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SIMPSON HB W/ (8) Sd <br />COMMON NAILS, EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />IJOIST LVL <br />SIMPSON H0 W/ <br />(8)Sd COMM--1- <br />EACH END <br />PLATE STRAPS W/ 10d x 1 <br />1/2" HOG NAILS <br />WALL / FLOOR FRAMING, <br />2 I -JOIST PARALLEL TO WALL <br />SCALE: 3/4"=1' 0' <br />PRE-ENG GABLE TRUSS <br />2.4 BLOCKING BETWEEN TRUSSES <br />AT FIRST TWO BAYS 4'-T O.C. (AT SHEATHING SEAMS)(BLOCKING TRUSS(TVP)PRE-ENG'D WOOD <br />OOD O.C. <br />NOT SHOWN FOR CLARITY) <br />MAX <br />2X4 DIAGONAL BTM. CHORD <br />BRACING. SEE PLAN FOR <br />LOCATION <br />FOR STRAPPING <br />VERIFY <br />SECURE2x6PT, PLATETOBLK <br />W/ TRUSS PLAN <br />W/ 1/2" DIA. ANCHOR BOLT W/2' <br />WASHER SET IN HIGH <br />STRENGTH EPDXY 6' MIN. <br />EMBED. AT 32" OC MAX. <br />SECURE GABLE T02x8 P.T. <br />PLATE W/ 12d's 6' O.C. MAX <br />CONC. POURED <br />LINTEL COURSE <br />CONT. 2x4 SECURED W/(2) 1Ws C EACH <br />TRUSS TO BE INSTALLED ® 1014" O.C. MAX <br />GABLE END BRACING W/ PRE-ENG <br />6 GABLE TRUSS @ CMU WALL <br />SCALE: 314"=l'-0" <br />8" CMU WALL <br />REINF. PER PLAN <br />R ELEVATION A. <br />PER ELEVATION ,L <br />2.4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />0 12' O.C. <br />iX2 FIRE -STOP <br />#8 WOOD SCREWS <br />x 2" LONG 0 3" O.C.; <br />STAGGERED AS SHOWN <br />DBL. 2X8 SYP#2 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, 101S3.1A <br />8" CMU WALL <br />—� X 6" TAPCONS REINF. PER PLAN <br />PER ELEVATION s7 <br />IJOIST (SEE O� <br />FRAMING PLAN) i <br />PER EL VATI <br />24• MAx. (2) 2x4 P.T. W/ <br />MASONRY NAILS <br />a12'OC. <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />TO EXTERIOR WALL <br />3 <br />STRAP TRUSS TO PL. <br />SEE SCHED. BELOW <br />TRIM TO TOP PLATE <br />A - SIMPSON MTS12 <br />U < 990 LES W/ (14) 10d <br />GALV. NAILS. <br />B - (2) SIMPSON MTS12 <br />U < 1420 LBS W/ (14) 10d <br />GALV. NAILS EA STRAP <br />SIMPSON SPH4 OR SPH6 BTM <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/2" COMMON NAILS <br />FILL ALL HOLES, DO NOT USE <br />1Od x 6' <br />.4 ' <br />PRE-ENG ROOF TRUSS <br />5/8" GYPSUM BOARD OR 12' HIGH <br />STRENGTH CLG.BOARD <br />SECURE TRUSS TO TOP PLATE W (2) <br />16d TOENAILS <br />DOUBLE TOP PLATE <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DEL. TOP PLATE <br />PROVIDE BLOCKING <br />12"GYP. WL. BD <br />SECURE ST. PLATE TO SLAB W/ <br />12"x9" WEDGE ANCHOR W/ 2' <br />WASHER SET IN HIGHSTRENGTH <br />EPDXY 5-1/2" EMBED. MIN. @ 16' <br />OC MAX <br />TRUSS CONNECTION @ L.B.W. <br />Ss <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />.2" LONG a 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />3/4" AS SHOWN <br />IJa8T (SEE <br />FRAMING PLAN) <br />DBL 2X12 SYP #2 LEDGER. SEE <br />BOLT SCHEDULE, 10/S3.1A <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />O BEARING ON EXTERIOR WALL <br />Di <br />SCALE: 3/4"=l'-0" <br />ROOF TRUSS <br />j 1 . <br />4x4/4x6 SYP NO, 2 <br />WOOD POST TO <br />SLAB.SEE <br />SCHEDULE <br />BELOW FOR <br />CONNECTION <br />FL#17239 <br />• O' <br />.0 <br />TRUSSNVOOD POST CONNECTIONS <br />10a 10b 10C SCALE; �,=,-6, <br />TRUSS TO POST CON4EC710N <br />A-8IMPSON MTS-12 U <990 LBS W%(14) 1Od GALV. NAILS. <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"' A.T.R. TO HDU4 AND (10)1/4" X 212' SDS TO POST <br />POST TO SLAB CONNECTON <br />A&S - SIMPSON ASU44Z POST BASE <U: 1,900 G:6,600 W/518 DIA x 6' EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 6/8 DIA. x 6' EXP. BOLT <br />C - 81MPSON HTT5 POST ON SLAB <U:4,565 W Se'AB. WITH MIN. 7" <br />EMBEDMENT TO SLAB & (26) 16d x 2-12' NAILS TO POST. <br />.J. N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />5 <br />9 <br />b <br />O <br />a <br />sunDIN. AC LOT. <br />ABBOTT PARK <br />LOT #29 <br />BLK #12Hi PLIOJCT* <br />04 1.000-2912 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WING7 <br />LEFT <br />PAGE: <br />DETAILS <br />(I -JOIST) <br />160 MPH EXP. C <br />2 <br />DATE: , 9 21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S3.1B <br />