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SIMPSON HS W/ <br />(S)Bd COMMON NAILS 2x STUDS <br />SIMPSON HB W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OFSTUDS <br />FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPH8 BTM. <br />(JOIST LVL PLATE STRAPS W/ 10d. 1 <br />1?'HOG NAILS <br />WALL / FLOOR FRAMING, <br />[-JOIST PARALLEL TO WALL <br />6' CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />0 <br />0 <br />O <br />PER ELEVATION ,=L <br />M P.T. <br />MASONRY NASCHEDULE,LS <br />® 17' O.0 <br />1X2 FIRE STOP <br />REFER TO NAILING <br />SCHEULE ON SHEET <br />SNIFOR SUBFLOOR <br />ATTACHPLYWOOD <br />LEDGER BOARDSENTTO <br />LEDGER BOARDS <br />IV <br />(JOIST (SEE <br />SNI FRAMING PLAN) <br />DBL 2X12 SVP by LEDGER. SEE <br />BOLT SCHEDULE, 1053.1A. <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <br />REFER TO NAILING <br />CHEDULE ON SHEET <br />NI FOR SUBFLOOR <br />TO <br />EDGER BOARDS <br />EE BOLT SCHEULE,ER. <br />0133 A. <br />[)ATTACHMENT <br />8" CMU WALL <br />REINF PER PLAN <br />PER ELEVATION <br />OU <br />OC <br />R ELEVATION <br />(JOIST 2x4 <br />P.T. CEILING 24� (SEE <br />NAILER W/ FRAMING PLAN) <br />NAILER <br />MASONRY NAILS <br />®17' O.C. <br />1X2 FIRE -STOP SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />, TO EXTERIOR WALL <br />PRE-ENG GABLE TRUSS <br />2x4 BLOCKING BETWEEN TRUSSES <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />AT FIRST TWO BAYS 4'O•' O.C. (AT <br />PREENGD WOOD <br />SEE SCHED. BELOW <br />Nk <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 0 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />ll�\� //I <br />2X4 DIAGONAL BTM. CHORD <br />TI <br />III <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PREENG ROOF TRUSS <br />SECURE 2.6 PT. PLATE TO BLK <br />W/ TRUSS PLAN <br />7rA= TO TOP PLATE <br />5/8' GYPSUM BOARD OR 12' HIGH <br />W/ 12' DIA. ANCHOR BOLT W/ 7' <br />A- SIMPSON NITS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 9W 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 32' OC MAX. <br />B - (2) SIMPSON MTS12 <br />DOUBLE TOP PLATE <br />SCHEDULE <br />SECURE GABLE TO 218 P.T. <br />U < 1420 LBS W/ (14) 10d <br />BELOW FOR <br />PLATE W/ 12da 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 />PROVIDE BLOCKING <br />.0. <br />SIMPSON SPH4 OR SPF16 BTM <br />12' GYP. WL BD. <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 12' COMMON NAILS <br />SECURE BL PLATE TO SLAB W/ <br />CONT, 2x4 SECURED W/ (2) l0da ® EACH <br />FILL ALL HOLES, DO NOT USE <br />Q. <br />12Y9•' WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/ VOOD POST CONNECTIONS. <br />TRUSS TO BE INSTALLED®10'-0"O.C. MAX. <br />EPDXY 5-12' EMBED. MIN. 0 16' <br />4 f1.. 4 Al. 4 A" ^ <br />1 VQ 1 V V 1 Vl. u'+ <br />OC MAX. <br />SCALE: 3/4"=1'-0" , <br />GABLE END BRACING W/ PRE-ENG <br />8 <br />GABLE TRUSS @ CMU WALL=XIL <br />7Ruea7oPosrcoNNEcraN <br />6CALE: 3l4"=1'-0" <br />• <br />e <br />A - SIMPSON MTS-12 U < 9W LBS W/ (14) l0d GALV. NAILS. <br />• o <br />B - SIMPSON HTS20 U < 1310 LBS W/ (20) 1od GALV. NAILS. <br />C - 2-PLY-SIMPSON VGT/HU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />lt,',3'SDS,(1) 5/r- A.T.R. TO HDU4 AND (10)1/4" X 212' SDS TO POST <br />TRUSS CONNECTION 0 L.B.W. <br />POSTT08LAB CONNECTION <br />9a 9b <br />SCALE: 34"=V-0" <br />A&B - 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/ 5/8 DIA x 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5M' A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-12' NAILS TO POST. <br />144i N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />FM: 407-77447078 <br />FAX 407-774-4078 <br />WW"bdeslgngroup.eom <br />L AA 8: 0003325 <br />3 <br />W <br />f <br />0 <br />S <br />a <br />BLJSDIV. •a LOT: <br />ABBOTT PARK <br />LOT #21 <br />BLK #7 <br />PROJECT# <br />04181.000-21071 <br />HODEL: <br />E401 <br />"2828—ENSLEY" <br />GARAGE 8WMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH FAP. C <br />NO <br />PRINT 05 04 <br />DATE: / /21 <br />SCALE: 1/4"= V-0" <br />SHEET <br />S3.1B <br />