Laserfiche WebLink
ENGINEERED WOOD TRUSSE <br />PLYWOOD SHEATHING, SEE <br />0 24" O/C, SUBMIT SHOP <br />"ROOFWALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />' <br />(1) SIMPSON HETA18 <br /># 1100 UPLIFT ON <br />B-(2) SIMPSON HETA18 TRUSS ANCHOR WITH ROOF/WALLIFLOOR <br />SHEATHING <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP #2 2" x 4", <br />HTSM20 Wl1010tl TO <br />I Od T <br />d z 1 NAILS TO TRUSS FASTENER SCHEDULE" <br />x 1 }" NAILS TO <br />6", 8" x MAY BE ADDED <br />TRUSS AND x 2 1 /4" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DBL S , <br />GIRDER. <br />GIRDER. PROVIDE 5" <br />WI 10d NAILS, 2 ROWS, 3" <br />NAILS, <br />TITEN 2 ANCHORS TO <br />H RS <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />ADDITIONAL PLY MAX. TO <br />GIRDER <br />(16) 10d z 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />ACCOMMODATE <br /># 1900 UPLIFT (2) SIMPSON <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />CONNECTOR <br />TIEDOWN REQUIREMENTS. <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />PRE-ENG TRUSS <br />WITH (12) 16d z 3 }" NAILS TO GIRDER OIC TO FACILITATE ONE <br />BLOCK WALL WI1010d TO <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)1/4" z 2 114" <br />1x2, 2z WOOD FASCIA ANCHOR REQUIREMENTS. <br />WITH (4)}" x 5" TITEN HO TO CMU AND (12) SDS <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />}" x 2 }" TO GIRDER <br />CONT POURED LINTEL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1 z2 SECURED WI 1 Od TRUSSES @ 24" OIC, <br />1 x2, 2x WOOD FASCIA <br />(2) }" z 5"TITEN HD TO CMU AND (18) SDS }" x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12" O/C FOR REVIEW <br />2x SECURED W/ (3)18d <br />C-(2) SIMPSON FGTR GIRDER TIEOOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) }" x 5"TITEN HD TO CMU AND (18) SDS }" x 3" <br />1x2 SECURED W/ 1Od MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12" O/C SEE SCHEDULE <br />SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 <br />LEIS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />8 ALLOWABLE UPLIFT = 4725 <br />LEIS (2 PLY MIN.) <br />TITEN 2 ANCHORS MIN, <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 <br />LBS (2 PLY MIN.) <br />2" COVER 8 2" APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />1a 1" I`' §' <br />TYPICAL ROOF <br />MISPLACED3EMBEDDED <br />TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2a 2b 2c B L <br />3 <br />.rfi <br />GIRDER CONNECTOR(S)SCALE: <br />(2) 2X4 No.2 SYP DIAG. 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 />0'4" TO W-0" (1) "X" BRACE SEAMS) <br />30'-1"TO 60'-0 (3)'7C BRACE SECURE 2x8 PT. PLATE <br />(1)'0(" BRACE 0 CENTER TO BLK W/ 1/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT 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/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />(2) 106. @ EACH TRUSS <br />TO BE INSTALLED <br />1('-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />OT USED <br />PRE—ENG'D TRUSS SCALE:3/4"=1'-0" <br />6 <br />NOT USED <br />5 <br />NOT USED <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />4 <br />NOTCH DEPTH 114"0 <br />USED SO LONG AS THEY CONFORM TO THE <br />METER <br />FOLLOWING <br />L. STUD <br />OUTER 113 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 (Fi AND F2) LOAD CAPACITIES <br />HOLE EDGE 15/8" <br />AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND <br />ROOF TRUSSES ARESUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE <br />q <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 />01 <br />SUBJECT TO FI AND F2 FORCES. <br />BTM.HOLE DIAMETER <br />PLATE< 3/5"D DBL. STUD <br />STIED NOTCHING <br />NuBORING LIMITS LIMITS <br />9 NOT USED <br />10 NOT USED <br />%ALTERNATE MATERIALS <br />" SCALE: 3/4"=V-0" <br />S <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.alxlealgngroup.com <br />L AA #: 0003325 <br />AN <br />8J <br />J <br />6 <br />O <br />p <br />BUDDiv e. LOT: <br />SILVERADO <br />LOT #12 <br />BLK #19 <br />1pft0jmcT# <br />04128.002-12191 <br />MODEL. <br />4EAB <br />"1672—ARIA" <br />GARAGE 8111fixa: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />