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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />0 24' O/C, SUBMIT SHOP <br />"ROOF/WALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A -(I) SIMPSON HETAI6 TRUSS ANCHOR WITH <br /># 11M0 UPLIFT SIMPSON <br />(9)10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />_ (1) SIMPSON HETA16 <br />TO <br />HTSM20ND( 10d"x <br />B-(2) SIMPSON. HETA16 TRUSS ANCHOR WITH ROOFIWALL/FLOOR <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP #2 2" x 4", <br />TRUSS AND (4)1!4" x 2 1!4" <br />SHEATHING <br />d x 1 NAILS TO TRUSS <br />(9) 10dx 1 NAILS TO <br />8", 8" x MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DBL S , <br />GIRDER. PROVIDE 5" <br />GIRDER. R <br />W/ 10d NAILS, 2 ROWS, 3" <br />NAILS, <br />CONT POURED LINTEL <br />LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 19M UPLIFT (2) SIMPSON <br />NOTE: A PT SYP #2 2" x 4", <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6", 8" x 4'-0' MAY BE ADDED <br />_ (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3° <br />UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12)160 x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />CONK <br />BLOCK WALL )1/4" x 2 TO <br />TRUSS AND (4)1/4' x 2 1l4" <br />ADDITIONAL PLY MAX. TOTITEN <br />SIMPSON LGT 5 GIRDER <br />2 <br />CONTINUOUS BOND BEAM <br />ix2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />N HD T <br />x 5"TITEN HD TO CMU AND (12) SDS <br />WITH (12) SDN <br />WITH (4) <br />NTEL <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />O <br />}" z 2 }" TO GIRDER <br />2x SECURED W/ (3) i6d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />W SECURED W/ 10d TRUSSES @ 24" O/C, <br />2x WOOD FASCIA <br />(2) }" x 5" TITEN HD TO CMU AND (18) SDS }'x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />SE <br />3" TO GIRDER <br />12" O/C FOR REVIEW <br />2z SECURED W! (3) i6d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) }" x STITEN HD TO CMU AND (18) SOS }" x 3" <br />1.2 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 />17' O/C <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 />TITEN 2 ANCHORS MIN, <br />B ALLOWABLE UPLIFT = U:2365 LBS, LA430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT= 4725 LBS (2 PLY MIN.) <br />2" COVER & 2" APART <br />C ALLOWABLE UPLIFT = U:27M5 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c <br />TYPICAL ROOF <br />3 <br />T <br />GIRDER CONNECTOR(S) ` 14=1-" <br />2a 2b 2C <br />SCALE: 3/4"=I' <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3)12d @ EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA12 20 GAUGE <br />COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING <br />W/ 10dx1/2 HDG NAILS <br />SEAMS) <br />0'-0-TO 30'-0- (1)'X" BRACE <br />EACH END. TOTAL OF 10 <br />30'-l" TO 60'-0 (3)'X" BRACE SECURE 2x8 PT. PLATE <br />(1)"X' BRACE 0 CENTER TO SLK W! <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLOL W/ T W/ 2" <br />GIRDER <br />6'-0" MAX (W/1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />R 10'-0" MAX /2X4 <br />(W )* <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />MAX. <br />P AT <br />1x4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />BRACING, SEE <br />o. C PLATE WI 12d's 8" <br />STIFFBATRUSENG <br />5/8" GYPSUM BOARD OR 117HIGH <br />PLAN FOR LOCATION <br />) CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />`� U a <br />MAY NOT BE <br />(2)10d's Q EACH TRUSS <br />SECURE TRUSS TO TOP PLATE wl (2) <br />iv 6J. <br />REQUIRED <br />TO BE INSTALLED <br />16d TOENAILS <br />19-0" O.D. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18)16d x <br />SEE SCHEDULE FOR <br />2x4 OR 2z8 WOOD BEARING <br />2-112" NAILS TO POST., <br />BOND BEAM RED. <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO IT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2" GYP. WL. BD. <br />• <br />1z4 BTM. CHORp BRACING 6'-0" 0!C <br />END WALL OR OTHER <br />• • <br />MAX., OR 2x4 BTM, CHORD BRACING <br />END TYPE CONDITION, IF <br />.� r - . o. <br />• 1 <br />10'-0" O!C MAXSECURED WI (2)10d <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />WALL W/ GABLE END <br />INTERsecTloNrYP. <br />&�P=E-ENG'D <br />BTM. CHORD BRACING <br />6 <br />TRUSS SCALE:34"=1'-0" <br />a. <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE:34"=1'-0" <br />• <br />5 <br />% FLOOR TRUSS CONNECTION @ L.B.W. <br />Y <br />SQALE:3/4"=T-0" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH114*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 (F1 AND F2) LOAD CAPACITIES <br />HOLE EDGE >518" <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 H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO FI AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5"D DBL. STUD <br />J STUD NOTCHING <br />NOT USED <br />NOT USED <br />1ALTERNATE MATERIALS <br />11 <br />AND BORING LIMITS <br />LIMITS <br />S <br />9 <br />10 <br />SCALE:34"=1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 A <br />SU13DIV. as LOT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #15 <br />PROJECT* <br />04181.000-02151 <br />MODEL1 <br />4EBB <br />"1828—CALI" <br />GARAGE SlrMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />