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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />mmooll <br />0 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d. 1 J" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />(1) SIMPSON HETA16 <br /># 1100 UPLIFT SIMPSON <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH <br />NOTE: APT SYP #2 7' z 4", <br />HTSM20 W/10 10tl TO <br />SHEATHING <br />x 1 NAILS TO TRUSS <br />10d z 1 NAILS TO <br />S', 8" x ADDED <br />TRUSS AND z 2 1/4" <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DS STRAP, , <br />GIRDER. PROVIDE 5" <br />GI R <br />NAILS, <br />S, 2 O <br />W/ 10tl NAILS, 2 ROWS, 3" <br />TITEN 2 ANCHORS TO <br />H RS <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />010 TO FACILITATE ONE <br />CONT POURED LINTEL <br />C-(,) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />NOTE: APT SYP #27'x 4", <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />(16)10dx 3}'NAILS TO GIRDER AND 6',8"x 4'-0"MAY BE ADDED <br />#1900 UPLIFT 2 SIMPSON <br />( ) <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />UPLIFT <br />TIEDOWN REQUIREMENTS. <br />INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12) 16tl x 3 k" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />CONNECTOR <br />OPPOSITE <br />OPPOSITE FACES OF <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />BLOCK WALL W/tO,Od TO <br />114 <br />CHORS <br />lx2, 2x WOOD FASCIA <br />ANCHOR REQUIREMENTS. <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />TT EN 2 ANUSS <br />TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />�' x 2 J" TO GIRDER <br />CONT POURED LINTEL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />lx2, 2x WOOD FASCIA <br />(2) k' 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 />17' O/C FOR REVIEW <br />2(SECURED W/ (3)16d <br />C12) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) 4" x 5"TITEN HD TO CMU AND (18) BOB }" 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 />17' O/C <br />SEE SCHEDULE SOLID, S' EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LEIS (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 />7' COVER 8 7' APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />1a 1b 1c <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />.GALE 3/4"=,'-o" <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />SOAL _''" <br />3 <br />GIRDER CONNECTOR(S) <br />SCALE: 3/4"=1'-0' <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 />0140" TO 30'-0" (1) "X" BRACE SEAMS) <br />30'-1" TO 60'-0 (3)'7C BRACE SECURE 2x PT. PLATE <br />(1) "X" BRACE @ CENTER TO BLK WI 1n" DIA <br />s-0" MAX IWlxal <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />OR taa'MAX IWj4) * <br />FROM CENTER TO END. WASHER SET IN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />SEE ARCHITECTURAL MIN. EMBED. AT 32"OC <br />tx4 DIAGONAL <br />MAX. <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER O.C. MAX <br />MAY NOT BE <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />sr y <br />REQUIRED <br />(2) 10d'. ®EACH TRUSS <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 REQ. <br />lx4 BTM. CHORD BRACING 6-0" O/C <br />ENO WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING <br />ENO 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. CHORD BRACING <br />� BLOCK WALL W/ GABLE END <br />6 SCALE:34"=1'-0" <br />(-P-R-E-ENG'D TRUSS SCALE: 3/4"=1'-0' <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 114-D <br />GE>5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />METER <br />FOLLOWING <br />L STUD <br />OUTER 1/3OF <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 />q <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 />ol <br />SUBJECT TO Fl AND F2 FORCES. <br />BTM.HOLE DIAMETER <br />PLATE<3/1D DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />�1 AND BORING LIMITS <br />0 scALe 1 1n"=r-a' <br />SCALE:3/4"=l'-9' <br />d N. RONALD REAGAN 8L <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F' <br />qp <br />Y <br />M <br />m <br />LN <br />ABBOTT PARK <br />LOT#4 BLK#14 <br />PHASE 4C <br />PROJECTt <br />04181.04C-04141 <br />MODEU <br />4EAB <br />"1672—ARIA" <br />GARAGE 9TfWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />mm <br />D TZ 10/28/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s3.1A <br />