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SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE' <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH6 BTM. <br />]JOIST LVL PLATE STRAPS W/ 10d x 1 <br />12"HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3/4'=T-0' <br />#8 WOOD SCREWS <br />STAGGERED AS SHOWN <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, 101S3.1A <br />8" C E WALL T. ; <br />REINF. PER PLAN }" X 6" 7APCONS <br />;p <br />:,r <br />PER ELEVATION <br />(JOIST (SEE <br />rc? FRAMING PLAN) <br />PER ELEVATION <br />2x4 P.T. CEILING 2C MAX <br />NAILER W/ <br />MASONRY NAILS <br />®1r' O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />, TO EXTERIOR WALL <br />�SCALE:34"=1'-0 <br />#8 WOOD SCREWS <br />x 2' LONG @ W O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />W4" AS SHOWN <br />8" CMU WALL <br />REINF. PER PLAN ;1. <br />PER ELEVATION <br />v WOIST (SEE <br />N z FRAMING PLAN) <br />PER ELEVATION <br />(2) 2x4 P.T. W/ .''+ <br />MASONRY NAILS DBL 2X12 SYP #2 LEDGER. SEE <br />J . BOLT SCHEDULE, 10/53.1A. <br />17. O.C. <br />y <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />1 TO BEARING ON EXTERIOR WALL <br />4 SCALE: 3/4"=l'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-PREWOOD <br />SHEATHING SEAMS) (BLOCKING <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />NOT SHOWN FOR CLARITY) TRUSS (TYP) C 24" O.C. <br />MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD-VATION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 216 PT. PLATE TO BLK WJ TRUSS PLAN <br />TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH <br />W/ 12" DIA. ANCHOR BOLT W/7' <br />A- SIMPSON MTS12 STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO, 2 <br />WASHER SET IN HIGH-}j <br />U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS, 16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32' OC MAX. <br />B - (2) SIMPSON MT812 DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's W O.C. MAX <br />GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />CONNECTION <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL TOP PLATE <br />PROVIDE BLOCKING <br />0• <br />SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. <br />ANO TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ <br />CONS. SECUREDtOds®EACH <br />FILL ALL HOLES, DO NOT USE 12'Sc9" WEDGE ANCHOR W/ 2' <br />10dx3„ WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TOED <br />TRUSS TO BE INSTALLED 10'-0" O.C. MAX. <br />EPDXY 5.12" EMBED. MIN. C 16" <br />1 0a 10b 1 0c <br />OC MAX. <br />SCALE: 3/4' T-0" <br />GABLE END BRACING W/ PRE-ENG <br />� GABLE TRUSS @ CMU WALL <br />•' <br />TO POST <br />0 SCALE: 3/4"=7F <br />°^. <br />a•,. <br />A-SIMPSON MTS-12 U <990 LBS W/(14)10d GALV. NAILS. <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C_2-PLY-SIMPSON VGTMDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 12" BIDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />9a 9b <br />POST TO SLAB CONNECTION <br />SCALE: 3/4"=l'-0" <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA x W EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ SM DIA. x 6" EXP. BOLT <br />C_SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 (26)16d x 2-12" NAILS TO POST, <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngmup.com <br />AA #: 0003325 <br />El <br />a <br />rim <br />atMDlV & LOOT <br />ABBOTT PARK <br />LOT #17 <br />BLK. #9 <br />04181.000-17091 <br />MODEli <br />3EEB <br />"2260-ELSTON" <br />GARAGE ar►MG: <br />RIGHT <br />PAGR: <br />DETAILS <br />(I -JOIST) <br />ya MP <br />