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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />@ 24- OJC, SUBMIT SHOP <br />"ROOFNVALLIFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE• <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />PLYWOOD SHEATHING, SEE <br />(9) tOd x 1 }" NAILS TO TRUSS "ROOFIWALLIFLOOR <br />(1) SIMPSON HETA16 <br />HTSM20 W/1010d TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2" x 4", <br />TRUSS AND (4)1/4" x 2 1/4" <br />SHEATHING <br />16d x 1 NAILS TO TRUSS <br />x 1 NAILS TO <br />6", 8" x MAY ADDED <br />TITEN 2 ANCHORS <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DB , <br />GIRDER. PROVIDE 5 <br />GIRDER, <br />E R <br />WI 10d NAILS, 2 ROWS, 3^ <br />NAILS, O <br />CONT POURED LINTEL <br />LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: A PT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />CONJUNCTION <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />(16) 10d x 3 }' NAILS TO GIRDER AND 6', 8" x 4'-0" MAY BE ADDED <br />WITH <br />ACCOMMODATE GIRDER <br />PRE-ENG TRUSS <br />(2) SIMPSON HETA18 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />CONNECTOR <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 tOd TO <br />WITH (12)16d x 3 'NAILS TO GIRDER O!C TO FACILITATE ONE <br />TRUSS AND (4)1/4' x 21/4' <br />ADDITIONAL PLY MAX. TO <br />A-(1) SIMPSON LGT3SD52.5 GIRDER TIEDOWN <br />L <br />CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />WITH (4) }" x 5" TITEN HD TO CMU AND (12) SOS <br />CONT POUREDLINTEL <br />SEE ARCHITECTURAL <br />}" x 2 " TO GIRDER <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />ix2 SECURED W! 10d TRUSSES @ 24' O/C, <br />ix2, 2x WOOD FASCIA <br />(2) }" z 5"TITEN HD TO CMU AND (18) SDS }^ x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12' OIC FOR REVIEW <br />2x SECURED W/ (3)18d <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) ," x 5"TITEN HD TO CMU AND (18) SIDS }" x 3" <br />112 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12• O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1- 1430 LBS (2 OR 3 PLY) <br />8 ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />2" COVER & 2" APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c °"=1 <br />APICAL ROOF <br />3 <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />SCALE:3/4=,'-0 <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3)12d @ FJ1. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA1220 GAUGE <br />COVER 5 TRUSSES) 4'-0- O.C. (AT SHEATHING <br />W/ 10dxl/2 HDG NAILS <br />SEAMS) <br />0'-0" TO 30'-0" (1) -X' BRACE <br />@ EACH END. TOTAL OF 10 <br />30'-1" TO 60'-0 (3) W BRACE SECURE PT. PLATE <br />PER E ATI <br />(1) "X" BRACE @ CENTER TO BLK W/ l 1/2' DIA. <br />FLOOR <br />(2) Ir BRACE DIVIDED EQUALLY ANCHOR BOLT W/G <br />GIRDER <br />6'-0" MAX (WI1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />OR 10'-0- MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32' OC <br />MAX <br />PER ELEVATION <br />ix4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE,NG FLOOR TRUSS <br />BTM. CHORD <br />PO.TT. MAX W/ 12d's 8" <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />BRACING, SEE <br />STIFFBACK (AS PER <br />TRUSS ENG) <br />STRENGTH CLG. BOARD <br />PLAN FOR LOCATI ON <br />CONT. 2x4 SECURED W/ <br />SECURE TRUSS TO TOP PLATE wl (2) <br />o � U YaY <br />ill a I- <br />MAY NOT BE <br />REQUIRED <br />(2)10d's @EACH TRUSS <br />TO BE INSTALLED @ <br />16d TOENAILS <br />- 10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8' A.B. WITH <br />BTM. CHORD OF <br />MIN. 7' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) l6d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-1l2" NAILS TO POST., <br />BONG BEAM RED. <br />WALL WJ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE OBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2" GYP. WL. BO. <br />lx4 BTM. CHORD BRACING G-0" 0/C <br />END WALL OR OTHER <br />° °' <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />. <br />. • a <br />10-0" O/C MAXSECURED W1(2)10d <br />oDMRSECTIMON <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />7 <br />INTERSECTION TVP. <br />NSATEACHCHQR BTM. <br />6 <br />CHORD BRACING <br />� SCALE: 3/4'=1'-0" <br />PRE-ENG D TRUSS <br />,. <br />r� GIRDER/WOOD POST CONNECTIONS <br />SCALE:3/4"=1'-0" <br />c <br />- <br />J <br />SCALE: 3l4'=1'-0' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />BCALE: 3/4"=V-0" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I14'D <br />HOLE EDGE >518" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />< 2l5'0 SGL. STUD <br />OUTER 113 OF <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN ONLY <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES <br />HOLE EDGE >518' <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON HI GA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />01 <br />SUBJECT TO F1 AND F2 FORCES. <br />BTM. OLE DIAMETER <br />PLATE < 3/5'0 DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 — _ <br />AND BORING LIMITS <br />D <br />BCALE:34"=,'-0" <br />1 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abtlnigngroup.com <br />AA #: 0003325 <br />it <br />>r <br />F <br />C <br />F <br />� <br />6 <br />0 <br />s <br />aUDDIV. ae LOT, <br />ABBOTT PARK <br />LOT #3 <br />BLK #11 <br />PROJECT# <br />04181.000-03111 <br />MoDELa <br />4EBB <br />1828- CALL" <br />GARAGE 8111IiMG: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />DAM 01/19/21 <br />BcALJB: 1/4"=1'-0" <br />81 EET <br />S3.1A <br />