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 />(JOIST LVL <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS <br />EACH END <br />PLATE STRAPS W/ 100 x 1 <br />1/2" HOG 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 L <br />y <br />PER ELEVATION <br />(2) Z A P.T. W/ <br />MASONRY NAILS <br />12' O.C. <br />#8 WOOD SCREWS <br />x Z' LONG ® 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />314" AS SHOWN <br />(JOIST (SEE <br />FRAMING PU <br />DBL 2X12 SYP#2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.1A <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />3 TO BEARING ON EXTERIOR WALL <br />SCALE: 3/4"=1'-0" <br />#8 WOOD SCREWS <br />x 7' LONG C W O.C.; <br />STAGGERED AS SHOWN <br />VP#2LEDGERSEE FLOOR JOISTLEDGR <br />SCHEDULE, 10/S3. to8" CMU WALL [D__S <br />REINF. PER PLAN—}" X 6" TAPCONS <br />PER ELEVATION <br />c ,� (JOIST (SEE <br />FRAMING PLAN) <br />PER ELEVATION <br />2.4 P.T. CEILING P4• MAx. <br />NAILER W/ <br />MASONRY NAILS ; y <br />a 17' O.C. <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE: 3/4"=1- <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS #-Y' 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.CMAX <br />NOT SHOWN FOR CLARITY) <br />e <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 216 PT. PLATE TO BLK <br />W/TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/Z' HIGH <br />W/ 1/7' DIA ANCHOR BOLT W/ Z' <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)100 <br />SECURE TRUSS TO TOP PLATE wl (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 />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 2,1 P T. <br />U < 1420 LEIS W/ (14)10d <br />BELOW FOR <br />PLATE W/ 12tl's B" 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 />•o• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2" GYP. WL. BD. <br />.o . <br />AND TOP PLATE ANCHORS W/ <br />SECURE ST. PLATE TO SLAB WI <br />10d x 1 1/7' COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />12"19' WEDGE ANCHOR W/ 2" <br />CONT. 2x4 SECURED W/ (2)10Bs @ EACH <br />10dx 3" <br />WASHER SET IN HIGH STRENGTH <br />POST CONNECTIONS <br />TRUSS TO BE INSTALLED Q 19-0"O.C. MAX. <br />EPDXY 5-1/7' EMBED. MIN. 16' <br />4 n..S(��TRUSS/WOOD <br />I V Q <br />OC MAX. <br />SCALE 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />,Russ TOPOSTtcTION <br />. <br />A-SIMPSON MTS-12 U-990 LBS W/(14)10d GALV. NAILS. <br />• ' <br />B - SIMPSON HTS-20 U < 131O LBS W/ (20) lOd GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1W4 la'SDS, (1) 5/8'" A.T.R. TO HDU4 AND (10) 1/4" X 21/7' SOS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />POST TO SLAB CONNECTION <br />9a gb <br />SCALE: 3/4"=1'A" <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5M DIA x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x 6" EXP. BOLT <br />C - SIMPSON HTTS POST ON SLAB <U.4,565 W/ 5/9' AS. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26)16d x 2-1/2" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAY, 407-774-407S <br />www.abdesigngmup.com <br />AA #: 0003325 <br />F <br />� <br />h <br />Z <br />O <br />11LL�11 <br />_ <br />a <br />W <br />tm34, <br />U <br />WU, <br />stmDm a. Mr. <br />ABBOTT PARK <br />LOT 6 <br />BLOCK 7 <br />PHASE 2B <br />PROJMT# <br />04181.02B-06071 <br />MODEIA <br />E401 <br />"2828—ENSLEY°' <br />GARAGE 9MRNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I— JO IS T) <br />160 MPH EXP. C <br />PRINT DATE: 03 30 22 <br />SC ALE: 1/4"=1'— 0" <br />SHEET <br />S3.1B <br />% <br />