Laserfiche WebLink
SIMPSON H6 W/ (8) Bd <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 COMM^" <br />EACH END <br />(JOIST LVL—/ PLATE STRAPS W/ 10d x 1 <br />lfZ HDG NAILS <br />WALL / FLOOR FRAMING, <br />I -JOIST PARALLEL TO WALL <br />2 SCALE: 3/4"=1'-0" <br />8" CMU WALL <br />REINF. PER PLAN <br />PER ELENATION <br />PER ELEVATION <br />2x4 P.T. CEILING <br />NAILER W/ <br />MASONRY NAILS <br />a 17, O.C. <br />1X2 FIRE -STOP <br />#8 WOOD SCREWS <br />x2"LONG @3"O.C.; <br />AS SHOWN <br />#8 WOOD SCREWS <br />DBL. 2X8 SYP 02 LEDGER. <br />x 2" LONG @ 7O.C.; <br />[STAGGERED <br />SEE FLOOR JOIST LEDGER <br />STAGGERED OFF <br />SCHEDULE, 10/831A <br />CENTERLINE <br />3/4" AS SHOWN <br />J' X 6' TAPCONS <br />8"CMU WALL <br />REINF. PER PLAN <br />L' <br />PER ELEVATION <br />IJOIST (SEE' <br />'" <br />(JOIST (SEE <br />FRAMING PLAN) <br />r <br />z <br />FRAMING PLAN) <br />PER ELEVATION <br />24 <br />(2) ZK4 P.T, W/ <br />DBL 2X12 SVP 12 LEDGER. SEE <br />MASONRY NAILS <br />a 17' O.C. <br />BOLT SCHEDULE, 10/S3.tA. <br />SECTION DETAIL AT <br />I -JOIST PARALLEL <br />3 TO EXTERIOR WALL <br />SCALE: 3/4'=T- <br />iX2 FIRE -STOP <br />SECTION DETAIL AT <br />I -JOIST PERPENDICULAR <br />G)jq BEARING ON EXTERIOR WALL <br />SCALE: 3/4"=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 4-9- O.C. (AT <br />Q 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) <br />MAX <br />2X4 DIAGONAL BTM. CHORD <br />PER ELEVATIO <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 />• r c W/ TRUSS PLAN <br />TRIM T070P PLATE <br />5/8" GYPSUM BOARD OR 117' HIGH <br />W/ 1/2" DIA. ANCHOR BOLT W/ 7' <br />�' a . <br />A- SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />44/46 SYP NO. 2 <br />WASHER SET IN HIGH <br />,A <br />U < 990 LBS W/ (14)1 Od <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 37' 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) 16d <br />BELOW FOR <br />PLATE W/ 12d's 6' O.C. MAX <br />GAL. 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 />•o• <br />PROVIDE BLOCKING <br />SIMPSON SPH4 OR SPH6 BTM <br />1/2" GYP. WL. BD. <br />o <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1/7' COMMON NAILS <br />SECURE ST. PLATE TO SLAB W/ <br />CONT. 2x4 SECURED W/(2)10d's @ EACH <br />FILL ALL HOLES, DO NOT USE <br />10dx 3' <br />1/7h9" WEDGE ANCHOR WIZ' <br />WASHER SET IN HIGH STRENGTH <br />TRUSS/VIIOOD POST CONNECTIONS <br />TRUSS TO BE INSTALLED 0101-0" O.C. MAX. <br />EPDXY 5_i17' EMBED. MIN. 0 16' <br />OC MAX <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALLNOT <br />8 <br />,,,o,,, <br />SCALE: 3 4"=1'-0" <br />• <br />a• <br />A - SIMPSON MTS-12 U < 990 LBS W/ (14) l0d 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" A.T.R. TO HDU4 AND (10)1/4" X 21/7' SDS TO POST <br />TRUSS <br />CONNECTION @ L.B.W. <br />PoerTOUM00sBECRON <br />.7q .7U <br />SCALE: 3/4"=1'-0" <br />A&B - SIMPSON ABU44Z POST BASE <UA,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 & (26) 16d x 2-1/2'NAILS TO POST, <br />i"I N. RONALD REAGAN BLVD. <br />LONGWOOD. FL32780 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />VA"Abdesigngroup.com <br />AA #: 0003328 J <br />� <br />F <br />f <br />lmunDIV. as I.OT: <br />ABBOTT PARK <br />LOT #26 <br />BLK. #12 <br />3plt0jwcT# <br />04181.000-26121 <br />UODEXA <br />3EEB <br />"2260—ELSTON" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(I —JOIST) <br />160 MPH EXRt C <br />B <br />t \j4A NO 93723 J <br />F-PRINTDA 8/14/21 <br />SCALE: 1/4"=1'-0" <br />SI'[ET <br />S3.1B <br />