APPROVED PLN BLD ENG-BLD2020-0737_Plans+8.12.2020_10.35.06_AM1
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PROPLRTY LINE 128.0—
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LANDING-
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J015T @ Ib"O.C.O/
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ALUMINUM / GLASS DECK RAIL
SCALE 1/2" 1'-0"
ALUMINUM RAIL P05T
ALUMINUM TOP RAIL
(HAND RAIL @ STAIR)
ALUMINUM BOTTOM RAIL -
5WEEP OFF GAP
RAIL 5Y5TEM BY: 5.T.A.R. SYSTEM
INTERNATIONAL LTD. INSTALL PER
MANUF. IN5TRUCTION5
ALUMINUM/PICKET RAIL
SCALE 1/2" = 1'-0"
NOTE: SEE ATTACHMENT
2, RICE ENGINEERING
FOR STAR RAIL 5Y5TEM
ALUMINUM TOP RAIL AND
CHANNEL
1/4" TEMPERED 67LA55
NOTE: PRE-MANUF. ALUM.
PANELS (NO OPENING
AND 6LA55 RAILING
GREATER THAN 4")
5Y5TEM SHALL BE
DESIGNED AND MANUF. TO
ALUMINUM BOTTOM RAIL
MEET MIN. LOADS LI5TED IN
AND CHANNEL
5RG TABLE R301.5
5WEEP OFF GAP
PLATES BOLTED THRU DECK
SURFACE INTO FRAMING,
SEE PLAN DETAIL A AND
SECTION DETAILS B
3/4" ROUND
ALUMINUM PICKETS
(NO OPENING
GREATER THAN 4"
4" x 4" BASE PLATE WITH
(4) 3/8" x (5" 55 LAG BOLTS
PLAN DETAIL A
ALUMINUM RAIL P05T ,
DECK SURFACE
(4) I)bd NAILS OR 3" EXT.
WOOD 5GREW5 RIM TO
51DE OF 4x BLOCKING
STANDARD TOP RAIL (U5E
STAIR TOP RAIL @ STAIR)
Q,
Zone RS-10 Corner
Setbacks: Required
Front 25'
Sides 10'
Rear
O�her
Meight 25'
------ -----,
Flag
Actual
28'-8"
31'
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Hardware and fasteners in contact with
/
I preservative -treated wood shall be of ■
hot -dipped zinc galvanized steel, I
/ OL
stainless steel, silicon bronze or copper.
/
In the absence of manufacturer's recommendations
/
a minimum of ASTM A 653 type G185 zinc -coated I
/
I galvanized steel, or equivalent, shall be used. ■
L IRC R317.3.1 IBC 2304.10.5.1 I
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ROCKERY
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PROPERTY LINE
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RADIUS 41.1)6'
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LENGTH 45.00'
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24
30'-0"
\
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II I
REMAIN (COLORADO I I
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SPRUCE PIGEA)
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1DE YARD 5ETB V I EXISTING
_ _BLUE
-
\ IO 5 ° IA5PHALT PAD I I
Applicant shall repai'Nreplace all \\ I p I 7 pp I so I 1 W O s
damage to utilities or rontage \ I 1 ° on W F O
improvements in City right-of-way 1 \ I I w S 4i
per city standards that is cai ed or 1 \ I � w INE 114.00' I O 10
occurs during the permitted pl ect. \ - _ I PROPERTY I- 0
` \wooI
\ woo 5 20
OWNER/CONTRACTOR IS RESPONSIBLE FOR s
EROSION CONTROL AND DRAIN4E NO CHANGE TO IMPERVIOUS SURFACE
51 TE FLAN
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY 5GALE: 1/10" = 1'-0"
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
11/2" MIN.
CLEARANCE I
2" MAX. PER 2015
2 IRC R311.1.8.3
SMOOTH, NO
SHARP
\\ CORNERS
PLATES BOLTED THRU DECK MARKS ALL WEATHER
SURFACE INTO FRAMING, SEE PLAN I DECK STANDARD STAIR
DETAIL A AND SECTION DETAILS B TOP RAIL - HANDRAIL
DECK FASCIA HANDRAIL DETAIL
SCALE 3" = 1'-0"
(4) I)bd NAILS OR 3"
EXTERIOR WOOD 5GREW5
EA. SIDE, J015T TO BLOCK
4x;6 OR 4x4 BLOCKS
BETWEEN JOISTS
(4) 116d NAILS OR 3" EXT.
WOOD 5GREW5 RIM TO END
OF ADJACENT DECK JOISTS
SECTION DETAIL B
ATTACHMENT OF GUARDRAIL POST INSIDE RIM/JOIST
EXI5TING RESIDENCE
(BRICK VENEER) —
1/2" GLAV. LA65, ONE EVERY
IIb" 5TAG6ERED HIGH/LOW —
EXIST. FLOOR JOISTS --)I—
GALV FLA5HING AS REQUIRED
R5012.1 DECK LEDGER INSTALLED
IN ACCORDANCE w/5ECTION
R5012 SHALL BE A MIN.2"x8"
DECKING TYP. (SEE PLAN
VIEW FOR 51ZE/TYPE)
A.I
51MP50N LU5Z GALV.
J015T HANGER (SEE
EXISTING 2x RIM J015T
FRAMING VIEW)
2x TREATED JOISTS TYP.
OPTIONS:
(SEE FRAMING VIEW FOR SIZE)
-LU5Z HANGER-5UB5TITUTE
51MP50N "OTTIZ", 3" MIN.
5D#4x2.5" 50REW5 FOR LEDGER
EMBEDMENT w/ MIN. 4 PER DECK
NAILS
(ONE 24" FROM EACH EDGE)
-LUZ HAN67ER-51,65TITUTE 5D#4x1.5"
50REW5 FOR LEDGER NAILS
3/5" HDG LAG 5GREW w/ HDG WASHER
OR SOWN TIMBER -HEX HDG 5GREW
INTO TOP PLATE, STUD OR HEADER
LEDGER AT HOUSE
DETAIL w/ TIE -BACK BRACKET
50ALE 1/2" = 1'-0"
TREATED J015T
BLOCKING (TYP.)
51MP50N AC)6Z OR
AC4Z P05T GAP (TYP.)
51MP50N P05T BASE
EPB44Z OR EPB40Z
(SEE FRAMING VIEW)
(SEE PLAN VIEW FOR 51ZE/TYPE)
TREATED J015T
(SEE FRAMING VIEW FOR SIZE)
TREATED BEAM
(SEE FRAMING VIEW FOR SIZE)
TREATED 2x CLEATS
w/8 EA I;6D BOTH SIDES U.N.O.
TREATED 4x OR fox
SUPPORT P05T
(SEE FRAMING VIEW FOR SIZE)
CONCRETE PLINTH PER PLAN
FIN15H GRADE -
=111=III=11 CONCRETE FOOTING PER PLAN
p z 11=III=III � —
=111=III=11=11I-
II=III=III 11ii IN/ (2) #4 EA. WAY, TYP.
I— — —I 1. PLACE ALL REINF. STEEL
3" CLEAR FROM BOTTOM
POST -BEAM -FOOTING DETAIL
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
APPROVED BY PLANNING
az f�ell
Aug 24 2020
CORROSION RE515TANT
METAL COLUMN GAP.
FOLLOW MANUF.
INSTALLATION INSTRUCTIONS
P.T. BEAM PER PLAN
1/2" DIA. x5" LAG BOLT w/
WASHER, EMBED 3" MIN. INTO
P05T/BEAM AND COUNTER-
SINK TO KNEE BRACE
P.T. 4x4 KNEE BRACE
PRE55URE TREATED
WOOD P05T PER PLAN
KNEE BRACE DETAIL
NORTH
City
Of Edmonds
Building
Department
Work
DECK/STAIRS
Address
1131 9TH AVE S
Owner
KONO
Approved Date
8/21 /2020
Building Official
�ew� "00,W�Q/
Permit Number
BLD2020_0737
TOP OF STEP CARRIAGE ATTACHED TO DECK RIM BY
BLOCKS AND NAILED TO HEADER JOIST, USE 51MP50N
L-10 BRACKETS EA. 51DE OF EA. STRINGER TO RIM
3" PRIMIUM EXTERIOR
TREATED WOOD 5GREW
2x DECK RIM
5IMP50N L-10
2x DECK RIM
2 50REW5 TOP 4 5GREW5 TOP AND BOTTOM
AND BOTTOM INTO INTO BLOCK TH15 51DE 4 5GREW5 TOP
BLOCK THIS SIDE AND BOTTOM I
BLOCK TH15 51
MIN. RUN 10" SECOND 2x 5T
GARRAIGE. 12
MAX. 5TAGGERE0 E
NOTES:
ANY DIRT PILES CREATED FROM DIGGING
FOOTING5 WILL BE COVERED WITH TARPS.
DIRT ACCUMULATION ESTIMATED TO BE
APPROXIMATELY 1/2 YARD OR LESS.
REMAINING DIRT TO BE DISTRIBUTED INTO
EXISTING GARDEN BEDS AND/OR REMOVED
FROM THE ER05ION HAZARD AREA.
ALL DECK FOOTINC75 ARE LOCATED IN A
RELATIVELY FLAT AREA CREATED BY
EXISTING ROCKERY RATAINING WALL5 5HOWN
ON 51TE PLAN
PROJECT SCOPE:
PROP05ED DECK, REPLACE LIKE FOR LIKE,
STAIRS AND LANDING SLIGHTLY ENLARGED
LEGAL DESCRIPTION:
SEA V15TA BLK 000 0-00 - LOT 2
ZONING: 5NOHOM15H COUNTY
PARCEL #005f68300000200
LOT AREA: 11, U1 50. FT.
EXISTING HOUSE FOOTPRINT AREA: 2040 50. FT.
EXISTING SHED FOOTPRINT AREA: 120 50. FT.
REPLACEMENT DECK/STAIR AREA: 4,63 50. FT.
TOTAL STRUCTURAL AREA: 013 50. FT.
STRUCTURAL COVERAGE 2,613 / 11,121): 23%
EXISTING HOUSE FOOTPRINT AREA: 20d0
50. FT.
EXISTING SHED FOOTPRINT AREA:
120
50. FT.
EXISTING DRIVEWAY/WALK AREA:
8;64
5Q. FT.
EXISTING ASPHALT AREA:
1355
50. FT.
EXISTING CONCRETE PAD AREA:
324
50. FT.
TOTAL IMPERVIOUS AREA: 4153 50. FT.
IMPERVIOUS COVERAGE (4153 / 11,121): 41%
EXISTING DECK AREA: 458 50. FT.
ENGINEERING DIVISION
APPROVED AS NOTED
N Griggs 08/25/2020
�2x;6 BLOCK
NTO
DE
AIR
5GREW5
QUALLY
R15E 1 ALONG LENGTH
2xb BLOCK 3/4" STAIR LATERAL SECTION
DBL 2x 5TEP
Il
CARRIAGE DECKING MATERIAL (SEE
PLAN VIEW FOR 51ZE/TYPE)
SECOND 2x STAIR GARRAIGE.
12 5GREW5 5TAG6ERED
EQUALLY ALONG LENGTH GONG. STEP PAD OR DECK
PRESSURE TREATED 2xL2 BELOW (SEE PLAN)
STAIR CARRIAGE @ 12" OC PRE55URE TREATED
STAIR NOTES: 2x4 KICKER PLATE
HANDRAILS ON STEPS TO HAVE EN05 RETURNED AND PLACED MIN. 34", MAX. 38" ABOVE STEP NOSING. THE HAND GRIP
PORTION OF HANDRAIL SHALL NOT BE LE55 THAN 1-1/2" NOR MORE THAN 2" IN GRO55-5EGTIONAL DIMEN51ON OR THE
SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A
SMOOTH SURFACE WITH NO SHARP CORNERS. RAILING SHALL NOT PA55 A 4" SPHERE. THERE SHALL BE NO MORE THAN A
3/8" VARIANCE BETWEEN THE TALLEST R15ER AND THE SHORTEST R15ER ON ANY FLIGHT OF STEPS.
STAIR SYSTEM (TYP.
SCALE 1/2" = 1'-0"
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8.12.2020
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
SCALE I" = 1'-0"
SCALE 1/2" -- 1'-0"
SCALE 112" = I'-0"
1
Wo
SCALE: 1/4" = 1'-0"
EXI5TIN6 RE5IDEN( E
DECK
5/4" x )b" COMPOSITE DECKIN6 PER
MANUF. RECOMMENDATION5 DECKING
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BOARD5 TO BE 5PACED MIN. 1/4"
a
APART TO ALLOW WATER DRAINAGE
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(5EE DECK RAILING PET.) F_ — —I
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6LA55 RAIL
6LA55 RAIL
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5TAIR5 TO BE REMOVED
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TREADS ® LT EA. RI5ER5
PICKET RAIL
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APPROX. 7 EA. U.N.O.
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GONG. PAD
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1'1'-5"
SCALE: 1/4" = 1'-0"
PICKET RAIL
•
25'-2"
O 2 4 S FT.
��1M
LEDGER ATTACHED TO EXISTING BRICK FACADE, DRILL
ROTOR HAMMER HOLES THRU THE BRICK, 1/2" GALV. LA65,
^^^��ONE
EVERY 1;6" STAGGERED HIGH/LOW THRU AND INTO 2x10
T JOISTr
E EE E
P.T. LEDGER BEHIND THE BRICK. 5EE DETAIL OF "LEDGER EXISTING
RE5IDENCE
STING WALL STUDAT
t==
and fasteners in contact with
HOU5E" SHEET I, FOR MORE DETAILED INFOMATION4
LOCATIONS ASHardware
I preservative -treated wood shall be of ■
I' -I-" 5'-10�"
4 5'-11" 5'-II" 2
I'-1"
4
18 IRG PROVISION
hot -dipped zinc galvanized steel,
I
FLU5H 2x10 TREATED
5TANDARD LEDGER, TYP.
I stainless steel, silicon bronze or copper.
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galvanized steel, orequivalent, sh 11 be used.
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RC R317.3.1 IBC 2304.10.5.1
111m
C,
IS" x 16" x 12" FOOTING w/
10" PIA., fb" HIGH PLINTH w/
I I I I I 1 1 I I I I I I
DBL
xl0
I I I 1
TREATED 4x4 P05T w/
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STAIR LIGHTING 51MP50N BASE, TYP. U.N.O.
— PBEAMO r ,
P.T.O
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ALL STAIRWAYS SHALL BE PROVIDED WITH
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BEAM
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LIGHT SOURCES. LIGHT ACTIVATION CONTROLS
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SHALL BE ACCE55I5LE AT THE TOP AND
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BOTTOM OF INTERIOR 5TAIRWAY5 AND WITHIN
DWELLING UNIT FOR EXTERIOR 5TAIR5
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IRG 5ECTION5 R303.1 $ R303.8
5'-02
5'-02
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FRAMING NOTE5:
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ALL WORK TO CONFORM TO CURRENT BUILDING CODE
L-2x
x
IRG-2015
TREATED J015T BLOCKING
ry
ALL FRAMING MEMBERS TO BE PRE55URE TREATED
O
ABOVE BEAM, TYP.
—
— DBL
HEM -FIR #2 OR BETTER. UNLESS NOTED OTHERWISE ON
1
PLANS.
LANDING - 14" x 14" x LT
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1500 PSF ASSUMED 501E BEARING.
FOOTING, TREATED 4x4
P05T w/ 51MP50N BASE
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ON
TEP5 LAND
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N GONG. PAD I
1 1
SPANS ENGINEERED TO 00 L55 LIVE LOAD, IO L65
LANDING - 2x� P.T.
— — �
DEAD LOAD.
J015T @ 0" O.G.
FASTENER NOTE:
2015 IRG R311.3.3, FA5TENER5 FOR
FIRE -RETARDANT -TREATED WOOD U5ED IN EXTERIOR
EXI5TIN6 5" WIDE AND ;6' LONG CONCRETE
APPLICATIONS OR NET OR DAMP LOCATIONS SHALL
RETAINING WALL DIRECTLY UNDER
BE OF HOP -DIPPED GALVANIZED STEEL, 5TAINLE55
I1'-5"
;6'-O'-
3'_g
--I,-
LANDING. 1-1/2"x4" CONCRETE WEDGE
STEEL, SILICON BRONZE OR COPPER.
ANCHORES HOLDING LOWER DBL J015T
25' 2"
TO WALL. 5EE DETAIL "STAIR @ GONG.
STEM WALL" AND "5EGTION" ON SHEET I
�7 FRAM 6 PLAN
SCALE: 1/4" = 1'-0"
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8.12.2020
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
2