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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />Q 24" O/C, SUBMIT SHOP <br />"ROOFNVALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />PLYWOOD SHEATHING, SEE <br />(8) tOd x 1 }" NAIL3 TO TRUSS <br />(1) SIMPSON HETA16 <br />HTSM20 W/10 10d TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ' ROOFNVALLIFLOOR <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #27' x 4", <br />TRUSS AND (4)1/4" x 21/4" <br />SHEATHING <br />16d x 1 NAILS TO TRUSS <br />(9) 10d(12) x 1 NAILS TO <br />8" x MAY BE ADDED <br />TITEN 2 ANCHORS <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />GIRDER. PROVIDE 5" <br />GIRDER, R <br />W <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-0) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: A PT SYP #2 7' 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'.U' MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS Wf 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12) 16d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL TO <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />A{t) SIMPSON LGT35DS2.5 GIRDER TIEDOWN <br />) ll V x 2 <br />TRUSS AND HORS" TO x 2 1/4" <br />CONTINUOUS BOND BEAM <br />lx2, 2x WOOD FASCIA <br />ANCHOR REQUIREMENTS. <br />WITH (4) � x 5" TITEN HD TO CMU AND (12) SDS <br />INTEL <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL <br />J' x 2 �' TO GIRDER <br />2c SECURED W/ (3) t6d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />lx2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />lx2, 2x WOOD FASCIA <br />(2) J' x V' TITEN HD TO CMU AND (18) SDS }" x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3' TO GIRDER <br />17, O/C FOR REVIEW <br />21 SECURED W/ (3) 16d <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) �' x 5'TfTEN HD TO CMU AND (18) SDS �" x 3" <br />tx2 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 />1T 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, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />7' COVER & 7' APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8685 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />PICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SS(��GLIR`DERONNECTORS) <br />ROOF <br />SCALE 3!4"=1'-0' <br />2a �2b�2cTYPICAL <br />SCAL 34'=1'-0 <br />SCALE: 3/4"=1'-W <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2(4 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/ 10ctr1f2 HDG NAILS <br />SEAMS) <br />0'4' TO W-U' (1) -W BRACE <br />@ EACH END. TOTAL OF 10 <br />30'-T' TO 60'-0(3) "X" BRACE SECURE 2x8 PT. PLATE <br />PER LEVATI N <br />(1)'X' BRACE ® CENTER TO BLK W/ VT <br />FLOOR <br />(2)'7(" BRACE DIVIDED EQUALLY W/ <br />ANCHOR BOLT W/ IG <br />GIRDER <br />8'•0" MAX (W/1 X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />OR 10'4' MAX (W/2X4) <br />2x WOOD FASCIA STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 37' OC <br />MAX. <br />PER ELEVATION <br />lx4 DIAGONAL <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />PLACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER O.C. MAX <br />GYPSUM BOARD OR 1/7' HIGH <br />PLAN FOR LOCATION <br />TRUSS CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />N <br />� U <br />MAY NOT BE <br />12) tOd's 0 EACH TRUSS <br />SECURE TRUSS TO TOP PLATE w! (2) <br />t"1 <br />REQUIRED <br />TO BE INSTALLED 0 <br />16d TOENAILS <br />10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 518" AS. WITH <br />BTM. CHORD OF <br />MIN. T' EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) 16d x <br />SEE SCHEDULE FOR <br />2x4 OR 2x8 WOOD BEARING <br />2-12' NAILS TO POST., <br />BOND BEAM REQ. <br />WALL W! SYP No 2 STUDS SEE <br />POST TO ITDIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />a. <br />i/7' GYP. WL. BD. <br />° <br />lx4 BTM. CHORD BRACING 6-9' O!C <br />END WALL OR OTHER <br />° <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />° • • •a <br />10'-0"O/C MAXSECUREDW/(2)10d <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />NTELsecrloNTVP. <br />(D-PRE-ENG'D <br />BTM. CHORD BRACING <br />TRUSS SCALEy'-'� <br />POST CONNECTIONS <br />c <br />6 SCALE:34"=1'-0 <br />_GIRDER/WOOD <br />a <br />SCALE: 3/4"=1'-0" <br />• e <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />Y <br />6DALE:34"="°" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH114•D <br />HOLE EDGE >56' <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br /><215'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 -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, Ft, 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 c 3/5°D DBL STUD <br />STUD NOTCHING <br />NOT USED <br />NOT USED <br />ALTERNATE MATERIALS <br />11 <br />AND BORING LIMITS <br />12-1-0 <br />SCALE: 314"=T-T <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX 401-7744078 <br />www.abdesigngroup.com <br />L AAIF.0003325 <br />R <br />y <br />V <br />� <br />2 <br />� <br />� <br />o <br />0a� <br />SvnDiv. de I.02 <br />ABBOTT <br />PARK <br />LOT #10 <br />BLK #8 <br />PROJECT <br />04181.000-10081 <br />MODEL• <br />4EBB <br />"1828—CALI" <br />GARAGE SIM MG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />