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 />S_COMMnu.,n c <br />EACH END <br />PLATE STRAPS W! 10d x 1 <br />12" HOG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-V' <br />#8 WOOD SCREWS <br />x 2" LONG Q 3' O.C.; <br />#8 WOOD SCREWS <br />STAGGERED AS SHOWN <br />x 7 LONG @ 3' O.C.; <br />DBL. 2X8 SYP #2 LEDGER. <br />STAGGERED OFF <br />SEE FLOOR JOIST LEDGER <br />CENTERLINE <br />3/4" AS SHOWN <br />SCHEDULE, 10/S3.1A <br />8"CMU WALL <br />ro .,. <br />6' CMU WALL <br />J' X &' TAPCONS <br />REINF. PER PLAN <br />j5.' <br />REINF. PER PLAN <br />PER ELEVATION <br />PER ELEVATION <br />Q <br />IJOIST (SEE <br />0 8 <br />(JOIST (SEE <br />z _ <br />FRAMING PLAN) <br />N ? <br />FRAMING PLAN) <br />PER ELEVATION <br />PER ELEVATION <br />(2) 2x4 P.T. W/ <br />w r: <br />DBL 2X12 SYP #2 LEDGER. SEE <br />2x4 P.T. CEILING <br />+' <br />Z4" MAx. <br />MASONRY NAILS <br />0 12" O.C. <br />1X2 FIRE -STOP <br />BOLT SCHEDULE, 10/S3.1A. <br />NAILER W/ <br />MASONRY NAILS <br />1T O.C. <br />1X2 FIRE -STOP <br />,.. <br />SECTION DETAIL AT SECTION DETAIL AT <br />I -JOIST PERPENDICULAR I -JOIST PARALLEL <br />TO BEARING ON EXTERIOR WALL r,�TO EXTERIOR WALL <br />3 SCALE: 3 4 =1'-0 4 SCALE: 3/4"=1'-0" <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 <br />e WOOD 'O <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24 ' O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <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 />2x6 PT. PLATE TO BLK <br />BL <br />W/ TRUSS PLAN <br />TRUSS TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/7' HIGH <br />WSECURE / <br />1/2" DIA. ANCHOR BOLT 2" <br />A -SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x V4x6 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 />8 - (2) SIMPSON MT812 <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 W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />214 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 />PROVIDE BLOCKING <br />•O• <br />SIMPSON SPH4 OR SPH6 BTM <br />12" GYP. WL. BD. <br />o • <br />AND TOP PLATE ANCHORS W! <br />10d x 1 12" COMMON NAILS <br />SECURE 8i. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2) 1 Od's ® EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx 3" <br />12'k9" WEDGE ANCHOR W! 2" <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 010'L"O.C. MAX. <br />EPDXY 5-12"EMBED. MIN. 016" <br />.I <br />Oa 10b IOCi <br />OC MAX. <br />SCALE: <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°` <br />8 <br />TRuss7oPosrcoNNEcrION <br />SCALE: 3 4"=1'-0" <br />• <br />a• <br />A - SIMPSON MTS12 U <990 LBS W/ (14) 10d GALV. NAILS. <br />• >t <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. <br />C-2-PLYSIMPSON VGTIHOU4 U < 4565 LBS VGT TO TRUSS W/ (16) <br />1/4N3"SDS, (1) 5/B'- A.T.R. TO HDU4 AND (10) 1/4" X 2 1/I' SOS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />POSTTO SLAB CONNECTION <br />9a 9b <br />SCALE: 3/4"=1'-0" <br />A&B -SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x &' EXP. BOLT <br />SIMPSON ABU46Z POST BASE cU: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' A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA N: 0003326 <br />F <br />O <br />� <br />C <br />A <br />C <br />[PROJECT# <br />unDIV. Ae LOT.ABBOTT PARK <br />LOT #13 <br />BLK #12 <br />PHASE 4C <br />04181.04C-13121 <br />MODZU <br />4EHB <br />"2605—HAYDEN" <br />OARAOE SlMG. <br />RIGHT <br />PAOE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />D w ' 02/08/22 <br />scALE: 1/4"=1'-0" <br />8*1ZET <br />S3.1B <br />