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SIMPSON H6 W/ (8) 8d <br />COMMON NAILS, EACH <br />ENO EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON H6 W/ <br />EACH END <br />(JOIST LVLJ PLATE STRAPS W/ t0o x t <br />1/7' HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-0" <br />#8 WOOD SCREWS <br />x 7' LONG 0 3" O.C.; <br />STAGGERED AS SHOWN #8 WOOD SCREWS <br />DBL. 2X8 SYP #2 LEDGER. x 2" LONG Q 3" O.C.; <br />SEE FLOOR JOIST LEDGER STAGGERED OFF <br />SCHEDULE, 10/S3.1A CENTERLINE <br />W CMU WALL y 8" CMU WALL 3/4" AS SHOWN <br />REINF. PER PLAN }" X G' TAPCONS REINF. PER PLAN <br />PER ELEVATION PER ELEV TION <br />o WOIST (SEE o WOIST (SEE <br />8 i FRAMING PLAN) 8 s: FRAMING PLAN) <br />N nc <br />PER LEVATI P ELEVATION <br />2x4 P.T. CEILING u mm. (2) 2x4 P.T. W/ <br />DBL 2X12 SYP IKL LEDGER. SEE <br />NAILER W/ MASONRY NAILS BOLT SCHEDULE, 10/S3.1A <br />MASONRY NAILS a 12" O.C. <br />® 12" O.C. <br />1X2 FIRE -STOP 1X2 FIRESTOP <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />3 SCALE: 374"=1'-0 <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />TO BEARING ON EXTERIOR WALL <br />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 />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />O <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 2c6 PT. PLATE TO SLK <br />;�.. W/ TRUSS PLAN <br />7'RlISB 701)pp pL/L7E <br />5B" GYPSUM BOARD OR VZ' HIGH <br />W/ 1Y2" DIA. ANCHOR BOLT W/7' <br />�Y• <br />A-SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO.2 <br />WASHER SET IN HIGH <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 37' OC MAX. <br />B - (2) SIMPSON MTS12 <br />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/ 12d8 's " O.C. 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 />• <br />PROVIDE BLOCKING <br />o• <br />:0 <br />SIMPSON SPH4 OR SPH6 BTM <br />1/7' GYP. WL BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/7' COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED WI(2)tOd'sQEACH <br />FILL ALL HOLES, DO NOT USE <br />1PY'x9" WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONSi, <br />TRUSS TO BE INSTALLED 10'-0" O.C. MAX. <br />10tlx3" <br />EPDXY 5-1/7' EMBED. MIN. 0116" <br />1 0a 10b 10c , <br />OC MAX. <br />SCALE: 3/4"=T-9' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS Q CMU WALL <br />$ SCALE: 3/4'=1'-0' <br />L <br />A - SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. <br />..!, <br />B - 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 />TO HDU4 AND (10)1/4"X 212"SDS TO POST <br />TRUSS CONNECTION L.B.W. <br />PUTT LASCONIw" <br />9a gb <br />SCALE: 3/4' 1'-0" <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 <U:2,300 G:10,335 W/ 5/8 DIA. x U' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 6M' AS. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA M. 0003325 J <br />� <br />rr <br />0. <br />9L73DIV. de LOT: <br />ABBOTT PARK <br />LOT #12 <br />BLK #11 <br />PROJECT# <br />04181.000-12111 <br />MODEIa <br />3EFB <br />"2447—ROBIE" <br />GAMAGE 81I7JG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH W. co, <br />L A D A ABO <br />AR NO 9 <br />mmmm <br />= 05/24/21 <br />az�ET <br />S3.1B <br />