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A-(1)USP HTA16 TRUSS ANCHOR WITH (9) <br />10d x 1 1/2" TO TRUSS. FL#17680 <br />B-(2) USP HTA16 TRUSS ANCHOR WITH (9) <br />I Od x 1 1/2" TO TRUSS EA STRAP. FL#17680 <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <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 />"ROOFIWALL/FLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: A PT SYP #2 2" x 4", <br />6", 8" x N-0" 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:1870 LBS, L:710LBS (1 STRAP) <br />B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) <br />TYPICAL TRUSS/ <br />1A 16 GIRDER CONNECTOR(S) <br />SEW <br />BACK=RLLOCK <br />1FIKp01fi88 <br />4500 <br />3/4" WOOD PANELS <br />60M <br />(2)1/2" WOOD PANELS <br />60 <br />(2) 1/2" WOOD PANELS <br />90 <br />2x LUMBER <br />3W' T 8 G SUSFLOCR GLUED AND <br />SCREWED AS PER SCHEDULE <br />ENGINEERED WOOD TRU <br />0 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />USP HTA16TRUSS ANCHOR— <br />fH (9)10d x 1 1/2" NAILS TO <br />LSS EA. PROVIDE 4" MINIMUM <br />NCRETE EMBEDMENT. DBL <br />RAP, 1 EACH SIDE WRAPS UP <br />D OVER TRUSS (NOT <br />OWN) <br />ED IN CONJUNCTION WITH <br />AW UPLIFT CONNECTOR <br />117680 <br />PLYWOOD SHEATHING, SEE <br />"ROOFNVALLJFLOOR <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/ 10d NAILS, 2 ROWS, 3" <br />O/C TO FACILITATE ONE <br />ADDITIONAL PLY MAX. TO <br />ACCOMMODATE GIRDER <br />TIEDOWN REQUIREMENTS. <br />(A) USP LUGT2 W/ (5)1/4AL POWERS <br />WEDGE BOLTS (16) 16 GALV. NAILS TO <br />TRUSS (2PLY) #FL17240 (NOT SHOWN) <br />(B) USP RFUS STEEL CONNECTOR WITH (4) <br />3/4"x6" WEDGE BOLTS AND <br />lx2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 <br />SEE ARCHITECTURAL <br />2x SECURED W/ (3)16d <br />GALV. COMMON NAILS. IF 4 BOLTS ARE USED <br />IX2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED <br />GALV. COMMON NAILS BE�CHEDULE SOLID, 8" EACH WAY OF BOLTS <br />12"O/C <br />A ALLOWABLE UPLIFT = U:3980 LBS, LA785 LBS (2PLY) <br />B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) <br />TYPICAL ROOF <br />LA`� GIRDER CONNECTORS) SCALE: 314',I'W <br />LSTA1220 GAUGE <br />W/ 10dxl/2 HOG COMMON NAILS. <br />EACH END TOTAL OF 10 <br />sew8ACKBRBLOW <br />111f mm <br />4500 <br />3/4" WOOD PANELS <br />6DD0 <br />(2)1/2" WOOD PANELS <br />60 <br />(2)12" WOOD PANELS <br />90 <br />2x LUMBER <br />LVL/IJOIST WITH <br />PRE-ENG (JOIST BACKER BLOCK <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />SECUREDOUBLE <br />II O EN AI STOP PLATE I I I <br />wl (2) 12tl TOENAILS <br />HTT16 WI 518" A.8. WITH <br />20 OR 2x6 WOOD BEARING LAliMIN. 7" EMBEDMENT <br />WALL W/ SYP No 2 STUDS SEE TO SLAB 8 (20)16d x <br />PLANS FOR SPACING. SINGLE 2-112" NAILS TO POST., <br />BTM. PLATE TO BE PT. POST TO SIT DIRECTLY <br />PROVIDE DBL. TOP PLATE DNS 8 <br />PROVIDE BLOCKING <br />1/2" GYP. WL. BD, <br />I -JOIST CONNECTION @ L.B.W. <br />`* SCALE:3/4"=l'-O" (NO UPLIFT) <br />DEPTH 1/460 <br />—HOLE EDGE >5/8" <br />—HOLE DIAMETER <br />< 2/5"D SGL. STUD <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM.- <br />PLATE <br />STUD NOTCHING <br />AND BORING LIMITS <br />8 SCALE: 1 112"=1'-0" <br />EDGE >5/8" <br />HOLE DIAMETER <br />< 3l5"D DBL. STUD <br />LVL/WOOD POST CONNECTIONS <br />l.ill���ll!■�II��lIl: <br />■ow <br />mm <br />m <br />A- USP TFL1716 G < 1230 LBS, U < 140 LBS WI (2) 3/4•" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (6)10d GALV. COMMON NAILS TO HEADER AND (2) l0dxl-12" GALV. COMMON <br />NAILS, TO JOIST FL#17241 <br />B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (6)1 Od GALV. COMMON NAILS TO HEADER AND (2)10611-12" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />BB - USP THF23160 G < 1335 LBS, U < 140 LBS W/ (2) 3/4*' WEDGEBOLTIJ-BOLT, 5" MIN. <br />EMBED (22)10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />C - USP TH035160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (12)10d GALV. COMMON NAILS TO HEADER AND (2)1 Odxl-12" GALV. COMMON <br />NAILS. TO JOIST FL#17241 <br />D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS WI (8) 3l4"" WEDGE-BOLT/J-BOLT, 5" MIN. <br />EMBED (16)10d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. <br />TO JOIST FL125749 WOOD LEDGER <br />ATDETAIL <br />SCALE: 3/4"=l'-0" <br />D- <br />6'4" MAX (W/1X4) <br />OR 10'-0" MAX (W/2X4)* <br /># 1175 UPLIFT USP - <br />HTWM20 W/1010d TO <br />TRUSS AND (4)114" x 2 1/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br /># 1900 UPLIFT (2) USP <br />HTWM20 INSTALLED ON <br />OPPOSITE FACES OF <br />BLOCK WALL W/101Dd TO <br />TRUSS AND (4)1/4" x 2 1/4" <br />TAPCONS TO CONT <br />POURED LINTEL <br />PRE-ENG TRUSS <br />CONTINUOUS BOND BEAM <br />3 <br />TITEN 2 ANCHORS MIN. <br />2" COVER 8 2" APART <br />REPAIR OF MULTIPLE <br />MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 314"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. <br />2x4 BLOCKING BETWEEN <br />BRACE W/ (3) 12d 0 EA. <br />TRUSSES WHERE <br />TRUSS (DIAG. BRACE TO <br />X­BRACING IS PRESENT AT <br />COVER 5 TRUSSES) <br />4'-0" O.C. (AT SHEATHING <br />0'4" 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/ 1/2" DIA. <br />(2)'W' 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 />)IAGONAL <br />.CHORD <br />PRE-ENG GABLE TRUSS <br />SECURE GABLE TO 2x8 <br />CING, SEE <br />P.T. PLATE W/ 12d'e 8" <br />4 FOR LOCATION <br />STIFFBACK (AS PER <br />O.C. MAX <br />NOT BE <br />UIRED <br />TRUSS ENG) <br />CONT. 2x4 SECURED W/ <br />(2)10d'e Q EACH TRUSS <br />TO BE INSTALLED <br />CHORD OF <br />10'-0" O.C. MAX. <br />ID ROOF TRUSSES <br />ix4 BTM. CHORD BRACING 6-0" O/C `END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERsecnoNTYP. BTM. CHORD BRACING <br />6 SCALE: 3l4"=1'-0" <br />24" 24" MAX. W IJOISTWEND <br />MAX. SPACING <br />8" <br />END w/I-JOIST TYP rvP <br />ACIN EE FRAMING PLAN END <br />ED OF BD. <br />MAX MAX MAX <br />12'IXP. (2)2X8 SYP P.T. W EDGE FROM (2)2X12 SVP P.T. EXP <br />BOLT/JJ30LTW/Y LEDGER BOARD LEDGER BOARD TO BOLT/JSOLT WIY <br />WASHER 8512' TO BE USED 1. ENSURE THAT EXP. BE USEDWITH (JOIST WASHER a 512' <br />MIN. EMBED. (TYP) WRH (JOIST BOLTS/J43OLTS ARE PLACED MIN. EMBED. (TYP) <br />INTO GROUTED CELLS, WALL <br />AROUND BOLT. FRONT <br />2. SPLICE OF FRONT AND REAR LEDGER <br />LEDGER SHOULD LAP A MIN OF <br />Z 4'4r. Z <br />3. ALL BOLTS TO HAVE WASHERS (2) 2X12 m <br />4. EXP. SOLTSIJ-BOLTS SHOULD SYP PT <br />NOT BE ANY CLOSER THAN IT <br />Z O/C. Z <br />m 5. ONLY LEDGER IN DIRECT- <br />(2) 2X8 CONTACT (REAR LEDGER) WITH REAR <br />SYP PT CMU REQUIRED TO BE P.T. LEDGER <br />FLOOR JOIST LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLT SIZE <br />END BPACYKI <br />CENiW1LSPACINO <br />A <br />DOUBLE SYP 2x8 <br />1/7' <br />8" MAX. <br />24" O/C MAX. <br />B <br />DOUBLE SYP 2xl2 <br />(2) 3/4" <br />8' MAX. <br />24" O/C MAX. <br />10 I -JOIST WOOD LEDGER DETAIL <br />SCALE: 3/4"=V-01' <br />SEE SCHEDULE FOR <br />BOND BEAM RED. <br />BLOCK WALL W/ GABLE END <br />PRE-ENG'D TRUSS SCALE: 3/4"=l'-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 Fl AND F2 FORCES. <br />ALTERNATE MATERIALS <br />SCALE: 3/4"=V-0" <br />11 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />a <br />c <br />5 <br />swan►. eg LoT. <br />ABBOTT PARK <br />LOT #45 <br />BLK #9 <br />PROJECT# <br />04181.000-45091 <br />MODEL& <br />4EHB <br />"2605—HAYDEN" <br />GARAGE sWENO: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />AACRIECT, <br />EC 1 01! <br />ROLAtD A ABOUCHACRA <br />L_ AR NO 90723 <br />DrRarr -1 <br />w12/06/19 <br />SCALE: 1/4"=1'-0" <br />s*mmT <br />S3.1A <br />