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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNJALL/FLOOR " DRAWINGS FOR REVIEW SHEATHING A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON HTSM20 W/10 10tl TO 2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFANALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 Z' x 4", TRUSS AND (4)1/4" x 2114' SHEATHING TITEN 2 ANCHORS TO DEL S d x 1 , NAILS TO TRUSS FASTENER SCHEDULE" GIRDS(9) 10d z 1 R NAILS TO 6, 8" x NAILS, MAY O ADDED CONT POURED LINTEL DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ tOd NAILS, 2 ROWS, 3" OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE 1111900 UPLIFT (2) SIMPSON 1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO NOTE: APT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) tOd x 3 J" NAILS TO GIRDER AND 6", B' x 4'-0' MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD RL327 BLVD. CONNECTOR BLOCK WALL )1/4 10d TO LONGW07-7 4-60 750 WITH (12) 16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 2 1/4" pry; ¢D]_]]¢gp]g ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407 774-4078 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS Aft) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL Www.abdeslgngrouP.Com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) t' x 5"TITEN HD TO CMU AND (12) SDS 2x SECURED W/ (3)16d j' x 2 k TO GIRDER AA #: 0003326 GALV. COMMON NAILS, ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, (2) }" x 5" TITEN HD TO CMU AND (18) SDS j" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 1x2, 2x WOOD FASCIA 3" TO GIRDER 17, O/C FOR REVIEW SEE ARCHITECTURAL 2x SECURED C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 16tl AND APPROVAL GALV. COMMONN NAILS. (2) J" x 5"TITEN HD TO CMU AND (18) SDS �" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/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 LEIS (2 OR 3 PLY) 2" COVER 8 7' 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 UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=V-0' 1a 1b 1c GIRDER CONNECTOR(S) �A` "'_'' 2a 2b 2c TYPICAL ROOF AL 3/4= -0 GIRDER CONNECTOR(S) 12) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE PER LEVATIONW/ 10[b/1/2 HDG COMMON NAILS. [M EACH END TOTAL OF 10 COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'7(" BRACE SEAMS) 30'-1" TO 60'-0 (3)'x" BRACE 6'-0" MAX (W/1X4) (1) "X" BRACE 0 CENTER IF VERTICAL IS NOT R 10'-0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY PRESENT, SCAB FULL leFROM CENTER TO END. HEIGHT VERTICAL FROM 2x WOOD FASCIA, BOT. CHORD TO TOP SEE ARCHITECTURAL CHORD W/ (4) 10d EACH 1x4 DIAGONAL END. (TYP.) P TION LVUI-JOIST WITH BTM. CHORD PRE-ENG GABLE TRUSS EE PRE-ENG WOIST BACKER BLOCK YYY��IIILIL�`'''' PLAN FBRACIOR LOCATION W GYPSUM BOARD OR 1/2" HIGH o U OYY. MAY NOT BE STIFFBACK (AS PER i STRENGTH CLG. BOARD i�l f O. F REQUIRED TRUSS ENG) O CONT. Zx4 SECURED W/ SECURE (JOIST TO TOP PLATE TO BLK SECURE 2X /2" . PLATE TO BE'I S EACH TRUSS TO BE INSTALLED w/ (2) 12d TOENAILS BTM. CHORD OF ANCHOR BOLT W/ 2' 10'-0' O.C. MAX. DOUBLE TOP PLATE WOOD ROOF TRUSSES WASHER SET IN HIGH STRENGTH EPDXY 6" y HTT4 W/ 5/8" A.B. WITH MIN. EMBED. AT 37' OC 2x4 OR N6 WOOD BEARING MIN. T' EMBEDMENT MAX218 WALL W/ SYP No 2 STUDS SEE TO SLAB 8 (18)16d x SECURE GABLE TO S' PLANS FOR SPACING. SINGLE 2-12" NAILS TO POST., P.T. PLATE W/ 12tl'S 8" O.C. MAX S�ffB Slim BI.OIZ THCOl68S 4500 3/4" WOOD PANELS 6000 (2) 71 WOOD PANELS 60 (2) i/2" WOOD PANELS 90 2x LUMBER w 4 RMj Sm �oL � akcTHCI BTM. PLATE TO BE Pi. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL BD. /— HEET S1.1A / NAIL SZE AND PATTERN POST TO SIT DIRECTLY ON SLAB a ° - 1x4 BTM. CHORD BRACING 6'-0' OIC END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 101-9,O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH C�1 HORD INTERSECTION TYP BTM CHORD BRACING SEE SCHEDULE FOR BOND BEAM RED. �� BLOCK WALL W/ GABLE END 4500 3/4" WOOD PANELS 6000 (2) VT WOOD PANELS 80 (2) 12" W000 PANELS 90 2xLUMBER Lu ° • .. • :; • ° scALE:ma"=7'-0" I SCALE: 3/4"=1'-0" PRE-ENG D TRUSS LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=T-D' r-,-'\I-JOIST CONNECTION @ L.B.W. Y SCALE: 3/4"=1'-0" (NO UPLIFT) 24" 24"MAX. .,,-JOIST BEND B" MAX. SPACING END w/I-JOIST TYP TYP P. ACIN " MAX MAX MAX • • SEE FRAMING PLAN iEOGER BD. . "T " THE USE OF ALTERNATE MATERIALS MAY BE ///... NOTCH DEPTH BOLT/.480 T1M 2' LEDGER BOARD 2M SYP P.T.W � LFROM2d 2X12 BOSYPARDTO BOLTALBOLT W'7 USED SO LONG AS THEY CONFORM TO THE HOLE EDGE>5/8" HOLE DIAMETER WASHER S 512' TO BE USED MIN. EMBED.(1VP) WTH (JOIST 1. ENSURE THAT E](P. BE USED WITH (JOIST BOLTSIJ-BOLTS ARE PLACED INTO GROUTED CELLS WALL WAS S 51/2' MIN. EMBED.(TYP) FOLLOWING OLMDM & LOT ABBOTT PARK LOT #32 BLK #11 P3tOJSCT 04181.000-32112 MODUTj 4EHB "2605- HAYDEN" GAPtAGS swnM RIGHT PADS: DETAILS (I -JOIST) < 2/5'D SGL. STUD 6 EXP. AROUND BOLT. FRONT OUTER US OF 2. SPUCE OF FRONT AND REAR LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY LEDGER SHOULD LAP A MIN OF A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS A - SIMPSON IUS1.81116 G < 14DO LBS, U <70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. Z 4'-Dt i HOLE EDGE >5/8" EMBED (14) tOd GALV COMMON NAILS TO HEADER FL#17241 3. ALL BOLTS TO HAVE WASHERS 6+ EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES 4. EXP. BOLTS/JBOLTS SHOULD (2) 2x12 AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND B - SIMPSON IUS2.37/18 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"• WEDGE-BOLT/J-BOLT, 5" MIN. NOT BE ANY CLOSER THAN W SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WINO AND REQUIRE EMBED (14) 10d GALV COMMON NAILS TO HEADER FL#17241 2 O/C. THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO C - SIMPSON MIU3.56116 G <2900 LBS, U <210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. S. ONLY LEDGER IN DIRECT g A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)1Odxt-1/2" GALV. NAILS TO JOIST (2) 2X8 CONTACT (REAR LEDGER) V4TM REgg FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE T u �N FL#17241 CMU REQUIRED TO BE P T LEDGER T A _ FIMPFf1N HHI LCT 9AH0 r <A1A0I RA I I < 1R101 RR W/ IAl 31d"O wcnr.P_Rnl r/.1_Rn1 r s° SYP PT SUBJECT TO Ft AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2" GALV. NAILS TO JOIST FL#17241 FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE EWSPAONG CENIRALS WINO A DOUBLE SYP 26 112' 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 6' MAX. 24" O/C MAX. WOOD LEDGER n �` V)4/19/21 STUD NOTCHING �� ATTACHMENT DETAIL 11 ALTERNATE MATERIALS NICALS: 1/4"=V-0" AND BORING LIMITS 9 SCALE:3M"=1'-0" I -JOIST WOOD LEDGER DETAIL-CALE:3/4"=1'-0' NIMMET 8 SCALE: 1 1/2"=1'-0 1 Q SCALE: 3/4"=T-0" S3.1 ' _!•1 A