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SIMPSON HB W/ <br />(8)Bd COMMON NAILS 2x <br />#8 WOOD SCREWS <br />SIMPSON H6 W/ (8) Bd <br />STUDS <br />EACH END <br />x 2" LONG Q 3" O.C.; <br />COMMON NAILS, EACH <br />SAGGERED ASS <br />#8 WOOD SCREWS <br />END EVERY STUD OR ON <br />DBL. X8 SYP #2 LEDGER. <br />x 2" LONG 3" O.C.; <br />EACH END OF "BUNDLE" <br />FOOR JOIST LEDGER <br />STAGGERED OFF <br />OF STUDS <br />SCHEDULE, 10B3.1A <br />[.T.E.I'L <br />CENTERLINE <br />PLYWOOD FLOOR <br />SHEATHING <br />8" GMU WALL <br />RONF. PER PLAN <br />��' 6" TAPCONS <br />8" CMU WALL <br />REIN". PER PLAN — <br />3/4" AS SHOWN <br />PER ELEVATION <br />PER FILEVATION <br />2.4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />al 2' <br />17' O.C. <br />1X2 FIRE -STOP <br />IJOIST —� LVLJ PLATE STRAPS W/ 10d x 1 <br />1/2" HDG NAILS <br />WALL / FLOOR FRAMING, <br />2 I -JOIST PARALLEL TO WALL <br />SCALE: 3/4"=1'-0' <br />PER ELEVATION <br />? (SEE FRAMw <br />IJOIST (SEE <br />FRAMING PLAN) FRAMING PLAN) <br />PER E ATON <br />24• MAX (2) 2x4 PT W/ t' DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRNAILS BOLT SCHEDULE, 10/S3.1A <br />al 7O.C. <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />3 TO EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />iX2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />4 TO BEARING ON EXTERIOR WALL <br />PRE-ENG GABLE TRUSS <br />2.4 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) ® 24" O C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />u. <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEA ION <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 />TRILM TO TOP PLATE <br />5/8" GYPSUM BOARD OR 12" HIGH <br />W/ 12' DIA. ANCHOR BOLT W/ 7'-.;; <br />k <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 e" MIN. <br />GALV. NAILS. <br />led TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE T02x8 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />2x4 OR 2x8 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 />• o• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPHB BTM <br />12" GYP. WL BD. <br />O' <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 10d's EACH <br />FILL ALL HOLES, DO NOT USE <br />10d x3" <br />1/2'W' WEDGE ANCHOR W/ 7 <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/VIIOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'-P'O.C. MAX <br />EPDXY 5-1/7' EMBED. MIN. Q 1&' <br />1 Oa 10b 1 Oc <br />OC MAX <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°' <br />8 <br />TRLINTO PW CONNECTION <br />SCALE: 3 4"=7' 0 <br />• <br />a• <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br />e E <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U < 4S65 LBS VGT TO TRUSS W/ (16) <br />1 /4"x3"SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10)1/4" X 212" SDS TO POST <br />CONNECTION @ L.B.W. <br />-TRUSS <br />,.O,�,,D„ <br />SCALE: 3/4"=1'-0" <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 QS660 W/ 5/8 DIA x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6" EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB 4U:4,565 W/ 5/8" AB. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (20) led x 2-12" NAILS TO POST. <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />q <br />0 <br />a <br />111111111 <br />LIJ <br />SLJSDIV. 16 IATs <br />ABBOTT PARK <br />LOT #2 <br />BLK #14 <br />PHASE #4C <br />PROJWT# <br />04 B .04C-02141 <br />MODIn, <br />4EHB <br />"2605- HAYDEN" <br />GARAGE OWDM. <br />RIGHT <br />PAGE <br />DETAILS <br />(I- JOIST) <br />%160 MPH EXP. C <br />