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SIMPSON H6 W/ <br />(8)Sd COMMON NAILS 2x STUDS <br />SIMPSON HS WI (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON SPH4/SPHS BTM. <br />IJOIST LVL PLATE STRAPS W/ 10d x 1 <br />1/2"HOG NAILS <br />WALL / FLOOR FRAMING, <br />WOIST PARALLEL TO WALL <br />2 SCALE: 3 4"=1'-0 <br />.3".- <br />#8 WOOD SCREWS 1 <br />x 7' LONG ® 3' O.C.; <br />STAGGERED OFF = <br />CENTERLINE <br />3/4" AS SHOWN <br />8" CMU WALL 1 <br />REINF PER PLAN <br />PER ELEVATION4 <br />C1 — SCREW PATTERN <br />0 yJ�p IJOIST (SEED= <br />m0= �L�I FRAMING PLAN) <br />K'- <br />PER EL <br />(2) 2x4 P.T. WI DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. <br />a 1T O.C. <br />1X2 FIRE -STOP <br />SECTION DETAIL <br />AT I -JOISTS PERPENDICULAR <br />TO EXTERIOR WALL <br />SCALE: 3/4" 1'-0 <br />#B WOOD SCREWS x 2" <br />STAGGERED C <br />AS SHOWN <br />1 <br />DBL. 2X8 SYP #2 LEDGER. <br />SEE BOLT SCHEDULE, <br />1N631A. <br />1 <br />CMU WALL REINF PER PLAN <br />PER ELEVATION 4« <br />�r SCREW PATTERN <br />00 <br />Kw <br />PER ELEVATION <br />24" M IJOIST (SEE <br />2x4 P.T. CEILING FRAMING PLAN) <br />NAILER W/ <br />MASONRY NAILS <br />Q 17' O.C. <br />1 X2 FIRESTOP <br />SECTION DETAIL <br />AT I -JOISTS PARALLEL <br />A TO EXTERIOR RIOR WALL <br />SCALE: 3/4"=1'-a' <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'D WOOD <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 />0 <br />f�\\ <br />2X4 DIAGONAL BTM. CHORD <br />P VA <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 />TRL=TO TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2' HIGH <br />W/ 1/2'DIA. ANCHOR BOLT W/7' <br />A -SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x8 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 32' OC MAX. <br />B -(2) SIMPSON MTS12 <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 />2x4 OR 2X6 WOOD BEARING <br />WALL W/ SYP Na 2 STUDS SEE <br />CONNECTION <br />FLk17239 <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 />1IL x 1 COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />ZZ <br />{r. <br />B <br />CONS. 2x4 SECURED 0d's ®EACH <br />L H <br />FILL ALL HOLES, DO NOT USE <br />10d x 3' <br />IIZW' WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />� {� <br />TRUSS/WOOD POST CONNECTION <br />LED 0 <br />TRUSS TO BE INSTALLED 10'-0" O.C. MAX. <br />EPDXY 5-1Z EMBED. MIN. 0 16' <br />1 Oa 10b 1 Oc <br />OC MAX. <br />SCALE' 3l4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />8 <br />GABLE TRUSS @ CMU WALL <br />4- <br />TRU88 TO POET CONNECTtoN <br />SCALE: 3/4"=1'-U' <br />e <br />4• <br />A-SIMPSON MTS-12 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-PI YSIMPSON VGT/HDU4 U e 4565 LBS VGT TO TRUSS W/ (16) <br />1/4'k3"SDS, (1) 5/8"° A.T.R. TO HOU4 AND (10)14' X 2 1R" SDS TO POST <br />TRUSS <br />CONNECTION L.B.W. <br />PM TO 8LAB CONNECTION <br />9a 9b <br />SCALE: 3/4"=1'-9' <br />A&B - SIMPSON ABU44Z POST BASE N:1,900 G5,660 W/ 5/8 DIA x 6" EXP. BOLT <br />SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 8" EXP. BOLT <br />C - SIMPSON HT75 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB & (26)16d x 2-1/7' NAILS TO POST. <br />M N. RONALD REAGAN BI <br />LONGWOOD,FL32760 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.com <br />AA Y: 0003326 <br />2Wf <br />4 <br />aUNDM e& TAT: <br />ABBOTT PARK <br />LOT #38 <br />BLK #12 <br />Pnon=T <br />04181.000-38121 <br />MODEX& <br />4EHB <br />"2605— HAYDEN" <br />GARAGE BVMCG: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />60 MPH EXP. <br />