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ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE <br />@ 24" OIC, SUBMIT SHOP <br />"ROOFMALUFLOOR <br />DRAWINGS FOR REVIEW <br />SHEATHING <br />AND APPROVAL <br />FASTENER SCHEDULE" <br />A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br /># 1100 UPLIFT SIMPSON <br />(9)10d x 1 j" NAILS TO TRUSS PLYWOOD SHEATHING, SEE <br />"ROOFANALUFLOOR <br />(1) SIMPSON HETA16 <br />HTSM20 WI7010d TO <br />B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />TRUSS ANCHOR WITH <br />NOTE: A PT SYP #2 2" x 4", <br />TRUSS AND (4)114" x 2 1 /4" <br />SHEATHINGTO <br />16d x 1 NAILS TO TRUSS <br />x 1 }" NAILS TO <br />MAY ADDED <br />6", 8" x 4!-0NAILS, <br />TITEN 2 ANCHORS <br />FASTENER SCHEDULE" <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />DBL , <br />GIRDER. <br />GIRDER. PROVIDE 5" <br />O <br />W/ 10d NAILS, 2 ROWS, 3" <br />LINTEL <br />CONT POURED 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", B" x 4'-W MAY BE ADDED <br />(2) SIMPSON HETA16 TRUSS ANCHORS WI tOd NAILS, 2 ROWS, 3" <br />HEAVY UPLIFT <br />TIEDOWN REQUIREMENTS. <br />OPPOSITE FACES OF <br />WITH (12) 16d x 3 'NAILS TO GIRDER O� TO FACILITATE ONE <br />CONNECTOR <br />BLOCK WALL WI10102 TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />ADDITIONAL PLY MAX. TO <br />A-(1) SIMPSON LGT3-SOS2.5 GIRDER TIEDOWN <br />TITEN 2 ANCHORS TO <br />CONTINUOUS BOND BEAM <br />W, 2x WOOD FASCIA ACCOMMODATE TRUSS <br />ANCHOR REQUIREMENTS. <br />WITH (4) x 5" TITEN HD TO CMU AND (12) BOB <br />CONT POURED LINTEL <br />SEE ARCHITECTURAL <br />O <br />}" x 2SI TO GIRDER <br />2x SECURED W/ (3) 16d <br />GALV. COMMON NAILS. ENGINEERED WOOD <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />1x2 SECURED W/ 1 Ed TRUSSES ® 24" O/C, <br />1x2, 2x WOOD FASCIA <br />(2) }" x 5" TITEN HO TO CMU AND (18) SOS }" x <br />GALV, COMMON NAILS SUBMIT SHOP DRAWINGS <br />SEE ARCHITECTURAL <br />3" TO GIRDER <br />12" O/C FOR REVIEW <br />2x SECURED W1(3)16d <br />C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />AND APPROVAL <br />GALV. COMMON NAILS. <br />(2) } x V71TEN HD TO CMU AND (18) SOS J" x 3" <br />tx2 SECURED W110d <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 />SEE SCHEDULE <br />A ALLOWABLE UPLIFT = Ud810 LBS, L:770 LEIS (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 />2" COVER 8 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 />EMBEDDED TRUSS ANCHOR <br />1a 1b 1c <br />TYPICAL ROOF <br />3MISPLACED <br />GIRDER CONNECTOR(S) <br />2a 2b 2c <br />GIRDER CONNECTOR(S) <br />(2) 2X4 No.2 SYP DIAG, 2x4 BLOCKING BETWEEN <br />314" T 8 G SUBFLOOR GLUED AND <br />BRACE WI (3)12d @ 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'-0" O.C. (AT SHEATHING <br />W/ 10dx1n HOG NAILS <br />SEAMS) <br />0'-0" TO 30'-0" (i) "X" BRACE <br />® EACH END. TOTAL OF 10 <br />W-I- TO 60'-0 (3) "X" BRACE SECURE PT. PLATE <br />(1)"X"BRACE @ CENTER /1 DIA. <br />TO BLK W/ <br />FLOOR <br />(2) °X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' <br />BOLT <br />GIRDER <br />6'-O" MAX (W/1X4) <br />FROM CENTER TO END. WASHER SET IN HIGH <br />OR 10'-0" MAX (W/2X4) <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED, AT 32" OC <br />MAX. <br />PERE AT <br />1x4 DIAGONAL <br />PRE•ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />BTM. CHORD <br />PO.TC. PLATE W/ 12d's 8" <br />PRE-ENG FLOOR TRUSS <br />BRACING, SEE <br />STIFFBACK (AS PER <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />PLAN FOR LOCATION <br />TRUSS ENG) CONT. 2x4 SECURED W/ <br />STRENGTH CLG. BOARD <br />MAY NOT BE <br />(2) 10d's ®EACH TRUSS <br />SECURE TRUSS TO TOP PLATE wl (2) <br />N a F- <br />REQUIRED <br />TO BE IN6TALLED <br />16d TOENAILS <br />10'-0' O.C. MAX. <br />DOUBLE TOP PLATE <br />HTT4 W/ 5I8" A.B. WITH <br />BTM. CHORD OF <br />MIN. 7" EMBEDMENT <br />WOOD ROOF TRUSSES <br />TO SLAB 8 (18)16d z <br />SE E SCHEDULE FOR <br />2x4 OR 2z6 WOOD BEARING <br />2-tn" 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 />a <br />1x4 BTM. CHORD BRACING 6'-0" O/C <br />END WALL OR OTHER <br />a- • <br />MAX., OR 2x4 BTM. CHORD BRACING <br />END TYPE CONDITION, IF <br />° • <br />8 i ;. i . n. <br />10'-0" 0/C MAXSECURED W/ (2) 10d <br />COMMON NAILS AT EACH CHORD <br />DEPICTED SEE PLAN <br />BLOCK WALL W/ GABLE END <br />INTERSECTION TYP. <br />c BTM. CHORD BRACING <br />PRE-ENGD TRUSS SCALE:3/4"=1'-0" <br />% �GIRDER/WOOD POST CONNECTIONS <br />V SCALE:34"=1'-0" <br />e <br />J <br />SCALE: 3i4"=1'-0" <br />FLOOR TRUSS CONNECTION @ L.B.W. <br />4 <br />SCALE: 3/4"=V-0" (NO UPLIFT) <br />THE USE OF ALTERNATE MATERIALS MAY BE <br />NOTCH DEPTH 114*0 <br />HOLE EDGE >5/8" <br />USED SO LONG AS THEY CONFORM TO THE <br />FOLLOWING <br />HOLE DIAMETER <br />< 2/5"D SGL. STUD <br />OUTER 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 (Ft AND F2) LOAD CAPACITIES <br />HOLE EDGE >5l8" <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 />�� <br />01 <br />SUBJECT TO FI AND F2 FORCES, <br />BTM. HOLE DIAMETER <br />PLATE < 315"0 DBL. STUD <br />STUD NOTCHING <br />NOT USED <br />NOT USED <br />11 ALTERNATE MATERIALS <br />AND BORING LIMITS <br />9 <br />10 <br />SCALE: 3/4"=1'-0" <br />11 N. RONALD REAGAN 8l <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 401-7744078 <br />www.abdosigngroup.com <br />AA 0: 0003325 <br />O <br />oil <br />I BUBDM a LOT. <br />ABBOTT PARK <br />LOT #9 <br />BLK #8 <br />PROJEOT# <br />04181.000-09081 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE E7►INC: <br />RIGHT <br />PACE: <br />DETAILS <br />160 MPH EXP. C <br />