Laserfiche WebLink
SIMPSON H6 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 HB W/ <br />EACH END <br />WOIST LVLJ PLATE STRAPS W/ tOd 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 <br />PER ELEVATION ,L <br />2.4 P.T. CEILING <br />NAILER W <br />MASONRY NAILS <br />a17'OC. <br />iX2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />[STAGGERED AS SHOWN <br />#e WOOD SCREWS <br />DBL. 2X8 SYP #2 LEDGER. x 2" LONG 3" O C; <br />SEE FLOOR JOIST LEDGER STAGGERED OFF <br />CENTERLINE <br />SCHEDULE, 10/S3.1A <br />8" CMU WALL ti ._ 3/4" AS SHOWN <br />TAPCONS REINF. PER PLAN <br />2, <br />P ELEVATION3Fj <br />FRAM (SEE " IJOIST (SEE <br />FRAMING PLAN) r? FRAMING PLAN) <br />P ELEVATION <br />24• MAx (2) 2x4 P.T. W/ k' DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS BOLT SCHEDULE, 10/S3.1A <br />12 O.0 , v <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />3 scALE: 3/a"=r-Ir' <br />iX2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />BEARING ON EXTERIOR WALL(Dja <br />SCALE: 3!4"=1•A• <br />PRE-ENG GABLE TRUSS <br />2.4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL <br />PRE-ENG <br />AT FIRST TWO BAYS O.C. <br />O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />G <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />D <br />2X4 DIAGONAL BTM. CHORD <br />QL V TIC <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 />TRUSS TO TOP PLATE <br />618" GYPSUM BOARD OR 12" HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 7' <br />�^'-' <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) 10d <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 8' MIN. <br />GALV. NAILS. <br />led TOENAILS <br />SLAB. SEE <br />EMBED, AT 32" OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE T02x8 P T. <br />U < 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 />CONC. POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />Ilk <br />• <br />PROVIDE BLOCKING <br />o• <br />•o' <br />r <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2" GYP. WL. BD. <br />` <br />AND TOP PLATE ANCHORS W/ <br />SECURE BT. PLATE TO SLAB VJ/ <br />10d x 1 1/2" COMMON NAILS <br />1/2"x9" WEDGE ANCHOR W T <br />CONT. 2x4 SECURED W/(2)10d's@EACH <br />ALL HOLES, DO NOT USE <br />ioa 3" <br />WASHERx SET IN HIGH STRENGTH <br />TRUSSiVVOOD POST CONNECTIONS' <br />TRUSS TO BE INSTALLED 10'-0"O.C. MAX. <br />EPDXY 5-112" EMBED. MIN. 016' <br />1 0a 10b 10. <br />OC MAX. <br />SCALE: 3/4"=V-8' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />• <br />TRUBSTO POST CONNECTION <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 < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4"x3"SOS,(1)5/8"°A.T.R. TOHDU4 AND (10)1/4"X212"SDSTO POST <br />TRUSS <br />CONNECTION L.B.W. <br />9a gb <br />POST TO BLAB CONNECTION <br />SCALE: 3/4"=1'-8' <br />A8B - SIMPSON ABU44Z POST BASE <U: 1,900 G:5,660 W/ 5/8 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_61MP60N HTT5 POST ON SLAB <U:4,565 W/ 5/8' AB. WITH MIN. T' <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.abdesigngfoup.com <br />AA #: 0003325 <br />b <br />C <br />CNJ <br />atTSDIV. 89 LOT: <br />ABBOTT PARK <br />LOT #23 BLK. #12 <br />PHASE: 4C <br />PROJWTI/ <br />04181.04C-231 1 <br />HODBL• <br />3EEB <br />"2260-ELSTON" <br />GAP_&GZ av DMi <br />RIGHT <br />PAOB: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXP. C <br />DA 10/28/21 <br />QCALE: 1/4•=f-0" <br />aHZ= <br />S3.1B <br />