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SIMPSON H6 W/ (8) 8d <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OFSTUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />SIMPSON H6 W/ <br />(8)8d COMMON NAILS <br />EACH END <br />IJOIST J LVLJ PLATE STRAPS W/ 10d x 1 <br />12" HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE 3/4"=1- <br />8" CMU WALL <br />REINF. PER PLAN <br />PER ELEVATION <br />ry �� <br />PER ELEVATION rL <br />2.4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />® 12" O.C. <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 7LONGC3"O.C.; <br />STAGGERED AS SHOWN <br />#8 WOOD SCREWS <br />DBL. 2X8 SYP #2 LEDGER. <br />x 2" LONG @ 3" O.C.; <br />SEE FLOOR JOIST LEDGER <br />STAGGERED OFF <br />SCHEDULE, 10/S3.1A <br />CENTERLINE <br />8"CMU WALL <br />AS SHOWN <br />}" X 6' TAPGONS <br />REINF. PER PLAN <br />/-314" <br />PER ELEVATION A. <br />a <br />(JOIST (SEE <br />(JOISTnG( <br />FRAMING PLAN)FRAMI <br />N <br />- <br />PER ELEVATION <br />z4 T— <br />(2) 2x4 P.T. W/ <br />DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS <br />a12"OC. <br />BOLT SCHEDULE, 10/S3.1A. <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />3 TO EXTERIOR WALL <br />iX2 <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />4 TO BEARING ON EXTERIOR WALL <br />SCALE: 3/4'=1'-0" <br />PRE-ENG GABLE TRUSS <br />20 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-0" O.C. (AT <br />STRAP TRUSS TO PL. <br />PRE-ENG <br />SHEATHING SEAMS) (BLOCKING <br />O PRE-ENG'D WOOD <br />BEE SCHED. BELOW <br />ROOF TRUSS <br />NOT SHOWN FOR CLARITY) <br />TRUSS (TYP) �24" O.C. <br />MAX <br />2X4 DIAGONAL BTM. CHORD <br />P R EL VAT ON <br />BRACING.SEEPLANFOR <br />LOCATION <br />FOR STRAPPING <br />VERIFY <br />- PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK <br />?:4. W/ TRUSS PLAN <br />'fRA=70TOP PLATE <br />5/8" GYPSUM BOARD OR 1/2" HIGH <br />W/ 12" DIA. ANCHOR BOLT W/7' <br />i <br />A-SIMPSON MTS12 <br />STRENGTH CIG. BOARD <br />4x4/4x6 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 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 6' 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 />Ilk <br />• <br />PROVIDE BLOCKING <br />o• <br />• <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 BT. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/ (2)10d's ® EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx 3' <br />12'k9" WEDGE ANCHORWIZ <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0 10'-a'O.C. MAX. <br />EPDXY 5-12" EMBED. MIN. @ 16' <br />108 10b 10c <br />OC MAX. <br />SCALE: <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />," <br />°' <br />TO PWOONNOCTION <br />• <br />A- SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. <br /># <br />S - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10dGALV. NAILS. <br />C - 2-PLV-SIMPSON VGTMDU4 U <4565 L85 VGT TO TRUSS W/ (16) <br />llW,x3"SDS, (1) 5/8"° A T.R. TO HDU4 AND (10)1/4" X 210 SIDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />SCALE: 3/4"=1'-0" <br />P08UTOOLMOON!®CIION <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 6' EXP. BOLT <br />SIMPSON ASU46Z 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/ SN' A.B. WITH MIN. i' <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/7' NAILS TO POST. <br />d N. RONALD REAGAN Bl <br />LONG WOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.abdmigngroup.com <br />AA #: 0003325 <br />a <br />df <br />q�s4�4 <br />1 unDiv. de LOT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #9 <br />PROJECT* <br />04181.000-14091 <br />moaEL <br />E401 <br />"2828—ENSLEY" <br />GARAGE EKING: <br />RIGHT <br />PAGE: <br />DETAI <br />(I—JOIS ) <br />160 H <br />SCALE: 1/4"=1'-0" j <br />S3.1B <br />