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A-USP DTC TRUSS ANCHOR <br />13 (1) USP DTHA20 TRUSS ANCHOR (1 PLY) <br />WITH (18) 10d x 1 1/2' TO TRUSS <br />C- (2) USP TA20R TRUSS ANCHORS (2 OR <br />MORE PLY) WITH (10) 10d x 1 1/2" NAILS TO <br />TRUSS.PROVIDE 5" MINIMUM CONCRETE <br />EMBEDMENT. DBL STRAP, 1 EACH SIDE <br />WRAPS UP AND OVER TRUSS (NOT SHOWN) <br />WOOD FASCIA SEE <br />ICHITECTURAL 2x6 <br />CURED W/ (2)16d <br />,LV. COMMON NAILS. <br />2 SECURED W/10d <br />LV. COMMON NAILS <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />ENGINEERED WOOD <br />TRUSSES @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = 1825 LBS (1 STRAP) (1 OR MORE PLY) <br />B ALLOWABLE UPLIFT. 2430 LBS (1 STRAP) (1 PLY) <br />C ALLOWABLE UPLIFT . 2410 LBS (2 STRAPS) (2 OR MORE PLY) <br />is ib is TYPICAL TRUSS/ SCALE: 4=1" <br />GIRDER CONNECTOR(S) <br />ENGINEERED WOOD <br />TRUSSES @ 24" O/C, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />(2) USP TA20R TRUSS <br />ANCHOR WITH (16)1Od <br />x 1 1/2" NAILS TO <br />TRUSS. PROVIDE 5" <br />MINIMUM CONCRETE <br />EMBEDMENT. DBL <br />STRAP, 1 EACH SIDE <br />WRAPS UP AND OVER <br />TRUSS (NOT SHOWN) <br />USED IN CONJUNCTION <br />WITH HEAVY UPLIFT <br />CONNECTOR <br />2x WOOD FASCIA SEE <br />ARCHITECTURAL 2z6 <br />SECURED W/ (2)16d <br />GALV. COMMON NAILS. L MASONRY BOND BEAM <br />1x2 SECURED W/ IOd SEE SCHEDULE <br />GALV. COMMON NAILS <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />(A) USP RFUS STEEL CONNECTOR WITH <br />(4) 3/4"xe" WEDGE BOLTS AND <br />(12) WS3 SCREWS <br />(B) USP USC" WITH (2) 3/4"x6" WEDGE <br />ANCHORS AND (8)16d NAILS <br />(C) USP USC• WITH (4) 3/4"x6" WEDGE <br />ANCHORS AND (8) 16d NAILS <br />IF 4 BOLTS ARE USED <br />ENSURE THAT CELLS ARE GROUTED <br />SOLID, 8" EACH WAY OF BOLTS <br />12 O/C A ALLOWABLE UPLIFT . 7810 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT . 10223 LBS (2 WEDGE BOLTS) <br />C ALLOWABLE UPLIFT. 12643 LBS (4 WEDGE BOLTS) <br />2a 2b 2c TYPICAL ROOF 4= <br />GIRDER CONNECTOR(S) <br />It 1176 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND (4) 1/4" x 214' <br />TAPCONS TO CONT <br />POURED LINTEL <br /># 180D UPLIFT (2) USP <br />HT WM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/1010d TO <br />TRUSS AND (4) 1/4" x 21/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />TAP CONS MIN. 2" <br />COVER 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />8 SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN <br />3/4" T & G SUBFLOOR GLUED AND <br />BRACE W/ (3) 12tl ® EA. TRUSSES WHERE <br />SCREWED AS PER SCHEDULE <br />TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT <br />LSTA1220 GAUGE <br />COVERSTRUSSES) 4'4- O.C.(AT SHEATHING <br />W/ 10dx1/2 HPG COMMON NAILS. <br />SEAMS) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />@ EACH END TOTAL OF 10 <br />30'-1" TO 60'-0 (3) "X" BRACE SECURE PT. PLATE <br />(1) "X" BRACE @ CENTER <br />TO BLK W/1 DIA. <br />FLOOR <br />(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ <br />GIRDER <br />FROM CENTER TO END. WASHER SETETIN HIGH <br />2x WOOD FASCIA, STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL MIN. EMBED. AT 37OC <br />MAX. <br />PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 <br />FSECURE <br />P.T. PLATE W/ 12d's 8" <br />LOOR TRUSS <br />STIFFBAT ER O.C. MAX <br />M BOARD OR 1/2" HIGH <br />TRUSS NG ) 2x4 SECURED W/ <br />CLG. BOARD <br />(2) 1 D <br />(2) 10tl's @EACH TRUSS <br />RUSS TO TOP PLATE wl(2) <br />TO BE INSTALLED @ <br />10.- ..O.C. MAX. <br />ILSOP <br />PLATE <br />HTT4 W/ 5/8" A.B. WITH <br />MIN. 7" EMBEDMENT <br />TO SLAB & (20)16d x <br />SEE SCHEDULE FOR <br />2z4 OR 2x6 WOOD BEARING <br />2-I/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 />a # <br />NOT USED <br />BLOCK WALL W/ GABLE END <br />PRE-ENGD TRUSS SCALE:3/4"=1'-0" <br />GIRDER/WOOD POST CONNECTIONS <br />5 <br />SCALE: 3/4"=1'-0" <br /># <br />4 FLOOR TRUSS CONNECTION @ L.B.W. <br />SCALE: 3/4".1'4' (NO UPLIFT) <br />DEPTH 1/4"D <br />—HOLE EDGE >51" <br />—HOLE DIAMETER <br /><2/5"D SGL. STUD <br />OUTER 113 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 BDALE:, ,/2"-i•-01 1/2"-i'-0" <br />EDGE >5/6" <br />HOLE DIAMETER <br /><3/5'D DBL. STUD <br />A - USP THDH28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"°USP WEDGE -BOLT, 5" MIN. <br />EMBED (20) 16d GALV, COMMON NAILS AND (8)16d VALV. COMMON NAILS. FL#17232 <br />B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"° USP WEDGE-SOLT, 5" MIN. <br />EMBED (20) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />C - USP THDH28-2 G < 24DO LBS, U < 25W LBS W/ (2) 3/4"° USP WEDGE -BOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />D - USP THDH28.2 G < 48M LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, 5" MIN. <br />EMBED (36) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />E - USP THDH28-3 G c 4800 LBS, U < 2850 LBS W/ (4) 3/4"°USP WEDGE -BOLT, 5" MIN. <br />EMBED (36) 1Sd GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />SCALE: 3/4"=1'0 <br />5'EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />5CHEDUL <br />SCHEDULE S-E AMN IN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE w <br />51/2" MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTS ARE PLACED INTO <br />GROUTED CELLS, 8" ALL AROUND BOLT. <br />2. END OF FROM AND REAR LEDGER SHOULD <br />0D g <br />LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS SHOULD NOT BE ANY CLOSER <br />Z <br />THAN 6" O/C. <br />00 <br />5. IN LIEU OF HILT[ PAF'S, 114" DIA. x 3" MASONRY <br />SCREWS (TAPCONS) MAY BE USED, SAME <br />(2) PT <br />SPACING REQUIREMENT. <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />B EDGE SPACM <br />CEWW SPAGNO <br />A <br />DOUBLE 2x8 <br />1/2" <br />8" O/C <br />16" C/C <br />B <br />DOUBLE 2z8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 200 <br />1/2" <br />8" D/C <br />16,1010 <br />D <br />DOUBLE 200 <br />3/4" <br />8" O(C <br />24" O/C <br />E <br />DOUBLE 2x10 <br />3/4" <br />6" O/C <br />16" O/C <br />F <br />DOUBLE 202 <br />3W <br />6" CVC <br />12" O/C <br />10 WOOD LEDGER DETAIL <br />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 USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, <br />AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO FI AND F2 FORCES. <br />(H),A�LTERNATE MATERIALS <br />SCALE: 3/4"=1'-0" <br />i"I N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdeslgngrouP.Oorn <br />L AA #: 0003325 <br />4 <br />y <br />BUDDIV. & LOT: <br />SILVERADO <br />LOT 6 <br />BLK 12 <br />PROJECT# <br />04128.001-06121 <br />MODZI- <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SVWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />D � 08/16mm <br />/18 <br />SCALE: 1/4"=f-0" <br />8FIEET <br />S3.1A <br />