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SIMPSON HB WI <br />(8)Bd COMMON NAILS 2x STUDS #8 WOOD SCREWS <br />8 MPSON H6 Wl (8) 8d EACH END x 2" LONG C 3" O.C.; <br />COMMON NAILS, EACH STAGGERED AS SHOWN #8 WOOD SCREWS <br />END EVERY STUD OR ON DBL. 2X8 SYP #2 LEDGER. x 2" LONG C 3" O.C.; <br />EACH END OF "BUNDLE" SEE FLOOR JOIST LEDGER STAGGERED OFF <br />OF STUDS SCHEDULE, 101S3.1A CENTERLINE <br />8" CMU WALL 8" CMU WALL E 3/4" AS SHOWN <br />PLYWOOD FLOOR �^ X e" TAPCDNS <br />SHEATHING REINF. PER PLAN 1. REINF. PER PIfW /•1. <br />IONPER ELETELEVATION <br />WOIS7 (SEE 1.1015T (SEE <br />n 0 v? FRAMING PLAN) ! i FRAMING PLAN) <br />PER ELEVATION BER ELEVATION <br />" 2x4 P.T. CEILING 24 MAX (2) 2x4 P.T. WI DBL 2X12 SYP #2 LEDGER. SEE <br />NAILER W/ MASONRY NAILS BOLT SCHEDULE, 10/S3.1A <br />MASONRY NAILS 12. O.C. y <br />017 O.C. <br />p. <br />Cl <br />IX2 FIRE -STOP .. 1X2 FIRE -STOP <br />WOIST LVL_/ PLATE STRAPS W/10d x1 <br />1/2" HDG NAILS <br />WALL / FLOOR FRAMING, <br />1-JOIST PARALLEL TO WALL <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />3 SCALE: 3/4"=1'•0" <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />TO BEARING ON EXTERIOR WALL <br />4 SCALE: 3/c=r-a' <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE -ENO <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 />0 <br />r �N, <br />2X4 DIAGONAL BTM. CHORD <br />PER TI <br />8RACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 P7. PLATE TO BLK <br />- W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 12" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 7 <br />.,,; y, <br />A - SIMPSON MT812 <br />STRENGTH CLG BOARD <br />4x414x6 SYP NO 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W/ (14) 10d <br />SECURE TRUSS 70 TOP PLATE W/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY6'MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. A7 32" OC MAX <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2x8P.T. <br />U a 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 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONIC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />. <br />PROVIDE BLOCKING <br />Q. <br />.0 <br />SIMPSON SPH4 OR SPHB BTM <br />12" GYP. WL. BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONS. 2x4 SECUREDEACH <br />FILL ALL HOLES, DO NOT USE <br />10d <br />1/7'x9" WEDGE ANCHOR W/7' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLLEDED( 19-0'0'-0" O.C. MAX <br />x7' <br />EPDXY 5-12" EMBED. MIN. @ 16' <br />1 Oa 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 />6 <br />,,,�„p, <br />SCALE: 34"=1'-0' <br />a• • • <br />A-SIMPSON MTS-12 U <990 LBS W (14) 10d GALV. NAILS. <br />• ' . <br />8 - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U < 4665 LBS VGT TO TRUSS W/ (16) <br />1/4"xYBDS,(1)SIB-A.T.R. TOHDU4 AND (10)i/4"X 217SDS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />9a gb <br />PMTO SLAB fXM1ECnON <br />SCALE: 314"=lAY' <br />A&B - SIMPSON ABU44Z POST BASE -U:1,900 G5,6W W/ 5/8 DIA x E' EXP. BOLT <br />SIMPSON ABU48Z POST BASE <U:2,300 G:10,335 W 5/8 DIAL x 6' EXP. BOLT <br />C - SIMPSON HT75 POST ON SLAB <U:4,565 W SW A.B. WITH MIN. 7" <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/7 NAILS TOPOST. <br />alp <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdes04mup.00m <br />AAA: 0003325 <br />b <br />1� <br />c <br />Ll <br />—LL..) <br />ounDiv. ac Lom <br />ABBOTT PARK <br />LOT #6 <br />BLK #14 <br />PHASE #4C <br />PnojmT# <br />04 1. 4C-0 14 <br />moDmu <br />4EHB <br />"2605— HAYDEN" <br />GARAaa sr DM* <br />RIGHT <br />1PAC M <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />