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A{1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9)10d x 1 } NAILS TO TRUSS <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12)16d x 1 }" NAILS TO TRUSS <br />OBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }" NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16d x 3 ? NAILS TO GIRDER <br />1x2, 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 />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 47, <br />6", 8" x 4'd7' 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 LSS, L:T70 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />8 1ATYPICAL TRUSS/ <br />BD <br />1" 1L 1" GIRDER CONNECTOR(S) <br />E:34"=1' ' <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />5B" 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 NTH <br />(9)1 Od x 1 } 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 />"ROOFNVALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x 4'-0" MAY BE ADDED <br />W/ 1 Od 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) t x 5"TITEN HD TO CMU AND (12) SDS <br />}" x 2 }" TO GIRDER <br />B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />(2) }" x 5" TITEN HO TO CMU AND (18) BOB }" x <br />1x2, 2x WOOD FASCIA <br />3"TO GIRDER <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH <br />GALV. COMMON NAILS. <br />(2) } x 5-TITEN HD TO CMU AND (18) BIDS k x 3" <br />1X2 SECURED W/ 10d MASONRY BOND <br />SCREWS TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS BEAM SEE SCHEDULE <br />ENSURE THAT CELLS ARE GROUTED <br />17' O/C <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 />TYPICAL ROOF <br />2A 26 2C GIRDER CONNECTOR(S) S �`- <br />LSTA1220GAUGE <br />W/ 10dx1/2 HOG NAILS <br />@ EACH END. TOTAL OF 10 <br />FLOOR <br />GIRDER <br />M4 W/ 5/8" A.B. WITH <br />AIN. T 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 />��FLOOR TRUSS CONNECTION @ L.B.W. <br />`* SCALE:3/4"=1'0" (NO UPLIFT) <br />OUTER 113 OF <br />SPAN ONLY <br />PLATE <br />DEPTH IWO <br />—HOLE EDGE >5/6' <br />—HOLE DIAMETER <br />< 2/5"D SGL. STUD <br />P.—HOLE EDGE >5/8" <br />01 <br />HOLE DIAMETER <br />< 3/5"0 DBL. STUD <br />STUD NOTCHING <br />AND BORING LIMITS <br />o SCALE:, 1/2•=r-D' <br />GIRDER/WOOD POST CONNECTIONS <br />5 SCALE: 3/4'=1'-0" <br />A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. <br />EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. <br />B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. <br />EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. <br />C - SIMPSON HGUS2&2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4"" SIMPSON TITENBOLT/J-BOLT, 5" <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />D - SIMPSON FIGUS28-2 G < 48M LBS, U < 1810 LBS W/ (4) 3/4'- SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. <br />E - SIMPSON HGUS28-3 G < 48M LBS, U < 1810 LBS W/ (4) 3/4— SIMPSON TITEN BOLT/J-BOLT, 5" <br />MIN. EMBED (36)16d GALV. COMMON NAILS AND 02)16d GALV. COMMON NAILS. <br />WOOD LEDGER <br />9 ATTACHMENT DETAIL <br />SCALE: 314"=1'-0" <br />6'-G" MAX (W/1X4) <br />OR 101-0" MAX (W/2X4) <br /># 1100 UPLIFT SIMPSON — <br />HTSM20 W/1010d TO <br />TRUSS AND (4)1/4" x 2 114" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># IWO UPLIFT (2) SIMPSON <br />HTSM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4)1/4" x 2 114" <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: 3/4'=1'-0' <br />DIAGONAL <br />.CHORD <br />CING, SEE <br />4 FOR LOCATION <br />NOT BE <br />UIRED <br />CHORD OF <br />1D ROOF TRUSSES <br />IX4 BTM. CHORD BRACING 6-0" O/C ENO WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />-0" 10' O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. BTM" CHORD BRACING <br />6 SCALE: 3/4"=1'-0" <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />TM <br />SEEUL <br />CHEDUL <br />SCHEDE PLAN <br />EEF MING <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE 0 <br />5 112" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />- Z <br />2. END OF FRONT AND REAR LEDGER SHOULD <br />cO g <br />LAP A MIN OF 4'-W. <br />3. ALL BOLTS TO HAVE WASHERS <br />2: <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />CLOSER THAN 6' OA:. <br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" <br />(2) _ PT <br />DIA. x 3" MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />8®GESPACM <br />CBIIRAL&WING <br />A <br />DOUBLE 2x8 <br />1 /2" <br />8" O/C <br />16" O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 2x10 <br />1/2" <br />8" O/C <br />16' O/C <br />D <br />DOUBLE 2X10 <br />3/4" <br />8" O/C <br />24" OIC <br />E <br />DOUBLE 2X10 <br />3/4" <br />6" O/C <br />16" O/C <br />F <br />DOUBLE 2X12 <br />314" <br />6" O/C <br />1 12" O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4"=V-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d @ EA. <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />V-0" TO 39-0" (1) "X" BRACE <br />30'-1" TO 60'-0 (3) "X" BRACE <br />(1)'W BRACE Q 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-13RACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x8 PT. PLATE <br />TO BLK W/ 1/2"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 W112d's 8" <br />O.C. MAX <br />CONT. 2X4 SECURED W/ <br />(2) 1 Od' <br />s @ EACH TRUSS <br />TO BE INSTALLED @ <br />10'-0" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD 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 (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, 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: 3/4"=1'-W <br />1 I C N I T I C T i <br />Groin <br />41 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />www.abdesi)oup.eom <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8138862628 <br />FAX: 813856-2802 <br />stmDrv. Ae LOT <br />SILVERADO <br />LOT #13 <br />BLK #10 <br />PROJECT# <br />03719.000-13101 <br />MODEIt <br />2795- D <br />GARAGE STFMC;: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 H EXP. B <br />