Laserfiche WebLink
A-USP DTC TRUSS ANCHOR <br />B-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) <br />WITH (18) 10d x 1 112. <br />TO TRUSS <br />C- (2) USP TA20R TRUSS ANCHORS (2 OR <br />MORE PLY) WITH 110) 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 />SECURED W/ 10d <br />,LV. COMMON NAILS <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF-AL <br />SHEATHING <br />PLYWOOD SHEATHING, SEE <br />ENGINEERED WOOD <br />TRUSSES @24"RA <br />FASTENERSCHEDULE" <br />SHEATHJAWFLOOR <br />SHEATHING <br />SUBMIT SHOP DRAWINGS <br />FASTENER SCHEDULE' <br />FOR REVIEW <br />AND APPROVAL <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 />1a 1b 1c TYPICAL TRUSS/ SCALE: 34'.1'-0" <br />GIRDER CONNECTOR(S) <br />3/4" T 8 G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />SAi" 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 />2X4 OR 2X6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING, SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />112" GYP. WL. BD. <br />a° <br />a' <br />a ° <br />FLOOR TRUSS CONNECTION Qa L.B.W. <br />`'F SCALE:3/4".V-0" (NO UPLIFT) <br />NOTCH DEPTH 1/4•D <br />10 <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br /><2/5•D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />I � —HOLE EDGE>S/8" <br />BTM. <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />HOLE DIAMETER <br /><3/5•D DBL. STUD <br />(2) USP TA20R TRUSS <br />ANCHOR WITH (16)10d <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)fANCHORS <br />RFUS STEEL CONNECTOR WITH <br />USED IN CONJUNCTIONxW <br />WEDGE BOLTS AND <br />WITH HEAVY UPLIFT3 <br />SCREWS <br />CONNECTOR <br />USC' WITH (2) 3/4"x6" WEDGE <br />AND (8)16d NAILS <br />2x WOOD FASCIA SEE <br />USC•• WITH (4) 3/4W' WEDGE <br />ARCHITECTURAL 2x8P <br />TU A Z(RS <br />AND (8)16d NAILS <br />SECURED <br />GALV. COMMON NAILS. <br />LTS ARE USED <br />1x2 SECURED W/ 10d <br />MASONRY BONG BEAM ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS <br />SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS <br />7Z, 01C <br />A ALLOWABLE UPLIFT. 7910 LBS (4 WEDGE BOLTS IN RFUS) <br />B ALLOWABLE UPLIFT = 10223 LBS (2 WEDGE BOLTS) <br />C ALLOWABLE UPLIFT. 12W LSS (4 WEDGE BOLTS) <br />TYPICAL ROOF <br />2a 2b 2c <br />SCALE <br />: 4".1-0 <br />GIRDER CONNECTOR(S) <br />LSTA12 20 GAUGE <br />W/ 10dx1/2 HPG COMMON NAILS. <br />@ EACH END TOTAL OF 10 <br />GIRDER/WOOD POST CONNECTIONS <br />5 SCALE: 3/4".V4T <br />A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"O 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 -BOLT, 5" MIN. <br />EMBED (20) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 34°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 <4800 LBS, U <2650 LBS W/ (4) 3/4"° USP WEDGE -BOLT, S MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />E - USP THDH28-3 G <4800 LBS, U < 2650 LBS W/ (4) 3/4"°USP WEDGE -BOLT, 5" MIN. <br />EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />9 SCALE: 3/4"-V-0" <br /># 1175 UPLIFT USP <br />HTWM20 W/1010d TO <br />TRUSS AND (4)1/4"x21/4" <br />TAPGONS TO CONT <br />POURED LINTEL <br /># 1900 UPLIFT (2) USP <br />HTWM20 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 />3 <br />SCALE: 3/4".1'-0" <br />(2) 2X4 No.2 SYP DIAG. <br />2X4 BLOCKING BETWEEN <br />BRACE W/ (3)12d @ EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X-BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />V-0" TO 30'-0" (1) "X" BRACE <br />SEAMS) <br />30'-1" TO 60'-0 (3) "X' BRACE <br />SECURE 2X8 PT. PLATE <br />(1) "X" BRACE @ CENTER <br />TO BLK W/ i/2" DIA. <br />(2) "X" BRACE DIVIDED EQUALLY <br />ANCHOR BOLT W/ 2" <br />FROM CENTER TO END. <br />WASHER SET IN HIGH <br />2x WOOD FASCIA, <br />STRENGTH EPDXY 6" <br />SEE ARCHITECTURAL <br />MIN. EMBED. AT 32" OC <br />MAX. <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8" <br />STIFFBACK (AS PER <br />O.C. MAX <br />TRUSS ENG) <br />CONT. 2X4 SECURED W/ <br />(2) 10d's @ EACH TRUSS <br />TO BE INSTALLED @ <br />10'-0" O.C. MAX. <br />E)_NOT USED <br />V EDGE <br />CENTRAL <br />SPACING <br />SPACING <br />SEE <br />SEE <br />1 <br />�CHEDLILE, <br />SCHEDULE AMN PLAN <br />SEE SCHEDULE FOR BOLT SIZE <br />SEE LEDGER SCHEDULE uJ <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 FRONT AND REAR LEDGER SHOULD <br />°o Z <br />LAP MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS SHOULD NOT BE ANY CLOSER <br />THAN 6" O/C. <br />°D <br />S. IN LIEU OF HILTI PAFS, 1/4" 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 />BEDGESPACMG <br />CENTRALSPACING <br />A <br />DOUBLE 2x8 <br />1 /2" <br />8" O/C <br />16" 0/0 <br />B <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24" O/C <br />C <br />DOUBLE 200 <br />112" <br />8" O/C <br />16" 01C <br />D <br />DOUBLE 2x10 <br />3/4" <br />8" O/C <br />24" O!C <br />E <br />DOUBLE 200 <br />3/4" <br />6" O/C <br />16" O/C <br />F <br />DOUBLE 202 <br />3/4" <br />fill O!C <br />12" O/C <br />10 WOOD LEDGER DETAIL <br />SCALE: 3/4".V.0" <br />SEE SCHEDULE FOR <br />BOND BEAM REO. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D 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 (F7 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, F7, <br />AND F2 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 />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />ww W.abdealgagroup.00m <br />AA M: 0003325 <br />V <br />O <br />0 <br />a <br />!;IA <br />SILVERADO <br />LOT 4 <br />BLK 11 <br />PROJECT* <br />04128.001-04111 <br />HODEU <br />4ENB <br />"1751-NEUVILLE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. Bf <br />STATE ARCHnrcenA <br />DA�'"q.E: 08/20/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1A <br />