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IF <br />ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />"mm*11 <br />24" O/C, SUBMIT SHOP <br />"ROOFANALL/FLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />X(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT <br />PLYWOOD SHEATHING, SEE <br />(9) 1IM x 1 N" NAILS TO TRUSS "ROOF/WALLIFLOOR <br />PANCHOR <br />HTSM20 113d TSIMPSON <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS'WITH <br />NOTE: APT SYP #2 2" x 4", <br />TRUSS AND (4) 1/4" x 2 1/4" <br />AND (4) 1/ "x <br />SHEATHING <br />x 1 NAILS TO TRUSS <br />x 1 NAILS TO <br />6", 8" x MAY ADDED <br />TITENCOOT 2 ANCHORS TO <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DB STRAP, , <br />GIRDER. PROVIDE 5" <br />GIRDS R <br />O <br />W! 10d NAILS, 2 ROWS, 3" <br />NAILS, <br />CONT POURED LINTEL <br />LINTEL <br />OVER TRUSS (NOT SHOWN) <br />MINIMUM CONCRETE <br />O/C TO FACILITATE ONE <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX. TO <br /># 1900 UPLIFT (2) SIMPSON <br />NOTE: A PT SYP #2 2" x 4", <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />CONJUNCTION WITH':' <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />6", 8" x 4'-0" MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12) 16tl x 3 "NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL WI1010tl TO <br />ADDITIONAL PLY MAX. TO <br />A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN <br />TRUSS AND (4)114" x 2 1/4" <br />CONTINUOUS BOND BEAM <br />1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS <br />INTEL <br />GONT POURED LINTEL <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />}" x 2 �" TO GIRDER <br />2x SECURED W/ (3)16d <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />1x2 SECURED W/ 10d TRUSSES 0 24" O/C, <br />lx2, 2x WOOD FASCIA <br />(2) }" x 5' TITEN HD TO CMU AND (18) SDS }" x <br />GALV. COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />17' O/C FOR REVIEW <br />2x SECURED W/(3)16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) J' x 571TEN HO TO CMU AND (18) SOS }" 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 />17' O/C <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />TITEN 2 ANCHORS MIN. <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) <br />7COVER & 2" APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c 3/=' <br />TYPICAL ROOF <br />GIRDER CONNECTOR(S) SCALE <br />2a 2b 2c <br />GIRDER CONNECTOR(S) <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />BRACE W/ (3)12d EA. TRUSSES WHERE <br />LSTA12 20 GAUGE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />W/ 10dxl/2 HOG NAILS <br />COVER 5 TRUSSES) q'-0" O.C. (AT SHEATHING <br />� EACH END. TOTAL OF 10 <br />SEAMS) <br />P L <br />0'-0"TO 30'-0"(1)'W'BRACE <br />FLOOR <br />30'-1" TO 60'-0 (3) W' BRACE SECURE 2x PT. PLATE <br />GIRDER <br />s'o" MAx (Nq1 x4) <br />(1) "X" BRACE 0CENTER TO BLK W/ DIA. <br />oR 1a-0' MAx (W72X4) <br />(2) "X"BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T <br />FROM CENTER TO END. WASHER SET IN HIGH <br />r <br />STRENGTH 2x WOOD FASCIA, <br />PER E VATION rL <br />lx4 DIAGONAL <br />SEE ARCHITECTURAL MIN. MBEDEAT037 OC <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />MAX <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />BRACING, SEE <br />P.T. PLATE W/ 12d's 8" <br />STRENGTH CLG. BOARD <br />`� = a <br />PLAN FOR LOCATION <br />MAY NOT BE <br />3TIFFBACK (AS PER O.C. MAX <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />m <br />REQUIRED <br />TRUSS ENG) CONT, 2x4 SECURED W! <br />16d TOENAILS <br />(2) 1 's @ EACH TRUSS <br />TO BE INSTALLED � <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" AB. WITH <br />BTM. CHORD OF <br />1V-0" O.C. MAX. <br />MIN. T'EMBEOMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18) 16d x <br />2x4 OR 2x6 WOOD BEARING <br />2-1/7' NAILS TO POST., <br />WALL WI SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />SEE SCHEDULE FOR <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />NI <br />BOND BEAM REQ. <br />BTM. PLATE TO BE PT. <br />SECURE 6T. PLATE TO PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL PROVIDE BLOCKING <br />° <br />12" 0/CS TAGGERED. <br />ADDITINAL METAL 1/T GYP. WL BD. <br />as <br />BTM, CHORD BRACING 6'-0" O!C <br />END WALL OR OTHER <br />CONNECTORS NOT <br />< <br />a ' <br />< <br />M <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />REQUIRED WHEN NO <br />• f <br />10'-0" O/C MAXSECURED W/ (2) 10d <br />DEPICTED SEE PLAN <br />UPLIFT IS PRESENT, <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM. <br />CHORD BRACING <br />BLOCK WALL W/ GABLE END <br />V <br />GIRDER/WOOD POST CONNECTIONS <br />SCALE:34"=1'-0" <br />PRE-ENG'D TRUSS 3QALE:3q"=,'-0 <br />5 <br />SCALE: 3/4"=1'-0' <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />�► <br />6QALE:3/4"=T-0" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH I/4-D <br />HOLE EDGE >5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE DIAMETER <br />FOLLOWING <br /><215`D SGL. STUD <br />CUTER 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>5/8" <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 />011 <br />SUBJECT TO Ft AND F2 FORCES. <br />BTM. HOLE DIAMETER <br />PLATE < 3/5'D DBL. STUD <br />��ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />8 SCALE: 1 1/7'=1'-0" <br />SCALE:34"=1'-0 <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />C <br />C <br />— <br />I <br />I <br />L) <br />OVHDIV. ad LOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-05121 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />