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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />24" O/C, SUBMIT SHOP "ROOFANALLIFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA76 TRUSS ANCHOR WITH <br />(9)10d x 1 J" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br /># 1100 UPLIFT SIMPSON <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFMALL/FLOOR <br />SHEATHING <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP #2 2" x <br />HTSM20 W TO <br />18d x 1 NAILS TO TRUSS FASTENER SCHEDULE" <br />x 1 NAILS TO <br />(9) 10dGIRDER. <br />MAY ADDED <br />E <br />8", 8" x 4'-0NAILS, <br />TRUSS AND (4)1/ x 2 1/4" <br />DBL STRAP, /EACH SIDE WRAPS UP AND <br />DB , <br />GIRDER. PROVIDE 5" <br />R <br />WI 10d NAILS, 2 ROWS, 3" <br />O <br />HORS' <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />CONJUNCTION <br />ADDITIONAL PLY MAX. TO <br />(18) tOd x 3 }'NAILS TO GIRDER AND 8", 8" x 4'-0" MAY BE ADDED <br />WITH <br />ACCOMMODATE GIRDER <br /># 1900 UPLIFT (2) SIMPSON <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' <br />HEAVY UPLIFT <br />CONNECTOR <br />TIEDOWN REQUIREMENTS. <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12) 18d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE <br />OPPOSITE FACES OF <br />ADDITIONAL PLY MAX. TO <br />BLOCK WALL W/1010d TO <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) x 5" TITEN HD TO CMU AND (12) SOS <br />TRUSS AND (4)1/4' 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 />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />tx2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />1x2, 2x WOOD FASCIA <br />(2) }" x 5" TITEN HD 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 />MASONRY BOND BEAM <br />GALV. COMMON NAILS <br />,2" O/C <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (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 />1a 1b 1c 5_' <br />TYPICAL ROOFafi <br />MISPLACED <br />EMBEDDEDTRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />3 <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 />30'-1- TO 60'-0 (3)'X" BRACE SECURE 2x8 PT. PLATE <br />(1) "X" BRACE 0 CENTER TO BLK W/ 112" DIA. <br />DIVIDED ANCHOR BOLT W/ 2" <br />6'-0" MAX /1X4 <br />M/ ) <br />FROM CENTER O ENDCE <br />. WASHER SET IN HIGH <br />,2R 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />BTM. CHORD <br />P.T. PLATE W/ 12d's 8" <br />BRACING, SEE <br />STIFFBACK (AS PER O.C. MAX <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 20 SECURED W/ <br />U 0- <br />MAY NOT BE <br />(2)10d's @ EACH TRUSS <br />REQUIRED <br />TO BE INSTALLED 0 <br />10-0" O.C. MAX. <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />1x4 BTM. CHORD BRACING 6'-0" OIC <br />END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />SECUREDHORD <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH <br />�1 BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. BTM. CHORD BRACING <br />` PRE-ENGD TRUSS SCALE: 3/4"=1'-0" <br />NOT USED <br />scALE:3/4"=r-0" <br />5 <br />NOT USED <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />4 <br />NOTCH DEPTH 1/4'D <br />"USED <br />SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />DOUTER <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />SPAN <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 />w <br />THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO <br />A SIMPSON H10AOR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F,, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />HOLE DIAMETER <br />< 3/5•0 OBL. STUD <br />STUD NOTCHING <br />NOT USED <br />NOT USED <br />�,�ALTERNATE MATERIALS <br />AND BORING LIMITS <br />8 SCALE: 1 1-=1' 0 <br />9 <br />10 <br />SCALE: 314"=V-0" <br />—i <br />1441 N. RONALD REAGAN BI <br />L0NGW00D,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdoslgngroup.com <br />L AA #: 0003325 <br />J <br />OO <br />aysDm as LOT: <br />14 <br />ABBOTT PARK <br />LOT #13 <br />BLK #7 <br />P1tOJZCT# <br />04181.000-13071 <br />MODZU <br />4EAB <br />"1672—ARIA" <br />GARAGE awtMa: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />