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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />® 24" O/C, SUBMIT SHOP "ROOFMALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d x t }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOFANALL/FLOOR <br />(1) SIMPSON HETA16 <br /># 1100 UPLIFT <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH <br />NOTE: A PT SVP #2 2" x 4", <br />1Od TSIMPSON <br />HTSM20 W/10 10d TO <br />SHEATHING <br />x 1 NAILS TO TRUSS <br />16dSTRAP, <br />10d z 1 }'NAILS TO <br />6", 8" x MAY ADDED <br />TRUSS AND x 2 1l4" <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DB , <br />GIRDER. PROVIDE 5" <br />GI <br />NAILS, <br />W/ 10tl NAILS, 2 ROWS, 3" <br />O <br />HORS" <br />TITEN 2 ANCHORS TO <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />CONT POURED LINTEL <br />C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br />NOTE: APTSYP#27'x4", <br />(16) tOd x 3 a' NAILS TO GIRDER AND <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br /># 1900 UPLIFT (2) SIMPSON <br />(2) SIMPSON HETA16 TRUSS ANCHORS 6", 8" x 4'-0" MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />WITH (12)18d x 3 k" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />OPPOSITE FACES OF <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />BLOCK WALL W/10 10d TO <br />TRUSS AND (4) 1/4" x 21/4" <br />2x WOOD FASCIA <br />ANCHOR REQUIREMENTS. <br />WITH (4) g'' x 5" TITEN HD TO CMU AND (12) SDS <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />SEE ARCHITECTURAL <br />SE <br />}''x 2}''TO GIRDER <br />CONT POURED LINTEL <br />2x SECURED W/(3)t6d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />bQ SECURED W/ 10d TRUSSES 0 24" O/C, <br />1x2, 2z WOOD FASCIA <br />(2) � x 5" TITEN HD TO CMU AND (18) SOS a' x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12' 0/C FOR REVIEW <br />2x SECURED W! (3)16tl <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) 7' x 67ITEN 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 />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (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 = U85 LBS (2 PLY MIN.) <br />T COVER & 7' APART <br />TYPICAL TRUSS/ <br />REPAIR OF MULTIPLE <br />11 01S& scA 3/d=rF <br />TYPICAL ROOF <br />MISPLACED <br />EMBEDDED TRUSS ANCHOR <br />GIRDER CONNECTOR(S) <br />�� �„ <br />�a `� "' <br />Q�aUE: 3/4"=T-O" <br />3 <br />GIRQER CONNECTOR(S) <br />SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 720 Q EA. TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING <br />SEAMS) <br />01-0" TO 30'4" (1) "X" BRACE <br />30--1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE <br />(1) "X" BRACE ® CENTER TO BLK W/ 1/7' DIA. <br />aa• MAx IWfix4) <br />(2)' X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />oR lm MAx Iwrzx4) <br />FROM CENTER TO END, WASHER SET IN HIGH <br />2. WOOD FASCIA STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED, AT 32" OC <br />-21 <br />lx4 DIAGONAL <br />MAk <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />yy <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER O.C. MAX <br />MAY NOT BE <br />TRUSS ENG) CONT, 2x4 SECURED W/ <br />H <br />REQUIRED <br />(2) tOd's C EACH TRUSS <br />TO BE INSTALLED <br />BTM. CHORD OF <br />10"W O,C. MAX, <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />lx4 BTM. CHORD BRACING 6-U' O/C <br />END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />I0'-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 />%7� BLOCK WALL W/ GABLE END <br />SCALE 34 <br />sDALE 34'=,-0" <br />PRE-ENG'D TRUSS <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 1/4'D <br />HOLE EDGE >518" <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 >516' <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, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE <315'11 OBL. STUD <br />STUD NOTCHING <br />11 ALTERNATE MATERIALS <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=1'-0" <br />SCALE: 3/4"=V-0" <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />0 <br />000 <br />b <br />9 <br />F; <br />aC <br />h <br />00.4 <br />11p <br />VHDIV & LOTABBOTT PARK <br />LOT #17 <br />BLK #12 <br />PHASE 4C <br />ROJECT* <br />04181.04C-17121 <br />MODasl <br />4EAB <br />"1672—ARIA" <br />GARAGE 8WMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />