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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />C 24. Q1C, SUBMIT SHOP <br />"ROOF/WALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />AND APPROVAL <br />FASTENER SCHEDULE' <br /># 1100 UPLIFT SIMPSON <br />(9) 10d X 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />(1) SIMPSON HETA16 <br />HTSM20 0d TO <br />{2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR <br />TRUSS ANCHOR WITH <br />NOTE: 4' PT SYP #27' x <br />TRUSS AND <br />AND 14) x 2 1/4" <br />SHEATHING <br />(12)16d x 1 }" NAILS TO TRUSS <br />z 1 NAILS TO <br />6, 8" x MAY E <br />ADDED <br />H RS <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE' <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDS R <br />GIRDER. PROVIDE 5" <br />NAILS, O <br />W/ 10d NAILS, 2 ROWS, 3" <br />LINTEL <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />OIC TO FACILITATE ONE <br /># 1900 UPLIFT (2) SIMPSON <br />41) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: A PT SYP #2 7' x f% <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />(16) 10d x 3 J" NAILS TO GIRDER AND 6, 8" x 4'-0" MAY BE ADDED <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' <br />CONNECTOR <br />BLOCK WALL Wl1010d TO <br />WITH (12)16d X 3 " NAILS TO GIRDER OIC TO FACILITATE ONE <br />TRUSS AND (4)114" x 2 1W <br />ADDITIONAL PLY MAX. TO <br />A{7) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />bQ, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4) J" x 5" TITEN HD TO CMU AND (12) SDS <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />}' x 2 }" TO GIRDER <br />2x SECURED W/ (3)1Sd <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES 0? 24" OIC, <br />lx2, 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 />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 />{2I �" x 5'TITEN HD TO CMU AND (18) SDS }" x 3" <br />lx2 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, W EACH WAY OF BOLTS <br />SEE SCHEDULE <br />ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITENA <br />' ZCO 2 ANCHORS MIN. <br />' COVER 8 7' APART <br />B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = U:2705 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 />SCALE 3M"=1'-0 <br />GIRDER CONNECTOR(S) SCALE:4` °" <br />2a 2b 2cSCALE:34- <br />° <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'-U- TO 30'-0" (1) "X" BRACE SEAMS) <br />8'-W MAX (W/1X4) <br />30'-1" TO 60'-0 (3)'7(" BRACE SECURE 2x PT. PLATE <br />�R 10'-0" MAX( <br />(1) "X" BRACE a CENTER TO BLK W/ 1/7DIA. <br />"X"BRACE <br />(2) DIVIDED EQUALLY ANCHOR BOLT W/ 7' <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />1x4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 3T OC <br />BTM. CHORD <br />BRACING, SEE <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PLAN FOR LOCATION <br />P.T. PLATE W/ 12d's 8" <br />MAY NOT BE <br />STIFFBACK (AS PER O.C. MAX <br />REQUIRED <br />TRUSS ENG) CONT, 2(4 SECURED W! <br />®EACH TRUSS <br />BTM. CHORD OF <br />TO BE INSTALLED <br />IT WOOD ROOF TRUSSES <br />10'-0"O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />lx4 BTM. CHORD BRACING 6'-0" O/C <br />END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)10d <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. <br />CHORD BRACING <br />6 <br />- <br />BLOCK WALL W/ GABLE END <br />SCALE:3/4"=1'-0' <br />PRE-ENG'D TRUSS SCALE:34"=,'-0 <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1/4•D <br />OLE EDGE >5l8" <br />USED SO LONG AS THEY CONFORM TO THE <br />OLE DIAMETER <br />FOLLOWING <br />2/5•D SGL. STUD <br />OUTER <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 />4PLATEE <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 />SUBJECT TO Fl AND F2 FORCES. <br />HOLE DIAMETER <br />< 216-D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />SCALE: 3/4"=1'-0' <br />.1 N. RONALD REAGAN 8L <br />LONGWOOD,FL32750 <br />PH: 407-774.607E <br />FAX: 407-7744078 <br />wwwAbdesigngroup.eom <br />AA #: 0003325 <br />dl <br />SSY <br />b <br />a <br />OVER i6 1,M <br />ABBOTT PARK <br />LOT #30 <br />BLK. #12 <br />P1RO' <br />0418 .00 -30121 <br />MODEU <br />3EAB <br />"1504-ALLEX" <br />OA1tAGZ 811IsM90: <br />RIGHT <br />PALM: <br />DETAILS <br />160 MPH EXP. C <br />ND a <br />AR N <br />DP T' 04/07/21 <br />OCAM' 1/4"=1'-0" <br />tsl�r <br />S3.1A <br />