Laserfiche WebLink
USP LFTA6 W/ (16) Bd <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />(18) 8d COM.—"'"" <br />EACH END <br />FL#17244 <br />WOIST LVL-/ V'PLATE STRAPS W/tOdx1 <br />1/2' HDG NAILS FUM7239 <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-0" <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) MAX <br />2X4 DIAGONAL STM, CHORD <br />BRACING. SEE PLAN FOR <br />LOCATION FOR STRAPPING <br />VERIFY <br />SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN <br />W/ 1/2' DIA. ANCHOR BOLT W/ 2" > . <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6" MIN. <br />EMBED. AT 32" OC MAX, <br />SECURE GABLE TO 2x8 P.T. <br />PLATE W/ 12d's S' O.C. MAX <br />CONC.POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/ (2)10d'e 0 EACH <br />TRUSS TO BE INSTALLED (2 10'-0" O.C. MAX <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />8 SCALE: 3/4"=1'-0" <br />8" CMU WALL — <br />REINF PER PLAN <br />(2) 2x4 P.T. W/ - <br />MASONRY NAILS <br />a 12" O.C. <br />1X2 FIRE -STOP - <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRUBB TO TOP PLATE <br />A - USP MTN-12 U < 1195 LBS <br />W/ (14) 10d GALV. COMMON <br />NAILS. <br />B - (2)USP MTW-12 U < 2390 <br />LBS W/ (14) 10o GALV. <br />COMMON NAILS EA. <br />USP SPTH4 OR SPTH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />IOd x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />10d x3" <br />#8 WOOD SCREWS <br />x 2' LONG a 3' O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3/4' AS SHOWN <br />I <br />�j SCREW /�PATT6W <br />WOIST <br />DBL 2X12 SYP #2 LEDGER. SEE <br />BOLT SCHEDULE, 101S3.1A <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <br />PRE-ENG ROOF TRUSS <br />5/8" GYPSUM BOARD OR 11T HIGH <br />STRENGTH CLG. BOARD <br />SECURE TRUSS TO TOP PLATE w/ (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />20 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />1/2" GYP. WL. BD. <br />SECURE ST. PLATE TO SLAB W/ <br />1/2"x9" WEDGE ANCHOR WIT <br />WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/2' EMBED, MIN.0 16" <br />OC MAX. <br />wTRUSS CONNECTION @ L.B.W. <br />#B WOOD SCREWS x 2" <br />LONG C T O.C.; <br />STAGGERED <br />AS SHOWN <br />BL. 2X6 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />101S3.1A. <br />8" CMU WALL <br />REINF PER PLAN <br />P R EVATK)N II�314" <br />LLO :r SCREW PATTER" <br />08 <br />PER ELEVATION <br />24" M I -JOIST (SEE <br />2x4 P.T. CEILING FRAMING PLAN) <br />NAILER W/ <br />MASONRY NAILS <br />17 O.C. <br />1x2 FIRE-STOPSECTION DETAIL <br />AT I -JOISTS PARALLEL <br />TO EXTERIOR WALL <br />4 <br />ROOF TRUSS <br />6 SYP NO. 2 <br />WOOD POST TO <br />SLAS. <br />SLAB. SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />TRUSSNVOOD POST CONNECTIONS <br />10a 10b IOC SCALE: 3/4"=1'-T <br />7PAM TO PO8TCON4NECTION <br />A - USP MTW-12 U < 1196 LBS W/ (14) 10dGALV. COMMON NAILS. FL#17244 <br />B - USP HT W-20 U < 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 <br />C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4) lOd GALV. <br />COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d <br />COMMON NAILS BACK, (1) 5/8'" A.T.R. TO PHO4A AND (10) WS3 WOOD <br />SCREWS TO POST FL#17240/FL#172419 <br />W12 BLAB CONNECTION <br />USP PAU44 POST BASE <U:2,266 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 <br />USP PAU46 POST BASE <U:2,265 GA3,815 W/ SM DIA x 6" EXP. BOLT FL#17239 <br />C . USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" AB. WITH MIN, 7" EMBEDMENT TO SLAB <br />8 (20) 16d x 2-1/7 NAILS TO POST. FL#17324 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX:4O7.774.4078 <br />www.abdosWigroup.com <br />AA N: 0003325 <br />4 <br />8 <br />4 <br />S> mlv. a LoTt <br />ABBOTT PARK <br />LOT #30 <br />BLK. # S <br />FROMM <br />04181.000-30083 <br />>ts4 DMU. <br />3EEB <br />"2260—ELSTON" <br />0ARA08 SWING <br />RIGHT <br />PALM: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP, C <br />DATM 11/26/19 <br />0C,"X:1/4"=1'-0" <br />sxo= <br />S3.1B <br />