLUMN BELOW co LL t.� N.tiµ 1 ' •- ';day::. .t.n'" LL 551 CRICKET- BUILD IN FIELD FTG5 NJ FTF9 LUS24 J -i N 111 r -i N = r -I N 2 FT14 - -- — r -I N 2 r -I r N N 2 I -i r N 2 FT12 -I r -I N r -I eNe�� S r -I N r CC)F L L. 00 LUS24 , 4'-0" 4'-0" DGE SIMPSON HTT4 FROM TRUSS TO BLOCK 6-0" V-8" 6'-0" 111/4" 1'4' T-4" 18'-8" 30'-0" I FLOOR FRAMING PLAN (ELEV Ba " = 1'-011 1 /4 O KEYNOTE LEGEND KEYNOTE ANNOTATION 10 BEARING WALLS O A/C CHASE O AHU ABOVE O4 22"x36" ATTIC ACCESS 05 STAIRS AREA 06 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS M 0 80 Cl) 0 r O F- LL SIMPSON HT FROM TRUSS TO BLOCK KI 1 It" U 0 U LLi M U U L) CJ1 CJ1 Ii rl II ii II I I II i I I CJ3 Ii it EJ7 — CJ3 � II II II II I I CJ5 II II II ii it I I I CJ5 A9G ILII I II I ji A7 DROPPED FLAI TOPS OF �1 HIPS FOR FRAMI G -------------------------- ---� I (GIRDER NOT OPPED) A5 II II II L--- ------------------------------ - 11 I II Ir-------�r--------------------AS---- II N I BOTTOM CHORD CAN BE Al REMOVED IN FIELD OVER ______ "--- ________ I L_____________J 1 I AHU IF NEEDED (SEE ENG) I I I I _________J _ J A1A II II II 3 II II II II II II I I r 1 I — ----- u ------------------------------� I I II rT ------ J L------------------------- II ¢ II C?II II CD M L0 I I I I II II CM u') IL_____� O II II II II o N II II J S6 II ii II 11 A2 _ II --------------- I II II II 11 I1 I A4 II II 11 II �I II L----—L------ Yi, ----A6 ----J I DROPPED FLAT TOPS OF I I T f HIPS FOR FRAMING (GIRDER NOT DROPPED) A8 I I I I I I I I I Ll I r --_J L------------ A10G I I T-0't 1 2'-0" I I 1 I II °° CJ5A V II L ii II CJ3A EJ7 (7 i i i co II II g I II II CJ1A II II II O II II C)_ �Q I I I I I m ¢ ¢ co U I I II II II BGE CGE 0 0 10'-0" 6'-4" 13'-8" a J I T U A L R: 30'-0" s� ROOF FRAMING PLAN (ELEV B. 1 /411 — 1'-011 HANGERS d IL = LUS24 SIMPSON Q = HTU26 SIMPSON I. = THA422 SIMPSON SHINGLE ROOF 12 41 61 12 HEEL= 3 5/16" 2� 61 PLUMB 2X4 CUT 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 FLAN 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 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 TRUSSESAND 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 S 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 CJ1 U U V-0 5/16"-t-� I, 2'-0" I. 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 112 ATTENTION! DON'T LIFT SINGLE TRUSSES VNTH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -81 30' Span or less 30' to 60' Span Spreader Bar Y / 60 degrees or less 1 2/3 to 1 /2 �l Ta line cpan approz. Ta 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. r�Genercl 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 SCHEDUL 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 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 R601 RAN LC9 RDP 05/01/18 RC01 ADDED EXTRA VERTONFLRTRUSSES®EXTERIOR WALLS ARZ 10/19/18 RD01 Rev'd cant at garage rdg 9/19/19 RE01 REVISED FTG5 LOADING ARZ 12/23/1 Djj��CARPENTER —� CONTRACTORS -- - OF AMERICA 3900 AVENUE G, N. W. WINTER HAVEN FLORIDA 33880 PHONE1 ( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT:VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2 ALT DESC OTC LOT BLOCK DESIGNER PAGE SLC DATE 06/11 15 LAN# SCALE N31 7639R 1 4 "=1' N N O C N v LO O LO LO s. W 0 w� 0 z a A' 'Lo- E M 0 0 W ' Q MN V) V �Co d m A� 2 O U o< .— 0 8 U p� N Q) s`❑ EM00�o a)�1cm z7�r{ LIJ LLI OLL(¢ ��Fol zL � oLL}Z�� Q U� Cn07 �:(nLLoQ�X�zTLLoz0❑¢Q O -o_oo X L)z Q J❑ O �zzU Lu z0WozCL �zO>_Z ajO ¢❑QQ¢Ow�F- Q< Y O¢ Y- LL LL OO ZwOMO OQ�z� wLL It wM 00 QZ - z 3: LU W 0 m00000 NN�/LyL� tiOL{u �O 00 o 0) o O N o N o {{I)_ z0 0 NcM 0 0 CD Cr00 �w � ¢ZwO z WcoO o UO UU Lo z> saZ a'II - LLJ aw Ln ~1-0Zo= NT-4 . LU <F-co � N ZWOIXZ VZ z<Z 0Q - _QU W z zJN Wrl- 0 N LAST PLOT DATE April 25, 2022 Z� 0 J FRAMING PLANS B