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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />® 24" O/C, SUBMIT SHOP "ROOFNVALLIFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />AND APPROVAL <br />FASTENER SCHEDULE' <br /># 1100 UPLIFT SIMPSON <br />PLYWOOD SHEATHING, SEE <br />(9)1IM x 1 O" NAILS TO TRUSS "ROOF/WALL/FLOOR <br />HTSM20 W/10 10dTO <br />•(2) SIMPSON HETAt6 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH <br />TRUSS ANC OR WITH <br />NOTE: APT SYP #2 2" x 4, <br />"x <br />TRUSS AND (4)1/4" x 2 1/4" <br />SHEATHING <br />(12)16d x 1 �' NAILS TO TRUSS <br />(9)10d x 1 �' NAILS TO <br />6", 8" x 4'-0" MAY BE ADDED <br />TITEN 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DSL STRAP, 1 EACH SIDE WRAPS UP AND <br />GIRDER, PROVIDES' <br />W/ 10d NAILS, 2 ROWS, 3' <br />CONT POURED LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br /># 1900 UPLIFT (2) SIMPSON <br />-(l) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: A PT SYP #2 7' x 4", <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". S" x V-0" MAY BE ADDED <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />(2) SIMPSON HETA16 TRUSS ANCHORS Wl 10d NAILS, 2 ROWS, W <br />CONNECTOR <br />BLOCK WALL W/10 10d TO <br />WITH (12)15d x 3 }^ NAILS TO GIRDER O/C TO FACILITATE ONE <br />TRUSS AND (4)114" x 21/4" <br />ADDITIONAL PLY MAX. TO <br />A{i) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SIDS <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />J" x 2 J' TO GIRDER <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES @ 24" O/C, <br />1x2, 2x WOOD FASCIA <br />(2) J' x 5" TITEN HD TO CMU AND (10) SDS }" x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />1T O/C FOR REVIEW <br />2x SECURED W/ (3)18tl <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 />lx2 SECURED Wl 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 />TITEN 2 ANCHORS MIN, <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />7' 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 L.BS(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 />GIRDER CONNECTOR(S) ` <br />2a 2b 2c <br />B 4 a <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 214 BLOCKING BETWEEN <br />BRACE W/ (3)12d a EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING <br />01-W TO 30'-0" (1)'X' BRACE SEAMS) <br />30'-l" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE <br />e'o• MAx (MN1Xa) <br />(1 )'7(" BRACE CENTER TO BLK W/ 1/7 DIA. <br />OR Tao" MAX (W/2X4) <br />(2)'7C' BRACE DIVIDED EQUALLY ANCHOR BOLT WI T <br />FROM CENTER TO END. WASHER SET IN HIGH <br />® <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />IX4 DIAGONAL <br />SEE ARCHITECTURAL MIN. EMBED. AT 37OC <br />BTM.CHORD <br />MAX. <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 />� <br />MAY NOT BE <br />O.C. MAX STIFFBACK (AS PER <br />H h <br />REQUIRED <br />TRUSS ENG) CONT. 2x4 SECURED Wl <br />(2) 10d's a EACH TRUSS <br />BTM. CHORD OF <br />TO BE INSTALLED Q <br />WOOD ROOF TRUSSES <br />10'-0" O.C. MAX. <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />lx4 BTM. CHORD BRACING U-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 />�+ p �L �+ <br />CHORD BRACING <br />6 <br />— <br />BLOCK WALL W/ GABLE END <br />SCALE:3/4"=l'-0' <br />7 <br />PRE-ENG'D TRUSS SCALE: 3/4"=1'-0' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1/4'D <br />y� HOLE EDGE>5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br /><215•0 SGL. 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 (Fl AND F2) LOAD CAPACITIES <br />HOLE EDGE >5/6' <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 />SUBJECT TO Fl AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D DBL, STUD <br />ALTERNATE MATERIALS <br />STUB NOTCHING <br />11 <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=1'-0" <br />SCALE: 3/4'=1'•0" <br />1441 N. RONALD REAGAN SL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />sVSDM ae L.OT: <br />ABBOTT PARK <br />LOT# 14 <br />BLK. 11 <br />PROJECT <br />04 81.00t-14111 <br />MODEU <br />3EAB <br />"1504— ALLEX" <br />GARAGE SiRNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />