Laserfiche WebLink
SIMPSON H6 W/ (8) 8d <br />COMMON NAILS, EACH <br />SIMPSON H6 W/ <br />(8)8d COMM^" <br />EACH END <br />PLATE STRAPS W/ 10tl x 1 <br />1/7' 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 A. <br />{{ <br />PER ELEVATION <br />20 P.T. CEILING / <br />NAILER W/ <br />MASONRY NAILS <br />12" O.C. <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 7' LONG C 3" O.C.; <br />STAGGERED AS SHOWN <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, 10/S3.1A <br />8"CMU WALL <br />—�' X 6" TAPCONS REIN`. PER PLAN <br />PER ELEVATION <br />a� <br />IJOIST (SEE' o <br />FRAMING PLAN) i <br />PER ELEVATION <br />24" NAx. (2) 2x4 P.T. W/ / <br />MASONRY NAILS <br />0 12" O.C. <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />3 <br />IX2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3W AS SHOWN <br />JOIST (SEE FRAMING PLAN) <br />DBL 2X12 SYP#2 LEDGER, SEE <br />BOLT SCHEDULE, 10/S3.1A. <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />tl 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 />PRE-ENG'D WOOD <br />. <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 024" O.G.MAX <br />NOT SHOWN FOR CLARITY) <br />2X4 DIAGONAL BTM. CHORD <br />PRELEVATION <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 />7RU887b TOP PLATE <br />5/8" GYPSUM BOARD OR 1/7' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/2" <br />A -SIMPSON MT812 <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 />S - (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 WI 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 />STM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />• <br />PROVIDE BLOCKING <br />o• <br />5. <br />SIMPSON SPH4 OR SPH6 STM <br />117' GYP. WL. BD. <br />0 <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1 /2" COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONS. 2x4 SECUSTALLE <br />FILL ALL HOLES, DO NOT USE <br />10dx3" <br />1/2"x9" WEDGE ANCHOR W/7' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />@10's�EC.M <br />TRUSS TO BE INSTALLED 10'-0" O.C. MAX. <br />EPDXY 5-1/2" EMBED. MIN. 0 16' <br />1 Oa 10b 1 <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />�` <br />„,o,,„ <br />• <br />A - SIMPSON MT -12 U < 990 LBS W/ (14)10d GALV NAILS. <br />• 8 <br />B - SIMPSON HTS-20 U < 1310 LBS WI (20) lOd 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 HDU4 AND (10)1/4" X 210 SDS TO POST <br />TRUSS <br />CONNECTION L.B.W. <br />P08T70KOCONecim <br />9a gb <br />SCALE: 3/4"=1'-0" <br />A8B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/5/8 DIA. x 6' EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT <br />C _SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774.8078 <br />FAX: 407-774-4076 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />1 <br />V <br />J <br />A <br />9 <br />ti <br />re ABBOTT <br />PARK <br />LOT #25 <br />BLK 7 <br />PROJECT# <br />04161.000-25071 <br />HODEZA <br />4EHB <br />"2605—HAYDEN" <br />GARAGE BIWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />60 MPH <br />