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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />® 24" O/C, SUBMIT SHOP <br />"ROOFIWALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A -(I) SIMPSON HETAI6 TRUSS ANCHOR WITH <br />PLYWOOD SHEATHING, SEE <br /># 1100 UPLIFT SIMPSON <br />(9) 10d x 1 k" NAILS TO TRUSS "ROOF/WALUFLOOR <br />(1) SIM <br />HTSM20 W/1010d TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />ANCHOR WITH <br />NOTE: A PT SYP #2 2" x 4", <br />TRUSS AND (4)114" x 2 1 /4^ <br />SHEATHING <br />x 1 NAILS TO TRUSS FASTENER SCHEDULE" <br />16dSTRAP, <br />Dd NAILS TO <br />6", 8" x MAY ADDED <br />TITEN 2 ANCHORS TO <br />DB <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />, <br />GIRDER. PROVIDE 5" <br />GIRDER. . R <br />NAILS, O <br />WI tOd NAILS, 2 ROWS, 3" <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 />NOTE: A PT SYP #2 2" x 4", <br />EMBEDMENT. USED IN <br />ADDITIONAL PLY MAX TO <br /># 1900 UPLIFT (2) SIMPSON <br />(16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED <br />CONJUNCTION WITH <br />ACCOMMODATE GIRDER <br />HTSM20 INSTALLED ON <br />PRE-ENG TRUSS <br />(2) SIMPSON HETA76 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12)1Sd x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL W/10 1Od TO <br />ADDITIONAL PLY MAX. TO <br />A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN <br />TRUSS AND HORS" x 2 114" <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND SEAM <br />lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />SEE ARCHITECTURAL ANCHOR REQUIREMENTS. <br />WITH (4)d" x 5" TITEN HD TO CMU AND (12) BOB <br />CONT POURED LINTEL <br />2x SECURED WI (3)16d <br />}" x 2't" TO GIRDER <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED WI1Od TRUSSES@2, O/C, <br />1x2, 2x WOOD FASCIA <br />(2)1"x5"TITEN HD TO CMU AND (IB)SOS}^x <br />GALV. COMMON NAILS BUSMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12' OJC FOR REVIEW <br />2x SECUREDWI (3) IBd <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) 7J" x 5-TITEN HO TO CMU AND (18) SOS }" x 3" <br />1x2 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 />12" O/C <br />SEE SCHEDULE SOLID, 8"EACH WAY OF BOLTS <br />SCHEDULE <br />SEE S <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 LES (2 PLY MIN.) <br />2" COVER & 2" APART <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />C ALLOWABLE UPLIFT = SW5 LEIS (2 PLY MIN.) <br />REPAIR OF MULTIPLE <br />TYPICAL TRUSS/ <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />1a 1b 1c �_ <br />TYPICAL ROOF <br />3 <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE WI (3)12d 0 EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG BRACE TO X-BRACING IS PRESENT AT <br />LSTA12 20 GAUGE <br />COVER 5 TRUSSES 4 " <br />) 0 O.C. (AT SHEATHING <br />W/ 10dx1/2 HOG NAILS <br />SEAMS) <br />0'-0" TO 30'-0" (i) "X" BRACE <br />C EACH END. TOTAL OF 10 <br />30'-1"TO 60'-0 (3)'0(" BRACE SECURE PT. PLATE <br />LEMATION <br />(I) "X. BRACE @ CENTER TO BLK W/ t 1 OIA. <br />FLOOR <br />(2)'W BRACE DIVIDED EQUALLY ANCHOR BOLT <br />GIRDER <br />6'-0" MAX (W/1X4 <br />FROM CENTER TO END. WASHER SET IN HIGH <br />R 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6' <br />1, <br />SEE ARCHITECTURAL MIN. EMBED. AT 32" OC <br />ff—ULEVATION <br />1x4 DIAGONAL <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />PRE-ENG FLOOR TRUSS <br />BTM. CHORD <br />P.T. PLATE W/ 12d's 8 " <br />O.C. MAX <br />5/S" GYPSUM BOARD OR 1/2"HIGH <br />BRACING, SEE <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER <br />TRUSS ENG) CONT. 2x4 SECURED WI <br />STRENGTH CLG. BOARD <br />y <br />� U a <br />MAY NOT BE <br />(2)10d'o @ EACH TRUSS <br />SECURE TRUSS TO TOP PLATE wl (2) <br />N H a <br />REQUIRED <br />TO BE INSTALLED <br />16d TOENAILS <br />10'-0" O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />BTM. CHORD OF <br />MIN. ?"EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB & (18)1Sd x <br />SEE SCHEDULE FOR <br />2x4 OR 2x6 WOOD BEARING <br />2-1/2" NAILS TO POST., <br />BOND BEAM RED, <br />WALL W/ SYP No 2 STUDS SEE <br />POST TO SIT DIRECTLY <br />PLANS FOR SPACING. SINGLE <br />ON SLAB <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />.a. <br />1/2" GYP. WL. BD. <br />• ° <br />1x4 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 />' ° <br />• '� i ° � . o. <br />10'-0" O/C MAXSECUREO W/ (2)10d <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />LOCK WALL W/ GABLE END <br />INTERSECTION TYP. BTM. <br />CHORD BRACING <br />(D��PR—E­-ENG'DTRUSS SCALE: 3/4"=1'-0" <br />-�GIRDERIWOOD POST CONNECTIONS <br />6 <br />SCALE:34"=1'-0" <br />" •, •.. <br />J <br />. a.,• ,,,. <br />SCALE: 3/4°=1'-0" <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />-* BDALE:314"-V-0" (NO UPLIFT) <br />NOTCH DEPTH IWO <br />USED SO LONG AS THEY CONFORM TO THE <br />HOLE EDGE�5/8" <br />HOLE DIAMETER <br />FOLLOWING <br /><215"13 SGL STUD <br />OUTER 113 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 >518" <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, Fl, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />01 <br />SUBJECT TO FI AND F2 FORCES. <br />BTM. OLE DIAMETER <br />PLATE < 3l5.0 DBL. STUD <br />ALTERNATE MATERIALS <br />STUD NOTCHING <br />11 <br />AND BORING LIMITS <br />8 SCALE: 1 1/2"=1'-0" <br />SCALE: 314"=,-0 <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6076 <br />FAX: 407-7744076 <br />www.abde&IBngoup.com <br />L AA #: 0003325 <br />7 <br />fnn <br />� <br />6 <br />sUBD:v 8&9 :.oT: <br />ABBOTT PARK <br />LOT 5 <br />BLK 10 <br />PROn=T# <br />04181.000 05104 <br />MODsrt <br />4EBB <br />"1828—CALL" <br />GAP-*MZ srIiTTG: <br />LEFT <br />PAOZ: <br />DETAILS <br />160 MPH EXP. C <br />