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SIMPSON H6 W/ (8) 8d <br />COMMON NAILS, EACH <br />SIMPSON H6 W/ <br />(6)8d COMMON NAZI S <br />EACH END <br />PLATE STRAPS W/ tOd x 1 <br />10 HOG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3/4"=l'-0' <br />8" CMU WALL <br />REINF. PER PLAN <br />PER ELEVATION <br />0 <br />10 j <br />PER ELEVATION -L <br />(2) 214 P.T. W/ <br />MASONRY NAILS <br />a 17, D.C. <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 7' LONG Q 3' O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />314" AS SHOWN <br />(SEE FRAMING PLAN) <br />DBL 2X12 SYP #2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.1A. <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />3 TO BEARING ON EXTERIOR WALL <br />8" CMU WALL <br />REINF. PER PLAN <br />#8 WOOD SCREWS <br />x 2" LONG C 3' O.C.; <br />STAGGERED AS SHOWN <br />DBL, 2X8 SYP #2 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, 10/S3.1A <br />—}" X 6' TAPCONS <br />PER ELEVATION <br />IJOIST (SEE <br />_ FRAMING PLAN)I <br />PER ELEVATION <br />2X4 P.T. CEILIP <br />NAILER 1 <br />MASONRY NAZI <br />0 17- O. <br />1X2 FIRESTC <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />4 TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS <br />— <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT STRAP TRUSS TO PL PRE-ENG <br />SHEATHING SEAMS) (BLOCKING O PRE-ENG'D OC. <br />WOOD SEE SCHED. BELOW ROOF TRUSS <br />TRUSS (TYP) 0 24" . <br />NOT SHOWN FOR CLARITY) MAX <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />LOCATION FOR STRAPPING <br />VERIFY <br />SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN <br />W/ 1/2" DIA. ANCHOR BOLT W/T`L.,-?;t <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />EMBED. AT 37OC MAX. <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d% 8" O.C. MAX <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2) 10d's C 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 />V SCALE: 3l4"=1' 0" <br />TRUSS TO TOP PLATE <br />A- SIMPSON MTS12 <br />U < 990 LBS W/ (14) 10d <br />GALV. NAILS. <br />B - (2) SIMPSON MTS12 <br />U < 1420 LBS W/ (14) 10d <br />GALV. NAILS EA. STRAP <br />SIMPSON SPH4 OR SPH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />y <br />PRE-ENG ROOF TRUSS <br />518" GYPSUM BOARD OR 1/2'HIGH <br />STRENGTH CLG, BOARD <br />SECURE TRUSS TO TOP PLATE wl (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 />1/2" GYP, WL BD <br />SECURE ST, PLATE TO SLAB W/ <br />1/2W` WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2" EMBED. MIN. 0 16" <br />OC MAX. <br />�'�TRUSS CONNECTION @ L.B.W. <br />.7d DU SCALE: 3/4"=l'-U' <br />6 SYP NO. 2 <br />WOOD POST TO <br />SLAB <br />SLAB. SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION T�T FL#17239 <br />4 A.. 4AL. ,,,_ TRUSSMOOD POST CONNECTIONS <br />I V Ct I V U I V V SCALE: 3/4"=l'-0" <br />TRU88 TO POST CONNECTION <br />A - SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. <br />8 - 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 />1/4"x3'SDS, (1) 5/8"° A.T.R. TO HOU4 AND (10) 1/4" X 2 1/7 SOS TO POST <br />POST TO SLAB CONNECTION <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6" EXR BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 50 A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 A <br />F <br />U <br />�p <br />gx <br />A <br />istmDIV ac IAT <br />ABBOTT PARK <br />LOT #19 <br />BLK #12 <br />PHASE #4C <br />PROJECT/► <br />04181.04C-19121 <br />MODEIt <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WING: <br />RIGHT <br />1 PAGE: <br />DETAILS <br />(I- JOIST) <br />160 MPH EXP. C <br />