Laserfiche WebLink
SIMPSON H6 W/ (8) 8d <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 H6 Wl <br />(8)8d COMM <br />EACH END <br />(JOIST -----j LVL-/ PLATE STRAPS W/ 10d x 1 <br />1/7' HDG NAILS <br />WALL / FLOOR FRAMING, <br />0-I—lo <br />IST PARALLEL TO WALL <br />SCALE: 3/4"=1'-0" <br />8" CMU WALL <br />REINF. PER PLAN <br />PER ELEVATION <br />a <br />V <br />PER ELEVATION <br />2.4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />a 1TOC. <br />1X2 FIRESTOP------/ <br />#8 WOOD SCREWS <br />x 2" LONG C 3" O.C.; <br />STAGGERED AS SHOWN <br />#8 WOOD SCREWS <br />OBL2X8 SYP #2 LEDGER. <br />x 7'LONG Q 3" O.C.; <br />SEE FLOOR JOIST LEDGER <br />I <br />STAGGERED OFF <br />SCHEDULE, 10/S3.1A <br />CENTERLINE <br />3/4" AS SHOWN <br />}" X 6' TAPCONS <br />e"CMU WALL,.; <br />REINF. PER PLAN <br />�Y <br />PER ELEVATION <br />WCIST (SEE <br />—mac (JOIST (SEE <br />FRAMING PLAN) <br />'� Im ? <br />ry m <br />—''Ik FRAMING PLAN) <br />PER ELEVATION <br />DBL 2X12 SYP #2 LEDGER. SEE <br />24' MAX. <br />MASONRY NAILS <br />a 17.0 C. <br />BOLT SCHEDULE, 10/S3.1 A. <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />3 TO EXTERIOR WALL <br />SCALE: 3/4"=1' 0' <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />,)TO BEARING ON EXTERIOR WALL <br />`F SCALE: <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT STRAP TRUSS TO PL. PRE-ENG <br />SHEATHING STRUSS (TYP) @ 24" O.C. <br />EAMS) (BLOCKING PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS <br />NOT SHOWN FOR CLARITY) MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD PER TI N <br />BRACING. SEE PLAN FOR <br />LOCATION FOR STRAPPING <br />VERIFY PRE-ENG ROOF TRUSS <br />W/ <br />SECURE 2x6 PTPLATE TO BLK TRUSS PLAN TRRU88 TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH <br />. STRENGTH CLG. BOARD <br />W/ 1/7' DIA. ANCHOR BOLT W/ 7' A- SIMPSON MTS12 40/44 SYP NO. 2 <br />WASHER SET IN HIGH U <990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO <br />STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE <br />EMBED. AT 32' OC MAX. B- (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE <br />SECURE GABLE TO 2xe P.T. U < 1420 LEIS W/ (14) 1 Od BELOW FOR <br />PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION <br />WALL W/ SYP No 2 STUDS SEE FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC.POURED <br />LINTEL COURSE BTM. PLATE TO 8E PT. <br />PROVIDE DBL. TOP PLATE <br />• o• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM tIY' GYP. WL BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ <br />FILL ALL HOLES, DO NOT USE WASH WEFT IN HIGH <br />wi r' TRUSSNVOOD POST CONNECTIONS <br />CONT. 2x4 SECURED W/ (2) lOd's EACH FILL <br />x 3, WASHER SET IN HIGH STRENGTH <br />TRUSS TO BE INSTALLED 10'-0" O.C. MAX. 10dEPDXY 5-1r7EMBED. MIN. 0 16' 1 Oa 10b 1 OC SCALE: 3/a"=1'-0" <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />%GABLE TRUSS @ CMU WALL TRuss7DPos7coNNEcnoN <br />SCALE: 3/4"=1'-0' <Q• - A- SIMPSON MTS-12 U - 990 LBS W/ (14) lOd GALV. NAILS. <br />• E • 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'k3'SDS, (1) 5/&` AT.R. TO HDU4 AND (10) 1/4" X 2 1/2" SDS TO POST <br />TRUSS CONNECTION @ L.B.W. POST TO$LAO CONNECTION <br />SCALE: 3/4"=T-0" A8B- SIMPSON ASU44Z POST BASE N: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 HTT5 POST ON SLAB <U:4,565 W/ 5/6' AB. WITH MIN. 7" <br />EMBEDMENT TO SLAB 8 (26)16d x 2-12' NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.a bdealgngrouP.Com <br />AA #: 0003326 <br />b <br />p <br />C <br />sVHDIV lk LOT <br />ABBOTT PARK <br />LOT #23 <br />BLK. #9 <br />Fa0i CT�v <br />04181.000-23091 <br />MODRU <br />3EEB <br />"2260-ELSTON" <br />GARAGE avmva: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXP. C <br />I <br />1 SCALE: 1/4••=1'-0- 1 <br />S3.1B <br />