APPROVED BLD-NEW SCOPE BLD2021-0859_Architectural_Plan_07-22-2021_14_21_56_Guardrail_Replace_Drawings_Sheets_1_through_9tkiN.`.
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Z- 711 ALDER STREET
EDMONDS, WASHINGTON
City Of Edmonds
Building Department
Work GUARDRAILS FOR DECK ONLY
------------------------
Address
711 ALDER ST
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Owner LIAW-GREGORY
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Approved Date' 07/29/202I
Building Official Qe
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Permit Number BLD2021-0859
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LOT COVERAGE
LOT SIZE- 660OFT2
LOT COVERAGE PERMITTED ® 359=2310FT2
CURRENT BUILDING SIZE, 1943FT2
I SNOHOMISH COUNTRY ASSESSOR
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APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
,41 / F it 15'
6n'
A� DER STREET
EXISTING LOT LINES
EXISTING FOOTPRINT
52'-6"
L EGA L DESCRIPTION
LOTS 33 AND 34, BLOCK 90, CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH, STATE OF
WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
APPROVED BY PLANNING
Jun 28 2021
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CIT'?`OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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Install per manufacturers VONCENTRATED
UARDRAILS SHALL BE DESIGNED TO RESIST A I
LOAD OF 200 POUNDS IN ANY
specifications. Have all DIRECTION AT THE TOP OF THE GUARDRAIL. O
I INFILL COMPONENTS SHALL BE DESIGNED TO I
manufacturer • RESIST A HORIZONTAL LOAD OF 50 POUNDS
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documentation on site. MOVER A ONE SQUARE FOOT AREA. IRC R301.5.
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I Hardware and fasteners in contact with
preservative -treated wood shall be of ■
' hot -dipped zinc galvanized steel, I
stainless steel, silicon bronze or copper.
.In the absence of manufacturer's recommendations
a minimum of ASTM A 653 type G185 zinc -coated I
galvanized steel, or equivalent, shall be used. ■
LIRC R317.3.1 IBC 2304.10.5.1 I
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IGUARDRAILS SHALL BE DESIGNED TO
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.OF THE GUARDRAIL. INFILL COMPONENTS
(SHALL BE DESIGNED TO RESIST A
'HORIZONTAL LOAD OF 50 POUNDS OVER
.A ONE SQUARE FOOT AREA. IRC R301.5.
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MINIMUM 1" THICK HANDRAIL
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ROD TENSIONING FITTINGS DETAIL
NTS
ROD SPLICING FITTINGS DETAIL
NTS
-POSTS SHOULD BE NO MORE THAN 48" APART (INSIDE TO INSIDE DIMENSION)
-TENSIONING POSTS SHOULD BE NO MORE THAN 70' APART (INSIDE TO INSIDE
DIMENSION) WHEN USING TENSION RECEIVERS.
-MEETS AND EXCEEDS 2012 IBC 1607.8.1
STANDARD 42" SURFACE MOUNT ROD INFILL POST AND CABLE SPACING DETAIL
NTS
POST TYPE 6061 - ALU 2X2X.150 SECTION MODULUS 0.369
POST HEIGHT 3611 39" 42" TUBE BENDING M=13200"#
MAX HORIZ TOP LOAD 320# 295# 275# fs = 35800 > 80,000
TOP LOAD @ FAILURE 455# 425# 395#
NOTE: DESIGN LOADS ARE LIMITED BY FLOOR BASE MATERIALS AND
FASTENER CONNECTION IN FLOOR MATERIALS. IT IS THE
RESPONSIBILITY OF THE INSTALLER TO VERIFY THE CONNECTIONS
WITH THE LOCAL DESIGN PROFESSIONAL.
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3 1/8" CENTER TO CENTER 2 ORIZONTAL WELD ACROSS
-- CABLE SPACING - TOP F PLATE AND POST
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_T 1 1 /2 FINISHED FLOOR
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- FINISHED FLOOR— 6 111/16
POSTS SHOULD BE NO MORE THAN 11 /16
48" APART TO INSIDE DIMENSION) 6
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CABLE SPACING ��Q�...........
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FINISHED FLOOR— S STA�� r
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POSTS SHOULD BE NO MORE THAN BONA
48" APART (INSIDE TO INSIDE DIMENSION) 111111
POST TYPE S S 2X2X14GA �ii--
POST HEIGHT 36" 39" 42"
3 1/8" CENTER TO CENTER MAX HORIZ TOP LOAD 291# 269# 250
F CABLE SPACING TOP LOAD @ FAILURE 379# 350# 325#
42
50
NOTE: DESIGN LOADS ARE LIMITED BY FLOOR BASE MATERIALS AND
FASTENER CONNECTION IN FLOOR MATERIALS. IT IS THE
FINISHEDFLODR— RESPONSIBILITY OF THE INSTALLER TO VERIFY THE CONNECTIONS WITH
THE LOCAL DESIGN PROFESSIONAL.
POSTS SHOULD BE NO MORE THAN
48" APART (INSIDE TO INSIDE DIMENSION)
STAIR SUPPLIES
SIDEMOUNT POST LOADS
08/31/2015
0
RAILING POST STRUCTURAL STRENGTH STUDY
GOSHEN, IN
POST TEST AND CERTIFICATION RESULTS
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GENERAL NOTES
RM TA
a. STUDS & BLOCKING: HF#2 STUD
b. OTHER LUMBER: HF#2 OR BETTER
2. USE GALVENIZED FASTERNERS.
3. WHERE SCREWS ARE USED, PRE -DRILLING IS REQUIRED.
4. CONTRACTOR SHALL
a. VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE
b. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS
HAVE BEEN INSTALLED
c. PREFABRICATED ITEMS ARE TO BE ASSEMBLED AND INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS
d. UPON REMOVAL OF EXISTING MATERIAL, INFORM OWNER OF ANY EXISTING DAMAGED STRUCTURAL
ITEMS AND REPLACE OR REPAIR AS NECESSARY.
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