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A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)1 Od x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOFIWALL/FLOOR <br />B{2)SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING <br />(12)16d x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" <br />DBE STRAP, 1 EACH HOE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", <br />(16) 1 Od x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />SE 2x WOOD FASCIA ANCHOR REQUIREMENTS. <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />tx2 SECURED W! 10d TRUSSES @ 21 O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12' OIC FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT a U:1810 LEIS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2366 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />9A 1B 1C TYPICAL TRUSS/ 4= <br />GIRDER CONNECTORS) <br /># 1100 UPLIFT 1 Od T ON <br />HTSM20 WN010d TO <br />TRUSS AND (4)1/4" x 2 1W' <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />ONSIMPSON <br />A 1900 UPLIFT (2) INSTALLED <br />HTOPPOSITE FACES O ON PRE-ENG TRUSS <br />BLOKWFACES OF <br />BLOCK WALL) 1/4"110 x 2 TO <br />TRUSS AND H RS x 2 1l4" <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />CONT POURED LINTEL <br />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 3/4"=l'-0" <br />(2) 2X4 No.2 SYP OIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1)'0(" BRACE SEAMS) <br />30'-1"TO 60'-0 (3)'W BRACE SECURE 2x6 PT. PLATE <br />(1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" <br />6'-0" MAX (W/1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />9R 10'-O" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 8" <br />4 <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />ix4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />BTM. CHORD <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />MAY NOT BE <br />>> <br />N <br />(2) tOd's @ EACH TRUSS <br />F. a h- REQUIRED <br />N I TO BE INSTALLED @ <br />10'-0" O.C. MAX. <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />1x4 BTM. CHORD BRACING 6-U' O/C END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />E/d DEPICTED SEE PLAN <br />COMMON NAAT AC EACH <br />\ <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. <br />1 <br />1 <br />BTM. CHORD BRACING <br />6 <br />PRE-ENGD TRUSS SCALE: 314"=1'-0" <br />SCALE: 3l4"=1'-0" <br />--NOTCH DEPTH 114"0 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />HOLE EDGE>5/e" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />< 2/5•D SGL. STUD <br />OUTER 1/3 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 >5/8" <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 H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />`11 <br />SUBJECT TO FI AND F2 FORCES. <br />BTM. OLE DIAMETER <br />PLATE < 3/5"0 DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />0 AND BORING LIMITSBORING LIMITS <br />G1 SCALE: 1 1/2"=1'-0" <br />scALE:3""`''-0" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-774,8078 <br />FAX: 407-7744078 <br />wwwabdosigngroup.com <br />L AA B: 0003325 <br />� <br />C <br />Z <br />BVSDM ds LOT. <br />ABBOTT PARK <br />LOT ##2 <br />BLK ##10 <br />PIROJECTp <br />04181.000-02104 <br />>tcODZZA <br />3EKB <br />"1405— KEYSTONE" <br />GARAGE 8WING: <br />LEFT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />