Laserfiche WebLink
A{1) SIMPSON HETA78 TRUSS ANCHOR WITH <br />PLYWOOD SHEATHING, SEE <br /># 1100 UPLIFT SIMPSON <br />(9) 10d x 1 } NAILS TO TRUSS <br />Y200FNVALLIFLOOR <br />HTSM20 WM0 10d TO <br />B{2) SIMPSON HETA18 TRUSS ANCHOR WITH <br />SIMPSON <br />SHEATHING <br />TRUSS AND (4)1l4" x 2 1/4" <br />(2) <br />x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" <br />TITEN 2 LIINTO <br />S TO <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />CONT POURED TEL <br />OVER TRUSS (NOT SHOWN) <br />C-(1) 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 4W' MAY BE ADDED <br />HTPOSI INSTALLED ON PRE-ENG TRUSS <br />(2) SIMPSON HETAII6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />OPPOSITE FACES OF <br />WITH (12)16d x 3 j" NAILS TO GIRDER O/C TO FACILITATE ONE <br />BLOCK WALL W11010d TO <br />ADDITIONAL PLY MAX. TO <br />TRUSS AND (4)1/4" x 2 1 /4" <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />CONT POURED LINTEL <br />2x SECURED WI (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W110d TRUSSES @ 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, L:770 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 8 2" APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />la lb lc <br />3 <br />GIRDER CONNECTOR(S)� <br />SCALE: 3I4"=1'-0" <br />12) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE Wl (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 />U-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT Wl2" <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/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2)10d's ® EACH TRUSS <br />TO BE INSTALLED <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />- <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE:34"=1'-0" <br />NOTCH DEPTH 1/4•D <br />10 <br />EDGE <br />HOLER <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />uO <br />USED SO LONG AS THEY CONFORM TO THE <br />OUTERFOLLOWING <br />SPAN <br />HOLE EDGE >5/8"1. <br />METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />N <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 />011 <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 />HOLE DIAMETER <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />< 3/5'D DBL. STUD <br />SUBJECT TO Fi AND F2 FORCES. <br />STUD NOTCHING <br />O AND BORING LIMITS <br />8 SCALE: 1 1 2"=1'-0 <br />ALTERNATE MATERIALS <br />11 <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN B( <br />LONGWOOD,FL32750 <br />PH: 407-77"078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA R: 0003325 <br />0 <br />W. <br />b, <br />O <br />04 <br />Wz� <br />avHDM ac IAT <br />SILVERADO <br />LOT 1 <br />BLK 19 <br />PROJECT# <br />04128.002 01191 <br />MODEZA <br />4EBB <br />"1828—CALI" <br />GARAGE 8WD90: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />D M 03/04/20 <br />74 <br />BCA=: 1/4"=1'-0" <br />B*Ec= <br />S3.1A <br />