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SIMPSON H8 W/ (8) Sd <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 HOW <br />(B)Bd COMMON NAIL A <br />EACH END <br />IJOIST J LVL- PLATE STRAPS W/ tOd x 1 <br />1/2" HOG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3l4"=1'-0' <br />8" CMU WALL <br />REINF. PER PLAN <br />R ELEVATION <br />PER ELV I <br />2.4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />O 12 O.C. <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED AS SHOWN <br />DBL. 2X8 SYP#2 LEDGER. I <br />SEE FLOOR JOIST LEDGER <br />-SCHEDULE, 10/S3.1A <br />—}" X 6" TAPCONS 8" CMU WALL <br />REINF. PER PLAN <br />PER L VATI <br />IJOIST (SEE <br />FRAMING PLAN) <br />P - ION <br />24• MAx. (2) 2x4 P.T. W/ <br />MASONRY NAILS <br />a12'OC. <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />J <br />SCALE: 3/4"=1'-0' <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x2"LONG Q3"OC.; <br />STAGGERED OFF <br />CENTERLINE <br />314" AS SHOWN <br />FOIST (SEE <br />FRAMING PLAN) <br />DBL 2X12 SYP #2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S9.1A <br />SECTION DETAIL AT <br />WOIST PERPENDICULAR <br />TO BEARING ON EXTERIOR WALL <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 />PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) ®24" 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 />TRU88 TO 70P PLATE <br />5/8" GYPSUM BOARD OR 12' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/2' <br />'-"j, <br />A - SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x414.6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LSS W/ (14) 10d <br />SECURE TRUSS TO TOP PLATE wl (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6"MIN. <br />GALV. NAILS. <br />18d 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 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 <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 />0• <br />:o: <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x i 1/2" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/(2)10d's�EACH <br />FILL ALL HOLES, DO NOT USE <br />10tlx3" <br />1/2'x9" WEDGEANCHORW/2' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10-0"O.C. MAX <br />EPDXY 5-1/2" EMBED. MIN. ® 19' <br />1 OE3 10b 1 OCi <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°' <br />$ <br />TRIAIS <br />SCALE: 3/4"=1'-0' <br />• <br />a• <br />A- SIMPSON MTS-12 U < 900 LEIS 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 />1/4"0"SDS,(1)5/8-A.T.R. TOHDU4 AND(10) I9'X212'SDS TO POST <br />%Y-TRUSS <br />CONNECTION @ L.B.W. <br />PCBTTOBLABCONNEC11ON <br />`tea `emu <br />SCALE: 3(4"=V4' <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 WY 5/8 DIA. x T EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 G.10,335 W/ M DIA x 6' EXP. BOLT <br />C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST, <br />•1 N. RONALD REAOAN SLVD. <br />LONGWOOD, FL32780 <br />PH: 407.774-6078 <br />FAX:407.774.4078 <br />ww W.abdwlgngroup.00m <br />AA #: 0003325 J <br />Y <br />O <br />LlF <br />sUDDlV. at IAT <br />ABBOTT PARK <br />LOT #39 <br />BLK #7 <br />PROJWT# <br />4181. 00-3 071 <br />HODZ U <br />4EHB <br />"2605—HAYDEN" <br />GARA0Z BWDrG: <br />RIGHT <br />PALM: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />3N <br />DA & 09/21/21 <br />sCAIM: 1/4"=f-0" <br />siucw <br />S3.1B <br />