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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFNJALL/FLOOR DRAWINGS FOR REVIEW SHEATHING L A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON 0 (9) 10d x 1 }'NAILS TO TRUSS (1) SIMPSON HETA16 HTSM20 W/1010d TO 042) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNVALUFLOOR TRUSS ANCHOR WITH TRUSS AND (4)1/4" x 2 114' NOTE: APT SYP A27'x4", SHEATHING TITEN 2 ANCHORS TO (12) 16d x 1 }' NAILS 70 TRUSS FASTENER SCHEDULE" (9) 100 x 1 }" NAILS 70 S', S' z 4'-0" MAY BE ADDED CON7 POURED LINTEL DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE S' W/ 10d NAILS, 2 ROWS, 3" OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO HTSMZO INSTALLED ON PRE-ENG TRUSS NOTE: A PT SYP #2 7' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER (16) 100 x 3 #' NAILS 70 GIRDER AND S', 8" x 4'-0" MAY BE ADDED (21 SIMPSON HETA16 TRUSS ANCHORS W/ 100 NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. F;ONALD F'EAGAN BLVD. CONNECTOR BLOCK WALL W/10 10d TO LONGWOOD, FL 32750 WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4) 1/4" x 2 114" PH: 407-774.6078 ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX 407 7744078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS A-0) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL WWW •bdm( R rou SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J' x S' TITEN HD TO CMU AND (12) SIDS 6 8 P �m 2x SECURED W/ (3)16d x 2 }" TO GIRDER AA #' 0003326 GALV. COMMON NAILS. ENGINEERED WOOD 8{t) SIMPSON FGTR GIRDER TIEDOWN WITH ix2 SECURED W/ 10d TRUSSES ® 24" OIC, 1x2 2x WOOD FASCIA (2) }•' x 5" TITEN HD TO CMU AND (18) SIDS i" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 1T O/C FOR REVIEW 2x SECURED W/ (3) 16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }' x 57ITEN HD 70 CMU AND (18) SOS �' x 3' IQ 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, 6' 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 LBS (2 OR 3 PLY) T COVER S 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 UPLIFT2705 LEIS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 3 6DALE 34"=,-0 .a �b "' GIRDER CONNECTOR(S) SOALE 3 ="° 2a 2b 2c TYPICAL ROOF SCALE GIRDER CONNECTOR(S) sa MAx (W IX4) *, OR Ida MAX lwou) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE ix4 DIAGONAL BTM. CHORD BRACING,SEE L VA7K)N �Xy PLAN FOR LOCATION PER A l S F MAY NOT BE F RFnt IIRFf1 Vc+ C PER NATION ri IRF 1_ 1-- T P PI ATF LSTA12 20 GAUGE W/ 10dx12 HOG COMMON NAILS. EACH END TOTAL OF 10 sm eAclmtam Tt 1 11 BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAG BRACE No (3) 12d EA 2x4 BLOCKING BETWEEN ® TRUSSES WHERE TRUSS (DIAG BRACE TO X$RACING ISPRESENT ATCOVER 5 TRUSSES) 4'-0' O.C. AT SHEATHINGPRE-ENG-JOIST • ( 11wra L 4500 3/4' WOOD PANELS �� (2) 12" WOOD PANELS 80 (2) lfr WOOD PANELS 90 2x LUMBER wl (2) 12d TOENAILS 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD 0'-0"TO 30'-0"(7)'X"BRACE 3D-l" TO 60•-0 (3) "X" BRACE SECURE 2x PT. PLATE 0 DOUBLE TOP PLATE LVL/IJOIST WITH (1)'X" BRACE CENTER TO BLK W/ BOLT W/ BACKER BLOCK FROM BRACE DIVIDED EQUALLY ANCHOR BOLT W/IG I Q 2x4 OR 2X6 WOOD BEARING FROM CENTER TO END. WASHER SET IN HIGH R 1x4 BTM. CHORD BRACING 6-(1" O/C END WALL OR OTHER WALL W/ SYP No 2 STUDS SEE MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA, STRENGTH EPDXY 6" PMAX LANS FOR SPACING. SINGLE 10'-0" O/C MAXSECURED WI (2) 10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN, EMBED. AT 37' OC BTM. PLATE TO BE PT. PROVIDE BLOCKING COMMON NAILS AT EACH CHORD PROVIDE DBL 70P PLATE 1/7' GYP. WL. BD. IN TVP. P T. PLATE W/ 2d's 8" 8 PRE-ENG GABLE TRUSSSECURE GABLE T STIFFBACK (AS PER O.C. MAX �l p I BTM. CHORD BRACING TRO66ENG) CONT 2x4SECURED W/ B� B HcamX HTT4 W/ S/8" A.B. WITH 0 SCALE. 3l4"=1'-0" 71#CIOFfB SECURE B7. PLATE TO (2)10d's Q EACH TRUSS 4500 3/4• WOOD PANELS SLAB W/10d MASONRY NAIL MIN, 7" EMBEDMENT TO BE INSTALLED 17' O/C STAGGERED. TO SLAB 8 (18) 16d x 10'-0" O.C. MAX. 8000 (2) 12" WOOD PANELS ADDITIONAL METAL 2-12" NAILS TO POST., 80 (2) lrr WOOD PANELS CONNECTORS NOT POST TO SIT DIRECTLY PERPENDICULAR TO I -JOIST 90 2x LUMBER REQUIRED WHEN NO ON SLAB — _ s(YP P T2� " Ururl IS rlxtstrvl. zb•MAX.W zr MAx.W _^ ste suntuu�t run OF SH A HIN 1,pler 1.roIST SPA NG FRONT /-;- BOND BEAM RED. 4• SEE FRAMING PLAN TYP TYP LEDGER 4 • - YEND OF � z 1A., LEDGER y � •• •f a•.4 •f �.. ••g • • • BOARD f m; (2)2X12 SYP P.T. (2) 314" EXP. BOLT LEDGER BOARD TO JOLT OR TITEN BOLTS REAR ,> I -JOIST CONNECTION @ L.B.W. C LVLMOOD POST CONNECTIONS BE USED PERPENDICULAR W/7'WASHER85W' LEDGER CK WALL W/ GABLE END (NO UPLIFT) SCALE: 3/4"=V-9' WITH IJOIST MIN. EMBED (TYP) &%R0_E-ENG'D TRUSSSCALE 3/4"=1'-9 PARALLEL TO I -JOIST (2) 2X8 6 MAX. END SVP. P.T. O SHAH zr.Jp W 2r TW SPAGNG FRONT ;/fit SEE FRAMING PLAN .n,P .n,P LEDGER y END OF i LEDGER NOTCH DEPTH 1/4•D o w r4 f • • BOARD d y HOLE EDGE>5/e" 2X8 SYP P.T. THE USE OF ALTERNATE MATERIALS MAY BE 1/4'7(S' 7APCON f!` b 8 LEDGER BOARD TO W/ 3•• MIN. EMBED REAR aUnDiv. at LOT: ABBOTT PARK LOT #17 BLK #13 PHASE #4B PROJECT 04181.04E-17131 MODM : 4EHB "2605-HAYDEN" GARAGE BWMWG: RIGHT PAGE DETAILS (I -JOIST) 160 MPH EV. C HOLE DIAMETER BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE 2/5•D SGL. STUD TO I -JOIST T: OUTER 1/3 SPAN ONNLYLY FOLLOWING 1. ENSURE THAT EXP. BOLTS/J$OLTS/TITENS ARE PLACED INTO GROUTED CELLS, S' ALL AROUND BOLT. HOLE EDGE >51S' 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 44T 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A- SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4•• WEDGE-BOLT/J$OLT, 5" MIN. 3. ALL BOLTS TO HAVE WASHERS. A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTS7TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J$OL7, 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 �O EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 ROOF TRUSSES ARE SUBJECT 70 LATERAL LOADS DUE TO WIND AND REQUIRE C - SIMPSON MIU3.56/16 G <2900 LBS, U < 210 LBS W/ (4) 3/4" WEDGE$OLT/J-BOLT, S' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-12•' GALV NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO ' A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE IBOLTSIZE 11104. Flo DISTARMI CENTRALBPACAiO BTM. HOLE DIAMETER D - SIMPSON HHUS7.25110 G < 4140 USE. U < 1610 LBS W/ (8) 3/4'tl WEDGE$OLT/J-BOLT, S' SUBJECT TO F1 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 A DOUBLE SYP 2x6 1 1/4" 1 8" 24" O/C MAX. B DOUBLNO E SYP 2x12 (2) 3/4" 8" 24" O/C MAX.' E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS W/ (8) 3f4"° WEDGE$OLT/J-BOLT, 5' MIN. 7 FL#17241 A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" ■ 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-BOLT/(ITEN BOLTS DA7M 02/08/22 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) ��ALTERNATE MATERIALS ear C) SCALE' 1 17T=1'-0" SCALE. 3/4"=1'-0' I I SCALE: 3/4"=T47' S3. 1 L