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PLYWOOD SHEATHING SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 1Od x 1 z' NAILS TO TRUSS <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 z' NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHCWIJ) <br />C-(i) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 aNAILS 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 />1x2 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: APT SYP #22'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 @ 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, 0430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />1a 1b 1c TYPICAL TRUSS/ BCALE34"=,' <br />GIRDER CONNECTOR(S) <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORSNOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />a .' <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />ENGINEERED WOOD TRL <br />@ 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. PROVIDES" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />1 x2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/(3)16d <br />GALV. COMMON NAILS, <br />1x2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />17' O/C <br />MHaUNKY iSVIVU <br />BEAM <br />SEE SCHEDULE <br />NOTE: APTSYP#22'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) a' x 5" TITEN HD TO CMU AND (12) SDS <br />J' x 2 k' TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) J" x 5" TITEN HD TO CMU AND (18) SDS a' x <br />3" TO GIRDER <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />(2) �' x 57ITEN HD TO CMU AND (18) SDS t' x W <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, 8" EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LEE (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LEE (2 PLY MIN.) <br />2a 2b 2c TYPICAL ROOF <br />GIRDER CONNECTOR(S) B°A`� <br />20 GAUGE <br />:1/2 HOG NAILS <br />i END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />518" A.B. WITH <br />MBEDMENT <br />TO SLAB 8 (18) led x <br />2x4 OR 2x6 WOOD BEARING 2-1/2' NAILS TO POST. <br />WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING a• <br />12" GYP, WL. BD, <br />4. 4 <br />PRE-ENG FLOOR TRUSS <br />518" GYPSUM BOARD OR i/7' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />t/�FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE: 3/4"=1'-0" (NO UPLIFT) <br />DEPTH 1/4•0 <br />--HOLE EDGE>5/8" <br />— - OLE DIAMETER <br />< 2/5•D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />$ SCALE: 1 1/7'=1'-0' <br />EDGE>5/8" <br />HOLE DIAMETER <br />< 3/5'13 DBL. STUD <br />GIRDER/WOOD POST CONNECTIONS <br />5 <br />6-0" MAX "11X41 <br />OR iP-0" MAX (WlIX4) <br /># 1100 UPLIFT SIMPSON - <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 2 i/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/10101 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 S 7APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0' <br />ix4 DIAGONAL <br />BTM.CHORD <br />BRACING, SEE <br />PLAN FOR LOCATION <br />MAY NOT BE <br />REQUIRED <br />CHORD OF <br />D ROOF TRUSSES <br />tx4 BTM. CHORD BRACING"" O/C —x `END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. CHORD BRACING <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3) 12d @ EA <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />30'-1" TO 60'-0 (3)'W' BRACE <br />(1) "X" BRACE @ CENTER <br />(2) %" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />PRE-ENG GABLE TRUSS <br />STIFFBACK (ASPER <br />TRUSS ENG) <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/ 12" DIA <br />ANCHOR BOLT W/2' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY B' <br />MIN. EMBED. AT 32'OC <br />MAX. <br />SECURE GABLE T02x8 <br />P.T. PLATE W/ 12d'68" <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 />7 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 />ASIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO F1 AND F2 FORCES. <br />11 ALTERNATE MATERIALS <br />SCALE: 3/41 <br />=1'-0" <br />.1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.a bd ealgngm u p.com <br />AA #: 0003325 <br />o <br />MUM <br />SunDIV. RC IAT: <br />ABBOTT PARK <br />LOT #43 <br />BLK. #7 <br />PROJECT# <br />0418 . 00-43071 <br />MODEL. <br />4EBB <br />"1628-CALI" <br />GARAGE 8WV9G: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. Cl <br />R06W A ABOUCHAM <br />L AR NO OrM J <br />DATE, 9/21/21 <br />SCALE: 1/4"=1'-0" <br />SI3aaT <br />S3.1A <br />