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44 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFIWALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" O 1100 UPLIFT SIMPSON A{1) SIMPSON HETA18 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/10 10d TO 8{2) SIMPSON HETAt6 TRUSS ANCHOR WITH "ROOFAVALLIFLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", TRUSS AND (4)1/4" X 2 1/4" SHEATHING TITEN 2 ANCHORS TO (12)16d x 1 i" NAILS TO TRUSS (9)10d x 1 �' NAILS TO 6% 6' x 4'-0' MAY BE ADDED DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O!C TO FACILITATE ONE C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 7' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 }'NAILS TO GIRDER AND 6", 6" x 4-U'MAY BE ADDED OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' CONNECTOR UPLIFT TIEDOWN REQUIREMENTS. BLOCK WALL W/1010d TO LONGWOOD, FL 32750 WITH (12) i6d x 3 ' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR TRUSS AND (4)1/4" x 2 1/4" ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM PH. 407 - 7 40 8 lxZ 2x WOOD FASCIA ACCOMMODATE TRUSS A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL FAX. www.abdesigngroup.com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS igngroep.COm 2x SECURED W/ (3)16d }" x 2}" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH AA #: 0003325 lx2 SECURED W/ 10d TRUSSES ® 24' O/C, 1x2, 2x WOOD FASCIA (2) #' x 6' TITEN HD TO CMU AND (18) BOB }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 17, 0/C FOR REVIEW SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEOOWNS WITH AND APPROVAL 2x SECURED2 GALV. COMMOONN NAILS. AILS. () �" x 5'TITEN HD TO CMU AND (18) SDS }'x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17. 0/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L;770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LSS (2 OR 3 PLY) 2" COVER 6 2" APART B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT8885 LBS 12 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ 77 MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL ROOF SCALE: 314"=V-W 1a 1b 1c GIRDER CONNECTOR(S) 2a 2b 2c C377 GIRDER CONNECTOR(S) V-a' MAX (WNX4) OR,O'-0"MAX (W/2X4) 314" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE 1x4 DIAGONAL BTM.CHORD O p y I I L9 BRACING, SEE �\ PLAN FOR LOCATION 1 MAY NOT BE REQUIRED SERIES BACCKERBL= .� �5/8" GYPSUM BOARD OR I/2"HIGH 1 _- --_-- _-- 1 STRENGTH CLG. BOARD 0'-0" TO 30'-0" (1) "X" BRACE 30' T WITH () "X" PT /7' BRACE CENTER SECURE 2x PLATE SECURE IJOIST TO TOP PLATE LVUIJOISTO BLK W/ 1DIA. w/ (2)12d TOENAILS BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY 74ANCHOR BOLT W! 7 1x4 BTM. CHORD BRACING 6'-0" 0/C END WALL OR OTHER FROM CENTER TO END. WASHER SET IN HIGH DOUBLE TOP PLATE MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA STRENGTH EPDXY 6' 10'4" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN. EMBED. AT 32, OC COMMON NAILS AT EACH CHORD MAX. 2x4 OR 2x6 WOOD BEARING INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x0 WALL W/ SYP No 2 STUDS SEE P.T. PLATE W/ 12d's 8" PLANS FOR SPACING. SINGLE STIFFBACK (AS PER O.C. MAX BACKERBTM. PLATE To BE PT. �� BTM. CHORD BRACING TRUSS ENG) CONT. 2x4SECURED PROVIDE DBL TOP PLATE THICKNESS IA UBDM ae LOT:BBOTT PARK LOT #17 BLK. #9 PROJECT 04181.00 —17091 HODE]w " 3EEB , 2260—ELSTON GARAGE DVnNG: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH XP. <2/5"0 SGL. STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE _ OUTER 1/3 OF TO IJOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS HOLE EDGE >5/8" 4!-C'.. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'". A -SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3!4- WEDGE-BOLT/J-BOLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 4, EXP, BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES ( �} EMBED SON 0d GALV, COMMON NA LS TO HEADER FL#17241 WEDGE-BOLT/J-BOLT, 5" MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE ROOF TRUSSESARESTO SPECIFIED, CONCURRENTLY, RLATERAL LOADS DUE TO WIND AND REQUIRE HTT4 W/ SW A.B. WITH V SCALE: 3/4"=1'-0" (2)10d s C EACH TRUSS PROVIDE BLOCKING MIN. T' EMBEDMENT TO BE INSTALLED TO SLAB & (18)16d x 10'-0" O.C. MAX. 1/2° GYP. wL BD. zan° NAIL' To POST., PERPENDICULAR TO I -JOIST SEE SHEET S1.1A FOR POST TO SIT DIRECTLY ON SLAB (2) 2X12 NAIL SIZE AND PATTERN TRUSS B% OR B' 24^ MAX. W/ 24" Mt(2) V MAX, END SYP. P.T. SEE SCHEDULE FOR 3°�T� JOIST WSPACING FRONT BOND BEAM REQ. SEE FRAMING PLAN LEDGER TYP. T n• y ° W END E b 60 e e LEDGER • • ° a • • ° • .• •°.o LL w e BOARD 1% b b (2) 2X12 SYP P.T. 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR I -JOIST CONNECTION @ L.B.W. LVUWOOD POST CONNECTIONS BE USED PERPENDICULAR W/2"WASHER85112 LEDGER &PBLOCK WALL W/ GABLE END SL:=WITH I -JOIST MIN. EMBED. (TYP) SCALE: 3/4"=1'-7 (NO UPLIFT) PARALLEL TO I -JOIST RE-ENG D TRUSS (2) 2X8 24'MNC W/ 24"MAX. W/ WMAX. END SYP. P.T. T JOIST JGIST SPACING FRONT i SEE FRAMING PLAN TYP. TYP LEDGER END OF io °w LEDGER /y. NOTCH DEPTH 1/4°D d s e BOARD °w 4 HOLE EDGE>56' THE USE OF ALTERNATE MATERIALS MAY BE 2X8 SYP P.T. 1/4"X6' TAPCON �SY m HOLE DIAMETER LEDGER BOARD TO W/ W MIN. EMBED REAR C-SIMPSON MIU3.56/16 G <2900 LBS, U < 210 LBS W/ (4) 314'" WEDGE-BOLT/J-BOLT, 6'MIN. EMBED (24)166 GALV. COMMON NAILS TO HEADER AND (2)10dxl-l/2" GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO � A SIMPSON H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE mN. ETD MBTANCE CQ4IRALBPAcm BTM. HOLE DIAMETER D - SIMPSON HHUS7.25110 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE -BOLT -BOLT, 6' SUBJECT TO Fl AND F2 FORCES. PLATE <3/5'O DBL. STUD MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST Q, q DOUBLE SYP 20 1 1/4" 1 8" 24" O!C MAX. B DOUBLE SYP 2xl2 (2) 3/4" 8" 24"NO O/C MAX. E - SIMPSON MIU4.75/i6 G c 3455 LBS, U < 210 LBS W! (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 23 FL#17241 A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3W x 10" EXP. BOLT/J-BOLT/TtTEN BOLTS DA 05/24/21 W/ 5-1/7' MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS SCALE: 1/4"=V-0" AND BORING LIMITS �„� ATTACHMENT DETAIL �„�WOOD LEDGER DETAIL (I -JOIST �41ALTERNATE MATERIALS eHEET 8 SCALE: 1 1 T=1'-0' SCALE: 3/4"=l'-U' I V 1 I ` H SCALE: 3/4"=1'-(Y' SCALE: 3/4"=1'-0" ►.J JJJ...... ..CA11