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A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />PLYWOOD SHEATHING, SEE <br /># 1100 UPLIFT SIMPSON <br />9 10d x 1 NAILS TO TRUSS <br />() "ROOFNVALLIFLOOR <br />HTSM20 TO <br />B42) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING <br />TRUSS AND (4) i/, <br />AND x 21/4" <br />(12) 16d x 1 J' NAILS TO TRUSS FASTENER SCHEDULE" <br />TITEN2ANCHORS 70 <br />H RS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: APT SVP ill 7' x 4", <br /># 19M UPLIFT (2) SIMPSON <br />16 10d z 3 NAILS TO GIRDER AND <br />( ) 6', 8" x 4'-0" MAY BE ADDED <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, a. <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />BLOCK WALL W/1010d TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND x 2 1/4" <br />ACCOMMODATE TRUSS <br />TITENCOOT 2 ANCHORS TO CONTINUOUS BOND BEAM <br />HORS" <br />1x2, 2x WOOD FASCIA <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />llQ SECURED W/ l0d TRUSSES 0 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12" O/C FOR REVIEW <br />AND APPROVAL <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) <br />TITEN 2 ANCHORS MIN. <br />8 ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) <br />7' COVER 8 2' APART <br />C ALLOWABLE UPLIFT=U2705 LBS (2 PLY) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c SCALE3/4"=1'A' <br />3 <br />GIRDER CONNECTORS) <br />SCALE:34" 1'-0 <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 0 EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />94- TO 39-0" (1)'7C BRACE SEAMS) <br />301-1" TO 6a-0 (3)'7C" BRACE SECURE 2z8 PT. PLATE <br />(1) 'X" BRACE 0 CENTER TO BILK W/ 1l2' DIA <br />(2) W' BRACE DIVIDED EQUALLY ANCHOR SOLT W/ 2" <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12TS 6' <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2)10dS 01 EACH TRUSS <br />TO BE INSTALLED <br />la-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />` <br />PRE-ENG'D TRUSS SCALE:84"=1'-0 <br />NOTCH DEPTH 1/1D <br />HOLE EDGE >5/6' <br />HOLE DIAMETER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br /><215•D SGL STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER <br />FOLLOWING <br />SPAN ONLYNLY <br />OLE EDGE >5I8" <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />_ <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 />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, Ft, AND F2 <br />BTM. HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE < 3/5•D DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=1'-0' <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=V4- <br />i441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />wwwzbdesigngroup.com <br />L AA A. 0003325 <br />a <br />L <br />J <br />M <br />00 <br />SVHDIV. & I.OT: <br />SILVERADO <br />LOT 6 <br />BLK 19 <br />PROJMT# <br />04128.002 06191 <br />MODZ ,: <br />4EBB <br />"1828—CALI" <br />GAPLAGE SIWMG: <br />RIGHT <br />PA►OE: <br />DETAILS <br />150 MPH EXP. B <br />