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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 />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON H6 W/ <br />(8)8d COMM—'- n - <br />EACH END <br />IJOIST LVLJ PLATE STRAPS W/ 10tl x 1 <br />1/2' HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-0" <br />8" CMU WALL <br />REINF. PER PLAN <br />PER ELEVATION <br />PER ELEVATION <br />2x4 P.T. CEILING <br />NAILER Wl <br />MASONRY NAILS <br />C 12" O.C. <br />1X2 FIRESTOP <br />#8 WOOD SCREWS <br />x 2" LONG C 3" O.C.; <br />STAGGERED AS SHOWN <br />#8 WOOD SCREWS <br />DBL. 2X8 SYP p2 LEDGER. <br />x 2" LONG a 3' O.C.; <br />SCHEDULE, 10/S3.tA <br />Ir SEE FLOOR JOIST LEDGER <br />J' X 6" TAPCONS <br />STAGGERED OFF <br />CENTERLINE <br />8"CMU WALL ' : /-314"ASSHOWN <br />REINF. PER PLAN nn� <br />"Y <br />PER ELEVATION <br />/ <br />IJOIST (SEE <br />u� <br />Q � 5 <br />P IJOIST (SEE <br />FRAMING PLAN) <br />z <br />FRAMING PLAN) <br />PER ELEVATION <br />(2) 2x4 P.T. W/ <br />DEL 2X12 SYP #2 LEDGER. SEE <br />24• Max <br />MASONRY NAILS <br />a 12" O.C. <br />BOLT SCHEDULE, 101S3.1A. <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />3 TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />1X2 <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />4 TO BEARING ON EXTERIOR WALL <br />SCALE: 3/4 <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 <br />0 PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) 024" O.C. <br />MAX <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEVATION <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />TRIM TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 2' <br />A -SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />44/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />�a <br />U <990 LBS W/ (14)10d <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS, <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32' OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8 RT, <br />U < 1420 LBS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12d's WOO MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <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 />Ilk <br />•O• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />i/2" GYP. WL. BD, <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />SECURE BT. PLATE TO SLAB WI <br />CONT. 2x4 SECURED W/ (2)10d's ® EACH <br />FILL ALL HOLES, DO NOT USE <br />10d x 3" <br />12"x9" WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSSNVOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED ® 10'40" O.C. MAX. <br />EPDXY 5-1/2" EMBED. MIN. 0 16' <br />Oa Ob OC <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />,,n PMcOmmmim <br />O SCALE: 3/4"=1'-0" <br />• <br />'a• <br />A-SIMPSON MTS-12 U <990 LBS W/(14) lGd GALV. NAILS. <br />• 8 <br />B - SIMPSON HTS-20 U c 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 21/7' SOB TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />_ �,- <br />9a 9b <br />SCALE: 3/4"=T-0" <br />PW7J1B D81, <br />A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE N:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT <br />C -SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7' <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />9 <br />F <br />lxAlall k T <br />PARK <br />LOT #12 <br />BLK 9 <br />pito=CT# T <br />04181.000-12091 <br />MODEIs <br />4EHB <br />"2605— HAYDEN" <br />GAI"GE awns: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I— JOIST) <br />60 MPH <br />17 <br />NO <br />SCAM 1/4"=1'-0" <br />9Iiffia'T <br />s3.1B <br />