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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />@ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />A-(1) SIMPSON HETAt6 TRUSS ANCHOR WITH <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />(9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOFNJALL/FLOOR <br />(1) SIMPSON HETA16 <br /># 1100 UPLIFT SIMPSON <br />8-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />SHEATHING <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2" x 4", <br />HTSM20 W/1010d TO <br />(12) 16d x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" <br />(9) 10d x 1 }" NAILS TO <br />6", 8" x 4'-0" MAY BE ADDED <br />TRUSS AND (4)1/4" x 2 1/4" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDER. PROVIDE 5" <br />W/ 10d NAILS, 2 ROWS, W <br />TITEN 2 ANCHORS TO <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 <br />NOTE: A PT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />CONJUNCTION <br />ADDITIONAL PLY MAX. TO <br />(16) 10d x 3 }" NAILS TO GIRDER AND fi", 8" x 4'-0" MAY BE ADDED <br />x <br />WITH <br />ACCOMMODATE GIRDER <br /># 1900 UPLIFT 2 SIMPSON <br />( ) <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/8" <br />NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />HPPOSI INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12) 16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />OPPOSITE FACES OF <br />ADDITIONAL PLY MAX. TO <br />BLOCK WALL WI1010d TO <br />tx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH 5" TITEN HO TO CMU AND SIDS <br />TRUSS AND (4)1/4" x 2 14' <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />14)1" x (12) <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 />ix2 SECURED W/ 1Gd TRUSSES @ 24" O/C, <br />lx2, 2x WOOD FASCIA <br />(2) }" x 5" TITEN HO TO CMU AND (18) SOS }" 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) 16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS 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/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12" O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = UA810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />TITEN 2 ANCHORS MIN. <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2" COVER 8 2" APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />b � <br />1a 11SCALE/ "_,'_ <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />SCALE: 314'=1'-0'' <br />GIRDER CONNECTOR(S) <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'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />W-1"TO 60'-0 (3) W BRACE SECURE 2x8 Pi. PLATE <br />(i) "X" BRACE @ CENTER TO BLK W/ 1/2" OIA. <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)10d's @ EACH TRUSS <br />TO BE INSTALLED @ <br />1 D'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />BLOCK WALL W/ GABLE END <br />' <br />NOT USED <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" <br />6 <br />NOT <br />USED <br />5 <br />NOT USED <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />4 <br />NOTCH DEPTH 114*0 <br />HOLE EDGE>5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br />< 2/5'D SGL. STUD <br />OUTER 1/3 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 IF AND F2) LOAD CAPACITIES <br />HOLE EDGE >5/8" <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, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND AREA ix - <br />SUBJECT TOFIAND F2FORCES. t �J <br />BTM. HOLE DIAMETER <br />PLATE < 315.0 DBL. STUD <br />STUD NOTCHING <br />ALTERNATE MATERIALS <br />11 <br />AND BORING LIMITS <br />(D`ion� <br />S-N�� <br />SCALE:3/4",,,-0" <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL3276O <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003326 <br />w <br />a <br />J <br />i4n <br />> tMDLY. & LAT: <br />SILVERADO <br />LOT #40 <br />BLK #18 <br />PROJECT* <br />04128.002-40181 <br />HODEU <br />4EAB <br />"1672-ARIA" <br />GARAGE 19WING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />MMMIN <br />DATE: <br />07/30/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />