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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE A R C N I T E C TIN C 24" O/C, SUBMIT SHOP "ROOFIWALL/FLOOR DRAWINGS FOR REVIEW SHEATHING A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 10d z 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # I100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFNdALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", HTSM20 W/10 10d TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" (12)16d x 1 }'NAILS TO TRUSS GIRDER. x 1 R NAILS TO W/ 8" z NAI MAY O ADDED FASTENER SCHEDULE" TITEN 2 ANCHORS TO LINTEL Design DBL STRAP, 1 EACH SIDE WRAPS UP AND GNiDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE Grou LLQ C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDRIONAL PLY MAX. TO (16) 10d x 3 }" NAILS TO GIRDER AND NOTE: APT SYP #2 2" x E CONJUNCTION WITH ACCOMMODATE GIRDER # 1900 UPLIFT (2) EDONSIMPSON (2) SIMPSON HETAt6 TRUSS ANCHORS 6", 8" x NAILS, MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE INSTALLED ON PRE-ENG TRUSS W/ tOd NAILS, 2 ROWS, 3" CONNECTOR OPPOSITE FACES OF 3441 N. RONALD REA IAN BLVD. WITH (12)16d x 3 }'NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/1010d TO LONGWOOD, FL 32750 ADDITIONAL PLY MAX TO A-(i) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TRUSS AND (4) 1/4" x 2 1/4" PH: 407.774$078 ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SE 2x WOOD FASCIA FAX: 407-7744078 ANCHOR REQUIREMENTS. WITH (4) J" x 5"TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL gl7group rnm SEE ARCHITECTURAL www.abdesi 2z SECURED W/ (3)16d }" x 2 }" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH AA #: 0003325 W SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2)�' x 5" TITEN HO TO CMU AND (18) SDS } x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER DRAFTING BY: 12" O/C FOR REVIEW 2x SECURED WI (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2)}" x 5'TITEN HD TO CMU AND (18) SDS }" x 3" A.B. DESIGN GROUP DRAFTING INC. 1x2 SECURED WI 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 5439 BEAUMONT CENTER BLVD. MASONRY BOND BEAM CALM. COMMON NAILS SEE SCHEDULE ENSURE THAT CELLS ARE GROUTED SEE SCHEDULE 12" O/C SOLID, 8" EACH WAY OF BOLTS SUITE 1004 TAMPA, FLORIDA 33634 A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. PH: 813$86-Z628 B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) 8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER & 2" APART FAX: 813588-2802 C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR : 1A 1B 1C SCALE: �� o GIRDER CONNECTOR(S) 2A 2B 2C GIRDER CONNECTOR(S) 4 (2) 2X4 No.2 SYP DIAL. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d @ EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0" O,C. (AT SHEATHING W/ 10dxl/2 HDG NAILS 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) @ EACH END. TOTAL OF 10 30'-1"TO 60'-0 (3)'X" BRACE �. (1) "X" BRACE @ CENTER SECURE 2x8 PT. PLATE R ELEVATION TO BLK W/ FLOOR 6'-0" MAX (W/1X4) a GIRDER FROM CENTER TOEND. EQUALLY ANCHOR BOLT DIA. T W/ 2" 12R 10'-0" MAX (W/2X4) WASHER SET IN HIGH a a ♦ m m t. m m *' 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC PER ELEVATION MAX. 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS STM. CHORO P.T. PLATE W/ 12d's 8" 5/8" GYPSUM BOARD OR 1/2"HIGH PLAN FOR LOCATION RACING, SEE O.C. MAX STIFFBACK (ASPER e STRENGTH CLG. BOARD 4 7 U 0- MAY NOT BE TRUSS ENG) CONT. 2z4 SECURED WI iy a REQUIRED TO BE INSTALLED EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) i6d TOENAILS 10'-0" O.C. MAX. HTT4 W/ 5/8" A.B. WITH BTM. CHORD OF I� DOUBLE TOP PLATE MIN. 7` EMBEDMENT WOOD ROOF TRUSSES s TO SLAB & (18)16d ■ O 2x4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., SEE SCHEDULE FOR _ WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY BOND BEAM RED. PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 4 • tx4 BTM. CHORD BRACING 6-10" 0/7 END WALL OR OTHER 112" GYP. WL. BD. - MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF °., q� n. 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION TYP. t BTM. CHORD BRACING 7 SCALE: 3/4"=l'-0" V PRE-ENGD TRUSS GIRDER/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0" 1a• G 5 FLOOR TRUSS CONNECTION @ L.B.W. CENTRAL SPACING G SPACING * SCALE:3/4'=l'-0" (NO UPLIFT) SEE SEE CHEDUL SCHEDULE EE FRAMING PLAN 6" 7" 7" 6" 7" 7" 5" 5" 5" CJ w O - SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE d THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1!4`D HOLE EDGE >5/8" HOLE DIAMETER 51/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE BOLTED INTO GROUTED CELLS, B"ALL AROUND USED SO LONG AS THEY CONFORM TO THE FOLLOWING 91U1311M & LOT SILVERADO LOT #21 BLK. #14 PROJECT# 03719.000- 21141 MODE:: 2795-D GARAGE EWING: RIGHT PAGE: DETAILS 150 MPH EXP. B < 2/5 D SGL. STUD - 2 2. END OF FRONT AND REAR LEDGER SHOULD OUTER 1/3 OF cO LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS IT SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS D/E C A 8 Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5'8" cO 'g CLOSER THAN 6" O/C. AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"` SIMPSON TITEN BOLT/J-BOLT, 5" MIN. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. DIA. x 3" MASONRY SCREWS MAY BE USED, ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REWIRE B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO EMBED (22) l6d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" 01 MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28.2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" BTM. HOLE DIAMETER MIN. EMBED (36) l6d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. PLATE < 3/5`1) DBL. STUD E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0" STUD NOTCHING LEDGER SCHEDULE MARK SIZE BOLTSIZE S'MMSPACM CENRLALVACMG A DOUBLE 2x8 1/2" w O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16" O/C D DOUBLE 2x10 3/' 8" O/C 24' O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2x12 3/4" S" O/C A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 6� SUBJECT TO Fl AND F2 FORCES. Giy L L a PRINT 12/7/20 DATE: 11 ALTERNATE MATERIALS aCALE: 1/4"=1'-O" AND BORING LIMITS ET 10 8 scALE:11n"=r-0" WOOD LEDGER DETAIL SCALE:3/a"=r-o" allE�''y SCALE: 3/4"=1'-0" S 3 • IA