Laserfiche WebLink
A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(9) 10d X 1 J" NAILS TO TRUSS <br />B{2) SIMPSON HETA16 TRUSS ANCHOR WITH <br />(12) 16d x 1 }'NAILS TO TRUSS <br />DBL STRAP, 1 EACH SIDE WRAPS UP AND <br />OVER TRUSS (NOT SHOWN) <br />C41 LSIMPSON LGT2 GIRDER TIEDOWN WITH <br />(16) 10d x 3 }'NAILS TO GIRDER AND <br />(2) SIMPSON HETA16 TRUSS ANCHORS <br />WITH (12)16dx 3 �' NAILS TO GIRDER <br />lx2 _2x WOOD FASCIA <br />SEE ARCHITECTURAL <br />2x SECURED W/(3)16d <br />GALV. COMMON NAILS. <br />tx2 SECURED W/ i0d <br />GALV. COMMON NAILS <br />17O/C <br />MASONRY BOND BEAM <br />SEE SCHEDULE <br />PLYWOOD SHEATHING, SEE <br />"ROOF/WALUFLOOR <br />SHEATHING <br />FASTENER SCHEDULE" <br />NOTE: APTSYP#22'x4', <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 TRUSS <br />ANCHOR REQUIREMENTS. <br />ENGINEERED WOOD <br />TRUSSES ® 24" OIC, <br />SUBMIT SHOP DRAWINGS <br />FOR REVIEW <br />AND APPROVAL <br />A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) <br />B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) <br />C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) <br />1A 16 1C TYPICAL TRUSS/ <br />GIRDER CONNECTORS) SCALE: 3l4"=1'0 <br />Sam <br />mom&= <br />THICIOM <br />4500 <br />3/4" WOOD PANELS <br />6000 <br />(2) 12" WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2x LUMBER <br />3/4" T & G SUBFLOOR GLUED AND <br />SCREWED AS PER SCHEDULE <br />PRE-ENG IJOIST <br />5/8' GYPSUM BOARD OR 1/2" HIGH <br />STRENGTH CLG. BOARD <br />SECURE IJOIST TO TOP PLATE <br />W (2)12d TOENAILS <br />DOUBLE TOP PLATE <br />ZIA 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 />12" GYP. WL BD. <br />SEE SHEET SlAA FOR <br />NAIL SIZE AND PATTERN <br />/,-�i-JOIST CONNECTION @ L.B.W. <br />(NO UPLIFT) <br />OUTER 1/3 OF <br />SPAN ONLY <br />BTM. — <br />PLATE <br />DEPTH 114•0 <br />—HOLE EDGE >5/8' <br />—HOLE DIAMETER <br />2l5'D SGL. STUD <br />HOLE EDGE >5/8" <br />HOLE DIAMETER <br /><3/5`D DBL. STUD <br />STUD NOTCHING <br />�1 AND BORING LIMITS <br />ENGINEERED WOOD TRU <br />(8J 24" O/C, SUBMIT SHOP <br />DRAWINGS FOR REVIEW <br />AND APPROVAL <br />(1) SIMPSON HETA16 <br />TRUSS ANCHOR WITH <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 />"ROOFANALLIFLOOR <br />SHEATHING <br />FASTENER SCHEDULE' <br />NOTE: A PT SYP #2 7' x 4 <br />6'. 8' x 4'40" 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-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN <br />WITH (4) J' x S' TITEN HD TO CMU AND (12) SOS <br />J" x 2 J" TO GIRDER <br />B{1) SIMPSON FGTR GIRDER TIEDOWN WITH <br />}'x 5" TITEN HD TO CMU AND (18) SOS �' x <br />lx2, 2x WOOD FASCIA(2) <br />kBOND <br />TO GIRDER <br />SEE ARCHITECTURAL3" <br />SIMPSON FGTR GIRDER TIEDOWNS WITH <br />2x SECURED WI(3)16dC{2) <br />x 5-TITEN HD TO CMU AND (18) SDS }'x 3' <br />GALV. COMMON NAILS.(2)}' <br />MASONRY <br />tx2 SECURED W/ 10d MASONRSCREWS <br />TO GIRDER (EACH TIEDOWN) <br />GALV. COMMON NAILS <br />ENSURE THAT CELLS ARE GROUTED <br />1Z' O!C SCHEDULE <br />SOLID, 8' EACH WAY OF BOLTS <br />A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) <br />B ALLOWABLE UPLIFT = 4725 LBS 12 PLY MIN.) <br />C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) <br />2A 26 2C TYPICAL ROOF <br />GIRDER CONNECTOR(S) BDALE:34"=,'a <br />LSTA72 20 GAUGE <br />W/ Zl2 HOG COMMON NAIL: <br />® EACH END TOTAL OF 10 <br />8 <br />BACI®tBL= <br />THIOOESS <br />45DO <br />3/4" WOOD PANELS <br />6000 <br />(2) 12" WOOD PANELS <br />60 <br />(2) 12" WOOD PANELS <br />90 <br />2, LUMBER <br />LVUWOIST WITH <br />BACKER BLOCK <br />HTT4 W/ 5/8" AB. WITH <br />MIN. T' EMBEDMENT <br />TO SLAB & ( x <br />2-12" TO PO NAILS TO POST., <br />POST TO SIT DIRECTLY <br />ON SLAB � <br />_-\LVL/WOOD POST CONNECTIONS <br />5 r SCALE 314"=1'4Y <br />A - SIMPSON IUS1.81/16 G < 14DO LBS, U < 70 LBS W/ (2) 3!4'° WEDGE-BOLT/JSOLT, 5" MIN. <br />EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 <br />B - SIMPSON IUS2.37/16 G < 1400 LBS, U 170 LBS W! (2) 314"° WEDGE-BOLTIJ-BOLT, 5" MIN. <br />EMBED (14)1Od GALV. COMMON NAILS TO HEADER FL#17241 <br />C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4'" WEDGESOLT/J-BOLT, S' MIN. <br />EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2) tOdxt-12" GALV. NAILS TO JOIST <br />FL#17241 <br />D - SIMPSON HHUS7.25l10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" <br />MIN. EMBED 116) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST <br />FL#25749 <br />E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS WI (8) 3/4'" WEDGE-BOLT/JAOLT, 5" MIN, <br />EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10d0-1/7 GALV. NAILS TO JOIST <br />FL#17241 <br />WOOD LEDGER <br />ATTACHMENT DETAIL <br />9 SCALE: 3/4"=l'-U <br />8'-0" MAX (W/lX4) <br />OR 10'-0" MAX (W/2X4) le <br /># 1100 UPLIFT SIMPSON <br />HTSM20 W/1010d TO <br />TRUSS AND (4) 114" x 2 1/4" <br />TITEN 2 ANCHORS TO <br />CONT POURED LINTEL <br /># 1900 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 1/4' <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 & 7APART <br />REPAIR OF MULTIPLE <br />3 MISPLACED EMBEDDED TRUSS ANCHOR <br />SCALE: 3/4"=1'-0" <br />(2) 2X4 No.2 SYP DIAG. — <br />BRACE W/ (3)12d @ EA <br />TRUSS (DIAG. BRACE TO <br />COVER 5 TRUSSES) <br />0'-0" TO 30'-0" (1) "X" BRACE <br />30'-1" TO W-0 (3)'OC' BRACE <br />(1) "X" BRACE 0 CENTER <br />(2) "X" BRACE DIVIDED EQUALLY <br />FROM CENTER TO END. <br />2x WOOD FASCIA, - <br />lx4DIAGONAL <br />SEE ARCHITECTURAL <br />CHORD <br />PRE-ENG GABLE TRUSS—� <br />BRACSEE <br />PLAN FOR LOCATION <br />STIFFBACK (AS PER —� <br />MAY NOT BE <br />TRUSS ENG) <br />REQUIRED <br />BTM. CHORD OF <br />WOOD ROOF TRUSSES <br />1x4 BTM. CHORD BRACING 8-0" O/C END WALL OR OTHER <br />MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF <br />1a1Y' O!C MAXSECURED W/ (2)10d DEPICTED SEE PLAN <br />COMMON NAILS AT EACH CHORD <br />INTERSECTION TYP. /-1 BTM. IiHORD BfV1V ING <br />24" 24 MAX .1 WOIST 8"SEND <br />8" MAX. <br />END w/1-JOIST B <br />ACIN SEE FRAMING PLAN END of <br />MAx MAX MAX LEDGER D. <br />Exp <br />1T EXP. (2) 2X8 SYP P.T. W EDGE PROM (2) 2X12 SYP P.T. BO T -BOLT W 2" <br />BOLT/J-80LT W/2 LEDGER BOARD LEEDGER BOARD TO <br />WASHER & 51T TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER & 5112' <br />MIN. EMBED. (TYP) WTH SST SOLTS/J-BOLTS ARE PLACED MIN. EMBED. (TYP) <br />INTO GROUTED CELLS, r ALL <br />AROUND BOLT. FROM <br />2. SPLICE OF FRONT AND REAR LEDGER <br />LEDGE RSHOULDLAPAMINOF `f <br />r Z <br />W 3, ALL BOLTS TO HAVE WASHERS (2)2Y12 4 <br />4. EXP. SOLTS/J-BOLTS SHOULD SYP PT <br />NOT BE ANY CLOSER THAN T <br />ro z S. O = i <br />S. 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 />EDSPIICING <br />cBnRAL8PACING <br />A <br />DOUBLE SYP 2.8 <br />12" <br />8" MAX. <br />24" O!C MAX. <br />B <br />DOUBLE SYP 2x12 <br />(2) 314' <br />8' MAX. <br />24" O/C MAX. <br />WOIST WOOD LEDGER DETAIL <br />1 0 SCALE: <br />SEE SCHEDULE FOR <br />BOND BEAM REQ. <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE <br />X-BRACING IS PRESENT AT <br />4'-0" O.C. (AT SHEATHING <br />SEAMS) <br />SECURE 2x PT. PLATE <br />TO BLK W/ 1/2" DIA <br />ANCHOR BOLT W/ 2" <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 8' <br />MIN. EMBED. AT 32' OC <br />MAX. <br />SECURE GABLE TO 2x8 <br />P.T. PLATE W/ 12d's 8' <br />O.C. MAX <br />CONT, 2x4 SECURED W/ <br />(2) 10d's 0 EACH TRUSS <br />TO BE INSTALLED 0 <br />10'll" O.C. MAX. <br />BLOCK WALL W/ GABLE END <br />` PRE-EN&D TRUSS SCALE 314"=1'-a' <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 (Fl 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, F1, AND F2 <br />FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE <br />SUBJECT TO Ft AND F2 FORCES. <br />ALTERNATE MATERIALS <br />11 SCALE 3/4"=T-9' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 A <br />o <br />Q <br />G <br />ul <br />W <br />00 <br />SUHDIV. Al. W <br />ABBOTT PARK <br />LOT #29 <br />BLK #9 <br />PROJECT* <br />04181.000-29092 <br />MODEIr <br />3EEB <br />"2260—ELSTONI1 <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />V.160 MPH EA C <br />rPDATE* 04/06/21 <br />SCALE: 1/4"=f-0" <br />SHEET <br />S3.1A <br />