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0 N tn co 0 bo r o _� SIMPSON HTT4 FROM TRUSS TO BLOCK L SS 30'-0" GABLE TRUSSES ET K 3/4" (TYP ON I BAC ,BLOCK BEARING) FTF2 FLOOR FRAMING PLAN (ELEV A 1 /411 = 1'-011 0 M O , CJ1 CJ3 CJ5 30'-0" M U') 0 M U U U U U U I I I I I II II II I I II iiEJ7 II I� I II I it I II - II I I I II II II II II II I i A9G L_— L__ _J U= 1016# Lt P I A7 li l DROPP d FLAT TOPS OF I I HIPS FOR FRAMING A5 (GRRDE OTDROPPED) �--- -------------------------- �I II II ---- _------- ___� I I I I -------------------------� r---- ---� I I I I I i A3 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 Ir-----------r--- L----------«—sue A1A rt i i I ------------------ II II II II II II 1� II II IL--------- u I 1 II C-----_____--__________________ II >rt -------------------------JL- ------ II Q II II II II II II II II II II II II II II II II A2 jj II II I I r—------------� r---� 77 A4 II li II II II II II II II I� II ---------------------------------ij II I� — I II II A6 DROPPED FLAT TOPS OF HIPS FOR FRAMING rf I I A8 (GIRDER NOT DROPPED) I I I I 11 i U= 1329# A10G --_J L-- I HTU26 I r B1 2'-0" I I I I LU 241 B2 II I r— ---- _ ---- I J — 1 I II I I LU 241 I 63 II 'it 1 0EJ7 II II U 241 II U) I I I 64G I j r 1,_8" 4r-8" e. L S241 Q CJ3 M U U U I I U .L I N v c� S21 i Lu CJ1 n CGE 13'-8" 64" 10'-01, � 30'-0" !l\ ROOF FRAMING PLAN (ELEV A 1 /411 = 1'-011 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O2 A/C CHASE O3 AHU ABOVE O 22"x36" ATTIC ACCESS O STAIRS AREA O6 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS CJ1 CJ3 0 CJ5 v 0 r O N CJ5A O CJ3AF- CJ1A 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 CUTBACK 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" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD r-- 3/4" SUBFLOOR .., WALL HT. BASED �E `i� ON 9'-4" A.F.F. �I 1r-AW100 0y USG SHINGLE ROOF LABELED END MARK TOTAL TRUSS QUANTITY=123 REFER TO ENG. PACK FOR CONNECTION /S8 0 CJ1 U V-0 5/16" 2'-0" 2'-0" TYPICAL T 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 HTU26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute SCSI-81 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 SCSI-131 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 = 14-D 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 104 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 50007 AND UPLIFTS OVER 1000# ARE SH01VN ON ENGINEERING. r LOAD DESCRIPTION INIT. NEW MODEL SLC JDATER/01 RA01 LC8 RDP REI01 REV LOAD FOR ACCTG HMT 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 EXTRAVERTONFIATRUSSES ® EXTERIOR wW ARZ 10/19/18 RF01 Rev hangers,dropFG'S114',rv'dcan@garage rdg 9/24/19 RGOt REVISEDLOADING ON FTG5 ARZ 12/17/1 L____ CARPENTER RS OF AMERICA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: ( 863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT AAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/255I /A ALT DESC: OTC LOT BLOCK rDESIGNER PAGE SLC LDATE / 11/15 # SCALE I�T317638L 1 4 "=1' ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 3Q BV THE PEAK CONSULT BCSi,o 3G' SPen ar I ea tP P0" SPrea Bar 6a degroee less 1rz I ti3m1n I Ta One r ^ °pprax. Tj.ne 1 �e aPpox. 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. N N r u� i :i o co Q z LU O w 0 z Q ^` - 0 am 0- o W L - ' C*') M N `1 V) V -0 0D o U8 0 0�8 aQ Ua� ._.0 V) V W C, H E o LU Ur w W W� W J W i 0 X 0 Q Q �— U �— —_j WLLU0L_j0 <�oazW�ozM0,I—aQ 0v>—ZtE00mZj�} U O O O Z U) LLIWIYOLU _j CD a. Z YLU < LLI� Z Z LL w 0� d CL ¢OWO��-� �Uj 0 o oaz� < LLQ O �QU_ O 0 Zw OI_ 0 M O z Q w CO � a- (/) U� 2(/) z < W < Lq W CL 00 ZU f�- LU W �� ' I I r I I I I I I I r I I O N O N O N r N N N O N C)O N N O N O N N r- O r r\ M ` M N r O o 0 o NO NO r I I I ' z O W w > O r Oj (V CD M C) C) I i ti V/ �t 16— zz W C)Qw W EDz00 - _a O U ED UUU Lo -0 :)z5; ow- 0 Z W_aa w Q L F- N zo= . a�� N O ZWO Q Z U gwLL LL Z Dz F- 0U 0 W Z z z LU W J tl- (/�0 O T_ LAST PLOT DATE N . . April 25, 2022 Z }+ O J FRAMING PLANS A