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A41) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)1 Od x 1 k' NAILS TO TRUSS <br />B42) 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-0) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) lDd x 3 k NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 k' NAILS TO GIRDER <br />tx2, 2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />tx2 SECURED W/ 10d <br />GALV. COMMON NAILS <br />12"O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOFAMALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APT SYP #22'x 4", <br />6", 8" x V-a' 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, L 1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U2705 LBS (2 PLY) <br />1a 1b 1c TYPICAL TRUSS/ BDALE 3 4 _,-0 <br />_,-0GIRDER CONNECTOR(S) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5/8" GYPSUM BOARD OR 1/2' HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />ENGINEERED WOOD TRU <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 J' NAILS TO <br />GIRDER. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. USED IN <br />CONJUNCTION WITH <br />HEAVY UPLIFT <br />CONNECTOR <br />PLYWOOD SHEATHING, SEE <br />"ROOFANALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2' x 4', <br />6'. 8" x 4'17' MAY BE ADDED <br />W/ 10d NAILS, 2 ROWS, W <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) J" x 5" TITEN HD TO CMU AND (12) SOS <br />j' x 2 j' TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) j' x 5" TITEN HD TO CMU AND (18) SOS }" x <br />ix2, 2x WOOD FASCIA <br />W TO GIRDER <br />SEE ARCHITECTURAL <br />C42) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. <br />(2) �' x 57ITEN HD TO CMU AND (18) SOS }'x 3" <br />1x2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM <br />ENSURE THAT CELLS ARE GROUTED <br />12' O/C SEE SCHEDULE <br />SOLID, 8" 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 />2a 2b 2c TYPICAL ROOF AL 4770" <br />GIRDER CONNECTOR(S) <br />LSTA12 20 GAUGE <br />W/ 10dxl/2 HDG NAILS <br />0 EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />ITT4 W/ 5/8" AB. WITH <br />AIN, 7' EMBEDMENT <br />TO SLAB & (18) 16d 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 />1/2' GYP. WL BD. <br />°a ,• n <br />.4 n. <br />��GIRDER/WOOD POST CONNECTIONS <br />" J <br />%FLOOR TRUSS CONNECTION @ L.B.W. <br />BCALE: 3/4" -0" (NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />q <br />GE >5/8" <br />HOLEMETER <br />L. STUD <br />OUTER 113OF <br />SPAN ONLY <br />HOLE EDGE >518" <br />ol <br />BTM.HOLE DIAMETER <br />PLATE<35•D DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />LIMITS <br />V SCALE: 1 <br />8'-0" MAX (W/1X4) <br />R 10'-0" MAX (W/2X4)� <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 WI1010d TO <br />TRUSS AND (4) 1/4" x 2 114' <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 1 Od TO <br />TRUSS AND (4)1/4" x 2114" <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 & 2' APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />3 SCALE: 314"=V-17' <br />DIAGONAL <br />.CHORD <br />CING, SEE <br />4 FOR LOCATION <br />NOT BE <br />UIRED <br />CHORD OF <br />)D ROOF TRUSSES <br />tx4 BTM. CHORD BRACING 64" O/C —END WALL OR OTHER <br />MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'4" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTIONTVP. ,/� BTM. CHORD BRACING <br />SCALE: 3l4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W1(3)12d 0 EA. <br />TRUSS(DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />01-0" TO 30'-0" (1) "X" BRACE <br />30'-1" TO 60'-0 (3)'X' BRACE <br />(1) "X" 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 (AS PER <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'-O' O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 21 PT. PLATE <br />TO BLK W/ 10 DIA. <br />ANCHOR BOLT W/ 2' <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/ 12de 8" <br />O.C. MAX <br />CONT, 2x4 SECURED W/ <br />(2)10d'8 0 EACH TRUSS <br />TO BE INSTALLED 0 <br />10'-0" O,C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS BDALE:3""=''-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 (F1 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 Ft AND F2 FORCES. <br />ALTERNATE MATERIALS <br />SCALE: 3/4"-V-0" <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />q <br />r <br />b <br />o <br />sumrv. d LOT. <br />ABBOTT PARK <br />LOT #4 <br />BLK.�r #9 <br />0 1'1000-04091 <br />MOD= <br />4EBB <br />"1828—CALI" <br />GAMAaIC OWWO: <br />LEFT <br />PAO= <br />DETAILS <br />160 H EXP. <br />