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SIMPSON H6 WI <br />(8)Sd COMMON NAILS 21STUDS REFER TO NAILING <br />SIMPSON H6 W/(S)8d EACH END <br />COMMON NAILS, EACH SCHEDULE BFSHEET <br />END EVERY STUD OR ON REFER TO NAILING ATT FOR ENT TO <br />EACH END OF "BUNDLE" SCHEDULE ON SHEET ATTACHMENT TO <br />OFSTUDS SNI FOR SUSFLOOR LEDGER BOARDS • <br />ATTACHMENT TO BL. 2X8 SYP #2 LEDGER. <br />PLYWOOD FLOOR LEDGER BOARDS SEE BOLT SCHEDULE, <br />SHEATHING 10/53.1A <br />8" CMU WALL <br />REINF PER PLAN 8" CMU WALL <br />_ = REINF PER PLAN <br />_ PER ELEVATION 1441 N. RONALD REAGAN BLVD. <br />LL PER ELEVATION LONG WOOD, FL32750 <br />C i"1 LLO +' PH: 407-774-6078 <br />ox IJOIST (SEE FAX: 407-7744078 <br />!U° N FRAMING PLAN �n 0 <br />0 ) 50 GQ www.abdesigngroup.com <br />P R ELEVATIOw - AA #:0003325 <br />P ELEVATION " z _. <br />(2) 2z4 P.T. W/ L 2X12 SYP #2 LEDGER. SEE 24" IJOIST (SEE <br />MASONRY NAILS ® 12" O.C. 2x4 P.T. CEILING FRAMING PLAN) <br />co C3BOLT SCHEDULE, 10/S3.1A. NAILER WI <br />MASONRY NAILS <br />SIMPSON SPH4/SPH6 BTM. 0 12" O.C. <br />PLATE STRAPS W/ 10d x 1 1X2 FIRE -STOP <br />IJOIST LVL V2"HDGNAILS SECTION DETAIL 1X2FIRE-STOP SECTION DETAIL <br />WALL / FLOOR FRAMING, AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL <br />�\ I -JOIST PARALLEL TO WALL r,_"TO EXTERIOR WALL r_,"�TO EXTERIOR WALL <br />5'EDGE CENTRAL <br />SPACING SPACING <br />SEE SEE BTM <br />5CHEDULE, SCHEDULE Z SEEFRAMINGPLAN <br />SEE SCHEDULE FOR 801 SIZE SEE LEDGER SCHEDULE ,dy1 <br />5117' MIN. EMBED. (TYP) <br />1. ENSURE THAT EXP. BOLTSIJ-BOLTS ARE <br />PLACED INTO GROUTED CELLS, 8" ALL AROUND <br />BOLT. <br />Z 2. END OF FRONT AND REAR LEDGER SHOULD <br />�O LAP A MIN OF 4'-0". <br />3. ALL BOLTS TO HAVE WASHERS <br />4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY <br />6 � CLOSER THAN W O/C. <br />5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" <br />(2) _ PT DIA. x 3" MASONRY SCREWS MAY BE USED, <br />LEDGER SCHEDULE <br />MARK <br />SIZE <br />BOLTSIZE <br />NOM <br />CBWWWACMB <br />A <br />DOUBLE 2x8 <br />1/7, <br />8" or. <br />16' O/C <br />B <br />DOUBLE 2x8 <br />3/4" <br />8" O/C <br />24" OIC <br />C <br />DOUBLE 2x10 <br />1/2" <br />8" O/C <br />16, O/C <br />D <br />DOUBLE 200 <br />314" <br />6' O/C <br />24" O/C <br />E <br />DOUBLE 200 <br />3/4" <br />6" OTC <br />16, O/C <br />F <br />DOUBLE 202 <br />1 3/4" <br />1 6' O/C <br />1 17 O/C <br />i���llll <br />��aun <br />o <br />ausDIV" as L AT: <br />WOOD LEDGER DETAIL <br />ABBOTT PARK <br />SCALE: 3/4"=1'-0" <br />LOT #19 <br />BLK..(��{ #9 <br />PRE-ENG GABLE TRUSS <br />O418 00 —19091 <br />2x4 BLOCKING BETWEEN TRUSSES — <br />STRAP TRUSS TO PL, <br />PRE-ENG <br />MODEU <br />AT FIRST TWO BAYS O.C. (AT <br />SHEATHING SEAMS) (BLBL <br />PRE-ENGD WOOD <br />' <br />SEE SCHED. BELOW <br />ROOF TRUSSOCKING <br />54— E301— <br />NOT SHOWN FOR CLARITY)DL,,ilDb <br />TRUSS (TYP) Q 24" O.C.2; <br />MAX <br />►�� 1{N <br />cw=twcsZ eraNa: <br />RIGHT <br />2X4 DIAGONAL BTM. CHORD <br />PFR FI FV T <br />BRACING. SEE PLAN FOR <br />LOCATION <br />FOR STRAPPING <br />pwaa." <br />SECURE 2x6 PT. PLATE TO BLK <br />VERIFY <br />j a:.. W/ TRUSS PLAN <br />]'OTp 7pp pLA� <br />PRE-ENG ROOF TRUSS <br />5/8" GYPSUM BOARD OR 1/2' HIGH <br />W/ 1/7 DIA. ANCHOR BOLT W17' <br />A- SIMPSON MTS12 <br />STRENGTH CLG. BOARD <br />4x4/4x6 SYP N0.2 <br />WASHER SET IN HIGH <br />,� <br />U c 990 LBS W/ (14)10d <br />SECURE TRUSS TO TOP PLATE W/ (2) <br />WOOD POST TO <br />DETAILS <br />STRENGTH EPDXY W MIN. <br />GALV. NAILS. <br />16d TOENAILS <br />SLAB. SEE <br />EMBED. AT 32" 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)10d <br />BELOW FOR <br />PLATE W/ 12d's 8" O.C. MAX <br />GALV. NAILS EA. STRAP <br />WOOD <br />2X4 O 2XWALL 6 W <br />D2 <br />CONNECTION <br />COFL#lN <br />V <br />BTUIS <br />DSEE <br />7239 <br />16 ii C <br />PLANS FOR SPACING. SINGLE <br />CONC POURED <br />BTM. PLATE TO BE PT. <br />LINTEL COURSE <br />PROVIDE OBL. TOP PLATE <br />PROVIDE BLOCKING <br />• o• <br />SIMPSON SPH4 OR SPH6 BTM <br />1/7' GYP. WL 80. <br />:0: <br />AND TOP PLATE ANCHORS W/ <br />10d x 1 1(1" COMMON NAILS <br />SECURE BT. PLATE TO SLAB W/ <br />L <br />CONT. 2x4 SECURED WI (2) lWs C EACH <br />FILL ALL HOLES, DO NOT USE <br />X <br />117S19" WEDGE ANCHOR W/ 7' <br />WASHER SE IN HIGH STRENGTH <br />TRUSS/WOOD POST CONNECTIONS "} <br />' <br />TRUSS TO BE INSTALLED®10-0"O.C. MAX. <br />EPDXY <br />EPDXY 5-1lY' EMBED. MIN. 16' <br />1 Oa 10b 1 Oc <br />OC MAX. <br />SCALE: 3/4' T-U' <br />GABLE END BRACING W/ PRE-ENG <br />GABLE TRUSS @ CMU WALL <br />• <br />,TO�COMM,T „ <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 />PRINT <br />52421" <br />/ / <br />C - 2-PLYSIMPSON VGTMDU4 U e 4565 L85 VGT TO TRUSS W/ (18) <br />1/4"x3"SDS, (1) 5/8"" A.T.R. TO HDU4 AND (10)1/4" X 212SOS TO POST <br />DATE: <br />SCALE: <br />TRUSS <br />CONNECTION L.B.W. <br />SHEET <br />9a gb <br />SCALE: 3/4' 1'4" <br />A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/5/8 DIA x W EXP. BOLT <br />SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/5/8 DIA. x 6' EXP. BOLT <br />w <br />"11 <br />C_SIMPSON HTTS POST ON SLAB <U:4,565 WI SWAS. WITH MIN. T' <br />• <br />EMBEDMENT TO SLAB & (26) 16d x 2-1/7NAILS TO POST. <br />