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A41) SIMPSON HETA16 TRUSS ANCHOR WITH— <br />(9) 10dx 1 }NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br /># 1100 UPLIFT SIMPSON <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOFIWALLIFLOOR <br />HTSM20 W/1010d TO <br />TRUSS AND (4)1l4" x 21l4" <br />(12)16d x 1 k' NAILS TO TRUSS SHEATHING <br />FASTENER SCHEDULE" <br />TREN 2 ANCHORS TO <br />OBL STRAP, 1 EACH SIDE WRAPS UP AND <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2' x 4", <br /># 1900 UPLIFT (2) SIMPSON <br />(16) 10d X 3 }'NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />HTSM20 INSTALLED ON PRE-ENG TRUSS <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ NAILS, 2 ROWS, 3" <br />OPPOSITE FACES OF <br />WITH 12 16d x 3 NAILS TO GIRDER T <br />( ) � O/C TO FACILITATE ONE <br />BLOCK WAIL W/1010d TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4) 1/4" x 21W <br />1x2,TREN <br />2x WOOD FASCIA ACCOMMODATE TRUSS <br />2 ANCHORS TO CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />SE <br />CONT POURED LINTEL <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />112 SECURED W110tl TRUSSES 24" O/C, <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />12' OA; 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 />B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) <br />2' COVER S 2' APART <br />C ALLOWABLE UPLIFT =U2705 LBS (2 PLY) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS <br />SANCHOR <br />a i v i v 3/d'=1'-0" <br />SCALE: <br />3 <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. Z0 BLOCKING BETWEEN <br />BRACE W/(3)12d GA 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) W BRACE SEAMS) <br />30'-1" TO W-0 (3) "X" BRACE SECURE 2 8 PT. PLATE <br />(1) "X" BRACE 0 CENTER TO BLK W/ 10 DIA <br />(2) X: BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2. 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/ 12d's S' <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 214 SECURED W/ <br />(2)10CFS 0 EACH TRUSS <br />TO BE INSTALLED <br />1(Y-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />` <br />PRE-ENG'D TRUSS <br />NOTCH DEPTH 1/41D <br />HOLE EDGE >5!8' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />HOLE DIAMETER <br /><215*0 SGL STUD <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTER 113 <br />FOLLOWING <br />SPAN ONLYNLY <br />OLE EDGE >5/8" <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, F1, AND F2 <br />BTM. HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />PLATE <315'D DBL. STUD <br />SUBJECT TO F1 AND F2 FORCES. <br />STUD NOTCHING <br />i1 AND BORING LIMITS <br />8 SCALE: , 1?'=1'-0'• <br />ALTERNATE MATERIALS <br />1 <br />SCALE: 3/4-'=1'-TY <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-774-4078 <br />wwwAbdoWgngroup.corn <br />AA #: 0003325 <br />Y <br />goy <br />C <br />i. <br />L <br />J <br />111 <br />aUHDIV. 89 LOOT: <br />SILVERADO <br />LOT 24 <br />BLK 18 <br />PROJECT# <br />04128.002 24181 <br />HODELe <br />4EBB <br />"1828-CALL" <br />GARAGE 8111iMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DwM., 04/06/20 <br />scALE: 1/4"=V-0" <br />a*== <br />S3.1A <br />