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SIMPSON H6 W/ <br />(8)8d COMMON NAILS 2x STUDS <br />SIMPSON H6 W/ (8) 8d EACH END <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />i <br />SIMPSON SPH4/SPH6 BTM. <br />IJOIST LVL PLATE STRAPS W/ 10d x 1 <br />12"HOG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE:34"=1'-0 <br />#8 WOOD SCREWS <br />x 7' LONG a 8' O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3/4" AS SHOWN <br />8" CMU WALL <br />REINF. PER PLAN <br />PER ELEVATION <br />IJOIST (SEE' <br />z FRAMING PLAN) <br />r - PER ELEVATION <br />(2) 2x4 P.T. W/ r / DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS BOLT SCHEDULE, 10lS3.1A. <br />� 12" O.C. !? y, <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />TO BEARING ON EXTERIOR WALL <br />`� SCALE: 314"=l'-0" <br />ImmwIl <br />#8 WOOD SCREWS <br />STAGGERED AS SHOWN <br />SYP #2 LEDGER. <br />SEE FLOOR DBE. FLOOR JOIST LEDGER <br />SCHEDULE, 10/S3.tA <br />8" CMU WALL <br />REINF. PER PLAN t. }" X 6' TAPCONS <br />PER ELEVATION <br />o $ (JOIST (SEE <br />z FRAMING PLAN) <br />PER ELEVATION <br />2x4 P.T. CEILING YN'. 24" MAX. <br />NAILER W/ <br />MASONRY NAILS ? p <br />12" O.C... <br />1X2 FIRE -STOP <br />t <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />4 SCALE:34"=1'0 <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 O PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />&MI, <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 24" O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />Q <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEVATION J141 I <br />BRACING. SEE PLAN FOR <br />FOR STRAPPING <br />LOCATION <br />VERIFY <br />PRE{NG ROOF TRUSS <br />,I <br />SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN <br />TRUSS TO TOP PLATE 5M. GYPSUM BOARD OR 1/2' HIGH <br />W/ 1!2' DIA. ANCHOR BOLT W/ Z' `.,; <br />A- SIMPSON MTS12 STRENGTH CLG. BOARD <br />4x4/4x6 SYP NO. 2 <br />WASHER SET IN HIGH <br />U < 990 LBS W! (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) <br />WOOD POST TO <br />STRENGTH EPDXY 6' MIN. <br />GALV. NAILS. 16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 37' OC MAX. <br />B -12) SIMPSON MTS12 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/ 12ds 8' O.C. MAX <br />GALV. NAILS EA STRAP 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 />'O• <br />PROVIDE BLOCKING <br />SIMP90N SPH4 OR SPH6 BTM 12" GYP, WL. BD. <br />• o <br />AND TOP PLATE ANCHORS Wl <br />tOd x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ <br />C <br />CONS. 2x4 SECURED's� EACH <br />FILL ALL HOLES, DO NOT USE 12'k9" WEDGE ANCHOR W/ 2' <br />10dx 3" WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS ) <br />TRUSS TO BE INSTALLLED <br />ED@ G 10'-0" O.C. MAX , <br />EPDXY 5-1/7' EMBED. MIN. 0 16' <br />.1 <br />08 10b I OCi <br />OC MAX. <br />SCALE: 3/4"=1'-0" <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />°' <br />8 <br />TRUSS TO POET CONNECTION <br />• <br />A- SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. <br />• # <br />B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. <br />C -2-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) <br />1/4'X3"SDS, (1) 5/8" AT.R. TO HDU4 AND (10) 1/4" X 2 1/7' SDS TO POST <br />TRUSS CONNECTION @ L.B.W. <br />n n:. <br />POET TO SLAB CONNECTION <br />SIMPSON ABU44Z POST BASE <U: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 6' EXP. BOLT <br />C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5!8' A.B. WITH MIN. T' <br />EMBEDMENT TO SLAB 8 (26) 16d x 2-12" NAILS TO POST. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />W <br />sp <br />O <br />U <br />al <br />c <br />rpp <br />d <br />4) <br />V <br />Q <br />A T57T °PAV <br />LOT #13 <br />BLK #13 <br />PHASE #413 <br />PROJECT# <br />04181.04B-13131 <br />1LODEIt <br />E401 <br />"2828—ENSLEY" <br />OARAOE SWUM: <br />LEFT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />r ARcHrrF-CT. P <br />'l 1 <br />PRINT <br />DATE: 02 07 22 <br />SCALE: 1/4"=1'- O" <br />SHEET <br />S3.1B <br />