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SIMPSON H6 W/ (8) 8d <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />(8)8d COMMON NAILS <br />EACH END <br />JJOIST LVLJ PLATE STRAPS W/ tOtlx 1 <br />1/2" HOG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-6' <br />PRE-ENG GABLE TRUSS <br />2x4 FIRST <br />BETWEEN TRUSSES <br />AT FIRST TWO <br />BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) MAX <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />SECURE 2x6 PT. PLATE TO BLK <br />W/TRUSS PLAN <br />W/ 12" DIA. ANCHOR BOLT W/ Z' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />EMBED. AT 32' OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d'• Er'O.C. MAX <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2.4 SECURED W/ (2)1 OBs 0 EACH <br />TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />0 SCALE: 3/4"=1'1Y' <br />8" CMU WALL— <br />REINF PER PLAN <br />0 <br />z <br />(2) 2x4 P.T. W/ — <br />MASONRY NAILS <br />a 12" O.C. <br />1X2 FIRE-STOP- <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRUSS TO TOP PLATE <br />A - SIMPSON MTS12 <br />U < 990 LEIS W/ (14)10d <br />GALV. NAILS. <br />B - (2) SIMPSON MTS12 <br />U < 1420 LBS W/ (14) 1 Od <br />GALV. NAILS EA. STRAP <br />SIMPSON SPH4 OR SPH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SNI FOR SUBFLOOR <br />ATTACHMENT TO <br />LEDGER BOARDS <br />(JOIST (SEE <br />FRAMING PL <br />DBL 2X12 SYP#2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.1A. <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <br />J <br />SCALE: 3/4"=1'-0' <br />V <br />4 <br />1 1♦ • � <br />PRE-ENG ROOF TRUSS <br />516. GYPSUM BOARD OR 1Y2" 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 />12" GYP. WL. BD <br />SECURE ST. PLATE TO SLAB W/ <br />ItZ'c9" WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-12" EMBED. MIN. 0 16' <br />OC MAX. <br />TRUSS CONNECTION @ L.B.W. <br />Sga9bSCALE, 3/4"=l'-9' <br />REFER TO NAILING <br />SCHEDULE ON SHEET <br />SN1 FOR SUBFLOOR <br />ATTACHMENT TO <br />LEDGER BOARDS <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />10/S31A <br />6' CMU WALL— <br />REINF PER PLAN <br />S 5$m�V <br />REL ATION mZ <br />2x4 P.T. CEILING <br />24" M I -JOIST (SEE <br />FRAMING PLAN) <br />NAILER W/ 14444 <br />MASONRY NAILS [All I.El <br />a 12' O.C. <br />IX2 FIRE -STOP <br />SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />TO EXTERIOR WALL <br />4 <br />SCALE: 3/4"=1' 0" <br />ROOF TRUSS <br />4x4/4x6 SYP NO, 2 <br />WOOD POST TO <br />SLAB.SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />O• <br />:0: <br />TRUSS/WOOD POST CONNECTIONS <br />10a 10b 10c SCALE:34"=1'-O" <br />TRUS8 TO POST CONNECTION <br />A- SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. <br />6 - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4k3"SDS, (1) 5/9" A.T.R. TO HDU4 AND (10)1/4" X 212" SDS TO POST <br />POST TO SLAB CONNECTION <br />A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIN x W EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6" EXP. BOLT <br />C - SIMPSON H775 POST ON SLAB <U:4,565 W/ 5/6' A.S. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26)16d x 2.1/2" NAILS TO POST. <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abda•Igngroup.com <br />AA M: 0003326 <br />g <br />Zs <br />Z <br />� <br />Q <br />9 <br />R <br />SUDDry & LiOT <br />ABBOTT PARK <br />LOT #32 <br />BLK #11 <br />IPIWJZCT <br />04181.0 6-32112 <br />MODELa <br />4EHB <br />"2605— HAYDEN" <br />GARAGE OWn4a: <br />RIGHT <br />PAOE: <br />DETAILS <br />(I —JOIST) <br />60 MPH <br />DATIM 04/19/21 <br />8CAIM: 1/4"= V-0" <br />sFIEET <br />S3.1B <br />