4429 SEAHURST AVE 2024-08-05 - Laserfiche WebLink

Al wags end written natural appearing Man dcon..original and bd had work of Me eegner a.may not be duplicated,used or —(E)STUD WALL d:cloead without widen consent or the designer. REVISIONS DESCRIPTION OF ' 6.J6.JowR O/�IC % lit SCREW OR BOT SIAS rAS1FNER5 GATE REVISION III I - __-.. DECK HANGER milers leID�• �� DECK BOARD PER BUILDER t5'101 FOR 4a10 1 S�YW 15 WI FOR aat7 JOIST PER PLAN - 4 LC LAC BIER J 2•LLt IRfiw or rm.10/2fIt)1 ,DSIMICE all BE MOM TO Sl.fE16 ARE U3 6a0 a5F10G S OR BOLT REDUCED TO THAT Or LAG MEWS It JRMarsree RC Aram 507 St(11) ATTACH 20 LEDOr16 TO 701 0V10 J01515. SECTION VIEW ELEVATION VIEW _ - y. END OF Drawn B - 1 PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGER J BEAM AS Checked By MIN.(2)DTTIZ WITH SDS25300 k S3.1 22x34 SCALE:1'e1'-0' EACH END OF THE DECK AND 6 OCCURS ' Job# 11x17 SCALE:2'el'.O FT.O.C. A FULLY THREADED 318' DIAMETER LAG SCREW PREDRILLED WI MIN 3" -. POST CAP PENETRATION TO CENTER OF 7[ -. TOP PLATE.STUDS.OR BEAM PER PLAN C844 COLUMN BASE HEADER. _ POST (E)STUDS , PER PLAN 1T SONO TUBE FORM TO �a1i GRADE DR 4 LATERAL HOLDOWN DETAIL 2 POST GAP DETAIL EC _0 S3.1 SCALE:1"=1'-0" 61.2 SCALE:1"=1'-0" y t . 111=111 -1 11I1-.1II-111 ` — — 11 nI IN VERTU DOWEL sc. Mil ir REINFORCEMENT PER o BALUSTERS SPACED SO THAT EXTERIOR 2X4 AT TOP AND BOT BALUSTERS SPACED SO THAT EXTERIOR2X4 AT TOP AND BOT A4'SPHERE CAN NOT PASS / OF HANDRAIL 3-1/2'OFF F.F. doA 4'SPHERE CAN NOT PASSOF HANDRAIL 3412'OFF F.F. THRU PROVIDE FB24R CLIPS EA END. THRU \ PROVIDE FB24R CUPS EA END. PROVIDE 4x4 EXTERIOR U PER PLAN PROVIDE 4x4 EXTERIOR RAILING POST @6'Wc OR PER RAILING POST @ 6'olc OR PER �" CONTRACTOR I�( DECKING 8 NAILING PER PUN en \ CONTRACTOR ( DECKING&NAJUNG PER PLAN (2)518'DLA.A307 BOLTS (DIRECTION MAY VARY) m 12)518'DIA.A307 BOLTS-, (DIRECTION MAY VARY) \. m ��. 2 TYP. DECK FOOTING DETAIL, ■ -;,tt U I �� —— RAWNG POST PER PUN.DO - '+IL'� PROVIDE SOLID BLKG ACROSS w W 53.1 SCALE:1"=1'-O" RAILING POST PER PLAN.DOa NOT NOTCH 4x4 RAILING POST kill '1I FULL DECK WIDTH @ EA. I� RAILING POST.PROVIDE CONT. 0 W NOT NOTCH 4x4 RAILING POST AT BOT. III IICL I CS16 STRAP ABV.BLKG w AT BOL 'I'll'I; I DECK JOISTS PER PLAN L I I I• ♦—� ; CAI RIM JOIST OR BEAM PER PLAN �I 2X BLOCKING wI(3)16d NAILS EA SIDE �vN/ Q BEAM PER PLAN RIM JOIST OR BEAM PER PUN AS SHOWN L.L SIMPSON THRU 1I2 OIk u) A35Z BOLTS THRU JOIST POST // SIMPSON OTT2Z wl 112'DIA 0CL POST �I//' PER PLAN BOLT PER HOEDOWN m = ,'TREAD$GOMN DECK BOARD PER PUN PERPENDICULAR TO JOISTS PARALLEL TO JOISTS 1 T Q Z Ti Q W cn PER ARCH. PER ARCH. 5 TYP. FRAMED HANDRAIL CV o W a c/) ex (S)IOd TOE-NAJL5- S3.1 SCALE:1"=1'-0" a c STRINGER TO SILL PLATE P/T 2xb SILL PLATE oil Or 1/3 the height o1 the post Beams ices must occur "d EXPANSION whichever is greater d over posts with 1.1 f2"men.bearing ANCHORS 6 48'D.G. JOIST PER PLAN Corrosion resistant, 'ruin =I I I I—II—I I metal column cap. Girder beam rn v\ 11=I1= e 1 =I1E11 STAIRRINSERCUT Follow manufacturers J ST FROM P!r 2x12 H2 Installation instructions I w / b" 4 I. a Ib"O.G.MAX. Y O (2)04 HORIZ.Tt B W t JI 11 III II III ti 45e 4 x 4 knee brace m V 2' // N GLR. / -O / (1)3/8"diameter thru-bolt or 112- • Alternate Knee Brace Detad- lag screws with washers.lop&bottom 2x4 knee brace face nailed ea side of (typical) 3 TYP. EXTERIOR WOOD STAIR FOUNDATION post and beam with 4-16d nails at each we Pressure treated face and connection wood post S3.1 SCALE:1"=1'-0" Y Approval Stamp • • 6 TYP. KNEE BRACE DETAIL S3.1 SCALE:1"=1'-0" Sheet • S3. 1