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• <br />SIMPSON H6 W/ <br />(8)Bd COMMON NAILS 2x STUDS <br />SIMPSON HIS W/ (8) 8d EACH END <br />COMMON EACH <br />END EVERY STUD OR ON <br />EACH END OF "BUNDLE" <br />OF STUDS <br />PLYWOOD FLOOR <br />SHEATHING <br />co <br />SIMPSON SPH4/SPH6 BTM. <br />IJOIST LVL PLATE STRAPS W/ 10d x 1 <br />1/2"HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3W=T-Cr' <br />#8 WOOD SCREWS <br />x 2" LONG @ 3" O.C.; <br />STAGGERED AS SHOWN <br />FLONAILS, <br />DBE. SYP #2 LEDGER. <br />SEE FLOOR JOIST LEDGER <br />SCHEDULE, 101S3.1A <br />8"CMU WALL <br />REINF. PER PLAN �� ' X 6' TAPCONS <br />PER ELEVATION <br />IJOIST (SEE <br />FRAMING PLAN) <br />PER ELEVATION <br />2x4 P.T. CEILING 2s MAX. <br />NAILERWI <br />MASONRY NAILS �. y <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />Q TO EXTERIOR WALL <br />SCALE:34"=1'-0" <br />#8 WOOD SCREWS <br />x 7' LONG @ 3" O.C.; <br />STAGGERED OFF <br />CENTERLINE <br />8" CMU WALL 3/4" AS SHOWN <br />REINF. PER PLAN <br />PER ELEVATION <br />- o - v WOIST (SEE <br />n m 3 FRAMING PLAN) <br />PER ELEVATION <br />2 2x4 P.T. W/ <br />() DBL 2X12 SYP #2 LEDGER. SEE <br />MASONRY NAILS BOLT SCHEDULE, 101S3.1A. <br />® 12" O.C. <br />�-� <br />1X2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />A TO BEARING ON EXTERIOR WALL <br />`* SCALE: 3/4"=l'-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 <br />PRE-ENG'D WOOD <br />SEE SCHED. BELOW <br />ROOF TRUSS <br />SHEATHING SEAMS) (BLOCKING <br />TRUSS (TYP) 24" O.C. <br />NOT SHOWN FOR CLARITY) MAX <br />0 <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEVATION <br />BRACING. SEE PLAN FOR FOR STRAPPING <br />LOCATION I <br />VERIFY <br />PRE-ENG ROOF TRUSS <br />SECURE 2x6 PT. PLATE TO BLK - WI TRUSS PLAN <br />TRUSS TO TOP PLATS 5/6' GYPSUM BOARD OR 1/2' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/2" <br />A - SIMPSON MT612 STRENGTH CLG. BOARD <br />44/46 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 32' OC MAX. <br />B - (2) 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/ 12d,s B" O.C. MAX <br />GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING <br />CONNECTION <br />WALL W/ SYP No 2 STUDS SEE <br />rL#17239 <br />PLANS FOR SPACING. SINGLE <br />CONC.POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE DBL. TOP PLATE <br />• 0• <br />PROVIDE BLOCKING <br />SIM0• <br />SPHB BTM 12" GVP. WL. BD. <br />SPH4PLAT <br />` <br />AND TON <br />AND TOP PLATE ANCHORS W/ <br />A <br />tOd x 1 1/2" COMMON NAILS SECURE BT. PLATE TO BLAB W/ <br />CONT. 2.4 SECURED W/ (2)10d's EACH <br />FILL ALL HOLES, DO NOT USE 12'k9" WEDGE ANCHOR W/ 2' <br />1Odx 3" WASHER SET IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 10'-0" O.C. MAX. <br />EPDXY 5-1/2" EMBED. MIN. (916' <br />.1 <br />1 Oa 10b 1 OCi <br />OC MAX. <br />SCALE: 3/4"=1'-O" <br />GABLE END BRACING W/ PRE-ENG <br />�1 GABLE TRUSS @CMU WALL <br />°' <br />TRUBBTOPosTCMONNECT,oN <br />0 SCALE: 314"=1'-0" <br />• <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 />1/4N3"SDS, (1) SIB" AT.R. TO HDU4 AND (10)1/4" X 212" SIDS TO POST <br />TRUSS CONNECTION L.B.W. <br />9a gb <br />POST TO SLAB CONNECTION <br />SCALE: 3/4"=l'-0" <br />ABB - 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/ 5/6' AB. WITH MIN. 7' <br />EMBEDMENT TO SLAB 8 (26)16d x 2-1/7' NAILS TO POST. <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA S: 0003325 <br />b <br />U <br />CCC,-fill <br />a <br />8UBDIV Se LOOT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #13 <br />PHASE #4B <br />PROJECT* <br />04181, 048-14131 <br />MODEL: <br />3EFB <br />"2447— ROBIE" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXP. C <br />F, ARCHrrWrs <br />29 <br />a � 10/26/21 <br />8CALZ:1/4" = P-0" <br />SHEET <br />S3.1B <br />