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IF <br />SIMPSON H6 Wl <br />(8)8d COMMON NAILS 2x STUDS <br />S MPSON H6 Wl (8) 8d EACH END <br />I <br />COMMON NAILS, EACH <br />ENO EVERY STUD OR ON <br />EACH END OF "BUNDLE' <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />It <br />It <br />SIMP N SPH4/SPH6 BTM. <br />I -JOIST LVLl PLATSOSTRAPS Wl 10d x I <br />1,7, HOG NAILS <br />WALL FLOOR FRAMING, <br />I -JOIST PARALL <br />#8 WOODSCREWS <br />. , LONG @ 3!'O.C.; <br />STAGGERED AS SHOWN <br />DBL 2X8 SYP #2 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, 10/S3 IA <br />9'CMU WAL.L <br />REINF. PER PLAN J"X 6"TAPCONS <br />PER ELEVATION <br />. vz <br />PER ELE <br />2X4 P,T. CEILING 24� MAX. <br />NAILER Wl <br />MASONRY NAILS <br />@ 12" OICI <br />lX2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />#8 WOOD SCREWS <br />x Z'LONG C 3!'O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3tVAS SHOWN <br />R E I 4F'.CPMEUR WP LAALNL <br />PER ELEVAT <br />-JOIST (SEE <br />g Fi FRAMING PLAN) <br />PER ELEVATION -L <br />I <br />(2) 2x4 PT. Wl DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS BOLT SCHEDULE, 10/S3. IA <br />0 12" O.C. <br />FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />_`�TO BEARING ON EXTERIOR WALL <br />SCALE: 31,f'=I'-W <br />PRE-ENG GABLE TRUSS <br />214 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL <br />PRE-ENG <br />AT FIRST TWO SAYS 4'-U'O.C. (AT <br />PRE-ENG*D WOOD <br />SEE SCHEID. BELOW <br />ROOFTRUSS— <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) @ 24 O.C� <br />NOT SHOWN FOR CLARITY) <br />MAX <br />2X4 D:AG NAL BTM. CHORD <br />0 <br />PER ELEVATION <br />BRAC NG. SEE PLAN FOR FOR STRAPPING <br />LOCATION VERIFY <br />PRE-ENG ROOF TRUSS <br />W1 <br />SECURE Z16 PT. PLATE TO BUK TRUSS PLAN <br />5M,GYPS <br />TRUSS TO TOP PLATE GYPSUM BOARD OR 112'HIGH <br />Wl IrZ'DIA. ANCHOR BOLT W/ Z' <br />A - SIMPSON MTS12 STRENGTH CLG. BOARD <br />44/46 SYP NO. 2 <br />WASHER SET IN HIGH <br />T, <br />U < 990 URS Wl (14) 10d SECURE TRUSS TO TOP PLATE W (2) <br />WOO" POSTTO <br />STRENGTH EPDXY 6" MIN. <br />GALV. NAILS. 16d TOENAILS <br />SLAB SEE <br />EMBED. AT 32" OC MAX. <br />8 - (2) SIMPSON MTS12 DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE To a8 P,T, <br />U � 1420 (14) 10d <br />L86 Wl <br />_4V BELOW FOR <br />PLATE Wl 12d. 91 0 C. MAX <br />GALV. NAILS EA. STRAP 2x4 OR 2K6 WOOD BEARING <br />CONNECTION <br />WALL Wt SYP No 2 STUDS SEE <br />FL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC.P RE <br />STM. PLATE TO BE PT� <br />LINTEL C URS <br />PROVIDE DBL. TOP PLATE <br />PROVIDE BLOCKING <br />IN <br />S MPSON SPH4 OR SPH6 BTM lrTGYP. WL. SO, <br />:o: <br />AND TOP PLATE ANCHORS Wl <br />SECURE BT. PLATE TO SLAB Wl <br />CONT. 2x4 SECURED Wt (2) 10d's 0 EACH <br />10d x 1 IrZ'COMMON NAILS IrZ'W' WEDGE ANCHOR W/ T <br />FILL ALL HOLES, 00 NOT USE WASHER SET IN HIGH STRENGTH <br />10d T' <br />TRUSS TO BE INSTALLED 0 19-G' O.C. MAX. <br />x <br />EPDXY 5-1rTEMBED. MIN. 0 16' <br />OC MAX. <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />TRUSS TO POST OONN ECTION <br />A SIMPSON MTS-12 U: 990LBSWI(14) OdGALV.NAILS, <br />B:SI PSONHTS-20U 1310U3SW/(20I)l0dGALV.NAILS. <br />C _ 2-PMLY-SIMP90N VGT/HDU4 U � 4565 UBS VGT TO TRUSS Wl (16) <br />1'4,��TSDS, (1) 518"' A.T.R. TO HDU4 AND (10) 1W X 2 IrT SIDS TO POST <br />POST TO SLAB CONNECT]ION <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA, x 6'EXP. BOLT <br />SIMPSON ABU46Z POST 13ASE �U:2.300 G:10,335 Wl 6/8 DIA x 6'EXP, BOLT <br />C - SIMPSON HTT5 POST ON SLA13 <UA 565 W1 5e'AB. WITH MIN. r' <br />EMBEDMENT TO SLAB & (26)16d. 2-;/Z' NAILS TO POST. <br />i N. RONALD REAGAN SL <br />LONGWOOD, FIL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />XOM us <br />I K x <br />0 <br />X <br />L <br />SUBDIV. a&c LWO . <br />ABBOTTPARK <br />LOT #10 <br />BLK #12 <br />PHASE 4C] <br />P3Ftoi]CCT# <br />04181.04C-10121 <br />MODET— <br />E401 <br />"2828- ENSLEY" <br />GAMAGE SWU40: <br />LEFT <br />PACE: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXP. C_j <br />FPRINT 12/07/21 <br />DATE: <br />SCALE: 1/4"=l'-0" <br />SHEET <br />S3. IB <br />