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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE IN ® 24" O/C, SUBMIT SHOP "ROOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING A41) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" 1111100 UPLIFT SIMPSON alp (S) tOtl x 1 �" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR (1) SIMPSON HETA16 HTSM20 W/1010d TO B42) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 2' x 4, TRUSS AND (4)1/4" x 21/4' (12) 16d x 1 }'NAILS TO TRUSS SHEATHING (9)10d x 1 }' NAILS TO 6", 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, W CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON (16) 10d X 3 }" NAILS TO GIRDER AND x 6% 8" CONJUNCTION WITH ACCOMMODATE GIRDER PRE-ENG TRUSS FACES 1441 N. RONALD REA#AN Blyp (2) SIMPSON HETA16 TRUSS AN x 4'-0" MAY BE ADDED HE UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE OF WITH (12)16d x 3 �' NAILS TO GIRDER W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" LONGWOOD, FL 3R7� PH: 407-7748078 ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-7744078 lx2, 2x WOOD FASCIA SEE ARCHITECTURAL ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) j" x 5" TITEN HD TO CMU AND (12) SOS �' x 21" TO GIRDER CONT POURED LINTEL wwwabdesigngroap.corn AA #: 0003326 2x SECURED W/ (SR B41) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS. ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) �' x 5" TITEN HD TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 12' O/C FOR REVIEW SEE ARCHITECTURAL CH2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL 2x SECURED t6d GALV. COMMONN NAILS. (2) �" z 5'TITEN WD 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' O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT =5 LBS (2 3 PLY) 2' COVER & 2" APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4724725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ TYPICAL ROOF 3 MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c GIRDER CONNECTOR(S) " "_' 2a 2b 2c GIRDER CONNECTOR(S) 64r MAX (W/1X4) OR 10'-T MAX (W/2X4) n 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE tx4 DIAGONAL BTM.CHORD e, �—' lu u S VA I BRACING, SEE ffaELEPLAN FOR LOCATION H a MAY NOT BE A _ R ELEVATION SECURE I -JOIST TO TOP PLATE PRE-ENG IJOIST LSTA12 OdX20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 BERMES BIWOBLOCR TOOD 11 7 BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d � EA TRUSSES ESING E T TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING11 W 4500 PSB 3/4" WOOD PANELS 8000 (2) 12"WOOD PANELS 80 (2)12" WOOD PANELS 00 2x LUMBER wl (2)12d TOENAILS / �" GYPSUM BOARD OR 1/2' HIGH 0'-0" TO 30'-0" (1) "X" BRACE .`gym'/ J// STRENGTH CLG. BOARD 30--1" TO 60'-0 (3) "X" BRACE DOUBLE TOP PLATE LVUWOIST WITH Lz (1) "X" BRACE @ CENTER SECURE 2x PT. PLATE O TO BLK W/ 1/2' DIA. BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x4 OR 2x6 WOOD BEARING tx4 BTM. CHORD BRACING RA O/C END WALL CO OTHER STRENGTH EPDXY 6" WALL W/ SYP No 2 STUDS SEE MAX'- OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, MIN. EMBED. AT 3Z' OC O7 PLANS FOR SPACING. SINGLE 10'-0' O/C MAXSECURED W/ (2) tOd DEPICTED SEE PLAN SEE ARCHITECTURAL PROVIDE BLOCKING MAX. BTM. PLATE TO BE PT. COMMON NAILS AT EACH CHORD PROVIDE DBL. TOP PLATE INTERSECTION NP. PRE-ENG GABLE TRUSS SECURE GABLE TO 8" 1/2" GYP. WL. BD. P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX BTM_ CHORD BRACING TRUSS ENG) CONT. 2x4 SECURED W/ Ls SERIES SA SECURE ST. PLATE TO HTT4 W/ 518" A.B. WITH () s SLAB W/10d MASONRY NAIL MIN. 7" EMBEDMENT TO BE INSTALLED 17' O/C STAGGERED. TO SLAB &(18) 16dx 10'-0" O.C. MAX. ADDITIONAL METAL 2-„2'"AIL6 TO POST., PERPENDICULAR TO I -JOIST CONNECTORS NOT POST TO SIT DIRECTLY /REQU IRED WHEN NO ON SLAB (2) 2X12 UPLIFT IS PRESENT. TR S R . O TM, 26' MAX. W/ 2s' MAX. W/ 8-MAX. END SYP. P.T.*LEAR SEE SCHEDULE FOR I WOIST (JOIST SPACING FRONT SEE FRAMING PLAN BOND BEAM RED. '�Yp TYp LEDGER END E LEDGER • ! • 4 w o BOARD (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLTLEDGER BOARD TO J-BOLT OR TITEN BOLTS I -JOIST CONNECTION @ L.B.W. C LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/Z'WASHER&51/2' LEDGER BLOCK WALL W/ GABLE END 4 SCALE: 3/4"=l'-D' (NO UPLIFT) 5 SCALE:34"=1'-0' WITH (JOIST MIN. EMBED. (TYP) 7 PRE-ENG'D TRUSS SCALE. 3l4"=l'-0" PARALLEL TO I -JOIST (2) 2X8 24" MAX W/ 24" MAX. W/ 8" MAX. END SYP. P.T. OF S N (JOIST (JOIST SPACING FRONT. SEE FRAMING PLAN �.p TYP. ELEDGER ND OF .. _ w° LEDGER NOTCH DEPTH 1/4'D d • e BOARD d O i HOLE EDGE >5/8" ,r �= THE USE OF ALTERNATE MATERIALS MAY BE 2X8 SYP P.T. W/3"'TAPCON sS HOLE DIAMETER LEDGER BOARD TO W/ 3" MIN. EMBED REAR SUHDIV. & LOT: ABBOTT PARK LOT #37 BLK #7 PROJECT# 04181.000-37071 MODEL: E401 "2828— ENSLEY' GARAGE SWING: RIGHT PAGE: DETAILS (I— JOIST) 160 MPH EXP. C 1215.0 SGL STUD BE USED PARALLEL TYPICAL LEDGER :x: USED SO LONG AS THEY CONFORM TO THE OUTER 1/3OF TOI-JOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS HOLE EDGE >5/8" 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-0". A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 314" 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-SOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C, EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES B - SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5' MIN, 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND EMBED (14) 10d GALV, COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE V C -SIMPSON MIU3.56/16 G < 2900 LBS, U <210 LBS W/ (4) 3/4- WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/P' GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO - A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE MIN. END DISTANCE CenRALSPACINO BTM. HOLE DIAMETER 0 - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4- WEDGE-BOLT/J-BOLT, 5" SUBJECT TO Fl AND F2 FORCES. PLATE <3/5'D DBL. STUD MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 q DOUBLE SYP 2x8 1 1."8" 24" O/C MAX. B DOUBLE SYP 2x12 1 (2) 3/4" 8' 24" O/C MAX23 E - SIMPSON MIU4.751i6 G < 3455 LBS, U <210 LBS W/ (e) 3/4"` WEDGE-BOLT/J-BOLT, 5' MIN. FL#17241 A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT, PRINT S. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS DATE: 09/21/21 W/5-1/2' 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 OOD LEDGER DETAIL (I -JOIST) ��ALTERNATE MATERIALS SHEET /� 8 SCALE: 1 1 2'=1' 0 SCALE' 3/4"=T-0" I V SCALE: 3/4"=1' 0 SCALE: 3 4"=1'-0" S 3 a 1 L�