My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2 W CASINO RD 2022 BLDG F Plans 2025-04-07
>
Address Records
>
W CASINO RD
>
2
>
BLDG F
>
Plans
>
2 W CASINO RD 2022 BLDG F Plans 2025-04-07
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/7/2025 7:40:11 AM
Creation date
4/7/2025 7:39:47 AM
Metadata
Fields
Template:
Address Document
Street Name
W CASINO RD
Street Number
2
Tenant Name
BLDG F
Permit
B2211-070
Year
2022
Notes
BLDG F - PROPOSED REPAIR OF DAMAGED STAIRS, WALKWAY, SOFFIT
Address Document Type
Plans
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
7
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
PT 2.6 FLAT CAP rr <br /> A34,TYR®TOP o V <br /> A34 Huco <br /> & BOTT RAIL Z xr <br /> PT 2x6 FLAT CAP PT 2x6 FLAT CAP N v, <br /> HUCO <br /> RAILING TO RAILING TO <br /> MATCH EXISTING uj <br /> MATCH EXISTING C Y <br /> A34,TYP 0 TOP Z y <br /> &BOTT RAIL CD C <br /> PT GLB PT GLB <br /> z 31/2x71/2 HUCO MATCH EXIST FRIJN ILL PER 3�/2x7�/2 w\ �yJ N OC <br /> N INF EL PER INFILL PER F OR PER ARCH 6/52.0 m Gi 00 <br /> N--�� 1PT GLB INFILL PER < J <br /> 'LLS 6 S2.0 6 S2.0 w 3/2x7/2 6/S2.0 ABU66Z W/%"0x5" ABU66Z W/5/g"0x5" HUCO "a 00 <br /> ? PT GLB LAG SCREW(GALV) LAG SCREW(GALV) `- Q m N N <br /> 3�/2x7 t/2 HUCO ABU66Z W/%"Ox5" <br /> LAG SCREW(GALV) HUCO BEAM PER 3 <br /> TERMINATE RIM® PUN <br /> BEAM&ATTACH TO RUN <br /> BEAM W/(2) 16d T/SHTG <br /> TOENAILS T&B,TYP MATCH EXIST - - -- ---- - - <br /> yrL bi 6 OR PER ARCH <br /> T/SHTG BEAM PER T/SHTG <br /> PLANIA <br /> --- <br /> �� <br /> � 1 SEAL: <br /> a <br /> NOTCHED STRINGER y JOIST PER <br /> 7-7 &HGR PER PLAN PLAN,TYR g S. <br /> CASLJ <br /> C516 x 26 EPCZ <br /> BEAM PER PLAN" JOIST PER JOIST PER POST CAP <br /> (CTR® BEAM) PLAN,TYP PLAN,TYP <br /> x BEAM PER PLAN <br /> EPCZ =" HUCO 16'-0"MAX SPAN <br /> w �¢ NOTCHED STRINGER ( ) s 39519 <br /> EPCZ BEAM PER PLAN POST CAP _ & HGR PER PLANt',� axe <br /> POST CAP BEAM PER PLAN (16'-0'MAX SPAN) �a 'qj$ "LE�C1 <br /> tz <br /> ZONAL Y` <br /> HUCO (12'-0"MAX SPAN) HUCO POST PER PLAN z xo POST PER PLAN <br /> POST PER PLAN 11/4/22 <br /> TYPICAL CENTER POST&RAILING ELEVATION 2 BOTTOM OF STAIR TO RAILING END POST �,� TOP OF STAIR TO RAILING END POST OZ <br /> SCALE:1"= 1'-O" SCALE:1"= 1'-O" SCALE:1"= 1'-O" <br /> Of <br /> ✓ UJ <br /> 10d ®8"OC TO TOP RAIL <br /> &(1)®EA PICKET w <br /> PT 2.6 CAP RAIL of Lu Q N <br /> PT GLB TOP RAIL Z Z_ <br /> + W/HUCOZ EA END POST PER PLAN POST PER PLAN W 5 Z Q - <br /> 1/2"0 ATR W/8"MIN ui Q <br /> EMBED W/SET-3G EPDXY ABA66Z BASE EPB66PHDG ADJUSTABLE BASE Q <br /> EXTERIOR i* WALKWAY (E) e"CONC WALL U <br /> ---NEW OR EXIST WALL OR FILL AREA BELOW W/ w <br /> FULL-HT POST(BEYOND) Z > <br /> NON-SHRINK GROUT 0 N <br /> 2x2 PICKET(CEDAR, PTLu <br /> OR PAINTED)®51/4"OC ° LJ"J 0 <br /> I #1Ox5"WOOD SCREWS®B'bC (E)8"CONC WALL <br /> ®END PICKET TO POST/WALL " <br /> (2) 10d 0 EA PICKET I+ DRILL 2/g"0 HOLE o Q m <br /> TO HORIZ RAIL,TYP T&B I x 4"DP MIN W/ U) <br /> PT GLB TOP RAIL SET-3G EPDXY L.I_ <br /> + W/HUCOZ EA END <br /> J <br /> m <br /> PROJECT* 22-144 <br /> WOOD PICKET RAILING SECTION „_,o,_,o_„ �� POST BASE AT FLAT FOUNDATION WALL ��� POST BASE AT SLOPED FOUNDATION WALL 8 DESIGNED BY: ME <br /> SCALE:1"= 1'-0' SCALE:1"= 1'-O" AJS <br /> SCALE:1"= 1'-0' DATE: DESCRIPTION <br /> 11,04.2022 PERMIT <br /> i MATCH EXIST <br /> (MAX 5'-0"SPAN) JURISDICTIONAL STAMP: <br /> CUT DEGRADED JOISTS —CUT JOIST IF <br /> t 1'-0" DEGRADATION <br /> 2x RIM, SPAN MIN 1/2"BACK FROM 2x BLKG,TIGHT FIT EN PER PLAN <br /> (4)JOISTS, MIN F/STUDS AS REO'D EXTENDS CLOSER TO (®6x BM),TYP <br /> BLDG, PER 10/52.0 <br /> CONN PER 10/S2.0 6x10 BEAM ABU66 POST BASE AT <br /> ELEVATED WALKWAY <br /> TOPPING& TOPPING& OR 11/S2.0� ® POST <br /> WATERPROOFING + + + WATERPROOFING <br /> PER ARCH PER ARCH4_ <br /> + + + 2x RIM <br /> 1 + + <br /> i <br /> 16d END NAILS <br /> (E) FUR JOIST JOIST PER PLAN W (E) FLR JOIST 1�/"MIN JOIST PER PUN T&B INTO EA JOIST <br /> / 2 H2.5A EA JOIST SHEET TITLE: <br /> g (3) '/4"0x3"SDWS LU HANGER,TYP <br /> SCREWS, RIM TO FA JOIST BEARING (9) 10d NAILS 0 BEAM PER PUN W/ <br /> JOIST OVERLAP HUC TO POST <br /> E)EXT WALL STRUCTURAL <br /> JOIST TO MATCH EXIST SECTIONS&DETAILS <br /> (MIN 2x10® 16"OC) <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT SHEET NUMBER: <br /> BUILDING CONN AT SEVERELY DEGRADED LANDING JOISTS 10 BUILDING CONN AT SLIGHTLY DEGRADED LANDING JOISTS A� TYP BREEZEWAY FLOOR SECTION 12 S 2,� <br /> SCALE:1"= 1'-O" SCALE:1"= 1'-O" SCALE:3/4"= 1'-0" <br />
The URL can be used to link to this page
Your browser does not support the video tag.