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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 }" NAILS TO TRUSS <br />842) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x 1 �' NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C_(j) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }'NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 }'NAILS TO GIRDER <br />tx2, 2x WOOD FASCIA - <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />lx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12' O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNJALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2' x 4", <br />8", 8" x 4'-0' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES 0 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />_ _ TYPICAL TRUSS/ <br />"' lu 1y GIRDER CONNECTOR(S) SCALE: <br />OUTER 113 ( <br />SPAN ONLY <br />NOTCH DEPTH 1/4•D <br />O y <br />HOLE EDGE >5/8" <br />/--HOLE DIAMETER <br />/ 2/5•D SGL. STUD <br />BTM.- <br />PLATE <br />AND BORING LIMITS <br />v <br />SCALE: 1 1Y2"=1'-0" <br />ENGINEERED WOOD TRUSSE <br />PLYWOOD SHEATHING, SEE <br />® 24" O/C, SUBMIT SHOP <br />"ROOFNVALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE' <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2' x 4", <br />(9) 10d x 1 }" NAILS TO <br />S', 8" x 4'-0" MAY BE ADDED <br />GIRDER. PROVIDE 5" <br />W/ 10d NAILS, 2 ROWS, 3" <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />CONNECTOR <br />LA (l) SIMPSON LGT3-SDS2S GIRDER TIEDOWN <br />WITH (4) t' x 5" TITEN HD TO CMU AND (12) SOS <br />J' x 2 �' TO GIRDER <br />B41) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5" TITEN HD TO CMU AND (18) SOS }' x <br />tx2, 2x WOOD FASCIA <br />3" GIRDER <br />SEE ARCHITECTURAL <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2) <br />2x SECURED Wl (3) 16d <br />(2) x 5"TITEN HD TO CMU AND (18) SIDS }" x 3" <br />GALV. COMMON NAILS. <br />lx2 SECURED WI 10d <br />MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />BEAM ENSURE THAT CELLS ARE GROUTED <br />12, O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4T25 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />TYPICAL ROOF <br />2a 2b 2c <br />6GALE.34-1-0 <br />GIRDER CONNECTOR(S) <br /># 1100 UPLIFT SIMPSON <br />HTSM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/10 10d TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 314"=1' 0' <br />(2) 2X4 No.2 SYP DIAG. <br />214 BLOCKING BETWEEN <br />BRACE W/ (3)12d EA. <br />TRUSSES WHERE <br />TRUSS(DIAG. BRACE TO <br />X-BRACING I$ PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0' O.C. (AT SHEATHING <br />TO 30'-0" (1) "X" BRACE <br />SEAMS) <br />30-1" TO 69-0 (3) "X" BRACE <br />SECURE 2x PT. PLATE <br />8'-0" MAX (W/1X4) <br />(1) "X" BRACE ®CENTER <br />"X" <br />TO BILK W/ 12" OIA <br />R 10'-0" MAX (W/2X4 <br />(2) BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2' <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY S' <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32'OC <br />lx4 DIAGONAL <br />MAX. <br />BTM. CHORD <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER <br />O.C. MAX <br />MAY NOT E <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />REQUIRED <br />(2) tOd's ®EACH TRUSS <br />TO BE INSTALLED a <br />BTM. CHORD OF <br />10'-0" O.C. MAX. <br />WOOD ROOF TRUSSES <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <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 />101-0" O/C MAXSECURED W/ (2) 10d <br />DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. <br />CHORD BRACING <br />BLOCK WALL W/ GABLE <br />END <br />6 <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'1Y' <br />PRE-ENG'D TRUSS <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS <br />A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS <br />EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES <br />LE EDGE >5/6' 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 Fl AND F2 FORCES. <br />HOLE DIAMETER <br />< 3/5•D DBL. STUD <br />ALTERNATE MATERIALS <br />SCALE: 3/4"=l'-0" <br />i <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />W <br />NilY4 <br />a <br />ABBOTT PARK <br />LOT #26 <br />BLK. #11 <br />PROJECT* <br />04181.000-26112 <br />MODZU <br />4EAB <br />"1672—ARIA" <br />CARACE STI MC: <br />RIGHT <br />PACE: <br />DETAILS <br />160 jft EXP. C <br />`. 4/19/21 <br />SCALM 1/4"=1'-0" <br />8*12mT <br />s3.1A <br />