Laserfiche WebLink
Aql) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 )1" NAILS TO TRUSS <br />8-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x 1 }" NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETAt6 TRUSS ANCHORS <br />WITH (12)16d x 3 �' NAILS TO GIRDER <br />lx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED WI (3)16d <br />GALV. COMMON NAILS. <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12" O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON <br />"ROOF/WALL/FLOOR HTSM20 W/1010d TO <br />SHEATHING TRUSS AND (4)1/4" x 2 1/4" <br />FASTENER SCHEDULE" TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />8" X " MAY BE ADDED # 1900 UPLIFT (2) SIMPSON <br />NOTE: 4' PT SYP #2 2" x ED HTSM20 INSTALLED ON <br />W/ 10d NAILS. <br />PRE•ENG TRUSS <br />WI ILS, 2 ROWS, 3" OPPOSITE FACES OF <br />O/C TO FACILITATE ONE <br />BLOCK WALL W/1010d TO <br />ADDITIONAL PLY MAX. TO TRUSS AND " x 2 1/4" <br />ACCOMMODATE TRUSS TITEN 2 ANCHORS TO � CONTINUOUS BOND BEAM <br />ANCHOR REQUIREMENTS, CONT POURED LINTEL <br />ENGINEERED WOOD <br />TRUSSES 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) <br />`_' <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d 0 EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1)'X" BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3) "X" BRACE <br />SECURE 2X8 PT. PLATE <br />(1) "X" BRACE @ CENTER <br />TO BLK W/ 12" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2" <br />FROM CENTER TO END, <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32" OC <br />MAX. <br />2E-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2X4 SECURED W/ <br />(2)10d's @ EACH TRUSS <br />TO BE INSTALLED @ <br />_ <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4"=V-0" <br />DEPTH 114'D <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br />< 215•D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />AND BORING LIMITS <br />8 SCALE: 1 <br />EDGE -5/8" <br />HOLE DIAMETER <br />� 3/5•0 DBL. STUD <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <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 />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO FI AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 314"=V-0" <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"=1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-7741078 <br />www.abdosigngroup.com <br />AA A: 0003325 J <br />• <br />lip <br />all <br />y <br />C <br />a <br />$1 <br />11 <br />11i <br />, t <br />i, <br />L <br />i <br />. j <br />sUDDIV. ae LOT: <br />SILVERADO <br />LOT 20 <br />BLK 18 <br />PROJECT# <br />04128.002 20181 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />OARAOE awDTC: <br />LEFT <br />PACE: <br />DETAILS <br />150 MPH EXP. B <br />DAM 03/05/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3.1A <br />