APPROVED BLD FIR PLN BLD2019-1443 ARCHITECTUALS1 .PARCEL: ALL THAT PORTION OF THE 5 HALF OF THE 5W QUARTER OF THE NW QUARTER OF THE 5W QUARTER OF SECTION 25, TOWNSHIP 27 N, RANGE
3 E, W.M., LYING N OF STATE RD NO. 1-11 & 5 OF COUNTY KD; EXCEPT THE E 15' THEREOF, AS MEASURED ON THE 5 LINE; EXCEPT W 262.90' OF SAID 5W
QUARTER OF THE NW QUARTER OR THE 5W QUARTER, MEASURED ON THE N LINE; & EXCEPT THE FOLLOWING DESCRIBED TRACT: BEGINNING AT A POINT
ON THE 5 LINE OF SAID 5W QUARTER OF THE NW QUARTER OF THE 5W QUARTER 15' W OF SE CORNER THEREOF; THENCE N 1' E 95.54' TO THE SOUTHERLY LINE OF
COUNTY RD; THENCE NW ALONG THE SOUTHERLY LINE OF COUNTY RD 168.19; THENCE 51' W 87.94', MORE OR LESS, TO THE NE CORNER OF THAKCT CONVEYED TO
OTTO E. MARTEN & WIFE, 5Y DEED UNDER AUDITOR'S FILE NO.1029868; THENCE N 88°32' W 200.05' MORE OR LESS, TO THE NORTHERLY LINE OF STATE RD 1-W,
THENCE SOUTHEASTERLY ALONG THE NORTHERLY 5 LINE OF SAID 5UBDIVI510N,180' W OF THE 5E CORNER THEREOF; THENCE 5 88°32' E 165' TO THE TRUE POINT
OF BEGINNING; AL50 EXCEPT PORTION COVEEYED TO THE STATE OF WA UNDER AUDITOR'S FILE #2159660. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WA.
la.EA5EMENTS: N/A.
2. PROPERTY TAX ACCOUNT NUMBER: 27032500302600.
3. VICINITY MAP (SEE THIS PAGE).
4. NEW CONSTRUCTION FOR A 3-STORY, 4 UNIT BUILDING AT 546 C PARADISE LANE EDMONDS, WASHINGTON 9802O.
5. OWNER: J5KETT@GMAIL.COM FARADI5E HEIGHTS HDL LLC, 24114 E. GKEY5TONE LANE, WOODWAY, WA. 96020
6. CONTRACTOR: ROB MICHEL 206-930-2445 KEFENT CONSTRUCTION, INC. KEGENC1&91K5 7505 5OUNDVIEW DRIVE EDMOND5, WA. 98026
7. CONSTRUCTION DRAWING: MICHEL DESIGN - ROB MICHEL 206-930-2445
8. STRUCTURAL ENGINEER: BRIAN LAMPE, P.E., 5.E. BTL ENGINEERING BRIAN.LAMFE@BTLENG.NET
9. CIVIL ENGINEER: DONNA L. 13RE5KE, F.E., 5.E. 6621 F05TER SLOUGH RD SNOHOMISH, WA. 9&290 334-9980.
10. GEOTECHNICAL ENGINEER: EARTH SOLUTIONS NW, LLC 1805-136TH FL NE, #200 BELLEVUE, WA. 98005 425-449-4704
11. LEAD DESIGN FKOFE551ONAL/CONTACT FEK5ON: ROB MICHEL 206-930-2445.
12. ZONING: KM 2.4, 30,013.29 5Q.FT. LOT SIZE, 45% LOT COVERAGE=13,505.9& 5Q. FT.
13. PKOFO5ED LOT COVERAGE = 5,463.62/30,013.29 = 12%.
14. 15T FLOOR = GARAGE 201: &55.74 5Q. FT. GARAGE 202: 501.02 5Q. FT., GARAGE 301: 647.97 SQ. FT., GARAGE 302: 530.89 SQ. FT.
COMMON SPACE: 678.45 5Q. FT. TOTAL: 2,581.85 5Q. FT.
15. PROPOSED 2ND FLOOR = 201: (LIV) 1,800.75 5Q. FT,(DECK) 175.88 5Q. FT., 202: (LIV) 1,456.32 SQ. FT. (DECK) 114.25 5Q. FT.,
COMMON AREA 206.55 50. FT. TOTAL: 3,463.62 5Q. FT.
16. PROPOSED 3RD FLOOR = 301: (LIV) 1,795.08 SQ. FT. (DECK) 175.8& SQ. FT., 502: (LIV) 1,442.75 SQ. FT. (DECK) 114.25 SQ. FT.,
COMMON SPACE: 215.79 5Q. FT., TOTAL: 3,453.62 5Q. FT.
17. WIND EXF05UKE B, SEISMIC ZONE D, SOIL: 2500 F5F
18. OCCUFANCY: GROUP R, CATEGORY 2, & GROUP U, CONSTRUCTION TYPE VB.
19. THIS BUILDING 15 TYPE VB CONSTRUCTION. ALL BEARING WALLS, NON -BEARING WALLS, PARTITIONS, FLOOR -CEILINGS,
ROOF -CEILINGS, SHAFT ENCLOSURES, & INDIVIDUAL COLUMNS & BEAM5 MUST BE PROTECTED TO 1-HOUR FIRE RESISTIVE CONSTRUCTION
IN ACCORDANCE W/ IBC CH5. 6&7.
21. LAZING U VALUE VERTICAL = .25U (W5EC CREDIT 117 1) VALUE OR BETTER, OVERHEAD U VALUE =.50, CEILING K VALUE=49, WALL K VALUE=21, FLOOR INSULATION K-38(W5EC CREDIT 1b 1), 5LAB R VALUE=K-10
MANUAL WINDOW VENTS W/EXHAUST FAN OR TIMER IN LAUNDRY ROOM
22. COMPLY WITH 2O15 IBC,IMC,IFGC, IFC , UPC, ALL WITH STATE AMENDMENTS, 2015 W5EC, 2015 WIAQ (WAG 51-13), ECDC-CURRENT EDITION.
23. LOT SLOPE = 7% E-W.
24. CA FILE NUMBER: CKA20170212
25. 5EFA FILE NUMBER: FLN20180025 DNS
26. ADB NUMBER: FLN20180025
27. REZONE NUMBER: R-2007-28.
28. SET BACKS: STREET 15' (1), 51DE 10' (2) BACK 15' (1).
29. PARKING SPOTS REQUIRED: 8, PROPOSED: 8, ONE MUST BE HANDICAP ACCE551BLE.
30. ANY NEW G.E. ELECTRIC DRYER VENT PER MFG 5FEC5. PROVIDE SPECS ON SITE FOR IN5FECTOK TO VERIFY VENT LENGHT.
31. INTERIOR WATEKFLOW ALARM NOTIFICATION PER IBC 904.11.2.2
32. FIRE ALARM 5Y5TEM REQUIRED. CENTRAL STATION SERVICE FOR SPRINKLER/FIRE ALARM MONITORING.
33. NFFA-13K SPRINKLER 5Y5TEM REM) ON ALL 3 FLOORS OF BUILDING PER IBC 504 INCLUDING GARAGE (NFFA,13K).
34. HANDICAP RAMF5 W/ 5LOFE5 OF 1:20 OR GREATER SHALL HAVE HANDRAILS AND EDGE PROTECTION PER ICC/ANSI A117.1 (2009 EDITON).
35. SPECIAL INSPECTIONS HAVE BEEN CALLED FOR ON THIS PROJECT & ARE NOTED ON THE APPROVED CONSTRUCTION PLANS & BUILDING
PERMIT. IT 15 THE OWNER &/OR CONTRACTORS KE5FON51BLITY TO ASSURE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY
MANNER. BE ADVISED --IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, THE BUILDING OFFICIALS MAY 155UE A STOP WORK
ORDER & NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIME AS THE REPORTING AGENCY HAS COMPLIED & REPORTS ARE
REVIEWED & APPROVED BY THE CITY.
36. 5FECIAL INSPECTION REQ'D:
37. 5EFEKATE PERMIT KEQ'D:
38. FLAME SPREAD FOR ENCLOSED VERTICAL EXITWAY5 0-25 CLA55 A, OTHER EXITWAY5 26-75 CLASS B, ROOMS OR AREAS 76-200 CLA55 C.
39. FKOIDE F&T 5TOF5 PER IBC. 714.
40. SITE BENCHMARK: RIM OF EXISTING CATCH BA51N #3 IN THE RIGHT OF WAY OF PARADISE LANE ELEVATION: 243.86
41. VERTICAL DATUM: W.C.C.5. 5UKVEY CONTROL DATABASE -POINT ID: 2067 FOUND MAG NAIL W/ SNOHOM15H COUNTY TAG ELEVATION: 192.96'
42. MAX HEIGHT-30', MEASURED FROM AVERAGE ELEVATION OF UNDI5TUR13ED SOIL AT CORNERS OF EXTENDED BUILDING RECTANGLE,
SUBJECT TO FIELD CHECK BY BUILDING DEPARTMENT.
43. TRANSIT SHALL BE 5ET UP FOR IN5FECTOK AT FRAMING INSPECTION TO CHECK HEIGHT OF STRUCTURE.
44. LOT LINE & SETBACK STAKES MUST BE IN PLACE AT TIME OF FOUNDATION IN5PECTION.
45. ADDRESS NUMBERS (12" HEIGHT ON API-R. CONTRASTING BACKGROUND) SHALL BE POSTED PLAINLY VISIBLE & LEGIBLE FROM STREET OR
ROAD FRONTING PROPERTY.
46. PROVIDE FIRE E5TINGUI5HER5 PER NFFA STANDARD 10-1.
47. ALL NEW EXTENDED, KE-BUILT OR RELOCATED ELECTRICAL UTILITY & OK SERVICE SHALL BE PLACED UNDERGROUND.
48. ACCEFTABLE TIGHTLINE MATERIAL 5CH 40 FVC OR EQUIV, 5DR 34 (A5TM D3TM D3034).
49. ANY REQUEST FOR MODIFICATION, VARIANCE OK OTHER ADMINISTRATIVE DEVIATION (HEREINAFTER VARIANCE) MUST BE 51-ECIFICALLY
CALLED OUT & IDENTIFIED. APPROVAL OF ANY FLAT OR PLAN CONTAINING PROVISIONS WHICH DO NOT COMPLY WITH CITY CODE &
FOR WHICH A VARIANCE HAS NOT BEEN SPECIFICALLY IDENTIFIED, RE -QUESTED & CONSIDERED BY THE APPROPRIATE CITY OFFICAL IN
ACCORDANCE W/THE APPROPRIATE PROVISION OF CITY CODE OK STATE LAW DOES NOT APPROVE ANY ITEMS NOT TO CODE
SPECIFICATION.
50. COORDINATE WITH FIRE DEFT. FOR LOCK BOX AUTHORIZATION & INSTALL.
51. SPECIFY TIMBER 5FECIE5 AND GRADE OF ALL LUMBER, PLYWOOD INDEX FOR ALL SHEATHING, MATERIAL 5FECIFICATION5 AND NAILING 5CHEDULE5
SEE SHEET 51
52. ELEVATOR EQUIP ROOM BTU/HR = 8,108
COOLING RATE = (1.08X(46)) = 1.08X46 = 49.68
FAN CFM = 8108/49.68 =163
53. BY TIME OF FINAL INSPECTION, DOCUMENTS MUST BE SUBMITTED VEKIFING THAT CONDOS HAVE SEEN RECORDED WITH 5NOHOM15H
COUNTY OK SUBMIT COMPLETE APPLICATION FOR LOT CONSOLIDATION.
54. PLAN CHECK #:
55. BUILDING PERMIT NUMBER: XXXX-XX EXP. X.X.20
TABTF
COVER SHEET:
F1 VICINITY MAP
FLOOR AREA SUMMARY
PROJECT INFORMATION
F2 PLOT
L1 LANDSCAPE PLAN
ARCHITECTURAL:
A1.1-2 ELEVATIONS
A2 15T FLOOR PLAN
A3 2ND FLOOR PLAN
A4 3RD FLOOR PLAN
A5-6 DETAILS
A7 ROOF PLAN
STRUCTURAL DRAWINGS:
5 PAGES
BUILDING ENCLOSURE:
BE1-2
Approved by Fire
07/30/2020 A F M /-/ F�tterer
BUILDING ANALYSIS
OCCUEANCY: K2,U
CONSTRUCTION TYPE: V-5
ALLOWABLE HEIGHT (NFFA 13K): 60'
ALLOWABLE STORIES: 3 STORIES
ALLOWABLE FLOOR AREA: 7,000 SQ. FT,
ALLOWABLE BUILDING AREA
7,000 SQ. FT. X 3 STORIES =
21,000 5Q. FT.
ACTUAL HEIGHT 31'
ACTUAL 3 STORIES
ACTUAL AREA:
15T FLOOR: 2,581.&5 SQ. FT.
2ND FLOOR: 5,465.62 5Q. FT
3RD FLOOR: 5,455.62 5Q. FT.
ACTUAL BUILDING AREA: 9,499.09 50. FT
Work
Address
Owner
City Of Edmonds
Building Department
----------------------------------
BLDG C - 4 UNITS
-------------------------------------------------
---------------------------------------------------
554 PARADISE LANE
---------------------------------------------------
-----------
PARADISE LLC
Approved Date 12/28/2020
------------------------------------------
Building Official ; W. -K p&%ac
Permit Number BLD2019-1443
■
The building enclosure must be inspected
by a qualified inspector.
See permit conditions.
Accessibility (IBC Chapter 11: ICC Al 17.1-09)
a.) Slopes and other elements of the accessible route to demonstrate
that this will indeed be an accessible route in accordance with the IBC
and ICC Al17.1-09. IBC 1104; ICC Al 17.1-09, 402
b.) The accessible route is required to be independent of and separated
from the vehicular path that enters the site. Currently, it appears that
the accessible route utilizes the vehicular path to travel from the
public sidewalk to the concrete walk that serves as the accessible
route on site. At a minimum, a curb should be provided to separate the
accessible route from the vehicular path. 1104
APPROVED BY PLANNING
Prescriptive Energy Code Compliance for All Climate Zones in Washington
309 Casper Todd Echelbar er
206-920-3673
This project will use the requirements of the Prescriptive Path below and Incorporate the
the minimum values listed. In addition, based on the size of the structure. the appropriate
number of additional credits are checked as chosen by the permit applicant.
Auth-:�2ed ReVt- _ Date
All Climate Zones
R-Value' U-Factor'
Fenestrabon U-Factor' nra 030
Skylght U-Factor nra 0 5o
Glazed Fenesvatiow SHGC"
We
We
Ce6rd
49
0 026
Wood Frame Wall'""
21 int
0 056
Mass Wall R-Value'
21 r2l'
0 056
Floor
306
0 029
Below Grade WIM`"
10115r21 int • T8
0 042
Slab' R-Value a DOOM
1 10 2 ft
We
'Table R402 1.1 and Table R402.1.3 Footnotes included on Page 2.
Each dwelling unit In a resldentlal building shall comply with sufftclent options from Table R4061 so as to achlew the
following minimum number of credits.
1 Small Dwelling Unit 1 5 credits
Dwelling units ess than 15W square feet in condiboned floor area with less than 300 square feet of fenestration area.
Additions to existing budding that are greater than 500 square feet of heated floor area but less than 15M square
feet
1. Medium Dwelling Unit: 3.5 credits
A -Netting units that are not included in a1 or 63 Exeepthon: Dwearrg units serving R-2 occupancies shall require
L ,edits
I. Large Dwelling Unit: 4.5 credits
Dwelling units exceeding 5" square feet of conditioned floor area
1. Additions less than Soo square feet: .S credits
Table R406.2
t.on
Summary
D.• , - . ! ,
Er 1 Envelope 1 a
Et- ;,,1jEnveioj>eIb
Credit(s)
10
u ;
0.5
1.5
' 1200 kwh 0.0
3.50
la
0 S
lb
10
t c
E r E3 Envelope t c
Et- � • ,j En td
Air,. 1--ontrol and Efficiartt 1hrt1Y6on 2a
Air Leio-aw Control and Eflici" %%rA@N on 2b
20
ld
05
2a
0 5
2b
10
2c
Air L"kage Con" and Effici nt Vertrsroe 2c
is
3s
High E HVAC 3a
10
3b
High Efficwxy HVAC 3b
10
3c
High Eff1c wxy HVAC 3c
is
3d
High Effioency HVAC 3d
10
4
High Effk"ncy HVAC Distnb union Systwn
1 0
So
Ef&ient Water 5a
05
5b
Efficient Watw Heating 5b
1 0
Sc
Efficient Watw 5c
1 5
Sd
Efficient Watw Heating 5d
05
6
Renewable Electnc E
05
Total Credits
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CITY OF EDMONDS
DEVELOPMENT
VICINITY MAP- N SERVICES DEPARTMENT
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REVISIONS:
7.21.20
7.21.20
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EXI5TING GRADE N 15T FLOOR SLAB: 262.93'
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SCALE: 1/4" =1'-o"
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ACTUAL HEIGHT: 295.95' w
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7.21.20
2ND FLOOR: 271.95
PRINTED:
EXI5TING GRADE
7.21.20
......................................... .......... ............ ............ ........... ............ -:.... ...... ..---------------------------------- .............. ............................................... AVE GRADE: 266.75'
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l�� lk 111 ]H [I ]H JN 15T FLOOR SLAB: 262.93'
SE E ION APPROVED BY PLANNING RESUB
SCALE: 1/4" =i'-o"
8/19/2020 7.28.20
CITY OF EDMONDS
X DEVELOPMENT
SERVICES DEPARTM
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52'6"
11' 1716" 7'
24" , 2'3" , 25"
THRESHOLD PER IBC 1104,
ICC A117.1-09, 402
1/2" BEVELED NO 5TEEPEK THEN 1:2
- 0O-tv11PIi W/ SELF
CLO51N� HINGE
&SMOKE GASKET
4' 211 114"
III1�� EXIT
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CLOSING HINGE
& SMOKE GASKET
UNHEATED AREA ELECTRIC
HEAT 40 MIN. TEMP 1 WATT °
AMBIENT AIR TEMPERATURE AND
HUMIDITY IN THE MACHINE ROOM
TO BE REGULATED VIA 50 CFM FAN
PER MFG RECOMMENTATION
0 MIN W/ 5ELLN.
CL051NG HINGE
& SMOKE GASKET
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----- - - - - --------------- - - - - -
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61'9"
SIGN ON DOOR
"FIRE SYSTEM
CONTROL"
2'3-1/2"
25'6"
14'8-1/2"
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0 2X6 @ 16" O.C. STUD WALL W/ R-21 IN5UL.
® (2)2X4 @ 16" O.C., 1" AIR 51-ACE
1 HK METAL STUD WALL (AFTER ELEV. INSTALL)
0 2X4 @ 16" O.C.
2X6 @ 16" O.C.
WOOD COLUMN
OA PROVIDE OUT5IDE AIR FOP, FURN. & WATER HEATER
(RELIEF MUST VENT TO OUTSIDE (NOT GARAGE)
22"X30" ATTIC ACCESS (50" MIN. VERT. CLEARANCE
WEATHEK5TKIP & IN5UL. TO R-49
"NO EXIT" SIGN
O 120V 5MK PET W/5ATT BACKUP (INTERCONNECTED)
■ FIRE DETECTOR INTERCONNECTED
4" EMERGENCY LIGHTING W/5ATT BACKUP
INDICATES ILLUMINATED EXIT 51GN5 W/ 5ATT BACKUP
CONTRRL JOINTS
BARRIER FREE DIRECTIONAL 51GNAGE LOCATION
FUTURE GRAB BAF5: PROVIDE BLOCKING
® HORIZONTAL CENTERLINE P05TION = 35" FROM
FLOOR PEP, ICC/AN51609.4
CARBON MONOXIDE DETECTOR
PER IRC 315
ALL UNITS ARE TO BE TYPE 15" UNITI5
PER ]CC -ANSI A117-1 SECTION 1004.
INSTALL SOLID 2X BLOCKING FOR
FURTURE GRAD DAK5 IN ALL BATHROOMS
CLEAR FLOORS AREAS ARE INDICATED
IN THE TYPE "5" SATHKOOM5 AND KITCHEN
CERTIFICATE WILL BE POSTED IN FURNACE (OR
OTHER APPROVED AREA) WITH THE FOLLOWING
INFORMATION: K-VLAUNE5, U-VALUE5,KE5ULT5
FROM DUCT SYSTEM TEST AIR LEAKAGE TESTING,
RESULTS FROM 5UIDLING ENCELOPE AIR LEAKAGE TESTING,
TYPES AND EFFICIENCIES OF HEATING, COOLING, AND
SERVICE WATER HEATING EQUIPMENT PER K401.3
DUCTS ARE REQUIRED TO BE INSULATED TO A
MINIMUM OF R-8 PER R403.3.1
THE DWELLING 15 REQUIRED TO BE TESTED & VERIFIED AS
HAVING AN AIR LEAKAGE RATE NOT EXCEEDING 3 AIR
CHANGES PER HOUR PER K402.4.1
MECHANICAL DUCTS ARE REQUIRED TO BE SEAL TESTED
IN ACCORDANCE WITH 403.3.2 TESTING TO COMPLY WITH WSU
K5-33.
EXTERIOR HEADERS ARE REQUIRED TO 5E INSULATED WITH
A MIN. OF R-10 INSULATION.
CORNERS OF STUD WALLS ARE REQUIRED TO DE FULLY
INSULATED.
MECHANICAL SYSTEM PIPING
ISULATED MIN. K-6 PER K403.4
Doors are required to be fire rated where located in fire rated walls.
Note that elevator shaft openings must also be protected with rated
doors accordingly. This item applies at all floor levels. Table 508
(i) Doors in 2 hours wall shall be 90 minute rated. IBC Table 716.5
(ii) Doors in 1 hour elevator shaft or interior exit enclosures shall be
60 minute rated. IBC Table 716.5.
Please note that a full NFPA 13 sprinkler system is required in order
to reduce the rating of the separation from 2-hours to 1-hour. An
NFPA 13R system is not sufficient to reduce the rating to 1-hour. This
means that the walls between Garage 201 and the Machine room, as
well as the wall between Garage 301 and the Stair must be 2 hour
rated.
The elevator machine room is required to be provided with natural or
mechanical means to keep the equipment space ambient air
temperature and humidity in the range specified by the elevator
equipment manufacturer. Coordinate with the elevator manufacturer
and indicate on the plans how this will be provided. 3005.
ELEVATOR EQUIPMENT ROOM
61350 HEAT DETECTOR @ SPRINKLER HEADS •PROVIDE
FRESH AIR THROUGH 4" DUCT •EXAU5T FAN TO
MAINTAIN A MAX. TEMP OF 900 & VENT TO OUTSIDE
AS KEQ'D 5Y MFG SPECS
ELEVATOR NOTES
•UNHEATED 5PACE•CONTINOU5 KIM @ FLOORS.
•INSTALLATION OF ADDITIONAL ELEVATOR DOCKS SHALL
NOT VIOLATE LISTINGS OF ELEVATOR (TYP)
MECHANICAL CHA5E5
*CONTINUOUS KIM @ FLOOR.
SPRINKLER ROOM
•FIRE ALARM CONROL PANEL IN SPRINKLER ROOM W/
CENTRAL STATION SERVICE MONITORING
•ANNUNCIATOR IN LOBBY
STAIR NOTES
•MAINTAIN KEQ'D 1 HR STAIRS ENCLOU5URE5 & MIN 6-8"
HEADROOM @ STAIRS •ELECTRIC HEAT 40 MIN.TEMP 1 WATT
PER 50. FT. UNHEATED SPACE *STAIR BACKING FOR HAND
FAIL *CONTINUOUS KIM @ FLOOR. •BASEMENT STAIR:
RISE = 6.81" RUN =11" ALL OTHER STAIRS: R15E = 6.72"
FIREPLACE NOTE5
•'O' CLEARANCE FIREPLACE W/ DIRECT
VENT
FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER
MANUFACTUKEK'5 SPECS AND SHALL HAVE
APPROAL LABEL ATTACHED
5/8" TYPE "X" GWB TO ROOF 5HEATING
FIREPLACES & 5TOVE5 MUST 5E D.O.E
CERTIFIED & LABELED A5 5UITA5LE
FOR USE DURING A FIRST 5TAGE BURN
BAN.
IBC
PROVIDE ONE OPENASLE ESCAPE WINDOW IN 5A5EMENT
& IN EACH SLEEPING ROOM MEETING ALL THE
FOLLOWING REQUIREMENTS:
1. AN OFENA13LE AREA OF NOT LE55 THEN 5.7 5Q.FT.
2. A MIN. CLEAR HEIGHT OF 24"
3. A MIN. CLEAR WIDTH OF 20"
4. FIN15HEP SILL HEIGHT OF NOT MORE THAN 44" ABOVE
THE FIN15H FLOOR.
5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED
FRESH AIR SUPPLY @ FURNACE
6.ALL WINDOWS & DOOK5 HAVING ACCE55 TO EXTERIOR OR
UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAC)
• RECESSED LIGHTING TO BE IC RATED
• ALL TYPE "5" DECK SURFACES TO BE NO MORE THAN 4"
BELOW INTERIOR FLOOR LEVEL
•ALL TYPE 15" FRONT DOOFS TO BE 2'-10" MIN. & ALL DOOR
THRESHOLDS CANNOT EXCEED 1/2" PER 404
•ALL DWELLINGS MUST BE TYPE B , OPT. 5
•ALL REQUIRED DOOR HARDWARE TO MEET I5C CHAPTER 11
& EXITING PER 1010.1.9.1
IMC
TYPE 5 OR L VENT CONNECTORS KEQ'D ON FUEL -BURNING
APPLIANCE IN UNHEATED SPACES
HYDRONIC HEATING SYSTEM
APPROVAL BY THE WATER SURVEYOR DOE5 NOT
RELIEVE THE CUSTOMER OF THE RE5PON5113LITY TO
COMPLY W/ THE REQUIREMENTS OF OTHER AGENCIES
HAVING JURISDICTION. APPROVAL OF THIS PLAN DOES
NOT VEST THE BUILDING OR PLUMBING SINCE FUTURE
CHANGES IN THE CUSTOMERS WATER USE MAY
INCREASE THE A55E55MENT R15K & THE SURVEYORS
PROTECTION REQUIREMENTS.
IMC. CHAPTER 12
BUILDING INSPECTORS MUST 055ERVE A HYDROSTATIC TEST
ON THE HOT WATER SUPPLY LINES & THE PANEL SYSTEM.
•TE5T:100 P51 WATER PRESSURE OR 1-1/2 TIMES THE
OPEFATING PRE55UKE, WHICHEVEF 15 GKEATEK. MIN 30
MINUTES TEST.
•PIPING EMBEDDED IN CONCRETE MUST BE PRE55URE
TESTED PRIOR TO POURING OF CONCRETE AND BE MAINTAINED
DURING PLACEMENT.
• GARAGE HEADROOM TO BE MIN. OF 7-0" CLEARANCE
FROM ALL PIPES, SPRINKLER HEADS, DUCTS, BEAMS, &
INSULATION, ETC.
•MIN. HEADROOM CLEARANCE OF 7-6" 15 REQ'P IN ALL
HABITAL SPACES, & 7-0" 15 REQ'P ELSEWHERE
*LOCATION OF EMERGENCY LIGHTING SHALL BE APPROVED
5Y FIRE MARSHAL
•KEQ'D WHEEL STOP @ ALL PARKING 5TALL5
*EXHAUST OUTLETS TO BE A MIN. OF 3'-0" FROM BUILDING
OPENINGS & 10'-0" FROM 5UPPLY AIR INLETS (TYP).
•DOUBLE CHECK VALVE INSPECTION REQ'P BY CITY CROSS
CONNECTION CONTROL SPECIALIST PRIOR TO HYDRO STATIC
TEST OF FIRE SPRINKLER SYSTEM.
• ACCE55 TO DOUBLE CHECK VALVE MUST 5E WITHIN 5'
ABOVE FINISHED FLOOR OR A 30"00" MIN PLATFORM
MUST 5E INSTALLED FOR ACCE55
•WALL5 SEPARATING DWELLING UNITS FROM COMMON
AREAS (STAIR ENCLOSURES, ELEVATOR SHAFT, ETC) MUST
HAVE AN 5TC OF 50 OR MORE
o5MOKE & DRAFT - A55EM5LIE5 IN LO513Y,1-HK AREAS &
ELEVATORS/ ENTRY LOCATIONS SHALL HAVE A FIRE
PROTECTION RATING OF NOT LE55 THAN 50 MIN. & BEAR AN
APPROVED LABEL IDENTIFING THE RATING OF THE
A55EM13LY FOLLOWED 5Y THE LETTER "5". POOK5 SHALL
BE MAINTAINED 5ELF-CL051NG OR BE AUTOMATIC CL051NG
5Y ACTIVATION OF A SMOKE DETECTOR
ADDITIONAL PLUMBING REQUIREMENT5:
•MAIN BUILDING 5HUT-OFF KEQ'D ON WATER 5UPPLY LINE.
•PRE55URE REDUCTION VALVE ON MAIN WATER SUPPLY LINE
REQ'P 5Y CITY CODE
*EXPANSION TANK REQ'P ON EACH HOT WATER TANK.
•VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE
OUTSIDE
*HOT WATER HEATER MUST BE 5EI5MICALLY ANCHORED
OR STRAPPED 0 POINTS WITHIN THE UPPEK 1/3 & LOWER 1/3
OF ITS VERTICAL DIMENSION. @ THE LOWER POINT, A MIN.
DISTANCE OF 4" MUST BE MAINTAINED A50VE THE
CONTROLS W/ THE STRAPPING
•PROIVIDE INDIVIDUAL 5HUTOFF5 FOR EACH UNIT
•1" AIKGAP REQ'D ON DI5HWAH5HEK
•ALL SHOWERS HEADS TO 5E EQUIPPED WITH FLOW CONTROL
DEVICE TO LIMIT FLOW TO 1.75 GPM
•AIK SWITCH FOR DISPOSAL IN SINK
*ALL HOTWATER PIPES MUST BE INSULATED WITH R-3
INSULATION PER 2015 WSEC SEC 403.5.3.
SCALE: 1/4" =1'-0"
GARAGE 201: 855.74 Q.FT.
GARAGE 202: 501.02 SQ. FT.
GARAGE 301: 647.97 SQ. FT.
GARAGE 302: 530.89 SQ. FT.
COMMON AREA: 678.45 SQ.FT.
TOTAL 2,581.85 SQ. FT.
RESUB
Dec 09 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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REVISIONS:
7.21.20
10.16.20
10.16.20
A2
13' 7'
32" 417" 4171
O--------------
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DECK ELA5TOMEKIC
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N
SEPARATION REM) ABOVE
W5EC CREDIT 5a (.5 credits)
- - - - - - - - TRITON BOWE BY KOHLER (FAUCET)
-800T70-4AKL-CP 1.0 GPM
OPTION #1: INTERMITTENT WHOLE HOU5E VENTILATION
1'1" 5' 7' U5ING EXHAU5T FANS & FRE5H AIR INLET5. IMC 403.8.6 _
ALL HABITABLE ROOM5 WILL REQUIRE OUTDOOR AIR INLET5
RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR SEGMENT N
N o i (,_„ i KIT °
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f TYP "A" KITCHEN PER
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41711 3'11"
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T W5EC CREDIT 5a (.5 credits)
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W5EC CREDIT OPTION #4 (1 credit
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WING VALVE FOR HOTWATER 5UF
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3' 1161121611
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ONE BATHING FACILITY THAT
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15 REQUIRED TO COMFY WITH
OPTION "B" PROVIDE
REINFORCEMENT FOR FUTURE
INSTALLATION OF GRAB BARS WATER
CLOSET, LAVATORY, AND BATHTUB
BED #3
CAFRET
W5EC CREDIT 5a (.5 credits)
GKOHE 2611700 FAIR13ORN
SHOWER HEAD 1.75 GPM
TRITON 50WE BY KOHLER (FAUCET)
K-800T70-4AKL-CP 1.0 GPM
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11 6' 1 10'
68'
WSEC CREDIT 5a (.5 credits) J TYPE "B"
GKOHE 2611700 FAIRBORN BATHROOM PER ICC 1004.11.3
SHOWER HEAD 1.75 GPM ONE BATHING FACILITY THAT
TRITON 50WE BY KOHLER (FAUCET) 15 ON AN ACCESSIBLE ROUTE
K-50OT70-4AKL-CP 1.0 GPM 15 REQUIRED TO COMFY WITH
OPTION "B" PROVIDE
REINFORCEMENT FOR FUTURE
INSTALLATION OF GRAB BAR5 WATER
CLOSET, LAVATORY, AND BATHTUB
7'
d-
All
N
1%
0
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0 2X6 @ 16" O.C. STUD WALL W/ R-21 IN5UL.
® (2)2X4 @ 16" O.C., 1" AIR 51-ACE
1 HK METAL STUD WALL (AFTER ELEV. INSTALL)
0 2X4 @ 16" O.C.
2X6 @ 16" O.C.
WOOD COLUMN
OA PROVIDE OUTSIDE AIR FOR FURN. & WATER HEATER
(RELIEF MUST VENT TO OUTSIDE (NOT GARAGE)
22"X30" ATTIC ACCESS (50" MIN. VERT. CLEARANCE
WEATHERSTRIP & IN5UL. TO R-49
"NO EXIT" SIGN
O 120V 5MK PET W/BATT BACKUP (INTERCONNECTED)
■ FIRE DETECTOR INTERCONNECTED
4" EMERGENCY LIGHTING W/BATT BACKUP
INDICATES ILLUMINATED EXIT 51GN5 W/ BATT BACKUP
CONTRRL JOINTS
BARRIER FREE DIRECTIONAL SIGNAGE LOCATION
FUTURE GRAB BAK5: PROVIDE BLOCKING
® HORIZONTAL CENTERLINE P05TION = 35" FROM
FLOOR PER ICC/AN51609.4
CARBON MONOXIDE DETECTOR
PER IRC 315
ALL UNITS ARE TO BE TYPE "B" UNITI5
PER ICC-ANSI A117-1 SECTION 1004.
INSTALL SOLID 2X BLOCKING FOR
FURTURE GRAB BARS IN ALL BATHROOMS
CLEAR FLOORS AREAS ARE INDICATED
IN THE TYPE "B" BATHROOMS AND KITCHEN
CERTIFICATE WILL BE POSTED IN FURNACE (OR
OTHER APPROVED AREA) WITH THE FOLLOWING
INFORMATION: K-VLAUNE5, U-VALUE5,RE5ULT5
FROM DUCT SYSTEM TEST AIR LEAKAGE TESTING,
RESULTS FROM 5UIDLING ENCELOPE AIR LEAKAGE TESTING,
TYPES AND EFFICIENCIES OF HEATING, COOLING, AND
SERVICE WATER HEATING EQUIPMENT PER R401.3
DUCTS ARE REQUIRED TO BE INSULATED TO A
MINIMUM OF R-8 PER R403.3.1
THE DWELLING 15 REQUIRED TO BE TESTED &VERIFIED A5
HAVING AN AIR LEAKAGE RATE NOT EXCEEDING 3 AIR
CHANGES PER HOUR PER R402.4.1
MECHANICAL DUCTS ARE REQUIRED TO BE SEAL TESTED
IN ACCORDANCE WITH 403.3.2 TESTING TO COMPLY WITH WSU
R5-33.
EXTERIOR HEADERS ARE REQUIRED TO BE INSULATED WITH
A MIN. OF R-10 INSULATION.
CORNERS OF STUD WALLS ARE REQUIRED TO BE FULLY
INSULATED.
MECHANICAL SYSTEM PIPING
ISULATED MIN. R-6 PER R403.4
Doors are required to be fire rated where located in fire rated walls.
Note that elevator shaft openings must also be protected with rated
doors accordingly. This item applies at all floor levels. Table 508
(i) Doors in 2 hours wall shall be 90 minute rated. IBC Table 716.5
(ii) Doors in 1 hour elevator shaft or interior exit enclosures shall be
60 minute rated. IBC Table 716.5.
Please note that a full NFPA 13 sprinkler system is required in order
to reduce the rating of the separation from 2-hours to 1-hour. An
NFPA 13R system is not sufficient to reduce the rating to 1-hour. This
means that the walls between Garage 201 and the Machine room, as
well as the wall between Garage 301 and the Stair must be 2 hour
rated.
ELEVATOR EQUIPMENT ROOM
•1350 HEAT DETECTOR @ SPRINKLER HEADS •PROVIDE
FRESH AIR THROUGH 4" DUCT •EXAU5T FAN TO
MAINTAIN A MAX. TEMP OF 900 & VENT TO OUTSIDE
AS KEQ'D BY MFG 5PEC5
ELEVATOR NOTES
•UNHEATED 5PACE•CONTINOU5 RIM @ FLOORS.
•INSTALLATION OF ADDITIONAL ELEVATOR DOORS SHALL
NOT VIOLATE LISTINGS OF ELEVATOR (TYP)
MECHANICAL CHASES
*CONTINUOUS RIM @ FLOOR.
SPRINKLER ROOM
•FIRE ALARM CONROL PANEL IN SPRINKLER ROOM W/
CENTRAL STATION SERVICE MONITORING
•ANNUNCIATOR IN LOBBY
STAIR NOTES
•MAINTAIN KEQ'D 1 HR STAIRS ENCLOU5URE5 & MIN 6-8"
HEADROOM @ 5TAIR5 •ELECTRIC HEAT 40 MIN.TEMP 1 WATT
PER 50. FT. UNHEATED SPACE *STAIR BACKING FOR HAND
RAIL *CONTINUOUS RIM @ FLOOR. •13A5EMENT STAIR:
RISE = 6.81" RUN =11" ALL OTHER STAIRS: R15E = 6.72"
FIREPLACE NOTE5
•'O' CLEARANCE FIREPLACE W/ DIRECT
VENT
FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER
MANUFACTUKEK'5 SPEC5 AND SHALL HAVE
APPROAL LABEL ATTACHED
5/8" TYPE "X" GWB TO ROOF 5HEATING
FIREPLACES & 5TOVE5 MUST BE D.O.E
CERTIFIED & LABELED A5 SUITABLE
FOR USE DURING A FIRST STAGE BURN
BAN.
IPC
PROVIDE ONE OPENABLE ESCAPE WINDOW IN 5A5EMENT
& IN EACH SLEEPING ROOM MEETING ALL THE
FOLLOWING REQUIREMENTS:
1. AN OPENA13LE AREA OF NOT LE55 THEN 5.7 5Q.FT.
2. A MIN. CLEAR HEIGHT OF 24"
3. A MIN. CLEAR WIDTH OF 20"
4. FIN15HEP SILL HEIGHT OF NOT MORE THAN 44" ABOVE
THE FIN15H FLOOR.
5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED
FRESH AIR SUPPLY @ FURNACE
6.ALL WINDOWS & DOORS HAVING ACCE55 TO EXTERIOR OR
UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAC)
• RECESSED LIGHTING TO BE IC RATED
• ALL TYPE "B" DECK SURFACES TO BE NO MORE THAN 4"
BELOW INTERIOR FLOOR LEVEL
•ALL TYPE " B" FRONT DOORS TO BE 2'-10" MIN. & ALL DOOR
THRESHOLDS CANNOT EXCEED 1/2" PER 404
•ALL DWELLING5 MUST BE TYPE B ,OPT B
•ALL REQUIRED DOOR HARDWARE TO MEET IBC CHAPTER 11
& EXITING PER 1010.1.9.1
IMC
TYPE B OR L VENT CONNECTORS KEQ'D ON FUEL -BURNING
APPLIANCE IN UNHEATED SPACES
HYDRONIC HEATING SYSTEM
APPROVAL BY THE WATER SURVEYOR DOES NOT
RELIEVE THE CUSTOMER OF THE RE5PON515LITY TO
COMPLY W/ THE REQUIREMENTS OF OTHER AGENCIES
HAVING JURISDICTION. APPROVAL OF THIS PLAN DOES
NOT VEST THE BUILDING OR PLUMBING SINCE FUTURE
CHANGES IN THE CUSTOMERS WATER USE MAY
INCREASE THE A55E55MENT R15K & THE SURVEYORS
PROTECTION REQUIREMENTS.
IMC. CHAPTER 12
BUILDING IN5PECTOK5 MUST 0135ERVE A HYDROSTATIC TEST
ON THE HOT WATER SUPPLY LINES & THE PANEL SYSTEM.
•TE5T:100 P51 WATER PRESSURE OR 1-1/2 TIMES THE
OPERATING PRESSURE, WHICHEVER 15 GREATER. MIN 30
MINUTES TEST.
•PIPING EMBEDDED IN CONCRETE MUST BE PRE55URE
TESTED PRIOR TO POURING OF CONCRETE AND BE MAINTAINED
DURING PLACEMENT.
• GARAGE HEADROOM TO BE MIN. OF 7'-0" CLEARANCE
FROM ALL PIPES, SPRINKLER HEADS, DUCTS, BEAMS, &
IN5ULATION, ETC.
•MIN. HEADROOM CLEARANCE OF 7-6" 15 REQ'P IN ALL
HABITAL SPACES, & 7'-D" IS KEQ'D ELSEWHERE
*LOCATION OF EMERGENCY LIGHTING SHALL BE APPROVED
5Y FIRE MARSHAL
•KEQ'D WHEEL STOP @ ALL PARKING 5TALL5
*EXHAUST OUTLETS TO BE A MIN. OF 3'-0" FROM BUILDING
OPENINC75 & 10'-0" FROM 5UPPLY AIR INLETS (TYP).
*DOUBLE CHECK VALVE INSPECTION REQ'P BY CITY CROSS
CONNECTION CONTROL SPECIALIST PRIOR TO HYDRO STATIC
TEST OF FIRE SPRINKLER SYSTEM.
• ACCE55 TO DOUBLE CHECK VALVE MUST BE WITHIN 5'
ABOVE FINISHED FLOOR OR A 30"X30" MIN PLATFORM
MUST BE INSTALLED FOR ACCE55
•WALL5 SEPARATING DWELLING UNITS FROM COMMON
AREAS (STAIR ENCLOSURES, ELEVATOR SHAFT, ETC) MUST
HAVE AN 5TC OF 50 OR MORE
•SMOKE & DRAFT - A55EM5LIE5 IN L0513Y,1-HR AREAS &
ELEVATOR5/ ENTRY LOCATIONS SHALL HAVE A FIRE
PROTECTION RATING OF NOT LE55 THAN 50 MIN. & BEAR AN
APPROVED LABEL IDENTIFING THE RATING OF THE
A55EM13LY FOLLOWED BY THE LETTER "5". DOORS SHALL
BE MAINTAINED 5ELF-CL051NG OR BE AUTOMATIC CL051NG
BY ACTIVATION OF A SMOKE DETECTOR
ADDITIONAL PLUMBING REQUIREMENT5:
•MAIN BUILDING 5HUT-OFF KEQ'D ON WATER SUPPLY LINE.
•PRE55URE REDUCTION VALVE ON MAIN WATER SUPPLY LINE
KEQ'D BY CITY CODE
•EXPAN5ION TANK REQ'P ON EACH HOT WATER TANK.
•VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE
OUTSIDE
*HOT WATER HEATER MUST BE 5EI5MICALLY ANCHORED
OR STRAPPED 0 POINTS WITHIN THE UPPER 1/3 & LOWER 1/3
OF ITS VERTICAL DIMENSION. @ THE LOWER POINT, A MIN.
DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE
CONTROLS W/ THE STRAPPING
•PROIVIDE INDIVIDUAL 5HUTOFF5 FOP, EACH UNIT
•1" AIKGAP REQ'D ON DI5HWAH5HEK
•ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL
DEVICE TO LIMIT FLOW TO 1.75 GPM
•AIK SWITCH FOR DISPOSAL IN SINK
*ALL HOTWATER PIPES MUST BE INSULATED WITH R-3
INSULATION PER 2015 WSEC SEC 403.5.3.
SCALE: 1/4" =1'-0"
201: LIV= 1,800.75 SQ. FT. DECK = 175.88 SQ. FT.
202: LIV=1,456.32 SQ. FT. DECK=114.25 SQ. FT.
COMMON AREA: 206.55 SQ. FT.
TOTAL = 3,463.62 SQ. FT.
RESUB
Dec 09 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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REVISIONS:
7.21.20
10.16.20
1'K11V 1 CU:
10.16.20
31211 417" 4'-/ - - - - 2'9" 21911 2'91' 21911
---------------- -----------
I I
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N 17' 76" 41611
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B I I -�
• DECK
N ---EL-ATOEIC---------------
I DIN 01 LIT
CAPRET CAPETUNIT 3
GAS STUD
�K)j Qs�1-HOUR FLOOR/CEILING OCCUPANCY `
SEPARATION REQ'D ABOVE
W5EC CREDIT 5a (.5 credits) `
TRITON BOWE 5Y KOHLER (FAUCET) N B R V
2'1" 4'6loor7o 4AKL CP 1.0 GPM OPTION X INTERMITTENT WHOLE AIR
IN E VENTILATION UIRE OUTDOOR AIR INLET5 UNIT
302
I USING EXHAUST FANS &FRESH AIR INLETS. IMC 403.8.E • � I
ALL
5 WILL
RUN TIME FACTOR 2M 50% PUN TIME IN EACH 4-HOUR 5EGMENT.
I
N N F 1-HOUR FLOOR/CEILING OCCUPANCY DIN
SEPARATION R X) ABOVE CAPRET
_ W5EC CREDIT 5a (.5 credits)
I Q v I 9'7' 3'211 LIV TRITON BOWE BY KOHLER (FAUCET)
W �� h TYP " B" KITCHEN PER CV K 800T70 4AKL-CP 1.0 GPM
---
ICC 1004.12 CAPRET
J I i TYP "B" KITCHEN PER KIT
[CC 1004.12 HARDWOOD
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ONE BATHING FACILITY THAT
15 ON AN ACCESSIBLE ROUTE
IS REQUIRED TO COMFY WITH
OPTION "B" PROVIDE
REINFORCEMENT FOR FUTURE
INSTALLATION OF GRAB BARS WATER
CLOSET, LAVATORY, AND BATHTUB
0
4'
3" 4
t\
SEC CREDIT O ION #4 (1 credit)
O
& 5c (1.5 credit) ELECT. TANKLE55
HOT WATER HEATER (W/MIN EFF
OF .93) WATER SUPPLY FOR HYDRONIC
HEATERS BY BEACON/MORRIC, &
N
MIXING VALVE FOR HOPNATER SUPPLY
BED # 2
TO EACH UNIT
CAPRET
-
N
1795.0&
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N
-
•
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,♦ iK
N
3°
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'
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N
BED #3
CAPRET
W5EC CREDIT 5a (.5 credits)
GKOHE 2611700 FAIR13ORN
SHOWER HEAD 1.75 GPM
TRITON 50WE BY KOHLER (FAUCET)
K-800T70-4AKL-CP 1.0 GPM
51411
ABED
CAPRET
TYF
44" MAX SILL HEIGHT
N / R�MOVABLE\
cp I V NITS--..-..h
Ln I PARALLEL I
�.. ARRROP�Gf�I
\ I 30"X48"
iFL00R50ACE
_ ED
T AT
3°
NO CAB. UNDER 51NK
ALLOWING FOR A
FORWARD APPROACH
W.I.C. CAPRET
N
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C6
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MBATH
TILE
t\
ICI
----------------------------------------
/
_
4' cal
- --5'g-1/ " -N-
- - -CFM----------'
- - - - - T.O.
TYP
E
50 CFM
ENTRY
• V.T.O. °
WSEC CREDIT 5a (.5 credits)
TILE _
TRITON 50WE BY KOHLER (FAUCET)
0
BATH
K-800T70-4AKL-GP 1.0 GPM -
TILE 42
GROHE 2611700 FAIRDORN
W5EC CREDIT OPTION #4 (1 credit)
SHOWER HEAD 1.75 GPM
& 5c (1.5 credit) ELECT. TANKLE55
1 HOT WATER H (W/MIN EFF
=
J OF .93) WATER SUP LY FOR HYDR
NIC
(1��
HEATER5 BY BEAC /MORRIS &
V
WING VALVE FOR H TWATER 5UP
LY
0 EACH UNIT
BED # 2
N
CAPRET N
d-
Ln
1%
° N
'
REMOVABLE VANITYLC
NO GAB. UNDER SINK
x
40 CFM
HIE U�
I
�
CV
=
ALLOWING FOR A
HOUSE
AN _
�
�t PIP
LC)
d. N
=
•
N
2 ' I'
�6
32-1/2
85-1/2
FORWARD APPROACHI
46
1
-
;
U
-LLUI
1/2"
2'
-
-----N--------
otL\.
ST iR OP710N#1: INTERMITTENT WHOLE HOUSE VENTILATION LPL Q OL = H Q Q II\tll= 1
N U51NG EXHAU57 FANS &FRESH AIR INLETS. IMC 403.8.E N O ¢ zz U W > \ ° IC
CAPRET - ALL HABITABLE ROOM5 WILL REQUIRE OUTDOOR AIR INLETS N / -� U
V RUN TIME FACTOR 2 = 50% RUN TIME IN EACH 4-HOUR 5EGMENT. Q - - - N
,� t� It
X4' 5HOW
A
50 CFM
V.T.O.
1/2" 1'8'
MBED
CAPRET
44" MAX SILL HEIGHT
WSEC CREDIT 5a (.5 credits) -
GKOHE 2611700 FAIRBORN
SHOWER HEAD 1.75 GPM
TRITON 50WE BY KOHLER (FAUCET)
K-80OT70-4AKL-CP 1.0 GPM
z
� \ _
0 O TI(fE� r
.
o 50 CFM
15 ugoolot�- . 1
H W VTO.
I
N 1 I -
'
i I
I
I
i1 I
I
6" 8' 2'
10, 7'
TYPE "B"
BATHROOM PER ICC 1004.11.3
ONE BATHING FACILITY THAT
15 ON AN ACCESSIBLE ROUTE
15 REQUIRED TO COMFY WITH
OPTION "B" PROVIDE
REINFORCEMENT FOR FUTURE
INSTALLATION OF GRAB BAR5 WATER
CLOSET, LAVATORY, AND BATHTUB
MR
0 2X6 @ 16" O.C. STUD WALL W/ R-21 IN5UL.
® (2)2X4 @ 16" O.C., 1" AIR 51-ACE
1 HK METAL STUD WALL (AFTER ELEV. INSTALL)
0 2X4 @ 16" O.C.
2X6 @ 16" O.C.
WOOD COLUMN
OA PROVIDE OUTSIDE AIR FOR FURN. & WATER HEATER
(RELIEF MUST VENT TO OUTSIDE (NOT GARAGE)
7- , 22"X30" ATTIC ACCESS (50" MIN. VERT. CLEARANCE
WEATHERSTRIP & IN5UL. TO R-49
"NO EXIT" SIGN
O 120V 5MK PET W/5ATT BACKUP (INTERCONNECTED)
■ FIRE DETECTOR INTERCONNECTED
EMERGENCY LIGHTING W/5ATT BACKUP
INDICATES ILLUMINATED EXIT 51GN5 W/ 5ATT BACKUP
CONTORL JOINTS
BARRIER FREE DIRECTIONAL 51GNAGE LOCATION
FUTURE GRAB BAR5: PROVIDE BLOCKING
® HORIZONTAL CENTERLINE P05TION = 35" FROM
FLOOR PER ICC/AN51609.4
CARBON MONOXIDE DETECTOR
PER IRC 315
ALL UNITS ARE TO BE TYPE "B" UNITI5
PER ICC-ANSI A117-1 SECTION 1004.
INSTALL SOLID 2X BLOCKING FOR
FURTURE GRAB BARS IN ALL BATHROOMS
CLEAR FLOORS AREAS ARE INDICATED
IN THE TYPE "B" BATHROOMS AND KITCHEN
CERTIFICATE WILL BE POSTED IN FURNACE (OR
OTHER APPROVED AREA) WITH THE FOLLOWING
INFORMATION: K-VLAUNE5, U-VALUE5,RE5ULT5
FROM DUCT SYSTEM TEST AIR LEAKAGE TESTING,
RESULTS FROM BUIDLING ENCELOPE AIR LEAKAGE TESTING,
TYPES AND EFFICIENCIES OF HEATING, COOLING, AND
SERVICE WATER HEATING EQUIPMENT PER R401.3
DUCTS ARE REQUIRED TO BE INSULATED TO A
MINIMUM OF R-8 PER R403.3.1
THE DWELLING 15 REQUIRED TO BE TESTED & VERIFIED AS
HAVING AN AIR LEAKAGE RATE NOT EXCEEDING 3 AIR
CHANGES PER HOUR PER R402.4.1
MECHANICAL DUCTS ARE REQUIRED TO BE SEAL TESTED
IN ACCORDANCE WITH 403.3.2 TESTING TO COMPLY WITH WSU
RS-33.
EXTERIOR HEADERS ARE REQUIRED TO BE INSULATED WITH
A MIN. OF R-10 INSULATION.
CORNERS OF STUD WALLS ARE REQUIRED TO BE FULLY
INSULATED.
MECHANICAL SYSTEM PIPING
ISULATED MIN. R-6 PER R403.4
Doors are required to be fire rated where located in fire rated walls.
Note that elevator shaft openings must also be protected with rated
doors accordingly. This item applies at all floor levels. Table 508
(i) Doors in 2 hours wall shall be 90 minute rated. IBC Table 716.5
(ii) Doors in 1 hour elevator shaft or interior exit enclosures shall be
60 minute rated. IBC Table 716.5.
Please note that a full NFPA 13 sprinkler system is required in order
to reduce the rating of the separation from 2-hours to 1-hour. An
NFPA 13R system is not sufficient to reduce the rating to 1-hour. This
means that the walls between Garage 201 and the Machine room, as
well as the wall between Garage 301 and the Stair must be 2 hour
rated.
ELEVATOR EQUIPMENT ROOM
•1350 HEAT DETECTOR @ SPRINKLER HEADS •PROVIDE
FRESH AIR THROUGH 4" DUCT •EXAU5T FAN TO
MAINTAIN A MAX. TEMP OF 900 & VENT TO OUTSIDE
AS KEQ'D 5Y MFG 5PEC5
ELEVATOR NOTES
•UNHEATED 5PACE•CONTINOU5 RIM @ FLOORS.
•INSTALLATION OF ADDITIONAL ELEVATOR DOORS SHALL
NOT VIOLATE LISTINGS OF ELEVATOR (TYP)
MECHANICAL CHA5E5
*CONTINUOUS RIM @ FLOOR.
SPRINKLER ROOM
•FIRE ALARM CONROL PANEL IN SPRINKLER ROOM W/
CENTRAL STATION SERVICE MONITORING
•ANNUNCIATOR IN LOBBY
STAIR NOTES
•MAINTAIN KEQ'D 1 HR STAIRS ENCLOU5URE5 & MIN 6-8"
HEADROOM @ 5TAIR5 •ELECTRIC HEAT 40 MIN.TEMP 1 WATT
PER 50. FT. UNHEATED SPACE *STAIR BACKING FOR HAND
RAIL *CONTINUOUS RIM @ FLOOR. •BASEMENT STAIR:
RISE = 6.81" RUN =11" ALL OTHER STAIRS: RISE = 6.72"
FIREPLACE NOTE5
•'O' CLEARANCE FIREPLACE W/ DIRECT
VENT
FACTORY BUILT FIREPLCE SHALL BE INSTALLED PER
MANUFACTUKEK'5 5PEC5 AND SHALL HAVE
APPROAL LABEL ATTACHED
5/8" TYPE "X" GWB TO ROOF 5HEATING
FIREPLACES & 5TOVE5 MUST 5E D.O.E
CERTIFIED & LABELED AS SUITABLE
FOR USE DURING A FIRST 5TAGE BURN
BAN.
IBC
PROVIDE ONE OPENABLE ESCAPE WINDOW IN 5A5EMENT
& IN EACH SLEEPING ROOM MEETING ALL THE
FOLLOWING REQUIREMENTS:
1. AN OPENA13LE AREA OF NOT LE55 THEN 5.7 5Q.FT.
2. A MIN. CLEAR HEIGHT OF 24"
3. A MIN. CLEAR WIDTH OF 20"
4. FIN15HEP SILL HEIGHT OF NOT MORE THAN 44" ABOVE
THE FIN15H FLOOR.
5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED
FRESH AIR SUPPLY @ FURNACE
6.ALL WINDOWS & POOK5 HAVING ACCE55 TO EXTERIOR OR
UNHEATED TO BE SEALED PER SEC. 402.4.1.1(WAC)
• RECESSED LIGHTING TO BE IC RATED
• ALL TYPE "5" DECK SURFACES TO BE NO MORE THAN 4"
BELOW INTERIOR FLOOR LEVEL
•ALL TYPE 15" FRONT DOORS TO BE 2'-10" MIN. & ALL DOOR
THRESHOLDS CANNOT EXCEED 1/2" PER 404
•ALL DWELLINGS MUST BE TYPE B , OPT. B
•ALL REQUIRED DOOR HARDWARE TO MEET I5C CHAPTER 11
& EXITING PER 1010.1.9.1
IMC
TYPE 5 OR L VENT CONNECTORS KEQ'D ON FUEL -BURNING
APPLIANCE IN UNHEATED SPACES
HYDRONIC HEATING BYBTEM
APPROVAL 13 THE WATER SURVEYOR DOE5 NOT
RELIEVE THE CUSTOMER OF THE RESPON5IBLITY TO
COMPLY W/ THE REQUIREMENTS OF OTHER AGENCIES
HAVING JURISDICTION. APPROVAL OF THIS PLAN DOES
NOT VEST THE BUILDING OR PLUMBING SINCE FUTURE
CHANGES IN THE CU5TOMER5 WATER USE MAY
INCREASE THE A55E55MENT RISK & THE SURVEYORS
PROTECTION REQUIREMENTS.
IMC. CHAPTER 12
BUILDING IN5PECTOK5 MUST 055ERVE A HYDROSTATIC TEST
ON THE HOT WATER SUPPLY LINES & THE PANEL SYSTEM.
•TE5T:100 P51 WATER PRESSURE OR 1-1/2 TIMES THE
OPERATING PRESSURE, WHICHEVER 15 GREATER. MIN 30
MINUTES TEST.
•PIPING EMBEDDED IN CONCRETE MUST BE PRE55URE
TESTED PRIOR TO POURING OF CONCRETE AND BE MAINTAINED
DURING PLACEMENT.
• GARAGE HEADROOM TO BE MIN. OF 7-0" CLEARANCE
FROM ALL PIPES, SPRINKLER HEADS, DUCTS, BEAMS, &
INSULATION, ETC.
•MIN. HEADROOM CLEARANCE OF 7-6" 15 REQ'P IN ALL
HABITAL SPACES, & 7-0" 15 REQ'P ELSEWHERE
*LOCATION OF EMERGENCY LIGHTING SHALL BE APPROVED
5Y FIRE MARSHAL
•REQ'D WHEEL STOP @ ALL PARKING 5TALL5
*EXHAUST OUTLETS TO BE A MIN. OF 3'-0" FROM BUILDING
OPENINC75 & 10'-0" FROM 5UPPLY AIR INLETS (TYP).
*DOUBLE CHECK VALVE INSPECTION REQ'P BY CITY CROSS
CONNECTION CONTROL SPECIALIST PRIOR TO HYDRO STATIC
TEST OF FIRE SPRINKLER SYSTEM.
• ACCE55 TO DOUBLE CHECK VALVE MUST BE WITHIN 5'
ABOVE FINISHED FLOOR OR A 30"X30" MIN PLATFORM
MUST BE INSTALLED FOR ACCE55
•WALL5 5EPARATING DWELLING UNITS FROM COMMON
AREAS (STAIR ENCLOSURES, ELEVATOR SHAFT, ETC) MUST
HAVE AN 5TC OF 50 OR MORE
•SMOKE & DRAFT - A55EM5LIE5 IN L055Y,1-HR AREAS &
ELEVATOR5/ ENTRY LOCATIONS SHALL HAVE A FIRE
PROTECTION RATING OF NOT LE55 THAN 50 MIN. & BEAR AN
APPROVED LABEL IDENTIFING THE RATING OF THE
A55EM13LY FOLLOWED 5Y THE LETTER "5". POOK5 SHALL
5E MAINTAINED 5ELF-CLO51NG OR BE AUTOMATIC CL051NG
5Y ACTIVATION OF A SMOKE DETECTOR
ADDITIONAL PLUMBING REQUIREMENT5:
•MAIN BUILDING 5HUT-OFF KEQ'D ON WATER SUPPLY LINE.
•PRE55URE REDUCTION VALVE ON MAIN WATER SUPPLY LINE
KEQ'D 5Y CITY CODE
•EXPAN5ION TANK REQ'P ON EACH HOT WATER TANK.
•VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE
OUTSIDE
*HOT WATER HEATER MUST BE 5EI5MICALLY ANCHORED
OR STRAPPED 0 POINTS WITHIN THE UPPER 1/3 & LOWER 1/3
OF ITS VERTICAL DIMENSION. @ THE LOWER POINT, A MIN.
DISTANCE OF 4" MUST BE MAINTAINED A50VE THE
CONTROLS W/ THE STRAPPING
•PROIVIDE INDIVIDUAL 5HUTOFF5 FOR EACH UNIT
•1" AIKGAP REQ'D ON DI5HWAH5HEK
•ALL SHOWERS HEADS TO BE EQUIPPED WITH FLOW CONTROL
DEVICE TO LIMIT FLOW TO 1.75 GPM
•AIR SWITCH FOR DISPOSAL IN SINK
*ALL HOTWATER PIPES MUST BE INSULATED WITH R-3
INSULATION PER 2015 WSEC SEC 403.5.3.
SCALE: 1/4" = 1'-0"
301: LIV=1,795.08 SQ. FT. DECK=175.88SQ. FT.
302: LIV=1,442.75 SQ. FT. DECK=114.25 SQ. FT
COMMON AREA: 215.79 SQ. FT.
TOTAL = 3,453.62
RESUB
Dec 09 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
zl=
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1REVISIONS:
7.21.20
10.16.20
1'K11N 1 CU:
10.16.20
THROUGH PENETRATIONS & MEMBRANE
PENTRATION5 SHALL BE PROTECTED IN z
ACCORDANCE W/ IBC 714.1
Provide Fire Store
Party Wall for pipes r ^ o
DEFERRED 5U5MITTAL
a s c D E F FIRE STOP @ PIPE PENIT.
W N
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RESUB `- W
Jul 27 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
G H I j K L
ALL 5TAIRWALL5 BLOCKED
VERT. & HORIZ. @ 10' O.C. / EXTEND HANDRAIL:
- 6" PRIVATE
NOTE: HANDRAIL MUST- - 12" PUBLIC TOP
BE 34" TO 38" MAX. o - 12" PUBLIC 50TTOM z INSULATION PER 15C
RESIST 200# LOAD - AND RETURN OR CONT. M
PER IBC 1607..7.1 �' U
2X PLATE TYP. FLOOR CON5T. 1 1/4" - 2" PIA. CON T � (2) - 2X HEADER W/ TENTING MATERIAL
CARPET & 1/2" REBOND PAD W/ 11/2" CLR. F ALL Q LEDGER OR J5T. HGR5. CURB 1.1� 1:10 FE16d a 6 O.C. 3/4" T&G 5UBFL00R FOR CARRIAGE SUPPORT MAM ROOF FRAMING
R-50 INSULATION 4 THRUST BLOCK : = H
8d @ 6" O.C. 2X PLATE F—+
TJI PER FRAMING PLAN
� (3) - 2X12 STRINGERS - - - - - - - - - - - -• STD SPRINKLER HEAD
EA. SIDE & O.C. HUS212 16d @ 6" O.C. TJI PER FRAMING PLAN
LSL RIM JOIST o / � � �
(2) ROWS TOE NAILS 5/8" G.W.B. w TREAD 0 o
�-- LU 8d @ 6" O.C. 5/8" G.W.B.
16d a 6" O.C. 2X J015T = O FLKEPAN 1/4" -2" DIA. 2 2X TOP PLATE
O
IR N051NG TO BEn a
0 0 o W
(2) 2X TOP PLATE N w °L OUNDED &SLIP RESTAINT 0 I
1/2" 055 - FOR Z LL
°L 0 ACCE5515LE ^
NAILING REFER TO R-21 INSULATION - 5/8" TYPE W GYf' SD.
SHEAR WALL 5CHED. `� @ AREAS ACCE551BLE MAXIMUM 1.48HOPE INAN� FAKING SIGN H
0 U N DER STAIR5 DIRECTION FOR PARKING ST�
AND ACCESS AISLE
ACCESSIBLE
8' 5' 8' PAKING STALL
2X4 FIREBLOCK @ MIDPT. 13' WAC 1107
OF EA. STAIR RUN
STRINGER @ WALL SPRINKLER W
M TYP NON -SW @ EXT. WALL N STAIR SECTION (2) 16D 016" O.0 o P INT. NON -BEARING WALL Q R INSULATION TENTING
• SCALE: 3 4" =1' - 0" - O
ROOF -------------------
--------------
TYPICAL ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION BLOW ATTIC 1/2" GW5 DRAFT STOP
BLOW ATTIC INSULATION INSULATION @ PARTY WALL
R - 49 FLAME SPREAD COMPOSITION ROOFING IN ACCORDANCE R - 49 FLAME LOCATE TRU55 OVER PARTY
COMPOSITION ROOFING IN ACCORDANCE NOT TO EXCEED 25 AND WITH IBC TABLE 1505.1,15 LB SPREAD NOT TO WALL. TRU55 TO BE DESIGN FELT EXCEED 25 AND FOR ADDITONAL LOAD OF 1/2" 10•10•19
WITH IBC TABLE 1505.1,15 LB FELT SMOKE DENSITY NOT TO 7/16" 055 ROOF DIAPHRAGM, U.N.O. SMOKE DENSITY GWB AND TO HAVE 2X4 BACKING
2X ENGINEERED TRUSS REVISIONS:
8
7/16 055 ROOF DIAPHRAGM, U.N.O. EXCEED 450 IN ATTIC 2X ENGINEERED TRU55 NOT TO EXCEED 13 O.C. � 8d @ 6" O.0
450 IN ATTIC %.21.2�
d @ 6" O.C. \ USE APPROVED METAL CAP 5Y 5/8" GWB TYPE "X"
N5ULATION BAFFLE
2X SOLID W/ 1" MIN. AIRSPACE 2X SOLID � USE APPROVED HEATING CONTRACTOR
INSULATION BAFFLE METAL WALL
BLKG. W/ V A50VE INSULATON BLKG. W/ V NT �' RESILIENT CHANNEL R491NSUL.
W/ 1" MIN. AIRSPACE
HOLES AS REQ. HOLES AS REQ.
H-1 OR EQUAL @ _ ABOVE INSULATON OVER 2X4 STUDS @
OVER
EACH TRUSS PER A-35 PER 5/8" GWB, (2-LAYER 16 O.C.
SHEARWALL 5CHD. 5HEAKWALL 5/8" GWB IF 1-HOUR
SCHEDULE R11 INSULATION
5/5" GWB, (2-LAYER
5/8" GWB IF 1-HOUR 5/8" GWB PARTY WALL PRINTED:
7/16" 055 - FOR NAILING 7/16" 055 - FOR NAILING
REFER TO SHEAR REFER TO SHEAR FIRE5TOP5 REQ. @ 10' -N"ES U B 7.21.20
WALL 5CHED. 5/8" GW[3 WALL 5CHED. INTERVALS ALONG
(2) 2X6 TOP PL STAGGERED PARTY WALLS
7.28.20
(2) 2X6 TOP PL
TRUSS@ CITY OF EDMONDS
TRUSS @ EXT. WALL TYP. DRAFT STOP (HIGH4VICESDEVELOPMENT
TRUSS @EXT. SW u v w SHAFT TERMINATION x DEPARTMENT
SCALE: 3 / 4" = 1' - 0"
CRICKET FRAMING
VENT AS KEQ.
5OLID 2X TAPPERED @ CLA55 " B" ROOF
1/4" IN 12" MIN FOR OVER 1/2" PLY
CRICKET DRAINAGE 8d @ 6" O.C.
FLOOR -CEILING SYSTEMS, WOOD FRAMED ONE HOUR EXTERIOR WALL
GA FILE # WP 5510 / R-49 IN5UL. GA FILE NO Wf 8105-FIRE TEST Wf 3510 z
STC 55-59 GA FILE NO. FC 5011 PROPRIETARY` 1 HOUR 60 to 64 STC ( �J
1 HOUR F.R. WOOD I -JOISTS, WOOD STRUCTURAL PANELS, GYPSUM FIRE SOUND 611 2 V �-I o
FLOOR TOPPING RESILIENT CHANNELS, GLASS FIBER BATT _ 2X6 FRAMING 4X6 CEDAR m
OR LOOSE FILL INSULATION, GYPSUM WALLBOARD ~�
@ 16" o.c. 4X6 CEDAR � N
Basel es to resilient
farytype
channels 24" o.c.
dorgypshen insulation
is used) t hright" ROOF -CEILING SYSTEMS 1 LAYER OF 5/8" GW5 R-21 INSULATION 4X6 CEDAR � W
angles to resilient furring channels 24" o.c. (16" o.c. when insulation is used) with 1" � Type S drywall screws 16" o.c. Gypsum board end joints located midway between GA FILE NO. RC 2602 GENERIC 1 HOUR 5/8" TYPE "X" GYPSUM o
continuous channels and attached with screws 8" to additional pieces of channel 60" _ FIRE WALLBOAKD C�
long located 3" back on either side of end joint. Resilient channels applied at right angles WOOD TRUSSES, GYPSUM WALLBOARD 2X4 SOLID BLOCKI N G
to minimum 10" deep wood I joists spaced a maximum of 19" o.c. with 1+/4" TypesL 1/2" OSB PER 5W SCHEDULE
drywall screws. Face layer +l2" proprietary e X sum wallboard or sum veneer Base layer 5/8" type X gypsum wallboard applied at right angles to wood trusses 24" BEVEL TOP A5 SHOWN ` e
rYN Y P P ry type gypsum gypsum Approx. Ceiling o.c. with 1 1/4" Type W or S drywall screws 24" o.c. Face layer 5/8" type X gypsum z
base applied at right angles to resilient furring channels 1 S/e" Type S drywall screws 8" Weight: 3 psf wallboard or gypsum veneer base applied at right angles to trusses with 1 7/8" Type W CONTINUE GW I3 E N TI KE 7 r�
o.c. and 1+12" Type G screws 8" o.c. at the butt joints loctaed mid span between the Fire Test: UL R1319, 05NK04589, or S d LENGTH OF TRUSS
GYPSUM WALLBOARD, WOOD 5TUD5 drywall
resilient channels. Glass fiber insulation secured to subfloor or loose fill insulation 2-4-05; UL R1319, screws 12" o.c. laced 2" back on either side of end joints. Joints offset 24" from base ---- A
BASE LAYER 1/4" GYPSUM WALLBOAKD applied directly over gypsum board. Wood I joists supporting 79/32" wood structural panel 05NK09496, 3-31-05; layer joints. Wood trusses supporting 1/2" wood structural panels applied at right angles
APPLIED PARALLEL TO EACH SIDE OF subfloor applied at right angles to joists with construction adhesive and 6d ring shank UL Design L570 to trusses with 8d nails. Appropriate roof coverin o
nails 12" o.c. Minimum +/2"proprietary0g• 2 LAYERS 5/8 r ,
0 U B LE ROW OR 2X4 WOOD STU D516" O.C. gypsum floor topping applied over subfloor. Sound Test: RAL OT03-O5, 4-22-03; a �
STC rated with I joists spaced 24" o.c., 3+/2" glass fiber insulation in joist spaces, 2/4" RAL OT03-07, 4-29-03; GWB TYPE "X" N N <9 ~" O
" " " " proprietary gypsum floor topping poured over +/4" proprietary sound reduction mat, and RAL OT03-09, 6-18-03 CV
AND 1 1/2 APART W/ 4d COATED NAILS 1 1/2 LONG, 0.099 SHANK, IIC&Test: (58sheetvinyl),
with finish flooring of sheet vinyl, engineered wood laminate, and ceramic tile. (STC 64
H EAD5,12" O.C. FACE LAYER 1/2"TYPE X GYPSUM WALLBOAKD, when sheet vinyl or engineered wood laminate is applied to floor; STC ss when tested RAL oro3-os, a-22-o3; ____ _= SI M PSON A34 @ 12" O.C. „ „ N N
s2engineeredwood EXTERIOR 5UKFACE W/ 3/4 DROP SIDING OVER 1/2
VENEER BASE OR VINYL FACED GYPSUM BOARD LAMINATED with ceramic tile applied to floor.) (
PROPRIETARY GYPSUM COMPONENTS (2 PEK JOIST SPACES)
laminate) RALOT03-08, GYPSUM SHEATHING ON 2"X4" WOOD 5TUD5 AT
TO 5A5E LAYER PARALLEL TO 5TUD5 W/ 3/8" RIBBONS OF ADHESIVE 16"4-29-03; W/ (3) 8d X 1 1/4" NAILS
United States Gypsum Company +/2" SHEETROCK®Brand FIRECODEOC (54 ceramic file) Approx. Ceiling 16" ON CENTER, INTERIOR SURFACE TREATMENT AS 1'8-1/2"
O.C. & 5d COATED NAIL51 3/4" LONG, 0.099" SHANK, 1/4" HEAD5,16" O.G. Core Gypsum Panels RAL OT03-10, 6-18-03 Weight: 5psf EACH LEG
TO TOP & BOTTOM PLATES. 4d FINISH NAILS 1 1/2" LONG, 0.072" SHANK, LEVELROCK®Brand Floor Underlayment Fire Test: FM FC 172, 2-25-72; REQUIRED FOR 1-HOUK-DATED EXTERIOR OR INTERIOR
ITS, 8-6-98 2"X4" WOOD STUD PARTITIONS. GYPSUM SHEATHING
11 11
0.1055 HEADS, @ 45 DEGREES ANGLE 16 O.C. HORIZONTALLY, 24II O.C. <0
VERTICALLY. SOUND TESTED W/ 1 1/2" MINERAL FIBEK IN STUD SPACE. NAILED WITH 1-3/4" BY N°11 GUAGE BY 7/16" HEAD
5TAGGEK BASE LAYER JOINT516" O.C. & FACE JOINTS 24" O.C. EACH GALVANIZED NAILS AT 8" O.C. SIDING NAILED WITH 7d
LAYER &SIDES. (LOAD -BEARING)
TRUSS @ GALVANIZED SMOOTH BOX NAILS.
A 1 HR PARTY WALL B 1 HOUR FLOOR & CEILING 1 HOUR ROOF-CEILNG D DRAFT STOP (PERP.) E 1 HOUR EXT. WALL F ROOF ANGLE BRACE
ONE HOUR INTERIOR WALL TEST UL DES 327 U
2X6 HEAD PLATE 2X6 FRAMING 2X6 FRAMING 2X1 FRAMING
GA FILE # WP 3605 GA FILE # WP 3605 @ 16 O.C. O
" STC 30-34 STC 30-34@ 16" O.C.
K21 INSULATION R216NSULATION IN 1 HOUR F.R. 1 HOUR F.R. �� 31�11/2" GLASS FIBEK MIN. � �
HEADER PER PLAN EXTERIOR WALL 5/8" TYPE "X" GYPSUM FLOOR w
5/8" TYPE "X" GYPSUM WALLBOARD 2X BLOCKING
RESILIENT CHANNEL
R10 INSULATION WALLBOARD 05B WALL SHEATHING
PER SW SCHEDULE � FIDE SIDE ADJACENT
DOOMS 1 HOUR FLOOK-CEILING
DOUGH OPENING WOOD COLUMN WITH GYPSUM WRAP ASSEMBLY (-i ►-�
5/8 TYPE X GYPSUM GYPSUM WALLBOARD, GLA55 FIBER, WOOD 5TUD5
1 WALLBOAKD ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR
GYP5UM WALLBOARD, WOOD 5TUD5 VENEER BASE APPLIED AT RIGHT ANGLE TO RESILIENT �( H
ONE LAYER 5/8" TYPE X PLAIN OR GYPSUM WALLBOARD, WOOD 5TUD5 LCHANNELS 8" o.c. W/ 1" TYPE 5 DRYWALL SCREWS. COKKIDOK n
PREDECORATED GYPSUM WALLBOARD, ONE LAYER 5/8" TYPE X PLAIN OR END JOINTS BACKBLOCKED WITH RE51L. CHANNELS. WOOD ►--+ Imo-,
WATER RESISTANT BACKER BOARD OR PREDECORATED GYPSUM WALLBOARD, WATER RESISTANT KESILIENT CHANNELS ATTACHED AT RIGHT ANGLES TO 2X4 WOOD 5TUD5 ADJACENT STUDS r , O
:><
BACKER 50ARD OR VENEER BASE APPLIED PARALLEL WITH 16" o.c. WITH W/ 1-1/4" TYPE 5 DRYWALL SCREWS,DOOMS �•/
VENEER BASE APPLIED PARALLEL WITH OR AT RIGHT
ANGLES TEACH SIDE OFAT RIGHT ANGLES TO EACH SIDE OF A 2X4 WOOD STUON OPPOSITE SIDE: ADJACENT O
W/ 6d COATED
16" o.c. Wl 6d COATED NAILS. 1-7/8" LONG, 0.0915" SHANK, 1/4" ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE ED NAILS. 1-7/8" LONG, 0.0915 2X4 WOOD STUDS SHANK,
O.G.oK,1/ STUDS ON
HEADS, 7" o.c. JOINTS OF SQUARE EDGE, BAPPLIED AT RIGHT ANGLES TO 5TUD5 W/ 6d COATED NAIL5,1-7/8" LONG
EVEL EDGE OR /ROOMS
HEADS, 7" O.G. JOINTS OF SQUARE EDGE, BEVEL EDGE , r w
OR PREDECORATED WALLBOARD MAY BE LEFT EXPOSED. PREDECORATED WALLBOARD MAY BE LEFT EXPOSED. STAGGER 0.0915 SHANK,15/16 HEADS 7 O.C.
STAGGER JOINTS EACH SIDE. JOINTS EACH SIDE. (LOAD -BEARING) STAGGER END JOINTS 24" o.c. EACH SIDE. SOUND TESTED W/ 3-1/2"
(LOAD -BEARING) GLASS FIBER INSULATION. (LOAD -BEARING) FIRE -RESISTIVE PROTCTION
WOOD COLUMN EXCEEDS WP 3605 PER ASTM E119
R2 / U, S2 / U R2/R2. R2 / U, R2 / S2 1 H FIRE PARTITION
c INSULATED HEADER 1 HR WALLCOLUMN i 1 H FIRE SEPARATION J 1 H FIRE SEPARATION K L CONSTRUCTION
• NO SCALE • • • • • ' N ALE
NO SCALE
ALUMINUM PRE-MANUF. RAIL ALUMINUM PKE-MANUF RAIL EXTERIOR 5HEATING
MUST RE515T 200# LOAD MUST RESIST 200# LOAD
AND 50#/L.F. LOAD AND 50#/L.F. 1/2" GYPSUM BOARD
TEMPERED GLA55 PANEL (2) LAYERS 2" RIDGID INSULATION 1-HOUR WALL PER PLANS
TEMPERED GLASS PANEL
_ 3-1/2" X 6-1/2" X 3/16" PLATE W/ (2) 1/2" - 3-1/2" X 6-1/2" X 3/16" PLATE W/ (2) 1/2" 1-HOUR CEILING PER PLANS �
DIA. BOLTS INTO BEAM INSULATED
DIA. BOLTS INTO BEAM EXTERIOR WALL
MUST RE515T 50# PER SQ. FT. LOAD MUST DESIST 50# PEP, SQ. FT LOAD ^�
.................. I --I
,,,,,,,
��tt�� GYP-CKETESOUND
WOOD 5EAM PER PLAN
•,,,,,,,,,"„
WOOD BEAM PER PLAN 0
3/4" EXT. PLY. SLOPE 1/4"/FOOT TO :: a : BARRIOR 4" DUCT
3/4" EXT. PLY. SLOPE 1/4"/FOOT TO �Y�Y�Y�< Y�
OUTSIDE W/ ELA5TOMERIC COAT
OUTSIDE W/ ELA5TOMERIC COAT ����������� TONGUE & GROOVE 2 X FRAME
2X SLEEPERS FOR SLOPE a�a�a�a�a�a
2X SLEEPERS FOR SLOPE PROVIDE 2X BLOCKING 2 BAYS O.S.B. E�
SIMPSON C52200" STKAP @ALT JOIST SIMPSON 052200" STRAP @ ALT JOIST TRU55 J015T
w
Jill FINI H W/ SOFFIT BOARD, PVA SEAL, & 5/8" TYP "X"
JOIST FINIS W/ SOFFIT BOARD, PVA SEAL, & PAIN LINER CONTINUOUS 1 LAYER GYPSUM WALLBOARD !�
10" RESILIENT CHANNEL TYPE "X" FIR
E TAPED MIN.
0 l--1
�
5/8" GYPSUM DRYWALL
SEE 1 HOUR FLOOR/CEILING SYSTEMS SEE 1 HOUR FLOOR/CEILING SYSTEMS
DETAIL FOR DECK CONSTRUCTION DETAIL FOR DECK CONSTRUCTION LINED J015T BAYS FOR DUCTS, FANS, LIGHTS, ETC. 1 H DUCT �(
RAILING @BEAM TST PERP RAILING @BEAM IST PARA INSULATED CORNER STUD PFLOOR DETAIL SOFFIT PROTECTION
R 0
SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0/1 NO SCALE
1/2" GYP BD. OVER
5/8" 5HEETROCK 2X6 STUDS 0 16" O.C.
2X 5TUD5 @ 16" O.C. \
1/2" 056 5HTG. PER Y A' R-21 INSLUATION BEARING WALL .
5W 5CHEDULE '40
Alf 2X6 P.T. SILL PL W/ A.B.
WELDED 2X6 STUD WALL op 2 x4 it CONT. BAD' PER. GEN. NOTES. U.O.N W/ 1/2' XT. I11 10 51" A.B. @
ANCHOR BOLTS ( )
WIKE MESH PER SHEAR WALL r 4'-0" O.C. U.N.O. -
SCHEDULE $4 VERT. BAR 0 32" O.C. ; SILICONE CAULK SEAL REFER TO SHEAR
0 5CHED.
(1) #4 CONT. THERMAL BREAK
EXTERIOR 5LAB 4 CONC. SLAB W/
Yz •zY..................... .:: YxYxY� _ #4 @ 12" O.C. 6X6/10X10 W.W.F.ON
yx-C 6 MIL V.B. ON
yYYY
18,
6 MIL
xxx
4 GRAVEL FILL G E 2 # BAR N
Y Y
5 S CO
x
18"
POLY i .. Y n
<z
4" GRAVEL 4" CONC SLAB W/
BASE 16 6X6X#10 W.W.M. —
MIN 4,
II
4 FOOTING DRAIN — 4" CONC. SLAB OVER
2 ► ! �9 6" MIL POLY
() #4 CONT.
............ • • 4" GRANULAR FILL
Ill ELM R-10 INSULATION (24") BEAR ON FIRM PER PLAN
DER 5 AB
(11) 51DING PER PLAN
(10)15# FELT TWO HOUR INTERIOR WALL
(9) HEAD FLASHING Z METAL 0 UL DES U301
EXPOSED WINDOW 2X6 FRAMING STC 52
(4) 4" MIN M015TOP 5ELF-HEAL @ 16" oz.
PAPER OR EQUAL
SHEATHING ADHERED VENEER 5HALL BE ELDORADO STONE OR EQUAL.
3 1/2" GLA55 FIBER MIN. 11.4.19
(2) WINDOW FRAME EXTEKIOK WALL 5UKFACE5 SHALL BE COVERED W/ A MIN. OF 5/8" TYPE "X" GYPSUM
(3) MOISTOP STICKY SELF -HEAL OR ONE LAYEK OF A WATEK-KE515TIVE 5AKKIEK COMPLYING W/ WALLBOARD REVISIONS:
JI EQUAL BUTTED TO WINDOW AND THE REQUIREMENTS OF THE APPLICABLE CODE. GALVANIZED
HEAD 6" MIN OVER WINDOW FA5TNERS EXPANDED DIAMOND MESH METAL LATH COMPLYING W/ 2.20.20
I I
A5TM C847, Wl A MIN. WEIGHT OF 2.5 Li(1.4 KG/M2), 5HALL 10.16.20
(7)15# FELT BE ATTACHED TO STUDS SPACED 16" ON CENTER W/ GALCANIZED
I
(8) TRIM ROOFING NAILS. THE NAILS SHALL BE SPACED 6" ON CENTER
JAMB VERTICALLY &SHALL HAVE SUFFICIENT LENGTH TO PENETKATE YPSUM WALLBOARD, GLA55 FIBER, WOOD 5TUD5
� (11) SIDING PER PLAN INTO THE STUDS A MN OF 1" A MIN 1/2II THICK SCRATCH COAT OF I TWO LAYER 5/8" TYPE X GYPSUM WALLBOARD OR
I ()
18 CAULK TYPE 5 OR TYPE N PORTLAND CEMENT MORTAR COMPLYING W/ VENEER BASE APPLIED AT RIGHT ANGLE TO RESILIENT
I
WINDOW NAIL ��, TOP EDGE LOWER FELT ASTM G270 SHALL BE APPLIED TO THE METAL LATH AND SHALL CHANNELS 8"
oz. Wl 1"
TYPE 5 DRYWALL SCREWS.
FLANGE CURE FOR A MIN. OF 48 HOURS. THE 5TONES SHALL BE ADHERED END JOINTS BACKBLOCKED WITH KESIL. CHANNELS.
GILL (1) 30# FELT PAPER, WRAP TO THE CURED SCRATCH COAT W/ A NOMINAL 1.2" THICK BED OF RESILIENT CHANNELS ATTACHED AT RIGHT ANGLES TO 2X4 WOOD 5TUD5
_ LAP UNDER WINDOW BEFORE TYPE 5 OF, TYPE N MORTAR. JOINTS BETWEEN THE STONES SHALL 16" o.c. WITH W/ 1-1/4" TYPE 5 DRYWALL SCREWS, PRINTED:
7_1-'i _ _ _ WINDOW IN5TALLATION. BE GROUTED. ON OPPOSITE 51DE:
SHEAR STRENGTH 50 PSI MIN. TWO LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE 10.16.20
(5) 30# FELT APPLIED AT RIGHT ANGLES TO 5TUD5 W/ 6d COATED NAILS, 1-7/8" LONG,
0.0915" SHANK, 15/16"" HEADS 7" t7. Ci.
(6) 4" TAPE SEAL OVER FLANGE BUT NOT UNDER JAMB FELT
(11) 51DING PER PLAN STAGGER END JOINTS 24 o.c. EACH SIDE. SOUND TESTED W/ 3 1/2II
FOOTING UN L UNDISTUKBED SOIL TYP. EXPLODED GLA55 FIBEK INSULATION. (LOAD -BEARING)
s @ EXT. G-DOOR T INSU L. SLAB FNDN. u THICKEND SLAB V WINDOW FLASHING DHERED VENEER SPECS x R2 / R21 R2 / U, R2 / S2 RESU B
ALE: =1'-0" 09 2020
l :�I.t'. ;�4" �� NUMBEKS INDICATE ORDER OF APPLICATION 2H FIRE SEPARATION CITY OFEDMONDS
N c DEVELOPMENT SERVICES
N.S.
SCALE: N.S. DEPARTMENT
1/4"/1' SLOPE
6112 FITCH 30 YEAR COMP ROOF
ELEVATOR VENTILATION SCHEDULE
ATTIC VENTILATION REQ'D 5.5 5.F./100 S.F. AREA = 83.69129 X 144 = 415.56 S.I. REQ'D
16"X16" ROOF JACK @ 230 S.I. / EACH PROVIDE 1 JACKS = 230 5.1.
BUT MIN OF 3 S.F. X 144 = 432 5.1., FROVIDED 2 JACKS = 460 S.I.
VENTILATION VENTILATION
ATTIC VENTILATION REM)1 5.F./300 S.F. AREA = 5,455.62/500 X 144 = 1657.75 5.1. REM)
EAVES 177.00 L.F. X 4.7 5Q IN/LF(BIRD BLOCK W/ (5) 2" HOLE ) = 831.90 S.I. = 50%
16"X16" ROOF JACK 230 5.1. / EACH FKOVIDE 4 JACKS = 920 5.1. = 55%
OR RIDGE VENT 0 24 5.1./LINEAL FOOT PROVIDE 162' = 89%
ROOF DRAIN CALLS
1 645.29 (ROOF AREA) / 1500 50. FT. (3" ROOF DRAIN) = .43 (1 DRAIN)
156.74 (ROOF AREA) / 1500 SQ. FT. (3" ROOF DRAIN) = .10 (1 DRAIN)
801.95 (ROOF AREA) / 1500 EQ. FT. (3" ROOF DRAIN) = .53 (1 DRAIN)
O 3X4" DOWN SPOUTS
Dist. by: BEST MATERIALS,& I Ph. 800.474.7570 1 www BestMatenals.com I Email Sales@ BestMaterials.a. ,
Z165
ZURN8-318 [213] DIAMETER COMBINATION MAIN ROOF & SPECIFICATION SHI ET
OVERFLOW DRAIN WILOW SILHOUETTE DOMES TAG
3 DOUBLE TOP -SET' DECK PLATE
Diwwr vonai Data 1y1Hws and I mm It are Subloa to Monufactumq Toiwanc*4 and Chang" WWwout Notice
T
4j [1 14]
11
A Approx, Dome Open ENGINEERING SPEC IFICATION:ZURNZ165
Pipe Size In.[mm] Wt. Area 8-3/8"[213mm]Diameter roof drain and overflow drain, Dura-Coatedca
Lbs. k . Sq. In. [crn'] Iron bodies with combination membrane flashing clampigravel guard
2. 3. 4 151. 76. 1021 36 ]16] 4312771 double Top -Set' deck plate, and low silhouette cast Iron domes
OPTIONS ICheckspecrty appropnate options)
PIPE SIZE (Specify sizertypeI OUTLET 'E' BODY HT DIV
2. 3. 4 [51. 76.1021 _ IC Inside Caulk 3-7i8 1981
21511 _ P Threaded 2-7116 [62]
3 [761 _ P Threaded 2-314 [70]
4 [102] _ P Threaded 3 [76]
2. 3.4 [51, 76. 1021 _ NH Noi+lub 4 [102]
2. 3.4 [51, 76. 1021 _ NL Neo-a_oc 3-13/ 16 1971
PREFIXES
D.C.C.1. Body with Dome (4-1/4 [108] Dome Height)'
:A D.C.C.I. Body with Aluminum Dome (4-1/4 [108] Dome Height)
SUFFIXES
-AR Acid Resistant Epoxy Coated Firush
-E Static Extension 1 thru 4 125 ftu102] (Specify Ht-)
-G Galvanized Cast Iron
-SC Secondary Clampw q Collar
-SS Stainless Steel Mesh Screen Over Dome
-TC Neo-Loc Test Cap Gasket (2. 3. 4 [51. 76. 1021 NL Bottom Outlet only)
-VP Vandal -Proof Secured Top
-XJ Vertical Expansion Joint ISee Z190)
_ -84 Stainless SteN Perforated Gravel Guard
-85 Stainless Steel Perforated Extension
Reqularty fumishaid Ljriess adwrdose specified BUY NOW HERE: https.rtwww bestrnatenals com/detail aspx?ID=23465
zwn Mwimnes. LLC Speoweasm Draruoa operation Rev J
1 801 Pisburgh Ara fto Ene PA U SA 165C2 Ph 855 663-9676 Fax 014j54 7929
Date 09i25/201I
In Canada I furs MwwMNe L
IS" Nashua Data Wb niwipa. Onum L4V IL2 I % 9DS4054272 Fax 905.00S 12s2 C No 131t112
Prod i Dwg No Z165
www.SYM.com
RESUB
7.28.20
CI F OND:
D O MENT
AROOF E9N
PARTMI
O
U
O
a
REVISIONS:
7.21.20
7.21.20
SCALE: 1/4" V-0"
z
N
o
N
ROOF MATERIAL W Q 8
FIN15H PER ELEVATION
ON 7/16" OB5 SOLID CDX 24-0 PLYWOOD 3
SHEATHING; 8d @ 6" O.C. EDGE
8d @ 12" O.C. FIELD
(7/16" 05[3 ACX FLYWD @ EVE5) 6/12 FITCH W ~
MIN 15# UNDERLAYMENT A
NAIL 6" EDGE. 12" FIELD
04
WITH 8d NAILS, U.N.O. �
4/12 FITCH 4/12 FITCH 4/12 FITCH • r--� ~ o
4/12 FITCH ]
24" CARDBOARD BAFFLE 6/12 FITCH 6/12 FITCH �q
ALLOW FOR 1" AIR SPACE
MIN. EXTEND 12" ABOVE INSULATION
SOLID SHEATHING OR CDX FLYWD
WHERE EXPOSED TO WEATHER
1X FASCIA BD.
W/ METAL GUTTER APPROVED TRUSSES BEARING
MANUFACTURED'S SEAL. W
SEE ROOF FRAMING PLAN FOR SPACING N
2X BIRD BLK'G W/
2" SCREENED VENT
HOLES WITH 1/4" • •
CORRF51ON RE515TANT
METAL MESH COVERING
W �
O
r � �
LIVING AREA/
1/2" GYPSUM WALLBOARD TYP
W/FVA VAPOR BARRIER @ WALL AND CELING5 r ) O
O
ENGINEERED J0I5T5,5IZE AND
BRACING PER PLAN OR 2X J015T
FIN. FLR.
TOP FL.
1/2" GYPSUM WALLBOARD, TYF
W/FVA VAPOR BARRIER @ WALL AND CELING5
LIVING AREA
U
ROOF RIDGE & VALLEY SECTION
SCALE: 1/4" =1'-O" H
E "I
ENGINEERED J0I5T5,5IZE AND W
SPACING PER PLAN OR 2X J015T H
FIN. FLR.
- Z� zf
TOP PL.
H
1/2 GYPSUM WALLBOARD, TYP h--�
W/FVA VAPOR BARRIER @ WALL AND CELING5
O
Z-I
7/16" 055 OR PLYWD. 5HEATING.
NAIL 6" EDGE, 12" FEILD WITH 8d
NAILS UNLESS NOTED OTHEKW15E FIRE BLOCK ALL VERTICAL OPENINGS
IN WALLS AT PLATES AND FLOORS LIVING AREA GARAGE
2X STUDS @ 16" O.C. TYP .21.20
SIDING, SEE PLANS
REVISIONS:
2X BOTTOM PLATE
2X FT. SILL
ANCHOR BOLT PER PLAN
R-10 INSULATION 4" CONC. 5LA5 ON
@ 24" PERIMETER 4" GRANULAR BED 4" CONC. 5LA13 ON
4" GRANULAR BED
FIN. GRADE TO SLOPE - + + • • • • • • • •
AWAY FROM BUILDING<<<<<<<<<<<<<<<<<<<<<<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�<�
._ = YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY
z ANON
.a.a.a.a
PRINTED:
ALL REINFORCMENT MUST BE TIED IN
PLACE FOR FOUNDATION INSPECTION s
7.2 .20
SEE FDN PLAN FOR
FTG. /FDN SIZE
ALL FOOTING TO BEAR ON
BEARING 501L
RESUB
TYPICAL CRO55 E)ECTION 7.28.20
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
105E 515 OR
)THEW FROJEC
METAL HEAD FLASHING
BLOCK
TARGET FAFEK AND SUIDLING
PAPER, PER DETAILS
NON -FLANGE PROJECTIONS
ADHERED VENEER SHALL BE ELDORADO STONE OR EQUAL.
EXTERIOR WALL SURFACES SHALL BE COVERED W/ A MIN. OF
ONE LAYER OF A WATER -RESISTIVE 5AKKIEK COMPLYING W/
THE KEQUIREMENTS OF THE AFFLICA13LE CODE. GALVANIZED
EXPANDED DIAMOND MESH METAL LATH COMPLYING W/
ASTM C847, W/ A MIN. WEIGHT OF 2.5 L5/YD2 (1.4 KG/M2), SHALL
BE ATTACHED TO STUDS 5FACED 16" ON CENTER W/ GALCANIZED
ROOFING NAILS. THE NAILS SHALL 5E 5FACED 6" ON CENTER
VERTICALLY & SHALL HAVE SUFFICIENT LENGTH TO PENETRATE
INTO THE 5TUDS A MN OF 1". A MIN 1/2" THICK SCRATCH COAT OF
TYPE 5 OR TYPE N PORTLAND CEMENT MORTAR COMPLYING W/
A5TM C270 SHALL 5E APPLIED TO THE METAL LATH AND SHALL
CURE FOP, A MIN. OF 48 HOURS. THE STONES SHALL 5E ADHERED
TO THE CURED SCRATCH COAT W/ A NOMINAL 1.2" THICK 5ED OF
TYPES OR TYPE N MORTAR. JOINTS BETWEEN THE STONES SHALL
BE GROUTED.
5HEAK STRENGTH 50 P51 MIN.
ADHERED VENEER SIDING
1 OIJ IA It P1C / nn A1rb IA Ib AO AT
MIN OVERLAP 0 ALL
VERTICAL JOINTS
INSTALL 60 MIN. GRADE D DUIDLING
PAPER WEATHER50ARD FASHION
STARTING FROM THE DOTTOM
IUILDING PAPER INSTALLATION
STEP 1: INSTALL ONE PIECE DOOR PAN
n0 A Ark Ar¢fJ A AIr CI A GLJ IA IA'i -1711C?r CI J n I n
MEMBRANE FLASHING
UNDER DOOR PAN
DOOR /
FLASHING INSTALLATION
{`/f `+% `.r' {f
FLASHING DETAIL FOR BUILT-UP ROOF SYSTEMS
1. MECHANICALLY ATTACH 2 PLIES OF ROOFING BASE PLY SHEET EMBEDDED IN HOT
f' i
ASPHALT TO SUBSTRATE, ENSURE THAT PLIES EXTEND 16" PAST UNDERLYING
PORTION OF DRAIN FLANGE.
2. ON UNDER PORTION OF DRAIN FLANGE EMBED 1/3" LAYER, EVENLY SPREAD ROOFING
'
MASTIC COMPOUND.
3, SECURELY FASTEN DRAIN FLANGE TO SUBSTRATE, U51NG APPROPRIATE FASTENERS,
T
4. FOR BEST RESULTS, PRIME DRAIN FLANGE W/ ASPHALT PRIMER. ALLOW AMPLE
DRYING TIME.
5. BEGIN B.U.R. SYSTEM EMBEDDING ALT. LAYERS OF ROOFING PLY SHEET IN A
FEATHERING APPLICATION DOWN INTO & OVER FLANGE. NOTE: ENSURE ASPHALT 15 0
A TEMP. RANGE BETWEEN WO° &OVID F.
6. SECURE GRATE IN PLACEEW/PROVIDED HARDWARES
7. COMPLETE ROOF SYSTEM W/ SPECIFIED SURFACING AS REO'D.
FLASHING DETAIL FOR MODIFIED
T T
SINGLE PLY ROOF SYSTEMS
1. PLACE REVERSED SHEET OF MODIFIED PLY OVER DRAIN HOLE OPENING ON SUBSTRATE.
ENSURE THAT PLY SHEET EXTENDS 18" PAST UNDERLYING PORTION OF DRAIN FLANGE.
'
NOTE: RECOMMEND ASPHALT PRIMER ON UNDER PORTION OF DRAIN FLANGE TO BE
APPLIED BEFOREHAND.
2. PLACE DRAIN ONTO HOT MODIFIED PLY & SECURE DRAIN FLANGE TO ROOF SUBSTRATE
I I
U51NG APPROPRIATE FASTENERS.
3, FOR 3E5T RESULTS, PRIME TOP PORTION OF DRAIN FLANGE W/ ASPHALT PRIMER.
ALLOW AMPLE DRYING TIME .
I
4. BACK BURN MODIFIED PLY SHEET, START ROOF SYSTEM DOWN INTO & OVER FLANGE.
xy
5. SECURE GRATE IN PLACE W/ PROVIDED HARDWARES
6. COMPLETE MODIFIED SINGLE PLY SYSTEM W/ SPECIFIED SURFACING AS KEO'D.
T T
FLASHING DETAIL FOR E.P.D.M. OR
RU55ER SINGLE PLY ROOF SYSTEM
1. PLACE SINGLE PLY SHEET OVER DRAIN HOLE ON 5UBSTRATE. ENSURE THAT PLY
SHEET EXTENDS IS" PAST UNDERLYING PORTION OF RECEIVING DRAIN FLANGE.
2. ON UNDER PORTION OF DRAIN FLANGE EMBED 1/3" OF WATER STOP CUT OFF.
T I
3. SECKELY FASTEN DRAIN FLANGE TO 5U65TRATE U51NG APPROPRIATE fA5TENER5.
4. EMBED SINGLE PLY SHEETS IN SPECIFIFED ADHESIVE DOWN INTO & OVERTOP
PORTION OF THE FLANGE.
C. SECURE GRATE IN PLACE W/ PROVIDED HARDWARES
_
6. COMPLETE SINGLE PLY SYSTEM W/ SPECIFIED SURFACING A5 REO'D.
3" ROOF DRAINS
1405.17.2 HORIZONTAL LAP 51DING.
LAF 51DING SHALL 5E LAPPED A MIN. OF 1-1/4" &
SHALL HAVE THE ENDS SEALED W/ CAULKING,
COVERED W/ AN H-SECTION JOINT COVER OR LOCATED
OVER A STRIP OF FLASHING. LAP SIDING COURSES
SHALL 5E PERMITTED TO 5E INSTALLED W/ THE
FASTENER HEADS EXPOSED OR CONCEALED, ACCORDING
TO APPROVED MAN U FACTUKEKS' INSTRUCTION. CAULK
ALL BUTT JOINTS.
HARDIPLANK SIDING
INSTALL 60 MIN GRADE D BUILDING
FAFEK WEATHEP,BOAKD FASHION
STARTING FORM THE 50TTOM
DO ROOF RAFTER
PLACE 13UILDIN ER BEHIND
ROOF RAFTER
K FLOW '
• �f I
I i I
LEAVE 1/4" GAP
-DETEEN FASCIA
AND W
FASCIA
ROOF TO WALL
OOR
FRAME W/OUT PO LDING.
5TEF 2: EMBED THRESHOLD IN 3/8" CONTINODU5 BED
OF CAULK THAT RETURNS UP THE JAMS 3" ASSURE
THE THRESHOLD 15 5EALED
DOOR /
FLASHING INSTALLATION
8" HORIZONTAL SIDING W/ 6" REti
2X3 "Z" FLASHING W/ DKIF EDGE
CAULK ALL JOINTS
2X12 BELLY BAND
TYPICAL 12ENITKATION:
DRYER DUCT
OVERSIZE HOLE 1" MAX.
CAULK ALL OPENINGS
BELLY BAND / PENIT.
`\U5T TERMINATIONS,
)SCREEN,
\L CAP W/ DRIP EDGE,
\L WALL FLASHING,
(EATING CONTRACTOR
GOOF TO WALL FLASHING
CHIMNEY/ CHASE TERM.
INSTALL 60 MIN GRADE D BUILDING
PAPER WEATHER50AKD FASHION
STARTING FORM THE BOTTOM LU
v —
LU
IDING AIR SPACE
ET 2" ABOVE
OOFLINE
TEF FLASHING 4" OF WALL
ICK-OUT FLASHING
'I 5ARKIER TAPE
ORIZ. ROOF FLASHING
KICK OUT FLASHING
INSTALL 60 MIN GRADE D BUILDING
PAPER WEATHER50AKD FASHION
STARTING FORM THE 50TTOM 5UILDING PAPER
—"17QNTAL WALL TO
ROOF FLASHING OVER
PLACE STEP FLASHING CORNER FLASHING
OVER INSIDE CORNER -
-'
WALL WALL
r;
PLACE BUILDING FAFEK
BEHIND ROOF RAFTER
WATER FLOW
AKE BO 1)-LEAVE 1/4" GAP
BETWEEN FASCIA
FASCIA
ANQ-WALL
� -
su
LLl
ii
ILL
0
ROOF TO WALL4 RAKE
STEP 5: PLACE TKIF WITH CAULK BEHIND
STEP : PLACE "Z" FLASHING ON TOF OF
TRIM- EK DETAIL ON D1-"WINDOW/DOOM HEAD TRIM"
5TEF4: ATTACHY5AGE FLASHING
OVER FRAME 9" 015TOF-FF MUST
LAP OVER SILL LASHING
DOOR /
FLASHING INSTALLATION
ONE PIECE FLA ING —' WATER F
@ INSIDE NEK
EXTEND ROOF FAFEK
UP THE SIDE OF THE
WALL A MIN. OF 6"
ROOF @ INSIDE CORNER
PLACE STEP FLA5ING OVER
OUTSIDE CORNER
i \ 6"
ONE PIECE FLASHING
OUTSIDE CORNER
WATER FLOW
KE BOAr,D
FASCIA
€*TENI_fZR0OF PAPER.
OF THE SIDE OF THE
WALL A MIN. OF 6"
INSTALL 60 MIN GRADE DBUtH3LI4
FAf EK WEATHERBOAKD FASHION
STARTING FORM THE BOTTOM
FEK DETAIL E
ROOF @ OUTSIDE CORNER
FAFER MUST LAP SHINGLE
STYLE FASHION OVER "Z" FLASHING
1'-0' INSTALL 60 MIN GRADE D 5UILDING
PAPER WEATHEKDOAKD FASHION
IN. OV ERL F0ALL STARTING FORM THE BOTTOM
RTIc AL MINTS 6"6" rT_
12" WIDE CORNER WRAP
AT INSIDE & OUTSIDE
CORNERS CONT. FROM
FDN. TO EAVE
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DOOR /
FLASHING INSTALLATION
HIGH PERFURM,ryNCE WINDU'411! FLSHlI�1G
I�
I °
m®t.p
Corner ShIfeid
I
IT
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117t•�i�:c•�f �r E ,. I
�30 REGISTERED
RCHITECT
ERIC GEDN
STATE OF WASH 0
"The undersigned has provided building
enclosure documents that in my professional
judgment are appropriate to satisfy the
requirements of RCW 64.55.005 through 64.55.090.11
Eric Gedney, Archifedt
11-15-2019
Date
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Bld C
EVISIONS:
RESUB
DEC 13 2019
11.14.19
Note: 60 MIN PAPER OR WEATHER 5MART BUILDING WRAP
w
SIDING FEP FLAN
FKIMAKY W.K.D.
5ECONDAKY LINE
W.I.B. HEAD LINEI<
ETAL HEAD FLAE
►1��:1�:T�»I��
DOOR HEAD TRIM
WINDOW TRIM
HIGH PERFORMANCE WINDOW FL/aSHING
q " Sill Flashing
(MOMTop ply a
�t1�B�top �
/ II
V11Si
Wrap
(Fortfflaslh)
U
Window
4
Jamb Flashing
(Mc1 s(qp pF or
mo6s.g p neA7)
46" &e+ad Seam
(Moistop Seal':;
�J
S-7
Jamb Flashing
(Moist'op
E-Z Sri �, ,,
z k
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O
Ow
Head Flashing
(Moistop U
O
O �
61
IL w
V0
Weather -Resistive
Barrier
�umhc Tex*, Fortti
or WeatlheuSma )
RECEIVED
11 /05/2019
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1 9.-1 .IV
REVISIONS:
11.1.19
11.4.19