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{l) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 �' NAILS TO TRUSS <br />{2) 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 />:-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 *'NAILS TO GIRDER AND <br />(2) SIMPSON HETAI6 TRUSS ANCHORS <br />WITH (12) 16d x 3 �' NAILS TO GIRDER <br />lx2, 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 />17, O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFAVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP#27'x 4", <br />6", 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" OIC, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U,2705 LBS (2 PLY) <br />TYPICAL TRUSS/ <br />1a 1b 1c GIRDER CONNECTOR(S) <br />SCALE: 3/4"=1'-0 <br />OUTER 113 ( <br />SPAN ONLY <br />BTM. - <br />PLATE <br />DEPTH 1/4•D <br />—HOLE EDGE >5/6' <br />—HOLE DIAMETER <br /><2/5'D SGL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />EDGE >5/6' <br />HOLE DIAMETER <br />< 3/5•D DBL. STUD <br />ENGINEERED WOOD TRU <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <br />(9)10d x 1 }'NAILS TO <br />GIRDER. PROVIDE S' <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />lx2, 2x WOOD FASCIA '' 1/ " <br />SEE ARCHITECTURAL qR. <br />2x SECURED W/ (3)16tl <br />GALV. COMMON NAILS. <br />1X2 SECURED W/ 10d MASONRY BOND <br />GALV COMMON NAILS BEAM <br />17, O/C SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APTSYP#27'x4", <br />6", 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 GIRDER <br />TIEDOWN REQUIREMENTS. <br />.A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />WITH (4)1}' x 5" TITEN HD TO CMU AND (12) SDS <br />}" x 2 }'TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }'x 5" TITEN HD TO CMU AND (18) BOB *'x <br />3" TO GIRDER <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) }'x 5"TITEN HO TO CMU AND (18) SOS *'x 3" <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, 6' EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />TYPICAL ROOF <br />2a 2b 2c GIRDER CONNECTORS) BD L 3,4"=,'-0" <br />6'-0 MAX (WHX4I <br />OR 10'-0" MAX (.1,) <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 21/4' <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/1010d TO <br />TRUSS AND (4) 1/4" x 21/4" <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 />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3l4"=1'-0" <br />lx4 DIAGONAL <br />BTM. CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />IX4 BTM. CHORD BRACING 6-0" O/C SEND WALL OR OTHER <br />MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF <br />101-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />6 SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3) 12d 0 EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30.4' (1) "X" BRACE <br />30'-1" TO 60'-0 (3)'W' BRACE <br />(1) W- BRACE 0 CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS <br />STIFFBACK (ASPER—_-, <br />TRUSSENG) <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BLK W/ 1/2' DIA. <br />ANCHOR BOLT W/ 7' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' <br />MIN. EMBED. AT 32" OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8' <br />O.C. MAX <br />CONT. 2x4 SECURED W/ <br />(2)10d's @ EACH TRUSS <br />TO BE INSTALLED <br />10'-0' O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />` PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" <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 />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 FI AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/4"=l'-0" <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngoup.com <br />AA #: 0003325 <br />m <br />o <br />W�U <br />BVHDM & LOT: <br />ABBOTT PARK <br />LOT# 341 <br />7 <br />PROJECT <br />04181.006 34071 <br />MODEL4 <br />3EAB <br />"1504—ALLEX" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH <br />