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Hardware and fasteners in contact with '
preservative -treated wood shall be of
hot -dipped zinc galvanized steel, •
stainless steel, silicon bronze or copper. I
In the absence of manufacturer's •
recommendations a minimum of ASTM A 653 I
type G185 zinc -coated galvanized steel, or
equivalent, shall be used. I
IRC R317.3.1 IBC 2304.10.5.1
n 2 ()L._ c_�d% Vf> Ck--N
Residential Guards (Guardrails
e ufr ot Vie 21 International Resrdenlial Code (IRC) with
Y4 ilibir il- Sl iile Arlswndenenta.
op. deew Wnrdwv noa• pWd ! QL—
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Gfada w vea level ---
Pave twhgh
G' A ePtura 431w' nairlVet
rawrlwt Puss trayM
Figure 1: Guard Elevation (IRC R312)
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
/I INSIDE
\OUT
CONS I RUC I ION.LLC
LIC#: INSIDOC886JR
4031-168 TH St. SW
Lynnwood, WA 98037
(206) 353-4937
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Handrails Provide a graspable surface along stairs
Applicable Code: 2018 IRC Section 311 7 8 34' IQ
•rodr�
Wi
_y
hen Required: Handrails shall be Provided on at least
one side of each continuous run of treads or flight with four
or more risers
Height: 34' - 38' Figure 1. Handrail height i
Continuity: Handrails shall be conlinuous for the full
length of the stairs and handrails ends shall be d=1 1 `4` MIN
returned or terminate in newel posts or safety 2" MA d
terminals Handrails shall have a space of not less
than t W between a wall and the handrail
(See Figure 1)
Size: i - Figure 2 Circular handrail
• Circular handrails shall have a diameter of TOTAL PERIMETER
1 '/' - 2' (See Figure 2) 4' MIN
6 1 /4" MAX
i
• Noncircular
No noncircular handrail shall have a _
perimeter less than 4' (See Figure 3) i _ Fiigu, 3_Nonckudar handrail
tf the perimeter is 4- - 6 'A- shall have a PFRIMETf R > 6 t /4'
maximum cross section of 2'A' (See 1 1/4' eft. 2 V4' WX
Figure 3) ` #
If the perimeter is greater than 6 '4' shalt g
have a graspable finger recess area on
hnih SO" as scin
etian
City Of
Edmond§ (see Figure 4.)
Building
Department
Work
DECK
Address 1045 DALEY ST
Owner
JONES
-------------------
Approved Date
-------
2/10/2023
Building Official Dcr7txrzrm#L
p4iiizcc
Permit Number BLD2023-0037
Figure 4 Noncircufar handrail,
i with recess
1;2',2a.2 � Jl P`,
RESUB
Feb 06 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2023-0037
211
I I
I I
R
ALUMMININ
UM
POST I
I
I I
I I
I I
RA-BP5X5
(BASEPLATE)
FS-5/16-18XO2.00FLATrORX
ANCNOR ATTACHMENT OPTIONS:
(A) FS-3/BX05.00HEXIAG
(B) FS-WA-3/BX03.75-304
RA-BP5X5X.375 TO POST ASSEMBLY DETAIL
SIDE NEW
5.000
TOP NEW
`A -PT
1LUMINUM POS�_P
RA -NC ALUMINUM POST
RA-BP5X5 (NYLON BO RA-BP5X5X.375
(BASEPLATE) CAP COVET (BASEPLATE)
STRUCTURAL
(WASH CONCRETE OR ice(
SURFACE i ( 1 STRUCTURAL
1 SURFACE
---ice d ---
c .
FS-HEXLAG (S¢" MIN. EMBED) FS-WA-304 (2%" MIN. EMBED)
RESUB
Feb 06 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
RA-CW
(WASHER)
MIN
2736
%3
TW ig
RA-BP5X5X.375 DETAIL r 1 SURFACE MOUNT I» a I RA-BP5X5Xa75 PLACQAET ENT BA85
rr .a I fools Ir..l'd
_rfT OPDONS AND DETAILS
6.000 '� 5.440
} I II I II
IL, a
3 (A) LAG BOLT (B) CONCRETEa (C) THRU BOLT
Y°" WELD a TOP NEW a lOP NEW ANCHOR BOLT W MIN. BACKING
TYPICAL 2.792 1TW NEW (236" MIN. EMBED)
5.000 lOP NEW
I II I I� I I I I I II I II
I II I I o I I o o I II
CI
I II I I
SIDE NEW
SIDE NEW SIDE NEW =___________
"POST
SIDE NEW RA-FMB-OC-08 RA-FMB-IC-06 -- -- -- --
1. OFF SEF OUTSIDE CORNER
L(FF SET DOUBLE POST CORNER -WELDED CORNER
90' RA_FMg_INT-Ofi FASCIA NNT BRACKET
FMPB-6' 1' OFF SET INSIDE
(FOR CABLE RAIL AND CONCRETE CORNER 1' OFF SET INTERMEDIATE sae lx CORNER F.15SCIA NNT BRN:KET
CONDITIONSI FASCIA MNiFASCIA B��C�� aese I» RA -FMB PLACEMENT DETAILS
sae I» role I» sae IX'n'd
(Z1- OFFSET FASCIA MOUNT BRACKET - POST ATTACHMENT OPTIONS AND DETAILS
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CLIENT NAME:
DRAWN BY: Y.L.
REV NO.
DATE:
ISSUED BY P4GE
NUMBER
W.G
P.S. SB11
DATE: 11-14-2019
1
03-20-2020
JOB NAME:
PAGE NAME:
CHECKED BY: W.G
2
06-16-2022
APPROVED BY:
3
MOUNTING OPTIONS
SCALE:
q
Note:®This document has been developed and created by AS&D. Information contained herein cannot be used unless specifically permitted in writing by AS&D
RESUB
BLD2023-0037 Feb 06 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
RA—TR600
RA—TR200
RA—TR999
RA—TR400
rA
1.]5
3.50
3.50
NOTE: REQUIRES W000 TOP RAIL, PROVIDE BY OTHERS
2.68
Rq—TR100 TOP RYL
n RA—TR600 TOP RAIL
/\ RA—TR200 TOP RAIL
(1 RA—TR999 TOP RAIL
n RA—TR400 TOP RAIL
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SHEET NOTES:
1. RA—RC81
2. RA—PV-120
3. RA—SP-3.875
CLIENT NAME: DRAWN
DATE:
BY: Y.L.
REv NO.
DATE:
ISSUED BY
PACE
NUMBER
11-14-2019
1
03-20-2020
W.G
a RA—BR100
5. RA—GV—TOP-120
6. RA—GV—BOT-120 Iprv�R�GN
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S[TIUCRl6F5&DF9CN [NG
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JOB NAME:
CHECKED
APPROVED
PAGE NAME:
BY: W.G
2
06-16-2022
p,$,
BY:
3
7 RA—SPE @
8 RA—IF-240 (GLASS OR PICKET)
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POST & RAIL EXTRUSION PROFILE SUBMITTALS SCALE.
4VJ
Note:®This document has been developed and created by AS&D. Information contained herein cannot be used unless specifically permitted in writing by AS&D