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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP <br />"ROOFIWALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x i }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />(1) SIMPSON HETA16 <br /># 1100 UPLIFT SIMPSON <br />9-(2) SIMPSON HETAi6 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2" x 4", <br />HTSM20 W/10 10d TO <br />SHEATHING <br />x 1 NAILS TO TRUSS FASTENER SCHEDULE" <br />z 1 }" NAILS TO <br />MAY ADDED <br />6", 8" x 4'-0NAILS, <br />TRUSS AND x 2 1/4" <br />DB STRAP, <br />DBL STRAP, i EACH SIDE WRAPS UP AND <br />, <br />GIRDER. PROVIDE 5" <br />GI DE <br />O <br />W/ tOd NAILS, 2 ROWS, 3" <br />H RS <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 NOTE: A PT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br />(16) 10d x 3 k NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br /># 1900 UPLIFT (2) SIMPSON <br />HTSMSI INSTALLED ON <br />PRE-ENG TRUSS <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />CONNECTOR <br />OPPOSITE FACES OF <br />WITH (12) i6d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />BLOCK WALL W/10 10d TO <br />ADDITIONAL PLY MAX. TO <br />1 x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />A-(1) SIMPSON LGT3SD52.5 GIRDER TIEDOWN <br />WITH (4) �" x 5" TITEN HD TO CMU AND (12) SOS <br />TRUSS AND (4)114" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />}" x 2 �" TO GIRDER <br />CONT POURED LINTEL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />6-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />ix2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />ix2, 2x WCOD FASCIA <br />(2) }'x 5" TITEN HD TO CMU AND (18) SOS }'x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />GIRDER <br />12" O/C FOR REVIEW <br />2x SECURED WI (3) I. <br />C 2) <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) SOS }" x 3" <br />1x2 SECURED W/ 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />ENSURE THAT CELLS ARE GROUTED <br />MASONRY BOND BEAM <br />12" OIC <br />SEE SCHEDULE SOLID, 8- EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = 1.1:1810 LBS, L:770 LEIS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LEIS (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 & 2" APART <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS! <br />1a 1b 1c S 4"' <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />z <br />SCALE: 3/4"=V-0" <br />GIRDER CONNECTOR(§) <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) 4'4" O.C. (AT SHEATHING <br />0'-0" TO 30'-0" (1) "X" BRACE SEAMS) <br />30-1"TO 60'-0 (3)1C BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE® CENTER TO BLK W/ 1/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR SOLT 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 (ASPER 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 RED. <br />BLOCK WALL W/ GABLE END <br />NOT USED <br />PRE-ENGD TRUSS SCALE:3/4"=1'-0" <br />6 <br />NOT <br />USED <br />5 <br />NOT USED <br />4 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4•D <br />GE>5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />METER <br />FOLLOWING <br />GL. 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 (F1 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 />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 F1 AND F2 FORCES. <br />BTM.HOLE DIAMETER <br />PLATE< 3/5'D DBL. STUD <br />STUD NOTCHING <br />NOT <br />USED <br />NOT USED <br />ALTERNATE MATERIALS <br />AND BORING LIMITS <br />8 SCALE: 1 111=1'-0" <br />9 <br />10 <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BI <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />V <br />Q� <br />ScrSDIV Z w <br />SILVERADO <br />LOT #48 <br />BLK #18 <br />PROJECT* <br />04128.002-48181 <br />MODMU <br />4EAB <br />"1672-ARIA" <br />GARAGE 191`1I1ING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />mm <br />DARTID 07/27/20 <br />SCALE: 1/4"=f-0" <br />SHEET <br />S3.1A <br />