a0.0 328 4th ave s, kirkland, wa 98033 east unit

Transcription

328 4TH AVE S, KIRKLAND, WA 98033
EAST UNIT
MUST REMAIN ON
Install amended soils per
City of Kirkland
pre-approved plan
CK-E.12
112' - 0"
"
111' - 0"
110' - 0
N 89'47'36"E
109' - 0"
108' - 0"
0"
107' -
0"
106' -
105' - 0"
104' - 0"
0"
TREE #204
TREE # 1
30' - 0"
5' - 0"
TREE # 2
TREE # 3
C - 105.7'
REAR PATIO
63 SF
REAR PATIO
63 SF
TREE #106
LOT 8
LOT 9
F.F.E. 100.12'
F.F.E. 104.29'
F.F.E. 107.27
5' - 0"
TREE #105
5' - 0"
A - 107.7'
2.0
FRONT
ENTRY
87 SF
TREE # 5
CONCRETE
WALKWAY
82 SF
14.9 %
DRIVEWAY 394 SF
FRONT SETBACK
TREE # 4
20' - 0"
11.5 %
21' - 8 3/4"
13.5 %
20' - 0"
FRONT SETBACK
DRIVEWAY 394 SF
CONCRETE
WALKWAY
82 SF
DRIVEWAY 394 SF
TREE #201
TREE #104
TREE # 6
2.0 %
WATER METER TYP.
PER CIVIL DRAWINGS
2.0 %
PROPERTY LOT LINE
BOTTOM
EL=96.0
2.0 %
5' - 0"
2.0 %
BOTTOM
EL=93.0
1236 SF
87 SF
63 SF
14 SF
394 SF
82 SF
0 SF
1876 SF
58.62 %
112' - 0"
111' 0"
"
4TH AVENUE SOUTH
PCD Approved Site Plan:
Any proposed changes to the approved
site plan, such as but not limited to added
hard surfaces, HVAC units, tree removals,
and accessory structures, must be
submitted to the Building Department as a
revision to the building permit for review
and approval by all departments prior to
implementation.
RELOCATE EX.
WATER METER
AS REQUIRED
PER CIVIL
DRAWINGS
All mechanical units shall comply with the
maximum environmental noise levels
established pursuant to the Noise Control
Act of 1974, Revised Code of Washington
(RCW) 70.107. See Chapter 173-60
Washington Administrative Code (WAC).
LOT 9 - SITE PLAN
1" = 10'-0"
HOURS OF WORK:
7 AM to 8 PM Mon-Fri and 9 AM to 6 PM
Sat. No work Sundays & holidays (per
KZC 115.25). Exceptions must be
approved in writing by Planning Official.
LOT 8 HEIGHT CALCULATION
A
B
C
D
99.9
98.3
97.7
99.7
a
b
c
d
AVERAGE GRADE
MAX. HEIGHT
30
46.67
30
46.67
2997
4588
2928
44653
153.33
15166.5
98.91 (98' - 10 7/8")
30
128.91 (128' - 10 7/8")
A
B
C
D
104.3
102.3
102.2
103.8
a
b
c
d
AVERAGE GRADE
MAX. HEIGHT
LOT 7
GARAGE
1ST FLOOR
2ND FLOOR
3RD FLOOR
TOTAL
397 SF
884 SF
1280 SF
1223 SF
3784 SF
LOT 8
GARAGE
1ST FLOOR
2ND FLOOR
3RD FLOOR
TOTAL
397 SF
884 SF
1291 SF
1281 SF
3853 SF
LOT 9
GARAGE
1ST FLOOR
2ND FLOOR
3RD FLOOR
TOTAL
30
46.67
30
46.67
3129
4774
3066
4844
153.34
15814
103.125 (103' - 1 1/2")
30
133.125 (133' - 1 1/2")
A
B
C
D
107.7
104.1
105.7
107.4
2
STRUCTURAL ENGINEER:
CORNELL E. BURT, P.E.
BURT ENGINEERING PLLC
18530 MERIDIAN AVE. N.
SHORELINE, WA 98133
P: 206.779.6856
F:
E: CB@BURTENGINEERING.COM
a
b
c
d
30
46.67
30
46.67
3231
4858
3171
5012
153.34
16273
REGISTRATION:
EMILY D. BUCHWALTER
ZONING & CODE INFORMATION
STATE OF WASHINGTON
SINGLE FAMILY
SET BACKS REQUIRED:
FRONT YARD - 20'-0"
SIDE YARD - 5'-0"
REAR YARD - 10'-0"
SET BACKS PROVIDED:
397 SF
765 SF
1143 SF
1165 SF
(-100) SF
3370 SF
LOT 9
GARAGE
1ST FLOOR
2ND FLOOR
3RD FLOOR
INTERNAL STAIRCASE
TOTAL
397 SF
765 SF
1133 SF
1165 SF
(-100) SF
3360 SF
CREDIT
5
1
1
2
7
3
3
OCCUPANCY:
QT. SECT. MAP
1" = NTS
FRONT YARD - 20'-0"
SIDE YARD - 5'-0"
REAR YARD - 10'-0"
BUILDING CLASSIFICATION
A. OCCUPANCY CLASSIFICATION: SINGLE FAMILY RESIDENCE
B. TYPE OF CONSTRUCTION:
1. AUTOMATIC SPRINKLERS PROVIDED
__ YES X NO
2. TYPE OF CONSTRUCTION:
TYPE V-B
BUILDING, ELECTRICAL, MECHANICAL, AND
PLUMBING ARE INCLUDED WITH THIS PERMIT
CODE INFORMATION
ALL MATERIALS, WORKMANSHIP, DESIGN AND
CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, AND THE FOLLOWING APPLICABLE
CODES USED IN THIS DESIGN FOR CITY OF KIRKLAND.
2012 INTERNATIONAL BUILDING CODE (IBC)
2012 INTERNATIONAL RESIDENTIAL CODE (IRC)
2012 INTERNATIONAL MECHANICAL CODE (IMC)
2012 INTERNATIONAL FUEL GAS CODE (IFGC)
2012 INTERNATIONAL FIRE CODE (IFC)
WASHINGTON STATE ENERGY CODE, WAC 51-11 (WSEC)
2012 UNIFORM PLUMBING CODE (UPC)
2012 NATIONAL ELECTRIC CODE (NEC)
2012 NATIONAL FUEL GAS CODE (NFGC) NFPA 54, WAC
ENERGY CODE COMPLIANCE
GENERAL PRESCRIPTIVE METHOD
SEE SHEET A0.1 & A5.0
HEAT SOURCE SYSTEM:
95% FORCED AIR FURNACE
TABLE 6-1:
5b
MAX. HEIGHT
106.12 (106' - 1 9/32")
30
136.12 (136' - 1 9/32")
LOT SIZE +/- 0.22 ACRES
0.22 X 30 = 6.6
REQUIRED MINIMUM TREE DENSITY = 7 TREE CREDITS
TREE CREDIT RETAINED = 0
SUPPLEMENTAL TREES REQUIRED = 7
Issue Date
INTAKE DATE:
PARCEL LOCATION
DUNCANS ADD TO KIRKLAND
PLat Block: 1
Plat Lot: 7-8-9
397 SF
765 SF
1151 SF
1164 SF
(-100) SF
3377 SF
ACTION
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
CITY OF KIRKLAND
PLA6D
212020-0035
ARCHITECTURAL SHEET INDEX
A0.0
A0.1
A0.2
A1.0
A2.0
A2.1
A2.2
A3.0
A4.0
A4.1
A4.2
A5.0
A6.0
A6.1
A6.2
A6.3
A6.4
COVER SHEET & SITE PLAN
GENERAL NOTES
SCHEDULES
FOUNDATION PLAN
1ST FLOOR PLAN
2ND FLOOR PLAN
3RD FLOOR PLAN
ROOF PLAN
ELEVATIONS
ELEVATIONS
PERSPECTIVES
SECTION
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
DATE:
REVISIONS:
1. CRAWL SPACE
2.
3.
4.
5.
8-29-14
PROJECT / CLIENT:
TERRI BELLA RESIDENCES
3 SISTERS LLC
335 PARKPLACE CENTER G119
KIRKLAND, WA 98033
JOB ADDRESS:
328 4TH AVE. S
KIRKLAND, WA 98033
LOT 9 - EAST UNIT
DRAWING NAME:
STRUCTURAL SHEET INDEX
TITLE SHEET/ SITE PLAN
S0.0
S1.1E
S1.2E
S1.3E
S2.1
S2.2
S2.3
S2.4
S2.5
S2.6
Drawn By: US
Checked By: EB
Owner Approval:
GENERAL NOTES
FOUNDATION AND FIRST FLOOR FRAMING PLANS
SECOND AND THIRD FLOOR FRAMING PLANS
ROOF FRAMING PLAN
FOUNDATION SECTIONS
FOUNDATION SECTIONS
SCHEDULES
FLOOR FRAMING SECTIONS
ROOF FRAMING SECTIONS
CIVIL SHEET INDEX
1
2
3
4
5
6
7
SITE PLAN
T.E.S.C. PLAN
4TH AVENUE SOUTH PLAN & PROFILE
NOTES
DETAILS 1
DETAILS 2
DETAILS 3
PHASE:
PERMIT SET
This drawing is the exclusive property of medici
architects, and can be reproduced only with the
permission of the architect. variations and
modifications to work shown on this drawing shall
not be carried out without written permission
from the architect.
APPROVED FOR CONSTRUCTION:
LANDSCAPE SHEET INDEX
OPTION 3a & 4 for 1.5 CREDITS
L1.0
AVERAGE GRADE
REGISTERED
ARCHITECT
6926
LEGAL DESCRIPTION:
LOT 8
GARAGE
1ST FLOOR
2ND FLOOR
3RD FLOOR
INTERNAL STAIRCASE
TOTAL
DBH
18
6
9
10, 10
13,12,10,13
15
VICINITY MAP
1" = NTS
11661 SE1st Street, Suite 200
Bellevue, Washington 98005
Tel: (425) 453-9298
Fax: (425) 452-8448
PROJECT DESCRIPTION
NEW SINGLE FAMILY RESIDENCE
JURISDICTION:
ZONING:
PARCEL ASSESSOR'S #:
397 SF
884 SF
1281 SF
1281 SF
3843 SF
LOT 7
GARAGE
1ST FLOOR
2ND FLOOR
3RD FLOOR
INTERNAL STAIRCASE
TOTAL
TREE #
TREE#101
TREE#102
TREE#103
TREE#104
TREE#105
TREE#106
PROJECT LOCATION
THIS PROJECT IS SUBMITTED UNDER THE
APPROVAL OF ZON07-00024.
TREE DENSITY CALCULATION
City of Kirkland
Reviewed by R Braun
03/11/2015
ARCHITECT:
MEDICI ARCHITECTS
EMILY BUCHWALTER, AIA
11661 SE 1ST STREET, SUITE 200
BELLEVUE, WA 98005
P: 425.453.9298
F: 425.452.8448
E: EMILY@MEDICIARCHITECTS.COM
F.A.R. CALCULATION
110' 0"
109
'-0
0"
DRY WELL
OVERFLOW CATCH
BASIN 6" SD IE=101.0
PER CIVIL DRAWINGS
108' 0"
107
'-
106' 0"
DRY WELL
OVERFLOW CATCH
BASIN 6" SD IE=98.0
PER CIVIL
DRAWINGS
- 0"
CB
RIM=101.59
IE=98.59 (12" IN-E)
IE=94.70 (12" IN-N)
IE=94.70 (12" IN-W)
BENCH
MARK
105'
104
'-0
"
10 '3
-0 "
DRY WELL
OVERFLOW CATCH
BASIN 6" SD IE=96.5
PER CIVIL DRAWINGS
1
120.00'
1244 SF
87 SF
63 SF
14 SF
394 SF
82 SF
0 SF
1884 SF
58.87 %
NO SPECIAL REGULATION ON MULTI FAMILY RESIDENTIAL ZONE PLA6D
102' - 0"
101' - 0"
STUB TO
ROOF,
DRIVEWAY
AND FOOTING
DRAINAGE
(TYP)
PER CIVIL
DRAWINGS
2.0 %
5' - 0"
2.0 %
TREE # 7
BOTTOM
EL=91.7
1236 SF
87 SF
63 SF
14 SF
394 SF
82 SF
0 SF
1876 SF
58.62 %
TREE #202
5'-0" MIN.
CONCRETE
WALKWAY
82 SF
LOT 9
HOUSE FOOTPRINT
FRONT ENTRY
REAR PATIO
ROOF OVERHANG > 18"
DRIVEWAY
FRONT WALKWAY (CONCRETE) 100%
UNCOVERED REAR PATIO
TOTAL OF EXISTING LOT
Architecture
Programming
Accessible Design
Interior Design
CONTRACTOR:
WACHTLER MARSHALL, INC.
335 PARKPLACE CENTER SUITE G119
KIRKLAND, WA 98033
P: 253.381.1107
F: 253.225.1904
E1: WACHTLERMARSHALL@GMAIL.COM
E2: DAN.WACHTLER@GMAIL.COM
FIRE CALCULATION
N00'36'24"W
4" SD
IE=100.0
PER CIVIL
DRAWINGS
2.0
5' - 0"
PROPERTY LOT LINE
PROPERTY LOT LINE
PROPERTY LOT LINE
5' - 0"
FRONT
ENTRY
87 SF
D - 107.4'
112' - 0"
LINE OF FRONT
SETBACK FROM
PROPERTY LINE
B - 104.1'
111' -0"
4" SD TREE #103
IE=97.0
PER CIVIL
DRAWINGS
TREE #102
HOUSE FOOTPRINT
1236 SF
110' -0"
5' - 0"
109' -0"
TREE #101
80.00'
LOT 7
PROPERTY LOT LINE
80.00'
TREE #203
4" SD
FRONT
IE=95.7
PER CIVIL ENTRY
DRAWINGS 87 SF
OWNERS:
3 SISTERS LLC
LOT 8
HOUSE FOOTPRINT
FRONT ENTRY
REAR PATIO
ROOF OVERHANG > 18"
DRIVEWAY
REAR SETBACK
5' - 0"
REAR PATIO
63 SF
LOT SIZE:
3200SF
LOT COVERAGE ALLOWABLE = 60%: 1920 SF
BUILDABLE AREA WITH SETBACKS:
1500 SF
120.00'
10' - 0"
"
103' - 0"
10
2'
-
0
0"
101' -
1
-' 0
9'0"
TREE #205
PROPERTY LOT LINE
PROJECT DATA
LOT 7
HOUSE FOOTPRINT
FRONT ENTRY
REAR PATIO
ROOF OVERHANG > 18"
DRIVEWAY
JOB SITE
9
98' - 0"
97' - 0"
LOCALIZED FILL MAY BE
REQ'D AS PART OF THE
INFILTRATION TRENCH
INSTALLATION IN ORDER
TO MAINTAIN MIN. COVER
OVER THE 6" DIAMTER
TRENCH OVERFLOW PIPE.
PER CIVIL DRAWINGS
LOT COVERAGE CALCULATION
MEDICI
ARCHITECTS
PLANTING PLAN
SURVEY
1
BOUNDARY AND TOPOGRAPHIC SURVEY
PROJECT No.: 2014036
DATE/ TIME:
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
2/11/2015 1:32:42 PM
PLOT SCALE: 1:1
A0.0
DIVISION 1 - GENERAL REQUIREMENTS:
THERMAL INSULATION:
DIVISION 9 - INTERIOR FINISHES:
THE GENERAL CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS TO COMPLETE THE
WORK AND NOTIFY THE ARCHITECT OF RESOLUTION FOR ALL DISCREPANCIES BETWEEN
ARCHITECTURAL DRAWINGS, STRUCTURAL DRAWINGS AND CIVIL DRAWINGS PRIOR TO
CONSTRUCTION.
(PER WSEC 2012 TABLE R402.1.1, REFER TO TABLE FOOTNOTES FOR ADDITIONAL INFORMATION)
FENESTRATION U-FACTOR
.30
SKYLIGHT U-FACTOR
.50
GLAZED FENESTRATION SGHC
NR
CEILING R-VALUE
49
WOOD FRAME WALL R-VALUE
21 INT (FRAMING @ 16" O.C., R-10 MIN. @ HEADERS)
MASS WALL R-VALUE
21 / 21
FLOOR R-VALUE
30
BELOW GRADE WALL R-VALUE
21 INT (FURRED WALL FRAMING @ 16" O.C.,)
+ THERMAL BREAK BETWEEN SLAB AND BASEMENT WALL.
SLAB R-VALUE & DEPTH
10, 2FT.
(FOR HEATED SLABS, INSULATION TURNED UP SIDES &
CONTINUOUS UNDER ENTIRE SLAB).
GYPSUM DRYWALL:
SMOOTH FINISH 1/2" GWB ON WALLS AND CEILINGS; 5/8" GWB ON ANY CEILINGS WITH FRAMING @ 24" O.C.
PROVIDE GYPSUM DRYWALL CONSTRUCTION FIRE RESISTANT RATINGS INDICATED INSTALL WATER- RESISTANT
BACKING BOARD IN BATHROOMS AND OTHER SIMILAR “WET” AREAS NOT OTHERWISE INDICATED TO REVIVE
“WONDERBOARD” AND TILE. INSTALL COMPOUND IN 3 COATS (PREFILL OF CRACKS RECOMMENDED BY
MANUFACTURE); SAND AFTER LAST 2 COATS.
ATTACHMENTS: SCREW (ABSOLUTELY NO NAILS)
ACCESSORIES AND TAPE: AS RECOMMENDED BY GYPSUM BOARD MANUFACTURE AND AS INDICATED IN THE
DRAWINGS.
JOINT COMPOUND: UNITED STATES GYPSUM CO. USE WATER-RESISTANT JOINT COMPOUND WITH WATER RESISTANT
BACKING BOARD.
FINISH: SMOOTH-WALLS
REGLETS AND BEADS: VERIFY WITH ARCHITECT & OWNER AS REQUIRED.
ACOUSTIC INSULATION:
PROVIDE ACOUSTIC INSULATION AT ALL CEILINGS AND OUTER WALLS OF BEDROOMS, BATHROOMS AND LAUNDRY
ROOMS.
WALLS:
R-19 ACOUSTIC BATT INSULATION IN 2X6 WALLS
R-13 ACOUSTIC BATT INSULATION IN 2X4 WALLS
CEILINGS:
R-19 ACOUSTIC BATT INSULATION
HARDWOOD FLOORING:
TO BE SELECTED BY OWNER. APPLY (3) COATS SWEDISH FINISH. INSTALL FLUSH WOODEN FLOOR GRILLES PER
MECHANICAL REQUIREMENTS FOR AIR VENTING. VERIFY LOCATION OF GRILLES WITH ARCHITECT & OWNER.
DO NOT SCALE DRAWINGS - NOTIFY ARCHITECT OF DIMENSIONS IN QUESTION.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING AND REVIEWING THE BUILDING
DEPARTMENT APPROVED SET OF CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL BE
PROMPTLY NOTIFIED OF REQUIRED CHANGES; AT THAT TIME, THE ARCHITECT WILL INITIATE
APPROPRIATE ACTION.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DISSEMINATING ALL INFORMATION CONTAINED
IN THE DRAWINGS, SPECIFICATIONS AND BID DOCUMENTS TO EACH SUBCONTRACTOR.
INSTALLATION OF MATERIALS:
ALL PRODUCTS IN THE DRAWINGS OR INTERIOR SPECIFICATIONS SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH THE MANUFACTURER'S CURRENT PUBLISHED INSTRUCTIONS.
MANUFACTURER'S INSTRUCTIONS IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF THE WORK.
PRODUCTS NOT PROVIDED WITH INSTALLATION INSTRUCTIONS SHALL BE INSTALLED IN
ACCORDANCE WITH THE BEST TRADE PRACTICES OF THE INDUSTRY. IN ANY CASE, WORKERS
EXPERIENCED AND SKILLED IN THE INSTALLATION OF THESE ITEMS SHALL INSTALL ALL PRODUCTS.
APPROVAL OF SUBSTITUTIONS:
THE GENERAL CONTRACTOR SHALL SUPPORT SUBSTITUTION REQUESTS FOR SPECIFIED
MATERIALS WITH COMPLETE DATA, DRAWINGS AND SAMPLES AS NECESSARY FOR REVIEW BY THE
ARCHITECT AND OWNER. ALLOW TIME FOR INVESTIGATION BEFORE A DECISION MUST BE MADE.
WHEN THE ARCHITECT APPROVES A SUBSTITUTION, IT IS WITH THE UNDERSTANDING THAT THE
GENERAL CONTRACTOR GUARANTEES THE SUBSTITUTED ARTICLE TO BE EQUAL OR BETTER THAN
THE ONE SPECIFIED. ANY CHANGES TO THE CONTRACT SHALL BE DONE BY CHANGE ORDER.
DIVISION 2 - SITE WORK:
THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE
PROCEEDING. ANY VARIATION FROM THE DRAWINGS AND DIMENSION DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT. PRIOR TO ANY FIELD CHANGES THERE MUST BE
APPROVAL FROM THE ARCHITECT.
SITE EXCAVATION, BACKFILL, AND FINISH GRADING:
EXCAVATION SITE TO GRADES AS SHOWN ON DRAWINGS (NOTIFY ARCHITECT OF ANY DEVIATIONS).
REMOVE ALL EXCESS MATERIAL FROM SITE. DO NOT ASSUME ON-SITE MATERIAL ACCEPTABLE FOR
BACKFILL. PLACE WASHED GRAVEL AS SHOWN. PROVIDE COMPACT FILL UNDER SLABS PER
STRUCTURAL ENGINEERS SPECIFICATIONS. FINISH-GRADE SITE FOR LAWN.
CONCRETE STAIRS:
PROVIDE NEW CONCRETE STAIRS AS INDICATED ON DRAWINGS. PREPARE GRADE, FILL, AND
COMPACT ANY SOFT AREAS. PLACE 4" PAVING OVER 2" CRUSHED ROCK AND SLOPE TO DRAINS AS
INDICATED ON SITE PLAN, SHEET A0.0.
SITE UTILITIES:
RELOCATE EXISTING UTILITIES AS REQUIRED TO ACCOMMODATE NEW RESIDENCE AS INDICATED
ON DRAWINGS. COORDINATE DISCONNECTION OF UTILITIES WITH OWNER & CITY OF MUKILTEO.
THE SIDE SEWER MUST BE CAPPED IN THE PRESENCE OF A UTILITY INSPECTOR. THE CAPPING
MUST BE AT THE PROPERTY LINE; OR AT THE SEWER MAIN IF ON THE PROPERTY. ANY TEST TEES
MUST BE REMOVED. A SIDE SEWER PERMIT IS REQUIRED FOR RECONNECTION. A WATER SERVICE
APPLICATION IS REQUIRED TO UPGRADE EXISTING METER.
SITE DRAINAGE:
CONNECT ALL DOWNSPOUTS TO STORM SYSTEM PER CIVIL DRAWINGS.
DIVISION 3 - CONCRETE:
FOUNDATIONS:
PATCH ROCK PACKETS WHEN ABOVE GRADE WITH SACK FINISH. SEE STRUCTURAL GENERAL
NOTES FOR SUPPLEMENTAL INFORMATION.
CAST-IN-PLACE ARCHITECTURAL CONCRETE:
ALL CONCRETE SHALL BE MIXED, PROPORTIONED CONVEYED, AND PLACED IN ACCORDANCE WITH
IRC SECTIONS R402.2 AND R403. PROVIDE NEW CONCRETE PATIO AND WALKWAY WITH CONTROL
JOINTS AS INDICATED ON DRAWINGS. PREPARE GRADE, FILL, AND COMPACT AND SOFT AREAS. SEE
STRUCTURAL PLANS AND NOTES.
DIVISION 4 - MASONRY: NOT USED
BUILDING WRAP:
WRAP ENTIRE BUILDING WITH 15 LB ASPHALT-IMPREGNATED FELT. OR OTHER PRODUCT APPROVED BY SIDING
MANUFACTURE FOR SPECIFIC SIDING MATERIAL SUCH AS HARDIE PANEL SIDING.
SIDING:
HARDIE PLANK HORIZONTAL LAP SIDING WITH 6", 8" & 4"/8" EXPOSURE, PAINTED WITH PAINTABLE SPLINE. SEE
ELEVATIONS. CEDAR TIGHT KNOT LAP SIDING WITH 4" EXPOSURE - SEAL AND STAIN ALL SIDES BEFORE INTALLING @
ALL CUTS. FASTEN WITH STAINLESS STEEL FASTENERS.
NORSTONE ROCK PANELS (3/4"-1 3/4") CHARCOAL. SEE ELEVATIONS FOR LOCATION.
SOFFIT:
EXTERIOR SOFFIT TO BE 4" HARDIE PANEL PAINTED WITH PAINTABLE SPLINE WHERE APPLICABLE PER IRC R302.1(1).
INSTALL GALVANIZED METAL RAFTER CAPS AT EXPOSED RAFTER TAILS.
EXTERIOR STRUCTURAL WOOD SEALER:
STAIN EXPOSED WOOD BEAMS, OUTLOOKERS, COLUMNS, KNEE BRACES, RAFTER TAILS, ETC. WITH 2-COATS MINIMUM
BENJAMIN MOORE "MOORWOOD" ALKYD SEMI-TRANSPARENT DECK AND SIDING STAIN OR EQUAL. COLOR TO BE
DETERMINED. VERIFY W ARCHITECT / OWNER.
WATERPROOF DECK:
AT DECKSFIBERGLASS WATERPROOF MEMBRANE OVER 1/2 " THICK MARINE PLYWOOD OVER 3/4 " PLYWOOD, PLYWOOD MUST
BE ACX CROSS-PLUGGED (NO TONGUE AND GROOVE) UNDERLAYMENT, PLYWOOD SUBSTRATE SHOULD BE INSTALLED
JUST PRIOR TO FIBERGLASS LAMINATION PROCESS, PLYWOOD MUST NOT BE ALLOWED TO ABSORB ANY MOISTURE
WHAT SO EVER.
AT EXPOSED DECKSEXPOSED LAYER OF FIBERGLASS MIXTURE TO INCLUDE SAND FOR UV PROTECTION AND PROVIDE SLIP RESISTANCE.
FIBERGLASS WATERPROOF MEMBRANE OVER 1/2" THICK PLYWOOD OVER 3/4" PLYWOOD, PLYWOOD MUST BE ACX
CROSS-PLUGGED (NO TONGUE AND GROOVE) UNDERLAYMENT, PLYWOOD SUBSTRATE SHOULD BE INSTALLED JUST
PRIOR TO FIBERGLASS LAMINATION PROCESS, PLYWOOD MUST NOT BE ALLOWED TO ABSORB ANY MOISTURE WHAT
SO EVER.
LOCAL INSTALLER: AROUND THE SOUND, 6201 NE 175TH ST, KENMORE, WA 98028. CONTACT: JOE @206-719-7709.
ROOFING MATERIAL:
ARCHITECTURAL :
MANUFACTURER:
STYLE:
COLOR:
FASTENERS:
ICE & WATER SHIELD:
WEATHERBOND
TPO - MECHANICALLLY ATACHED
TO BE SELECTED BY OWNER
INSTALL 36" WIDE ACROSS ALL HIPS AND VALLEYS, AND (2) 36"
WIDE COURSES AT ALL EAVES
UNDERLAYMENT:
TYPE 30 PER ASTM D-226
VALLEY FLASHING:
28 GAUGE, ENAMELED, MIN. 24" "W"-FLASHING
WALL TRAYS:
26 GAUGE, ENAMELED, MIN. 6" TROUGH
ROOF TO WALL FLASHING:
26 GAUGE, ENAMELED, MIN. 4" COMP. COVERAGE
PIPE FLASHING:
26 GAUGE, ENAMELED, MIN. 12" SKIRT
CHIMNEY & SKYLIGHT FLASHING:
26 GAUGE, ENAMELED SADDLE WITH DIVERTER WHERE WIDTH
EXCEEDS 2 FEET
IN-WALL COUNTER FLASHING: 26 GAUGE, ENAMELED 7-BAR FLASHING
* DELIVER AND INSTALL PER IRC SECTION R905
* DELIVER AND INSTALL PER IRC SECTION R905
DIVISION 5 - METALS:
METAL FABRICATIONS:
CUSTOM-FABRICATED METAL ITEMS INCLUDING EXTERIOR AND INTERIOR RAILINGS AND HANDRAILS
TO BE APPROVED BY OWNER AND ARCHITECT, INSTALLED BY CONTRACTOR. ALL EXPOSED
STRUCTURAL METAL CONNECTORS TO BE POWDER COATED, UNLESS NOTED OTHERWISE. COLOR
TO BE DETERMINED.
PROVIDE NEOPRENE GASKET AT ALL DISSIMILAR METAL CONNECTIONS, TYP.
STRUCTURAL STEEL AND METAL FABRICATION REFER TO AND COMPLY WITH STRUCTURAL
ENGINEERING NOTES, SPECIFICATION AND DRAWINGS. PROVIDE SHOP DRAWINGS SHOWING
DETAILS OF FABRICATION, ASSEMBLY AND INSTALLATION INCLUDING TEMPLATES FOR ANCHOR
BOLT PLACEMENT. GRIND SMOOTH EXPOSED WELDS.
STEEL FINISHES:
EXTERIOR STEEL UNLESS NOTED OTHERWISE - GALVANIZED, INCLUDING ALL BOLTS, NUTS AND
WASHERS. INTERIOR STEEL - SEE SHOP DRAWINGS
DIVISION 6 - WOODS & PLASTICS:
REFER TO AND COMPLY WITH STRUCTURAL ENGINEERING NOTES, SPECIFICATION AND DRAWINGS.
PROVIDE BLOCKING FOR PLUMBING FIXTURES, BATH ACCESSORIES AND ELECTRICAL DEVICES.PER
R317.4 WOOD/PLASTIC COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIRS TREADS,
HANDRAILS AND GUARD RAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED
PERFORMANCE LEVELS AND DEMONSTRATING COMPLIANCE WITH THE PROVISIONS OF ASTM D
7032.
TREATED WOOD:
PRESSURE TREATED LUMBER AND PLYWOOD WITH WATER-BORN PRESERVATIVES FOR WOOD TO
MASONRY, WOOD TO STRUCTURAL STEEL CONTACT AND AS SPECIFICALLY NOTED IN THE
DRAWINGS.
STRUCTURALLY GLUED LAMINATED UNITS: REFER TO AND COMPLY WITH STRUCTURAL
ENGINEERING NOTES, SPECIFICATION AND DRAWINGS. SEAL ALL SURFACES, INCLUDING CUT ENDS
AND DRILLED BOLT HOLES PRIOR TO PLACING MEMBERS. ALL EXPOSED TO WEATHER UNITS TO BE
TREATED.
FINISH CARPENTRY:
COMPLY WITH AWI QUALITY STANDARDS “CUSTOM”, UNLESS INDICATED OTHERWISE. USE ONLY
SEASONED LUMBER. CONCEAL FASTENERS WHEREVER POSSIBLE, EXCEPT WHERE EXPOSED
FASTENERS ARE SHOW. HOT-DIP GALVANIZED OR STAINLESS STEEL FASTENERS FOR WORK
EXPOSED TO EXTERIOR AND HIGH HUMIDITY. INSTALL EXTERIOR TRIM WITH MINIMAL POSSIBLE
NUMBER OF JOINTS. CENTER JOINTS OVER VERTICAL MEMBERS WHEREVER POSSIBLE. STAGGER
JOINTS IN ADJACENT RELATED MEMBERS. COPING TO RETURN, MITER AT CORNERS TO PRODUCE
TIGHT FITTING JOINTS. USE SCARF JOINTS FOR END TO END JOINTS, INSTALL WITH FLUSH
APPEARANCE. KERF BACKS AS REQUIRED TO AVOID WARPING. HAND SELECT LUMBER FOR
INTERIOR TRIM OF SIMILAR GRAIN AND COLORATION. PRE-STAIN SEAL AND FINISH PER OWNER.
STAIRWAY CONSTRUCTION:
CONSTRUCT ALL STAIRS IN ACCORDANCE WITH IRC SECTION R311.7, AND AS DETAILED ON THE
DRAWINGS.
FIREBLOCKS:
INSTALL FIRE BLOCKING IN WALL/CEILING LINE OF CONCEALED SOFFIT SPACES AND 10-FOOT
INTERVALS BOTH VERTICAL AND HORIZONTAL, PER IRC SECTION R302.11.
DRAFTSTOPS:
INSTALL DRAFTSTOPS (IN COMMON WALLS SEPARATING LIVING UNITS AND ATTICS) PER IRC
SECTION R302.12.
FIRESTOPS:
INSTALL DWELLING UNIT RATED PENETRATIONS PER IRC R302.4.
DIVISION 7 - THERMAL & MOISTURE PROTECTION:
MOISTURE CONTROL: PER WSEC R301.1.
FOUNDATION WALL DAMPROOFING:
APPLY ASPHALTIC EMULSION TO ALL BELOW-GRADE FOUNDATION WALLS. ALL BELOW-GRADE
FOUNDATION WALLS GREATER THAN 48" HIGH SHALL ALSO BE PROTECTED WITH DRAINAGE
MATTING (MIRRODRAIN, DELTA-DRAIN, ENKADRAIN, OR APPROVED EQUAL).
FOUNDATION WALL WATERPROOFING:
ALL BELOW-GRADE FOUNDATION WALLS TO BE SPRAYED WITH GRAYWALL WATERPROOFING BY
RUBBER POLYMER CORPORATION. THE MEMBRANE SHALL BE APPLIED TO A MINIMUM THICKNESS
OF 40-MILS TO EXTERIOR SURFACES WHICH ARE CLEAN AND DRY, AND THE AMBIENT AIR
TEMPERATURE IS 15° F OR ABOVE. FILL HONEYCOMBED AREAS, CRACKS, AND TIE-HOLES WITH
NON-SHRINKING GROUT BEFORE APPLYING THE MEMBRANE.
ALL FOUNDATION WALLS GREATER THAN 48" HIGH (BELOW GRADE) SHALL ALSO BE PROTECTED BY
DELTA-DRAIN DAMPPROOFING MEMBRANE BY COSELLA-DORKEN PRODUCTS, INC. SUPPLY ALL
SYSTEM COMPONENTS INCLUDING DELTA-MS SHEET BARRIER, DELTA TERMINATION BAR, DELTA
MOLDING STRIP, DELTA PLUG-AND-NAIL, AND ALL APPLICABLE SEALANTS.
STONE FLOORING:
WHERE APPLICABLE, INSTALL FLUSH WOODEN FLOOR GRILLES PER MECHANICAL REQUIREMENTS. VERIFY
LOCATION OF GRILLES W/OWNER.
BUILT-IN CABINETRY:
VERIFY W/OWNER.
INTERIOR STONE WORK/ HARD SURFACE COUNTERTOPS:
WHERE APPLICABLE, COMPLY WITH RECOMMENDATION CONTAINED IN NATIONAL GRANITE QUARRIES ASSOC., INC.
(NBGQA). STONE SLAB: NOT YET DETERMINED, VERIFY WITH OWNER. GROUT: HYDROMENT, COLOR AS SELECTED BY
OWNER. SEALANTS: AS RECOMMENDED BY INSTALLER.
INTERIOR WOOD TRIM:
ALL INTERIOR WOOD TRIM TO BE MDF UNLESS NOTED OTHERWISE. VERIFY W/OWNER.
BASEBOARD TRIM:
ENTIRE RESIDENCE FIRST FLOOR SHALL HAVE A 1/2 X 5 VERIFY W/OWNER MDF BASEBOARD TRIM. ROOMS WITH
CERAMIC TILE FLOORING SHALL HAVE A CERAMIC TILE BASE. VERIFY W/OWNER.
TILE:
COMPLY WITH MORTAR AND GROUT MATERIALS AND INSTALLATION STANDARD OF THE AMERICAN NATIONAL
STANDEE INSTITUTE (ANSI) STANDARD SPECIFICATION FOR CERAMIC TILE AND MANUFACTURER'S INSTRUCTIONS
FOR GLASS MESH MORTAR UNITS (WONEDERBOARD) PER MANUFACTURE'S REQUIREMENT AT BATHROOMS. VERIFY
EXPOSED EDGE OF THE TILE MEETING CARPET, WOOD, OR RESILIENT FLOORING, UNLESS OTHERWISE INDICATED.
GROUT: HYDROMENT, COLOR AS SELECTED BY OWNER.
SEALANTS: ONE -PART MILDEW-RESISTANT SILICONE SEALANTS PER MANUFACTURE.
PAINT SPECIFICATIONS:
VERIFY ALL FINISH WITH OWNER PRIOR TO PROCEEDING. COLORS WILL BE SELECTED BY OWNER FROM STANDARD
COLOR AVAILABLE FOR THE COATINGS REQUIRED. APPLY REQUIRED PRIME COAT TO MATERIALS. PROVIDE BARRIER
COATS OVER INCOMPATIBLE PRIMERS WHERE REQUIRED. PROVIDE FINISH COATS WHICH ARE COMPATIBLE WITH
PRIMERS. SAND LIGHTLY BETWEEN LACQUER COATS. APPLY ADDITIONAL CATS UNTIL PAINT FILM IS OF UNIFORM
FINISH, COLOR AND APPEARANCE.
PRIMED AND PAINTED METAL: FIRST COAT: POLY-AMIDE EPOXY SECOND COAT: ALIPHATIC POLYESTER FINISH COAT:
URETHANE
GALVANIZED STEEL: EXPOSED EXTERIOR GALVANIZED STEEL LEFT UNPAINTED.
EXTERIOR: DECKING, SIDING, EXTERIOR CEDAR TRIM AND SOFFIT BOARDS: SEE SPECIFICATION - DIVISION 6 - WOOD
AND PLASTICS SECTION.
WOOD PAINTED DOORS: PRIME AND TWO COATS BENJAMIN MOORE IMPREVO. COLOR TO BE SELECTED BY OWNER.
WOOD LACQUER DOORS: TWO COATS TINTED SEMI-TRANSPARENT UV RESISTANT LACQUER. - COLOR TO BE
SELECTED BY OWNER.
INTERIOR WOOD TRIM: TWO COASTS CLEAR SEMI-GLOSS TRANSPARENT UV RESISTANT LACQUER OR PRIME AND
TOW COAST OIL BASED SEMI-GLOSS ENAMEL. REVIEW WITH OWNER LOCATIONS OF PAINT VERSUS LACQUER.
GWB: FIRST COAT: PVA SEALER-PRIMER SECOND COAT: INTERIOR FLAT LATEX (SEMI-GLOSS LATEX ENAMEL IN WET
LOCATIONS) THIRD COAT: INTERIOR FLAT LATEX (SEMI-GLOSS AT WET LOCATIONS).
INTERIOR WOOD PANELS: TWO COATS SHOP APPLIED CLEAR TINTED SEMI-TRANSPARENT UV RESISTANT LACQUER.
TOUCH UP FIELD CUTS AS REQUIRED. VERIFY W/OWNER.
DIVISION 10 - SPECIALTIES:
TOWEL & BATH ACCESSORIES:
VERIFY W/OWNER SPECS. FOR ALL MIRRORS, TOWEL BARS, TOILET PAPER DISPENSERS AND ANY OTHER
ACCESSORIES, WHETHER SHOWN ON PLANS OR NOT. PROVIDE BLOCKING FOR ALL ACCESSORIES AS INDICATED ON
DRAWINGS.
STORAGE SYSTEMS:
CONSULT WITH OWNER ON CLOSET STORAGE SYSTEMS.
ATTIC SPACES:
PER IRC SECTION R807.1. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE
AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30
INCHES OR GREATER. THE VERTICAL HEIGHT FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE
UNDERSIDE OF THE ROOF FRAMING MEMBERS.
SMOKE & CARBON MONOXIDE DETECTORS:
SEE SHEETS A2.0, A2.1. PROVIDE AND INSTALL SMOKE DETECTORS PER IRC SECTION R314. HARDWIRE 110-VOLT
UNIT WITH BATTERY BACKUP. IN ALTERATIONS, REPAIRS AND ADDITIONS PROVIDE AND INSTALL ADDITIONALLY PER
IRC SECTION R314. PROVIDE AND INSTALL CARBON MONOXIDE DETECTORS PER IRC SECTION R315.
WALL MOUNTED LIGHT FIXTURES:
ALL WALL MOUNTED FIXTURES SHALL BE MOUNTED +80" FROM FINISH FLOOR TO CENTERLINE OF FIXTURE, UNLESS
NOTED OTHERWISE. AT BOTTOM LIGHT VALENCE, LIGHT FIXTURE SHALL BE MOUNTED AT +84" AND TOP OF MIRROR
SHALL BE AT +80".
EAVES:
PROVIDE WATERPROOF DUPLEX OUTLETS UNDER THE EAVES. COLOR SHALL BE APPROVED BY ARCHITECT &
OWNER.
BUILT-IN IRONING BOARD: N/A
DOOR CHIME:
PROVIDE WIRED DIMANGO DOOR CHIME AND PUSH BUTTON; STYLE AND COLOR TO BE DETERMINED. VERIFY
W/OWNER.
INTERNAL MEDIA WIRING:
VERIFY AND PROVIDE TELEPHONE, CABLE, AND INTERNET REQUIREMENTS PER OWNER.
GROUND FAULT CIRCUIT INTERRUPTER PROTECTION:
GROUND FAULT INTERRUPTER REQUIRED IN ALL BATHROOMS, ON OR ABOVE COUNTERTOPS WITHIN SIX FEET OF
ANY SINK, IN ALL ACCESSIBLE GARAGE AREAS, IN ALL CRAWL SPACES, ALL OUTDOOR AREAS, AND ANY OTHER
LOCATIONS AS REQUIRED BY THE NEC.
SWITCHES/OUTLETS AND COVER PLATES:
ALL SWITCHES AND OUTLETS SHALL BE BLOCKED OUT FROM OPENINGS SUCH THAT COVER PLATES WILL NOT
CONFLICT WITH DOOR AND WINDOW TRIM OR DECORATIVE MOLDING, UNLESS NOTED OTHERWISE. SUPPLY AND
INSTALL COVER PLATES ON ALL ELECTRICAL, TELEPHONE, AND CABLE OUTLETS. ALL COVER PLATES SHALL BE
DECORA OR EQUAL; COLOR TO BE DETERMINED.
EXCEPTION: THE TOTAL LEAKAGE TEST IS NOT REQUIRED FOR DUCTS AND AIR HANDLERS LOCATED
ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. DUCTS LOCATED IN CRAWL SPACES DO NOT QUALIFY FOR
THIS EXCEPTION.
2. A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH WSEC 401.3 IS REQUIRED TO BE
COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDER AND PERMANENTLY POSTED WITHIN 3' OF THE
ELECTRICAL PANEL PRIOR TO THE FINAL INSPECTION.
3. MINIMUM 75% OF ALL INTERIOR LUMINARIES SHALL BE HIGH EFFICACY LUMINARIES AND ALL EXTERIOR LIGHTING
SHALL BE HIGH EFFICACY LUMINARIES.
DIVISION 8 - DOORS AND WINDOWS:
METAL DUCTS:
JOINTS TAPED, INSULATED PER WSEC 403.2.
*TPZ FENCES MUST BE INSPECTED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION ACTIVITIES.
WINDOWS:
ALL WINDOWS TO BE DOUBLE-PANED, VINYL - ANODIZED BRONZE FINISH, WITH INSULATED LOW-E GLAZING. WINDOW
PERFORMANCE AND CONSTRUCTION TO CONFORM WITH IRC SECTION R612. SIMULATED DIVIDED LITES SHALL HAVE 1"
BEAD STOP PROFILE. HARDWARE FINISH SHALL MATCH DOOR HARDWARE. ALL CASEMENT OPENINGS SHALL HAVE
ROTO HARDWARE. ALL OPENINGS WEATHER-STRIPPED BY MANUFACTURER; GENERAL CONTRACTOR SHALL INSTALL
"Z"-FLASHING AT HEADS OF ALL WINDOWS AND SEAL WINDOW PERIMETER PER MANUFACTURER'S SPECIFICATIONS.
PROVIDE INSECT SCREENS AT ALL OPERABLE LOCATIONS. EGRESS SHALL BE PROVIDED FROM ALL SLEEPING ROOMS
PER IRC SECTION R310. GENERAL CONTRACTOR SHALL REVIEW ALL TEMPERED GLASS AND EGRESS LOCATIONS.
PROVIDE SAFETY GLAZING PER IRC SECTION R308.4. U-VALUE OF ALL NEW WINDOW GLAZING TO BE 0.30 OR BETTER.
PROVIDE LOEWEN, SIERRA PACIFIC, WEATHERSHIELD OR EQUAL, AS APPROVED BY ARCHITECT/OWNER.
ACCESS DOORS:
CRAWL SPACE AND ATTIC SPACE ACCESS DOORS: SEE FLOOR PLANS FOR SIZES AND LOCATION.
5. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR
THE REGULATION OF TEMPERATURE.
TREE PROTECTION GUIDELINES
ALL REMAINING TREES ARE TO HAVE A TREE PROTECTION ZONE (TPZ) ESTABLISHED BEFORE COMMENCEMENT OF
ANY CONSTRUCTION OR DELIVERY ACTIVITIES. THE FOLLOWING GUIDELINES ARE TO BE OBSERVED AND
PRACTICED DURING ALL CONSTRUCTION ACTIVITIES.
*ACCESS IS TO BE RESTRICTED INTO TPZ'S WITH READILY VISIBLE TEMPORARY TREE FENCING ALONG THE LOD
WHICH COMPLETELY SURROUNDS THE PROTECTED
AREAS OF RETAINED TREES. FENCES SHALL BE CONSTRUCTED OF CHAIN LINK AND BE AT LEAST 4 FT TALL,
CONSTRUCTED USING PIER BLOCK, AND MAJOR ROOTS
SHOULD BE AVOIDED WHILE STAKING.
REGISTERED
ARCHITECT
6926
EMILY D. BUCHWALTER
STATE OF WASHINGTON
2. ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CFM (113.3 L/MIN) PER 100
SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1 INCHES
W.G. (25 PA) ACROSS THE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. ALL REGISTERS
SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. IF THE AIR HANDLER IS NOT INSTALLED AT THE TIME
OF THE TEST, TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 3 CFM (85 L/MIN) PER 100 SQUARE FEET (9.29 M2)
OF CONDITIONED FLOOR AREA. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE
CERTIFICATE (WSEC 401.3). THIS SHALL BE PRESENT TO THE INSPECTOR AS A SIGNED AFFIDAVIT DOCUMENTING
THE DUCT LEAKAGE TESTING RESULTS.
*CONSTRUCTION MATERIALS OR SUPPLIES, SOIL, DEBRIS, VEHICLES, AND EQUIPMENT ARE NOT TO BE PARKED OR
STORED WITHIN TPZ.
INTERIOR DOORS: TO BE SELECTED BY OWNER. PROVIDE PRIVACY LOCKS AT ALL BATHROOMS AND BEDROOMS;
PASSAGE LATCH AT ALL OTHERS UNLESS NOTED OTHERWISE; MATCHING HINGES TO MATCH LATCH SETS. VERIFY
W/OWNER.
PROVIDE 2 PAIR BUTTS ON ALL 8'-0" HIGH DOORS, 1-1/2 PAIR BUTTS ON 6'-8" OR 7'-0" DOORS.
PROVIDE DOOR-STOPS TO MATCH HARDWARE.
REGISTRATION:
1. POSTCONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CFM (113.3 L/MIN) PER
100 SQUARE FEET (9.29 M2) OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1
INCHES W.G. (25 PA) ACROSS THE ENTIRE SYSTEM, INCLUDING THE
MANUFACTURER'S AIR HANDLER ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED OR OTHERWISE
SEALED DURING THE TEST. LEAKAGE TO OUTDOORS SHALL BE LESS THAN OR EQUAL TO 4 CFM (133.3 L/MIN) PER
100 SQUARE FEET OF CONDITIONED FLOOR AREA.
SOURCE SPECIFIC EXHAUST FANS:
PROVIDE EXHAUST FANS WHERE SHOWN.
DOOR HARDWARE:
EXTERIOR DOORS: TO BE SELECTED BY OWNER, KEY LOCK EXTERIOR, KNOB LOCK INTERIOR, WITH SEPARATE DEAD
BOLT TO MATCH. TO BE DETERMINED BY OWNER.
Tel: (425) 453-9298
Fax: (425) 452-8448
1. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOME OWNER PRIOR TO
THE APPROVED FINAL INSPECTION. DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33, USING THE
MAXIMUM DUCT LEAKAGE RATES SPECIFIED. DUCT TIGHTNESS SHALL BE VERIFIED BY EITHER OF THE FOLLOWING:
CHIMNEY FLASHING:
TAYLOR METAL PRODUCTS INC.USE MANUFACTURER RECOMMENDED OR EQUAL OR GREATER PERFORMING.
GARAGE DOORS:
SEE ELEVATIONS FOR PANEL PATTERN, CLOPAY ALUMINUM WITH CLEAR COAT, STYLE TO BE SELECTED BY OWNER.
City of Kirkland
Reviewed by R Braun
03/11/2015
ENERGY CODE COMPLIANCE NOTES:
4. PER REQUIREMENT FOR MEDIUM DWELLING UNIT, 1.5 ENERGY CREDIT POINTS MUST BE MET PER TABLE R406.2.
OPTIONS 3a & 4 (HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM) ARE TO BE USED.
INTERIOR DOORS:
ALL SWINGING INTERIOR DOORS TO BE SOLID CORE, CLEAR COATED (BOTH SIDES) WOOD VENEER OR PAINTED BOTH
SIDES. COLOR TO BE DETERMINED. VERIFY W ARCHITECT / OWNER. ALL POCKET-DOORS PREMIUM TRACK AND ROLLER
HARDWARE. VERIFY W/OWNER.
Architecture
Programming
Accessible Design
Interior Design
SOUND SPEAKERS:
PROVIDE RECESSED SOUND SPEAKERS PER OWNER.
GUTTERS AND DOWNSPOUTS:
LAP EAVE FLASHING INTO GALVANIZED 6" SQUARE GUTTERS WITH MATCHING GALVANIZED DOWNSPOUTS
DIVISION 11 - EQUIPMENT:
CONNECTED TO 4" DIAMETER RIGID PVC TIGHTLINE AND RUN TO APPROVED DISCHARGE. CUSTOM FABRICATED RAKE AT
GUTTER END - SOLDERED SEAM - 4" GALVANIZED DOWNSPOUTS WITH CUSTOM FABRICATED ATTACHMENTS.
GARAGE DOOR OPENERS:
VERIFY WITH ARCHITECT & OWNER FOR DOWNSPOUT LOCATIONS. ROOF/DECK DRAINS AND SCUPPERS SHALL BE
PROVIDE 2 MIN. EACH
INSTALLED PER IRC SECTION R903.4; CONCEALED PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE UPC.
DIVISION 12 - FURNISHINGS: N/A
ROOF VENTING:
PER IRC SECTION R806, IECC CHP 4. R38 BATT INSULATION IN SINGLE RAFTER VAULTED & LOW SLOPE CEILINGS, R38
DIVISION 13 - SPECIAL CONSTRUCTION: N/A
BATT INSULATION IN CEILINGS WITH ADVANCED FRAMING, AND R49 BATT INSULATION IN STANDARD FRAMING PROVIDE
1" AIR GAP AT TOP.
DIVISION 14 - CONVEYING SYSTEMS: N/A
USE BEST MATERIALS BRAND TPO/PVC ROOF VENT MODEL S-VS08 WHERE DRAWN. PROVIDE EAVE AND RAKE VENTING
WHERE SHOWN. UN-VENTED CAVITY: 1.625" ICYNENE CLOSED-CELL WATER-BASED SPRAY FOAM INSULATION R-4.9
DIVISION 15 - MECHANICAL:
PER INCH. SPRAY-IN WHERE SHOWN.
HEATING AND VENTILATION:
ROOF FLASHING:
Kelvinator single stage gas furnace
PROVIDE FLASHING AND OTHER WEATHER PROTECTION PER IRC SECTIONS R903 AND R905. VALLEY FLASHING SHALL
Model KG7S w/ 95% AFUE
BE ENAMELED METAL WITH V-CRIMP TYPICAL. ROOF-TO-MASONRY CONDITIONS SHALL HAVE ENAMELED STEPFLASH
AND COUNTERFLASH.
All components of heating system to be installed within heated space, and no such components may be installed in crawlspace.
EXTERIOR DOORS:
ALL EXTERIOR DOORS SHALL BE SELECTED BY OWNER. COLOR TO BE DETERMINED. PROVIDE CONTINUOUS
INTERLOCKING METAL WEATHER-STRIPPING, ANODIZED METAL THRESHOLD, CYLINDER ENTRY LOCK ACCESS AND
DEADBOLT DRILLING. DOUBLE-GLAZED SAFETY GLASS, WITH LOW-E (COLOR TO MATCH WINDOWS), AS INDICATED ON
DRAWINGS. U-VALUE OF DOORS TO BE 0.30 OR BETTER; DOORS WITH MORE THAN 50% GLAZING TO HAVE A U-VALUE
OF 0.30 OR BETTER. PROVIDE SCREENS AT SLIDING DOORS ONLY WHEN INDICATED ON DRAWINGS. PROVIDE LOEWEN,
SIERRA PACIFIC, WEATHERSHIELD OR EQUAL AS APPROVED BY OWNER.
MEDICI
ARCHITECTS
Issue Date
INTAKE DATE:
DATE:
REVISIONS:
1.
2.
3.
4.
5.
REVISION 1
2-11-2015
REVISION 2
3-10-2015
PROJECT / CLIENT:
LOT 9
KIRKLAND, WA 98033
JOB ADDRESS:
328 4TH AVE S
KIRKLAND, WA 98033
*HIGHLY VISIBLE SIGNS SPACED NO FURTHER THAN 15 FEET SHALL BE PLACED ALONG SIDES OF THE TPZ FENCING.
EAST UNIT
DRAWING NAME:
*ASSESS CREW AND CONTRACTOR PENALTIES, IF NECESSARY, TO KEEP THE TPZ'S INTACT.
WATER HEATER
INSTALL NEW 0.82 EF GAS TANKLESS WH. Noritz Model NR66 Series or Equal
*CHECK THE INTEGRITY OF TPZ FENCES WEEKLY, AND REPAIR OR REPLACE AS NEEDED.
GARAGE/ CARPORT DUCTS:
DUCTS IN THE GARAGE/CARPORT AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING
FROM THE GARAGE/CARPORT MUST BE A MINIMUM OF 26 GAUGE SHEET METAL WITH NO REGISTER OUTLETS INTO
THE GARAGE. DUCTS OUTSIDE THE PROTECTED ENVELOPE ARE EXCLUDED FROM THESE REGULATIONS.
*WOOD CHIPS SHOULD BE USED IF POSSIBLE TO SPREAD ABOVE ROOT ZONES WITHIN THE TPZ'S TO A DEPTH OF 6-8
INCHES FOR TEMPORARY PROTECTION.
EXHAUST FANS:
PROVIDE EXHAUST FANS WHERE SHOWN ON FLOOR PLANS A2.0 & A2.1.
*AVOID GRADE CHANGES OR TRENCHING WITHIN OR NEAR THE TPZ. IF IT IS UNAVOIDABLE, THEN FOLLOW THE
GUIDELINES BELOW.
THERMOSTAT(S):
PROVIDED BY MECHANICAL CONTRACTOR; VERIFY LOCATION(S) W/OWNER.
*TPZ'S MAY ONLY BE MOVED OR ACCESSED WITH PERMISSION FROM CITY OFFICIALS, AND ANY WORK DONE WITHIN
TPZ'S MUST BE DONE WITH A CERTIFIED
ARBORIST PRESENT.
GAS APPLIANCE FIREPLACES:
HEAT AND GLO - RED 60 OR SIMILAR - VERIFY W/OWNER.
PLUMBING:
ALL PLUMBING TO BE INSTALLED PER THE UPC. WATER HEATERS IN UNCONDITIONED SPACE SHALL HAVE A
THERMAL RESISTANCE OF R-10 FOR THE HEATER BASE PER R403.4.3 (WSEC WAC 51-11). PROVIDE SEISMIC STRAPS
PER THE UPC. DRAIN HOT WATER TANK PRESSURE-RELIEF VALVE TO OUTSIDE OF BUILDING OR TO FLOOR DRAIN
(PROVIDE 1" MINIMUM AIR GAP) USING HARD-DRAWN COPPER PIPING. PROVIDE RETICULATING PUMP AND PLUMB
FOR INSTANT HOT WATER. SOURCES OF IGNITION MUST BE KEPT AT LEAST 18" ABOVE FLOOR LINE. PROVIDE
PLUMBING TO ALL FIXTURES SHOWN ON DRAWINGS. PROVIDE INSULATION FOAM AT ALL FLOOR, ROOF, AND WALL
PLUMBING PENETRATIONS.
TO ACHIEVE WSEC CREDIT OPTION 5B PER TABLE 406.2 ALL SHOWERHEAD AND KITCHEN SINK FAUCETS SHALL HAVE
MAXIMUM FLOW OF 1.75 GPM. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS.
SPRINKLER SYSTEM:
FOR DUPLEX - AUTOMATIC SPRINKLERS ARE REQUIRED PER NFPA 13D AND CITY OF MUKILTEO FIRE DEPARTMENT
STANDARDS. PROVIDE A 1" MIN. METER CONNECTION. SPRINKLER SYSTEM TO PROVIDE COVERAGE THROUGHOUT
STRUCTURE, INCLUDING DECKS AND GARAGE. DESIGNED BY A WASHINGTON STATE CERTIFIED ENGINEER.
CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF INTERNATIONAL FIRE CODE CHAPTER 14. THE SYSTEM
SHALL BE INSTALLED, INSPECTED, TESTED, AND APPROVED PRIOR TO FRAMING INSPECTION APPROVAL. A
SEPARATE PERMIT MAY BE REQUIRED. ALL SPRINKLER HEADS SHALL BE RECESSED. COORDINATE LOCATIONS WITH
LIGHTING PLAN, TYPICAL. VERIFY WITH GENERAL CONTRACTOR & ARCHITECT.
DIVISION 16 - ELECTRICAL:
*CEMENT TRUCKS MUST NOT DEPOSIT WASTE OR RINSE OUT TRUCKS IN THE TPZ.
*IF ROOTS NEED TO PRUNED, THEY SHOULD BE CUT WITH PRUNING SAWS, MADE FLUSH WITH THE SIDE OF THE
TRENCH.
*TREES SHOULD BE WATERED TWICE A WEEK IF CONSTRUCTION IS TO TAKE PLACE DURING HOT SUMMER MONTHS.
IF EXCAVATION OCCURS WITHIN THE DRIPLINES OF TREES SCHEDULED FOR RETENTION, THE FOLLOWING
PROCEDURES MUST BE FOLLOWED TO PROTECT THEM:
*THE CONTRACTOR SHALL VERIFY THE VERTICAL AND HORIZONTAL LOCATION OF EXISTING UTILITIES TO AVOID
CONFLICTS AND MAINTAIN MINIMUM CLEARANCES; ADJUSTMENT SHALL BE MADE TO THE GRADE OF THE NEW
UTILITY AS REQUIRED.
*THE INNER ROOT ZONE SHALL NOT BE DISTURBED OR CUT (INNER ROOT ZONE = HALF THE DRIP LINE RADIUS).
GENERAL NOTES
Drawn By: US
Checked By: EB
Owner Approval:
PHASE:
PERMIT SET
from the architect.
*ISA CERTIFIED ARBORIST MUST WORK WITH EQUIPMENT OPERATORS DURING TRENCHING/ EXCAVATION. THE
ARBORIST SHOULD HAVE A SHOVEL, HAND PRUNERS, LOPPERS, HANDSAW, AND A SAWSALL.
*IF ROOTS ONE INCH OR LARGER ARE DAMAGED BY EQUIPMENT, THE ARBORIST SHALL STOP THE EQUIPMENT AND
HAVE THE DIRT EXCAVATED BY HAND UNTIL THE ROOT CAN BE CLEANLY CUT. A CLEAN STRAIGHT CUT SHALL BE
MADE TO REMOVE THE DAMAGED PORTION OF ROOT, AND IF POSSIBLE THE ROOTS SHOULD BE COVERED IN MOIST
BURLAP UNTIL RECOVERED WITH DIRT THE SAME DAY.
*BORING OR TUNNELING UNDER ROOTS OF EXISTING TREES IS A VIABLE ALTERNATIVE TO TRENCHING THROUGH
ROOTS. IT SHALL BE PERFORMED UNDER THE SUPERVISION OF AN ISA CERTIFIED ARBORIST, AND NO ROOTS 1
INCH IN DIAMETER OR LARGER SHALL BE CUT.
SKYLIGHTS: NOT USED.
ALL WORK SHALL CONFORM TO CURRENT AND APPLICABLE CODES AND SHALL BE COORDINATED WITH THE
GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS TO WIRE AND HOOK UP ALL
EXHAUST FANS, APPLIANCES, FURNACES, AIR CONDITIONERS AND ALL OTHER EQUIPMENT REQUIRING ELECTRICAL
SERVICE. ELECTRICAL CONTRACTOR SHALL VERIFY AND ACQUIRE APPROVAL OF PANEL DISTRIBUTION AND
SERVICE FROM OWNER AND GENERAL CONTRACTOR PRIOR TO INSTALLATION.
INSULATION FOAM:
PROVIDE INSULATION FOAM AT ALL FLOOR, ROOF, AND WALL ELECTRICAL PENETRATIONS.
*THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE CRITICAL ROOT ZONE OF TREES TO BE
PRESERVED WITHOUT THE PLANNING OFFICIAL'S
AUTHORIZATION BASED ON RECOMMENDATIONS FROM A QUALIFIED PROFESSIONAL. THE PLANNING OFFICIAL MAY
ALLOW COVERAGE OF UP TO ONE HALF OF THE AREA OF THE TREE'S CRITICAL ROOT ZONE WITH LIGHT SOILS (NO
CLAY) TO THE MINIMUM DEPTH NECESSARY TO CARRY OUT GRADING OR LANDSCAPING PLANS, IF IT WILL NOT
IMPERIL THE SURVIVAL OF THE TREE. AERATION DEVICES MAY BE REQUIRED TO ENSURE THE TREE'S SURVIVAL.
DATE/ TIME:
3/10/2015 2:30:40 PM
A0.1
LIGHTING FIXTURE LAMPS:
PROVIDE AND INSTALL GE OR SYLVANIA LAMPS. ALL INCANDESCENT LAMPS RECESSED INTO INSULATED AREAS
SHALL BE APPROVED FOR ZERO-CLEARANCE INSULATION COVER.
ALL FLUORESCENT LAMPS SHALL BE FULL-SPECTRUM.
PLOT SCALE: 1:1
EXTERIOR WINDOW TYPES
WINDOW SCHEDULE
E
2'-0"
F
Egress
6.72 sf
Egress
10.86 sf
EGRESS AT 3RD FLOOR
SG
SG
4" MAX. OPENING AT OPERABLE
SECTIONS OF WINDOWS
5'-0"
3'-0"
3'-0"
3'-0"
5'-0"
2'-0"
2'-0"
2'-0"
3'-0"
SG
K
3' - 0"
5' - 0"
2' - 0"
5' - 0"
5' - 0"
5' - 0"
5' - 0"
3' - 0"
5' - 0"
5' - 0"
5' - 0"
2' - 0"
5' - 0"
5' - 0"
3' - 0"
5' - 0"
5' - 0"
4' - 3"
5' - 0"
5' - 8"
5' - 6"
4' - 0"
4' - 0"
4' - 0"
5' - 8"
5' - 8"
7' - 0"
7' - 0"
7' - 0"
1' - 8"
5' - 0"
5' - 0"
5' - 0"
1' - 8"
4' - 2"
7' - 0"
4' - 2"
4' - 2"
SG
SG
MAX. 4" OPENING AT
OPERABLE SECTIONS OF
WINDOWS
SG
No
4" MAX. OPENING AT OPERABLE
SECTIONS OF WINDOWS
1
2
3
4
5'-0"
5'-0"
3'-0"
2'-2"
2'-0"
5'-0"
M
5'-0"
5'-0"
O
N
P
4'-2"
2'-10"
1'-8"
3'-0"
2'-6"
2'-0"
2'-0"
0.3
Qty
3
1
2
1
Door Location
Width
ENTRY/BONUS RM./3RD FLR. DECK
GARAGE
GARAGE/ MECH. RM.
2ND FLR. DECK
3' - 0"
Height
7' - 0"
16' - 0"
2' - 10"
6' - 0"
7' - 3"
7' - 0"
8' - 0"
Area
63 SF
116 SF
40 SF
48 SF
Screen
FIXED/AWNING
FIXED/ AWNING
CASEMENT
FIXED/CASEMENT
FIXED/CASEMENT
FIXED/ CASEMENT
FIXED/ CASEMENT
FIXED/AWNING
FIXED/AWNING
FIXED/ AWNING
FIXED/ AWNING
CASEMENT
FIXED/ CASEMENT
FIXED/ CASEMENT
AWNING
FIXED/ CASEMENT
FIXED
FIXED
FIXED/ CASEMENT
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
N
N
Y
Hardware
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
Comments
Architecture
Programming
Accessible Design
Interior Design
SAFETY GLASS
SAFETY GLASS
EGRESS
SAFETY GLASS, EGRESS
SAFETY GLASS
SAFETY GLASS
SAFETY GLASS
SAFETY GLASS
SAFETY GLASS AT STAIR
EGRESS
SAFETY GLASS AT STAIR
UXA=
236.4
City of Kirkland
Reviewed by R Braun
03/11/2015
Tel: (425) 453-9298
Fax: (425) 452-8448
NOTE: SEE A0.2 & A4.0-A4.1 FOR
WINDOW DIVISIONS.
REGISTRATION:
Manufacturer
TBD
TBD
TBD
TBD
U-Value
0.3
0.3
0.3
0.3
Door Type
FULL GLASS PANEL DOOR
Configuration
REGISTERED
ARCHITECT
X
OVERHEAD GARAGE DOOR
X
SOLID FLUSH DOOR
X
2 PANEL SLIDING GLASS DOOR X
Comments
EMILY D. BUCHWALTER
ALL GLAZING FOR DOORS, TRANSOM AND SIDELITES TO BE SAFETY
GLASS
GARAGE DOOR OPENER, SEE ELEVATIONS FOR DOOR PATTERN
20 MIN. FIRE RATED W/SELF CLOSER/INSULATED
ALL GLAZING FOR DOORS, TRANSOM AND SIDELITES TO BE SAFETY
GLASS
STATE OF WASHINGTON
Issue Date
INTAKE DATE:
Total Exterior Door Area (A): 267 SF - 116 SF(GARAGE) = 151 SF
0.3
U X A = 45.3
Notes:
1. GENERAL CONTRACTOR SHALL PROVIDE MANUFACTURER'S DATA ON ALL WINDOWS SHOWING COMPLIANCE WITH THE 2012 WASHINGTON STATE ENERGY CODE.
2. ALL EXTERIOR TRUE DIVIDED FIXED TRANSOM GLAZING TO BE POSITIONED AT UPPER SASH.
3. VERIFY ALL DOOR TYPES & HARDWARE W/OWNER PRIOR TO ORDERING.
4. DOOR SEPARATING UN-HEATED FROM HEATED SPACE TO BE U=0.30 MAX PER WSEC 2012.
5. ALL DOOR WITH GLAZING TO BE NFRC CERTIFIED AND LABELED.
6. ALL HARDWARE TO BE BRUSHED NICKLE FINISH 2-PAIR BUTT HINGES. CONFIRM WITH OWNER.
DATE:
REVISIONS:
1.
2.
3.
4.
5.
REVISION 1
2-11-2015
REVISION 2
3-10-2015
INTERIOR DOOR SCHEDULE
No
5'-0"
4'-3"
3'-0"
2'-0"
7'-0"
4'-2"
Door Location
Width
2' - 6"
5' - 0"
2' - 10"
5' - 0"
2' - 0"
3' - 0"
Height
7' - 0"
6' - 8"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
Manufacturer
TBD
TBD
TBD
TBD
TBD
TBD
Door Type
SLIDING CLOSET DOOR
SOLID SWINGING
DOUBLE SOLID SWINGING
SOLID SWINGING
SURFACE SLIDER
Notes:
3. VERIFY ALL DOOR TYPES & HARDWARE W/OWNER PRIOR TO ORDERING.
4. DOOR SEPARATING UN-HEATED FROM HEATED SPACE TO BE U=0.30 MAX PER WSEC 2012.
5. ALL HARDWARE TO BE BRUSHED NICKLE FINISH 1 1/2-PAIR BUTT HINGES. CONFIRM WITH OWNER.
S
R
4'-2"
1'-8"
3'-0"
Qty
5
17
6
1
1ST FLR. GUEST ROOM
7
1
LAUNDRY
8
1
MASTER BEDROOM
9
1
3RD FLR. HALLWAY CLOSET
10
1
MASTER BATH
Interior Door Total: 22
5'-0"
5'-4"
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
Window Type
267 SF
Egress
8.56 sf
SG
NOTE:
SAFETY GLASS: SG
DIMENSIONS INDICATE ROUGH OPENINGS
SEE NOTES FOR WINDOW FALL PROTECTION
OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS
THAT ALLOW PASSAGE OF A 4-INCH-DIAMETER(102mm) SPHERE
WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES (610mm)
OF THE FINISHED FLOOR, TYP. PER IRC R312.2
Comments
PROJECT / CLIENT:
LOT 9
KIRKLAND, WA 98033
JOB ADDRESS:
328 4TH AVE S
KIRKLAND, WA 98033
EAST UNIT
DRAWING NAME:
SCHEDULES
Drawn By: US
Checked By: EB
Owner Approval:
EXTERIOR DOOR TYPES
3'-0"
2'-10"
PHASE:
6'-0"
16'-0"
PERMIT SET
2
from the architect.
4
3
1
7'-0"
7'-0"
SG
8'-0"
SG
7'-0"
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
U-Value
3. ALL WINDOWS TO BE NFRC CERTIFIED AND LABELED.
1'-8"
SG
1'-8"
1'-8"
SG
5'-0"
SG
85 SF
28 SF
32 SF
40 SF
20 SF
28 SF
57 SF
147 SF
35 SF
35 SF
17 SF
60 SF
25 SF
75 SF
10 SF
21 SF
35 SF
18 SF
21 SF
788 SF
Total Window Area: 788
SF
Notes:
Exterior Door Total: 7
Q
Manufacturer
6926
MAX. 4" OPENING AT
OPERABLE SECTIONS OF
WINDOWS
2'-0"
Area
EXTERIOR DOOR SCHEDULE
EGRESS AT 3RD FLOOR
L
Height
J
1'-6"
SG
Width
7'-0"
5'-4"
5'-4"
7'-0"
H
7'-0"
5'-8"
Egress
10.86 sf
SG
5'-4"
I
4'-2"
G
Window Location
3'-0"
1'-8"
2'-0"
5'-0"
5'-0"
Qty
A
5
ENTRY/ MASTER BEDROOM
B
1
MUD ROOM
C
4
BONUS ROOM/ BEDROOM 3
D
2
BONUS ROOM/ BEDROOM 3
E
1
BONUS ROOM
F
1
1ST FLR. GUEST ROOM
G
2
GUEST RM./ BEDROOM 2
H
7
LIVING ROOM
I
1
DINING ROOM
J
1
STAIRS
K
2
STAIRS/ BEDROOM 2/ MASTER BATHRM
L
6
VARIOUS
M
1
AWAY ROOM
N
3
AWAY ROOM/ KITCHEN
O
2
MASTER CLOSET/ BATHROOM #3
P
1
LAUNDRY
Q
1
STAIRS
R
1
MASTER BATHROOM
S
1
STAIRS/ BEDROOM 2/ MASTER BATHRM
Window Count: 43
5'-8"
D
3'-0"
2'-2"
4'-0"
2'-10"
No
1'-8"
SG
3'-0"
4'-0"
5'-6"
C
1'-8"
SG
2'-0"
2'-0"
B
1'-8"
SG
2'-0"
3'-10"
5'-8"
4'-0"
3'-0"
4'-0"
3'-0"
5'-0"
5'-0"
4'-0"
5'-0"
5'-0"
A
MEDICI
ARCHITECTS
FINISHED FLOOR
DATE/ TIME:
3/10/2015 2:30:42 PM
A0.2
PLOT SCALE: 1:1
40'-0"
MEDICI
ARCHITECTS
PROPERTY LINE
3
1
A
4
6
2
Architecture
Programming
Accessible Design
Interior Design
5
A5.0
5'-0"
30'-0"
5'-0"
10'-10"
SIDE SETBACK
FLOOR PLAN NOTES
SIDE SETBACK
8'-0"
3'-4"
9'-7"
9 1/2"
8'-3 1/2"
1.
PROPERTY LINE
30'-0"
11'-4"
2.
3.
4.
5.
6.
7.
18'-8"
4
A6.0
A
4'-8 1/2"
3'-0"
PATIO
CONCRETE SLAB
SLOPE 1/4" PER 12"
9.
10.
TYP.
16" X 8" CRAWL SPACE VENTS
PROVIDE VENT WELLS AS NEEDED
TO ENSURE AIR FLOW. (TYP.)
B
11.
13'-11"
4'-8 1/2"
8.
9'-2 1/2"
8" FOUNDATION WALL
PER STRUCTURAL PLANS
3
Tel: (425) 453-9298
Fax: (425) 452-8448
SYMBOL LEGEND
HOLDDOWN LOCATION PER STRUCTURE PLANS
ENSURE VENTS ARE NOT AT HOLDOWN LOCATIONS (TYP.)
REGISTERED
ARCHITECT
6926
FOUNDATION WALL
MIN. 18" CLEAR
SPACE BELOW JOIST
20'-0"
City of Kirkland
Reviewed by R Braun
03/11/2015
REGISTRATION:
CRAWL SPACE
727 SF
R-30 INSULATION IN FLOOR SYSTEM,
CLASS 1 VAPOR RETARDER OVER GRADE AND UP STEM WALLS, MIN. 6 MIL.
A6.0
C
12.
CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS &
CONDITIONS PRIOR TO CONSTRUCTION.
ALL POSTS, BEAMS & HEADERS SEE STRUCTURAL DRAWINGS
PROVIDE SOLID BLOCKING OVER SUPPORTS.
PROVIDE FIRE BLOCKING @ ALL PLUMBING PENETRATIONS.
WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES.
DOOR JAMB 4.5" U.N.O.
SEE SHEETS A0.2, A4.0 & A4.1 FOR WINDOW & DOOR HEADER
HEIGHTS ABOVE FINISHED FLOOR.
ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE
TREATED.
EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.C., U.N.O.
INSTALL SIMPSON CONC. TO WOOD HOLDOWNS PER STRUCTURAL
DRAWINGS, ALSO SEE MANUFACTURER'S SPECS.
*SHALL BE 110V INTERCONNECTED W/ BATTERY BACKUP.
*SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS.
*SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS.
*SHALL BE INSTALLED IN EACH LOCATION WHERE THERE IS A CEILING
CHANGE OF GREATER THAN 24"
SEE SHEET A0.1 & A0.2 FOR ADDITIONAL NOTES.
EMILY D. BUCHWALTER
5 1/2"
STATE OF WASHINGTON
6'-8"
6'-8"
SLAB ON GRADE
7'-2 3/4"
FIRST FLOOR SYSTEM TO BE HUNG
ON FOUNDATION WALL (TYP.)
SEE STRUCTURAL DRAWINGS
POST - VERIFY SIZE AND TYPE WITH
STRUCTURAL PLAN
5 1/2"
CRAWL SPACE VENTILATION
6'-11 1/2"
80'-0"
5'-9 1/2"
12'-7 1/2"
Crawl Space Area =
Ventilation Required:
Use:
727.00 s.f.
727.00 s.f. x 144/1500 = 69.8s.i. Req'd
Vent Area =
Vents Required =
Provide:
16"X8" Foundation Vents
69.8 s.i. / vent area
9.00 / 16”x8” Vents,
50.00 s.i.
1.39 vents
Area = 300.00 s.i.
Total Min. Ventilation Provided = 300.00 s.i. IS GREATER THAN
4" CONCRETE
SLAB ON GRADE
EXPANSION JOINTS IN
CONCRETE FLOOR
1'-5 1/2"2'-3 1/2"
H
I
A6.0
8'-2"
G
5
69.8
s.i. Req'd
* NOTE: Per SRC R408.1...When a Class 1 vapor retarder material is used, the minimum net area of ventilation openings
shall not be less than 1 square foot (0.0929 m2) for each 1,500 square feet (140 m2) of under-floor space area.
9 1/4"
LINE OF
FOOTINGS
20'-8"
4'-5"
F
DATE:
REVISIONS:
9'-11"
6"
E
Issue Date
INTAKE DATE:
45'-4 1/2"
4'-1 1/2"
45'-4 1/2"
D
R-30 INSULATED CRAWL SPACE
ACCESS DOOR ABOVE MIN. 18"x24"
THROUGH THE FLOOR PER IRC 408.4
LINE OF
BUILDING
SETBACK
1.
2.
3.
4.
5.
REVISION 1
2-11-2015
REVISION 2
3-10-2015
PROJECT / CLIENT:
LOT 9
KIRKLAND, WA 98033
JOB ADDRESS:
CONCRETE SLAB PER
STRUCTURAL PLANS
SLOPE 3" TO FRONT OF
THE GARAGE
328 4TH AVE S
KIRKLAND, WA 98033
6'-8 1/2"
6'-8 1/2"
EAST UNIT
CONCRETE SLAB
PER STRUCTURAL
PLANS
MIN.1/4" PER 12"
DRAWING NAME:
FOUNDATION PLAN
104'-1"
J
FRONT GARAGE
Drawn By: OTR/US
Checked By: EB
Owner Approval:
START OF
CONSTRUCTION
PHASE:
2
NOTES:
1- REFER TO STRUCTURAL PLANS FOR ALL
FRAMING & FOUNDATION INFORMATION
A6.0
23'-9 1/2"
20'-11"
5'-0"
2- ALL IMPERVIOUS SURFACES TO BE
GRADED TO SLOPE AND DRAIN AWAY
FROM THE STRUCTURE MIN. 1/4" PER 12"
8'-3 3/4"
PERMIT SET
from the architect.
30'-0"
1'-6"
DRIVEWAY 4"
CONCRETE SLAB
14.9% SLOPE
18'-0"
5'-9 1/4"
4'-0"
5'-9 1/4"
PROPERTY LINE
40'-0"
DATE/ TIME:
3/10/2015 2:30:43 PM
PROPERTY LINE
1
A1.0
FOUNDATION PLAN
1/4" = 1'-0"
PLOT SCALE: 1:1
40'-0"
MEDICI
ARCHITECTS
PROPERTY LINE
1
2
A
3
4
5
6
A5.0
SIDE SETBACK
8'-0"
REAR SETBACK
3'-4"
5'-0"
SIDE SETBACK
9'-7"
9 1/2"
11'-4"
8'-3 1/2"
18'-8"
3'-2"
5'-0"
3'-2"
2'-3"
5'-0"
4'-5 1/2"
5'-0"
9"
A6.2
5'-0"
CL
2'-6"
2'-10"
2
C
10" 2'-6 1/2"
2'-3 1/2"
5
5
6'-1 1/2"
5
STORAGE
UNDER STAIRS
5 1/2"
SG
J
8
3'-6"
5
3'-6"
CO
CLR.
3'-9 1/2"
6'-8"
SD
14 RISE @ 7 1/4"
UP
12" ACTUAL RUN
3'-6"
BATHROOM 1
1'-6"
3
107.27'
2'-10"
3'-6"
B
MUD ROOM
2
A6.3
4'-8"
3'-2 1/4"
SD
SMOKE DETECTOR
CO
CARBON MONOXIDE DETECTOR
NOTE: GUARDS ON THE OPEN SIDES OF STAIRS
SHALL NOT HAVE OPENING WHICH ALLOWS PASSAGE
OF A SPHERE 4 3/8" IN DIAMETER.
1
DOORS
20'-0"
CLR.
A6.2
2'-3 1/2"
GARAGE
A
WINDOWS
CONCRETE SLAB
PER STRUCTURAL
PLANS
MIN.1/4" PER 12"
6'-8 1/2"
10"
A6.0
2'-5 1/2"
4" CONCRETE
DRIVEWAY
SLOPE 14.9%
2'-5 1/2"
HOUSE VENTILATION
JOB ADDRESS:
2012 IRC - PROVIDE WHOLE HOUSE VENTILATION PER M1507, INTERMITTENT WHOLE HOUSE
VENTILATION USING EXHAUST FAN PER 1507.3 TABLE1507.3.3(1) & TABLE1507.3.3(2),
PROVIDE CONTROLS PER 1503.2. COMPLY WITH WSEC R403.5.
328 4TH AVE S
KIRKLAND, WA 98033
LOCATION
MINIMUM FAN REQUIREMENTS
Bath &
Powder
Min. 50 cfm (INTERMITTENT) @ .025" WG (TABLE M1507.3)
B
Kitchen
Min. 100 cfm (INTERMITTENT)@ .025" WG (TABLE M1507.3)
(Range hood or down draft exhaust fan rated at min. 100 cfm
at 0.10" wg may be used for exhaust fan requirement.)
C
Laundry
Room
Min. 180cfm (INTERMITTENT) @ .025" WG - to function and be labeled as
whole house fan (4-5 BEDROOMS 3001< 4500 SF.) TO OPERATE 50%
OF EVERY FOUR HOUR PERIOD
A
4'-0"
5'-9 1/4"
1'-6"
23'-9 1/2"
9'-1"
5'-9 1/4"
DRYER VENT PER (TABLE M1502.4.4.1) VENTED TO OUTSIDE
*ALL FANS TO VENT TO OUTSIDE
ALL SHOWERHEAD AND KITCHEN SINK FAUCETS SHALL BE RATED @ 1.75 GPM OR LESS. ALL
OTHER LAVATORY FAUCETS SHALL BE RATED @ 1.0 GPM OR LESS. CONTRACTOR TO KEEP
PRODUCT LITERATURE ON SITE.
8'-1"
20'-11"
18'-0"
3-10-2015
EAST UNIT
DRAWING NAME:
LINE OF EDGE OF
DECK ABOVE
16'-0"
REVISION 2
PROJECT / CLIENT:
8"
A6.4
2-11-2015
STRUCTURAL PLAN
SYMBOL
POST PER
STRUCTURAL
107.06
8"
9
REVISION 1
LINE OF BUILDING ABOVE
6'-0 1/2"
3'-0"
5'-8 1/4"
1'-5 1/2"
1'-2 3/4"
A
3"
3'-0"
2% SLOPE
TRENCH DRAIN
TIGHTLINE AS PROPOSED
PER CIVIL PLANS
1.
2.
3.
4.
5.
LOT 9
START OF
CONSTRUCTION
CONTROL JOINT AT
CONCRETE SLAB @ 10'
MAX. SPACING, TYP.
FOUNDATION WALL & FOOTING
DATE:
REVISIONS:
A6.3
CONCRETE SLAB PER
STRUCTURAL PLANS
SLOPE 3" TO FRONT OF
THE GARAGE
2
Issue Date
INTAKE DATE:
2X WALLS
R-30 INSULATED CRAWL SPACE
ACCESS DOOR MIN. 18"x24"
THROUGH THE FLOOR
PER IRC 408.4
1
J
EMILY D. BUCHWALTER
KIRKLAND, WA 98033
8
2 CAR GARAGE
CEILING HEIGHT: 8'-0"
2
REGISTERED
ARCHITECT
STATE OF WASHINGTON
IRC R312.1.3 (1) THE TRIANGULAR OPENINGS AT THE
OPEN SIDES OF A STAIR, FORMED BY THE
RISER,TREAD AND BOTTOM RAIL OF A GUARD, SHALL
NOT ALLOW PASSAGE OF A SPHERE 6" IN DIAMETER.
IRC R312.1.3 (2) GUARDS ON THE OPEN SIDES OF
STAIRS SHALL NOT HAVE OPENING WHICH ALLOWS
PASSAGE OF A SPHERE 4 3/8" IN DIAMETER.
3'-11"
LINE OF
BUILDING
ABOVE
1
6'-8 1/2"
I
ENTRY
Tel: (425) 453-9298
Fax: (425) 452-8448
SYMBOL LEGEND
NOTE:
PER IRC 301.5 GUARDS AND HANDRAILS SHALL BE
ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF
200 LBS/SF APPLIED IN ANY DIRECTION AT ANY POINT
ALONG THE TOP AND TO TRANSFER THIS LOAD
THROUGH THE SUPPORTS TO THE STRUCTURE.
PER IRC 301.5
9 1/4"
A6.3
City of Kirkland
Reviewed by R Braun
03/11/2015
6926
10'-3 3/4"
4'-5"
2
Architecture
Programming
Accessible Design
Interior Design
REGISTRATION:
PROVIDE ILLUMINATION PER IRC R303.6
18'-1"
CLR.
1'-8"
20'-0"
F
H
R303.7 STAIRWAY ILLUMINATION
ALL INTERIOR STAIRWAYS SHALL BE PROVIDED WITH A
MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE
LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL
RECEIVE PRIMARY POWER FROM THE BUILDING WIRING.
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN
ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE
VICINITY OF EACH LANDING OR THE STAIRWAY. FOR
INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCE SHALL BE
CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO
LEVELS NO LESS THAN 1 FOOT-CANDLE MEASURED AT THE
CENTER TREADS AND LANDINGS.
SLAB ON GRADE
13'-5 1/2"
80'-0"
1'-0"
5'-0 1/2"
8'-5 1/2"
30'-10 1/2"
ON DEMAND WATER
HEATER MIN. EF= 0.82,
VENTED TO OUTSIDE
2'-10"
5
6"
107.27
40'-8"
9'-11"
3
5'-0"
3'-2"
A
ALIGN
WH
2'-7"
46'-2 1/2"
D
TREATED.
A6.3
45'-4 1/2"
1'-10"
5'-0"
5'-2"
4
A6.4
2'-9 1/4" 10"
5'-9 1/2"
A6.2
3'-6"
SD
6'-8"
GUEST ROOM
FURN
G
2'-0"
6'-7 1/2"
9'-9 1/2"
G
8"
5'-0"
A6.1
12.
13'-11"
6
3
A6.3
13'-3 1/2"
8"
BONUS ROOM
3
E
11.
1'-9 1/2"
A6.1
C
9.
10.
2
Egress
10.86 sf
2
A6.2
95.1% AFUE FURNACE TO BE DIRECT VENTED
TO OUTSIDE. COMBUSTION AIR & FRESH AIR TO
BE PROVIDED THROUGH WALL. ALL
COMPONENTS INSTALLED INSIDE THE
CONDITIONED SPACE. 55,160 Btu/hr. MAXIMUM
C
1
1
2.
3.
4.
5.
6.
7.
8.
F
4'-1 1/2"
9'-2 1/2"
TYPICAL@ALL
WINDOWS
D
2'-0"
3'-0"
PATIO
CONCRETE SLAB
SLOPE 1/4" PER 12"
6"
4'-8 1/2"
4'-8 1/2"
B
6" SQUARE DOWNSPOUT
1'-11 1/2"
1'-2 1/2"
E
A
FLOOR PLAN NOTES
1.
LINE OF CANOPY ABOVE
3'-6"
10'-0"
PROPERTY LINE
30'-0"
10'-10"
5'-0"
CONCRETE
WALKWAY
1ST FLOOR PLAN
Drawn By: US
Checked By: EB
Owner Approval:
PHASE:
PERMIT SET
from the architect.
14.9%
14.9%
PROPERTY LINE
PROPERTY LINE
DATE/ TIME:
1
3/10/2015 2:30:43 PM
A2.0
1ST FLOOR PLAN
1/4" = 1'-0"
PLOT SCALE: 1:1
MEDICI
ARCHITECTS
40'-0"
1
3
A
4
6
A5.0
FLOOR PLAN NOTES
5'-0"
30'-0"
11'-4"
9'-7"
11'-4"
9'-1"
3'-2"
2'-3"
5'-0"
4'-5 1/2"
5'-0"
7
A6.4
5'-5 1/4"
1'-0" 2'-0" 1'-8 1/2"
4'-5"
11.
3'-3"
D
K
UP
16 RISE @ 7 1/4"
12" ACTUAL RUN
11'-1 1/2"
11'-4"
4'-1 1/2"
2'-0"
2'-6 7/8"
38'-8"
2'-0"
B
5'-0"
6'-0"
5 1/2"
STEEL POST PER
STRUCTURAL
6'-0"
A6.2
LIVING ROOM
A6.2
3'-0"
2'-2 1/2"
3"
H
H
9"
A6.2
2'-0"
3'-0"
3'-0"
A
WINDOWS
STRUCTURAL PLAN
13'-11"
7'-9 1/2"
3'-0"
2'-2 1/2"
DATE:
1.
2.
3.
4.
5.
REVISION 1
2-11-2015
REVISION 2
3-10-2015
24'-0"
LOT 9
HOUSE VENTILATION
KIRKLAND, WA 98033
LOCATION
JOB ADDRESS:
A
Bath &
Powder
328 4TH AVE S
KIRKLAND, WA 98033
B
Kitchen
C
Laundry
Room
SYMBOL
GAS FIREPLACE: DIRECT VENT THROUGH
WALL PER MANUFACTURER'S
EQUIREMENTS.
VERIFY JAMB & HEAD DIMENSIONS FOR
REQUIRED NONCOMBUSTIBLE MATERIALS
7
A6.4
A6.2
21'-4 1/2"
Issue Date
PROJECT / CLIENT:
9 1/2"
H
3"
DOORS
SLAB ON GRADE
A6.2
7
1
REVISIONS:
H
8
EMILY D. BUCHWALTER
INTAKE DATE:
3'-0"
H
3
1
DECK
TYP @ ALL
GUARD
RAILS
2X WALLS
3"
H
2
H
CO
5'-0"
2'-4 1/2" 2'-1 3/4"
14'-10 5/8"
2'-6 1/2"
9
LINE OF BUILDING AT 3RD
FLOOR ABOVE
J
R312.3 OPENING LIMITATIONS
REQUIRED GUARDS SHALL NOT
HAVE OPENINGS FROM
WALKING SURFACE TO THE
REQUIRED HEIGHT WHICH
ALLOW PASSAGE OF A SPHERE
4" IN DIAMETER.
A6.1
TYPICAL @
ALL WINDOWS
A6.2
2
A2.1
SMOKE DETECTOR
STATE OF WASHINGTON
3'-0"
5'-0"
NOTE:
PER IRC 301.5
SD
3"
N
3
OVEN
3'-0"
5 1/2"
2 1/2"
2'-0"
3'-3"
4'-1"
5 1/2"
2'-0"
4'-5"
2'-3 1/2"
L
REGISTERED
ARCHITECT
6926
DINING ROOM
4'-0"
6'-8 1/2"
I
I
TYPICAL
2
@ ALL
EXTERIOR A6.1
WALLS
4
1'-5 1/2"
H
6'-8"
5'-0"
5'-9 1/2"
B
F
G
KITCHEN
Tel: (425) 453-9298
Fax: (425) 452-8448
SYMBOL LEGEND
E
N
4
A6.4
City of Kirkland
Reviewed by R Braun
03/11/2015
REGISTRATION:
2'-9 1/4" 10"
5'-0 3/4"
3'-6"
3'-1 3/4"
5 1/2"
3'-6"
2'-6"
4'-0"
6'-7 1/2"
CO SD
6'-8"
1'-11"
9'-0 3/4"
10"
12'-6 1/2"
4'-11"
5
L
5
10" 2'-6 1/2"
5
ALL INTERIOR STAIRWAYS SHALL BE PROVIDED WITH
A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE
LANDINGS AND TREADS. STAIRWAY ILLUMINATION
SHALL RECEIVE PRIMARY POWER FROM THE BUILDING
WIRING. INTERIOR STAIRWAYS SHALL BE PROVIDED
WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE
IMMEDIATE VICINITY OF EACH LANDING OR THE
STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL
LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING
TREADS AND LANDINGS TO LEVELS NO LESS THAN 1
FOOT-CANDLE MEASURED AT THE CENTER TREADS
AND LANDINGS.
AWAY ROOM
2'-0"
5
PANTRY
C
6'-7"
4'-9 1/4"
7'-2"
7'-10"
2'-0"
3'-1 3/4"
12.
2'-0"
3'-6"
4'-1 1/2"
BATHROOM 2
1'-6"
L
SD
2'-6"
4'-8 1/2"
9'-2 1/2"
A
5'-2 1/2"
6'-8"
L
9.
10.
L
COOKTOP EXHAUST DIRECT
VENT TO OUTSIDE
HVAC CHASE
6
A6.4
1'-9 1/2"
8.
M
Egress
8.56 sf
L
LINE OF
BUILDING
SETBACK
7
A6.4
N
7
A6.4
PROPERTY LINE
1'-11 1/2"
TREATED.
2.
3.
4.
5.
6.
7.
9"
2'-0"
2'-6"
B
1.
18'-8"
6'-2"
A
SIDE SETBACK
2'-0"
SIDE SETBACK
5'-0"
Architecture
Programming
Accessible Design
Interior Design
EAST UNIT
DRAWING NAME:
2ND FLOOR PLAN
Drawn By: OTR/US
Checked By: EB
Owner Approval:
PHASE:
7'-8 1/2"
PERMIT SET
13'-8 1/2"
2
NOTE:
AT DECKFIBERGLASS WATERPROOF MEMBRANE OVER 1/2 " THICK MARINE
PLYWOOD OVER 3/4 " PLYWOOD, PLYWOOD MUST BE ACX CROSSPLUGGED (NO TONGUE AND GROOVE) UNDERLAYMENT, PLYWOOD
SUBSTRATE SHOULD BE INSTALLED JUST PRIOR TO FIBERGLASS
LAMINATION PROCESS, PLYWOOD MUST NOT BE ALLOWED TO ABSORB ANY
MOISTURE WHAT SO EVER.
5
from the architect.
5 1/2"
8'-0"
LINE OF EDGE OF DECK AT 3RD
FLOOR ABOVE
2'-1 1/2"
5 1/2"
AT EXPOSED DECKSEXPOSED LAYER OF FIBERGLASS MIXTURE TO INCLUDE SAND FOR UV
PROTECTION AND PROVIDE SLIP RESISTANCE.
FIBERGLASS WATERPROOF MEMBRANE OVER 1/2" THICK PLYWOOD OVER
3/4" PLYWOOD, PLYWOOD MUST BE ACX CROSS-PLUGGED (NO TONGUE
AND GROOVE) UNDERLAYMENT, PLYWOOD SUBSTRATE SHOULD BE
INSTALLED JUST PRIOR TO FIBERGLASS LAMINATION PROCESS, PLYWOOD
MUST NOT BE ALLOWED TO ABSORB ANY MOISTURE WHAT SO EVER.
DECK AT
2ND FLOOR
H
4 1/8"
7
A6.0
PROPERTY LINE
2
PROPERTY LINE
1
COLUMN AT DECK
1/2" = 1'-0"
DATE/ TIME:
3/10/2015 2:30:44 PM
A2.1
2ND FLOOR PLAN
1/4" = 1'-0"
PLOT SCALE: 1:1
MEDICI
ARCHITECTS
PROPERTY LINE
3
1
4
5'-0"
6
30'-0"
11'-4"
SIDE SETBACK
5'-0"
9'-7"
9'-1"
FLOOR PLAN NOTES
SIDE SETBACK
A
LINE OF
BUILDING
SETBACK
1.
PROPERTY LINE
7
A6.4
A5.0
3'-2"
5'-0"
2.
3.
4.
5.
6.
7.
TYP.
3'-2"
11'-8 1/2"
5'-0"
LINE OF ROOF
ABOVE
1'-11 1/2"
D
SD
9"
12.
13'-11"
A6.1
ALL INTERIOR STAIRWAYS SHALL BE PROVIDED WITH
A MEANS TO ILLUMINATE THE STAIRS, INCLUDING THE
LANDINGS AND TREADS. STAIRWAY ILLUMINATION
SHALL RECEIVE PRIMARY POWER FROM THE BUILDING
WIRING. INTERIOR STAIRWAYS SHALL BE PROVIDED
WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE
IMMEDIATE VICINITY OF EACH LANDING OR THE
STAIRWAY. FOR INTERIOR STAIRS THE ARTIFICIAL
LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING
TREADS AND LANDINGS TO LEVELS NO LESS THAN 1
FOOT-CANDLE MEASURED AT THE CENTER TREADS
AND LANDINGS.
7'-4"
2'-0"
5'-0"
8'-7"
2'-9"
2'-6"
24'-9 1/2"
5'-0"
6"
1
1
DOORS
A
WINDOWS
A
A
SLAB ON GRADE
1.
2.
3.
4.
5.
STRUCTURAL PLAN
PROJECT / CLIENT:
PROVIDE FLOOR SAVER PAN UNDER
WASHER WITH TIGHTLINE DRAIN AND
PROVIDE DRYER BOX IN WALL FOR DRYER
VENT - TO PREVENT COMPROMISING DUCT
WORK.
O
SYMBOL
LOCATION
A
Bath &
Powder
B
Kitchen
C
Laundry
Room
2'-0"
HAVE OPENINGS FROM WALKING
SURFACE TO THE REQUIRED
HEIGHT WHICH ALLOW PASSAGE
OF A SPHERE 4" IN DIAMETER.
3'-0"
3"
3'-0"
8'-0"
3"
3'-0"
4'-4"
3'-0"
3'-2"
22'-0"
30'-0"
DECK AT
3RD FLOOR
8'-0"
PROPERTY LINE
13'-8 1/2"
2
8'-3 1/2"
STEEL BRACE PER
STRUCTURAL
STEEL TIE ROD PER
STRUCTURAL
DECK AT 2ND
FLOOR
5
BEAM ABOVE PER
STRUCTURAL PLANS
2
PROPERTY LINE
REVISION 1
2-11-2015
REVISION 2
3-10-2015
HOUSE VENTILATION
BEAM ABOVE PER
STRUTURAL PLANS
2
A2.2
ENLARGED PLAN AT DECK
1/2" = 1'-0"
JOB ADDRESS:
328 4TH AVE S
KIRKLAND, WA 98033
EAST UNIT
DRAWING NAME:
3RD FLOOR PLAN
Drawn By: OTR/US
Checked By: EB
Owner Approval:
PHASE:
PERMIT SET
from the architect.
DATE/ TIME:
1
3RD FLOOR PLAN
1/4" = 1'-0"
DATE:
REVISIONS:
2X WALLS
KIRKLAND, WA 98033
1'-0"
A
7'-0"
Issue Date
INTAKE DATE:
LOT 9
3'-0"
OPEN GRID
DECKING A
1'-0"
3'-0"
CO
IRC M1507.3.(2) THE WHOLEHOUSE MECHANICAL
VENTILATION SYSYTEM
SHALL BE PROVIDED WITH
CONTROLS THAT ENABLE
MANUAL OVERRIDE
DECK
A6.2
SMOKE DETECTOR
A6.2
8"
A6.2
12'-1"
2'-6 1/2"
17'-0 1/4"
6" 2'-5 1/2"
MASTER
BEDROOM
1
9
8
SD
24'-9 1/2"
4'-6"
6"
CL
3'-0"
5'-0"
EMILY D. BUCHWALTER
STATE OF WASHINGTON
12'-9 1/2"
2'-0"
6" 6"
3'-0"
3'-3 1/2"
10
REGISTERED
ARCHITECT
SYMBOL LEGEND
P
SD
Tel: (425) 453-9298
Fax: (425) 452-8448
6926
8
5
S
8"
8'-2"
C
A
3'-8"
7'-3 1/2"
4'-3"
4'-5"
2'-3 1/2"
LAUDRY
1'-6"
3'-6 1/2"
R
2'-9 1/4"
2'-10"
CO
1
MASTER
BATHROOM
5 1/2"
7
2'-7 1/2"
SD
A
A6.5
5 1/2"
1'-5 1/2"
2'-6 1/2"
1'-10"
8"
1'-6"
3'-8 1/2"
11'-11"
SHELVES
SHWR.
3'-6"
5
2"
32'-6"
6'-5 1/2"
A
BATHROOM 3
SG
4
A6.4
NOTE:
PER IRC 301.5
City of Kirkland
Reviewed by R Braun
03/11/2015
REGISTRATION:
4 1/2"
5
6'-5 1/2"
1'-6"
3'-0"
MIN.
Q
F
6'-8 1/2"
2'-6"
DN
5
J
16 RISE @ 7 1/4"
12" ACTUAL RUN
6'-8"
1'-6 1/2"
3'-6"
5'-3 1/2"
6'-8"
6'-9 3/4"
1'-3 1/2"
A6.2
5 1/2"
16'-8 1/4"
5'-0"
3'-8 1/2"
5'-0"
5
C
3
SD
9
9'-11"
45'-4 1/2"
SD CO
4'-0"
5
2'-1"
6'-0"
I
6'-7 1/2"
5'-3 3/4"
5'-0 1/4"
9'-2 1/2"
CL
BEDROOM 2
G
6'-8"
D
H
2
A6.2
C
G
A6.1
2
Egress
10.86 sf
E
1
BEDROOM 3
5
9.
10.
11.
5'-5 1/2"
4'-1 1/2"
B
8.
2'-0"
1'-6 1/2"
5
K
C
2'-6"
CL
Egress
6.72 sf
8"
4'-8 1/2"
4'-8 1/2"
4'-8 1/2"
A
TREATED.
Architecture
Programming
Accessible Design
Interior Design
3/10/2015 2:30:45 PM
A2.2
PLOT SCALE: 1:1
MEDICI
ARCHITECTS
PROPERTY LINE
3
1
2
10'-10"
8'-0"
4
5
6
3'-4"
9'-7"
9 1/2"
8'-3 1/2"
PROPERTY LINE
A
6" SQUARE DOWNSPOUT
A5.0
FLOOR PLAN NOTES
6
DIRECTION OF
INTERNAL GUTTER
SLOPE
6" SQUARE DOWNSPOUT
A6.2
1'-6"
6" SQUARE GUTTER WITH
INTERNAL SLOPE
6'-2 1/2"
A
4'-8 1/2"
Architecture
Programming
Accessible Design
Interior Design
30'-0"
B
1.
TREATED.
2.
3.
4.
5.
6.
7.
4
8.
A6.2
9.
10.
11.
1'-6"
Tel: (425) 453-9298
Fax: (425) 452-8448
REGISTRATION:
9'-2 1/2"
12.
City of Kirkland
Reviewed by R Braun
03/11/2015
UN-VENTED CAVITY - 4" ICYNENE CLOSED-CELL
WATER-BASED SPRAY FOAM INSULATION R-7
PER INCH; R-21 BATT; TOTAL R-VALUE: R-49
C
REGISTERED
ARCHITECT
6926
SYMBOL LEGEND
EMILY D. BUCHWALTER
STATE OF WASHINGTON
SLOPE: 1/4" = 1'-0"
58'-2"
6'-8"
1'-11 1/2"
4'-1 1/2"
45'-4 1/2"
D
E
SD
SMOKE DETECTOR
CO
1
DOORS
A
WINDOWS
2X WALLS
5'-9 1/2"
LINE OF BUILDING
BELOW
TPO WATERPROOFING
ROOFING SYSTEM PER IRC
R905.13.(2)
F
Issue Date
INTAKE DATE:
DATE:
REVISIONS:
1.
2.
3.
4.
5.
REVISION 1
2-11-2015
REVISION 2
3-10-2015
SLAB ON GRADE
STRUCTURAL PLAN
PROJECT / CLIENT:
LOT 9
1'-6"
4'-5"
KIRKLAND, WA 98033
1'-5 1/2"2'-3 1/2"
G
H
I
JOB ADDRESS:
1'-6"
328 4TH AVE S
KIRKLAND, WA 98033
EAST UNIT
5
A6.2
10'-1 1/2"
6'-8 1/2"
9'-6"
EAVE PER IRC
R302.1(1)
2'-9"
1'-11 1/2"
J
DRAWING NAME:
6
A6.1
HARDIE BOARD SOFFIT
ROOF PLAN
Drawn By: US
Checked By: EB
Owner Approval:
PHASE:
from the architect.
23'-9 1/2"
21'-10"
PERMIT SET
PROPERTY LINE
DATE/ TIME:
3/10/2015 2:30:46 PM
PROPERTY LINE
1
A3.0
ROOF PLAN
1/4" = 1'-0"
PLOT SCALE: 1:1
1
2
3
4
5
MEDICI
ARCHITECTS
6
CEDAR T&G HORIZONTAL
SIDING WITH 4" EXPOSURE
8" CEDAR FASCIA,
TYP.
HARDIE LAP HORIZONTAL SIDING
WITH 8" EXPOSURE, PAINTED
MAXIMUM HEIGHT
136.12
GALVANIZED METAL CAP AT
EXTERIOR EXPOSED WOOD
BEAM PER STRUCTURAL
ELEVATION NOTES:
3"
3"
SG
SG
5'-8"
LIGTHING AT ALL
EXTERIOR DOORS, TYP.
CLOPAY ALUMINUM GARAGE
DOOR WITH CLEAR COAT FINISH
DOWNSPOUT
REGISTRATION:
9' - 0"
2ND FLOOR
116.27
REGISTERED
ARCHITECT
6926
1
STEEL POST PER
STRUCTURAL
SG
1'-4"
EMILY D. BUCHWALTER
STATE OF WASHINGTON
1ST FLOOR
107.27
LOCATION OF HOUSE ADDRESS OR
NUMBER TO BE PLAINLY VISIBLE AND
LEGIBLE FROM THE STREET
DATE:
REVISIONS:
1.
2.
3.
4.
5.
PER IRC R312.2 OPERABLE SECTIONS OF
WINDOWS SHALL NOT PERMIT OPENINGS
THAT ALLOW PASSAGE OF A 4-INCHDIAMETER(102mm) SPHERE WHERE SUCH
OPENINGS ARE LOCATED WITHIN 24 INCHES
(610mm) OF THE FINISHED FLOOR, TYP.
SOUTH ELEVATION
1/4" = 1'-0"
Issue Date
INTAKE DATE:
ABE
106.12
CONCRETE SLAB PER
STRUCTURAL
1
Tel: (425) 453-9298
Fax: (425) 452-8448
CEDAR T&G
HORIZONTAL SIDING
WITH 4" EXPOSURE
SG
NORSTONE ROCK PANELS
(CHARCOAL)
City of Kirkland
Reviewed by R Braun
03/11/2015
8' - 0"
A
2
PER IRC 301.5
1' - 0"
1'-0"
SG
8.
VERIFY SHEAR WALL NAILING & HOLDOWNS PER STRUCTURAL
PLAN &SCHEDULE PRIOR TO INSTALLING SIDING.
MASONRY & WOOD FRAME CHIMNEYS ARE TO BE
CONSTRUCTED PER I.R.C. CHAPTER 10.
CAULK ALL EXTERIOR JOINTS & PENETRATIONS.
PROVIDE APPROVED CORROSION RESISTANT FLASHING
AT EXTERIOR WALL ENVELOPE PER I.R.C. R703.8.
PROVIDE FLASHING AT ROOF PENETRATIONS
PER I.R.C. R903.2 & R903.2.1.
PROVIDE WEATHER STRIPPING AT ALL EXTERIOR
& GARAGE-INTERIOR DOORS.
PROVIDE CONTINUOUS GUTTERS & DOWN SPOUTS @ ALL
EAVES, TYP.
SEE SHEET A0.1 FOR ADDITIONAL NOTES.
SHALL NOT HAVE OPENING WHICH ALLOWS
PASSAGE OF A SPHERE 4 3/8" IN DIAMETER
7'-0" HEAD HEIGHT
NOTE:
TOP OF PATIO DECK TO BE 1/2"
LOWER THAN FLOOR, TYP.
8'-0" HEAD HEIGHT
7'-0"
8'-0"
SG
7.
3RD FLOOR
126.27
HARDIE LAP HORIZONTAL
SIDING WITH 4" & 8"
EXPOSURE, PAINTED
PATTERN AS SHOWN
H
7'-0"
H
1'-0"
3'-0"
HAVE OPENINGS FROM THE
REQUIRE GUARD HEIGHT WHICH
ALLOW PASSAGE OF A SPHERE 4
INCHES IN DIAMETER
3'-0"
N
5'-0"
H
5.
6.
3"
STEEL BEAM PER
STRUCTURAL
3.
4.
1' - 0"
3'-7"
METAL FASCIA AT DECK
2.
FIREPLACE
EXHAUST VENT.
SEE DETAIL 3/A6.4
1'-4"
3'-0"
SG
5'-4"
5'-8"
5'-8"
S
SG
CEDAR T&G
HORIZONTAL SIDING
WITH 4" EXPOSURE
30'-0"
O
7' - 10"
A
7'-0" HEAD HEIGHT
A
1'-4"
OPEN GRID DECKING
2'-10"
4'-2"
A
1'-8"
1.
STEEL BRACE AND TIE
ROD PER STRUCTURAL
Architecture
Programming
Accessible Design
Interior Design
REVISION 1
2-11-2015
REVISION 2
3-10-2015
PROJECT / CLIENT:
LOT 9
A
B
C
D
E
F
G
H
I
J
KIRKLAND, WA 98033
8" FASCIA, TYP.
TIGHTLINE ALL DOWNSPOUTS
TO STORM WATER SYSTEM PER
CIVIL DRAWINGS, TYP.
MAXIMUM HEIGHT
136.12
GALVANIZED METAL CAP AT EXTERIOR
EXPOSED WOOD BEAM PER STRUCTURAL
SG
1'-4"
3RD FLOOR
126.27
SG
PHASE:
PERMIT SET
2ND FLOOR
116.27
SG
from the architect.
(CHARCOAL). SEE DETAIL 7/A6.3
SG
8' - 0"
STEEL POST PER STRUCTURAL
5'-8"
SG
G
14.9%
1'-4"
7'-0" HEAD HEIGHT
NOTE:
1
ELEVATIONS
Drawn By: OTR/US
Checked By: EB
Owner Approval:
30'-0"
SG
LIGHTING AT ALL EXTERIOR
DOORS, TYP.
WITH 4" & 8" EXPOSURE, PAINTED
PATTERN AS SHOWN
REQUIRE GUARD HEIGHT
WHICH ALLOW PASSAGE OF A
SPHERE 4 INCHES IN DIAMETER,
TYP.
9' - 0"
H
7'-0"
5'-0"
3'-0"
5'-0"
3'-0"
5'-0"
3'-0"
5'-0"
3'-0"
4
DRAWING NAME:
8"
WOOD FRAMED CANOPY WITH
METAL FASCIA PER STRUCTURAL
L
OPEN GRID DECKING
STEEL BEAM PER STRUCTURAL
1'-0"
N
L
8'-0" HEAD HEIGHT
L
3"
EAST UNIT
1' - 0"
5 1/2"
SIDING WITH 6" EXPOSURE,
PAINTED
STEEL BRACE AND TIE
ROD PER STRUCTURAL
1' - 0"
SG
2'-10"
SG
1'-4"
SG
SG
5'-8"
Egress
10.86 sf
328 4TH AVE S
KIRKLAND, WA 98033
7' - 10"
A
1
3'-0"
R
3'-0"
O
4'-2"
5'-8"
7'-0" HEAD HEIGHT
G
5'-4"
NOTE:
WINDOW EGRESS - MINIMUM
OPENING HEIGHT SHALL BE
24 INCHES PER IRC R310.1.2 &
MINIMUM OPENING WIDTH
SHALL BE 20 INCHES PER IRC
R310.1.3.
1'-8"
8"
JOB ADDRESS:
1ST FLOOR
107.27
2.0%
ABE
106.12
CONCRETE SLAB PER
STRUCTURAL
2
4" CONCRETE SLAB PER STRUCTURAL
PAINTED
MIN. 6" CLEARANCE FROM GRADE
DATE/ TIME:
3/10/2015 2:30:47 PM
A4.0
WEST ELEVATION
1/4" = 1'-0"
PLOT SCALE: 1:1
6
5
4
3
2
MEDICI
ARCHITECTS
1
GUTTER WITH
INTERNAL SLOPE
8" FASCIA,TYP.
1'-8"
MAXIMUM HEIGHT
136.12
5'-4"
Egress
6.72 sf
1' - 0"
1'-0 3/8"
WOOD FRAMED CANOPY
WITH METAL FASCIA PER
STRUCTURAL
1.
MAXIMUM BUILDING HEIGHT
9' - 0"
5'-0"
3'-0"
PAINTED
3'-0"
3'-0"
Egress
8.56 sf
30'-0"
L
5'-0"
N
5'-0"
M
8'-0" HEAD HEIGHT
NOTE:
WINDOW EGRESS - MINIMUM
OPENING HEIGHT SHALL BE
24 INCHES PER IRC R310.1.2
& MINIMUM OPENING WIDTH
SHALL BE 20 INCHES PER IRC
R310.1.3.
ELEVATION NOTES:
3RD FLOOR
126.27
1' - 0"
4'-0"
6" SQUARE GUTTER &
DOWNSPOUTS TIGHTLINE TO
SORMWATER SYSTEM PER
7' - 10"
7'-0" HEAD HEIGHT
K
4'-0"
D
Architecture
Programming
Accessible Design
Interior Design
2.
3.
4.
5.
6.
7.
8.
VERIFY SHEAR WALL NAILING & HOLDOWNS PER STRUCTURAL
PLAN &SCHEDULE PRIOR TO INSTALLING SIDING.
MASONRY & WOOD FRAME CHIMNEYS ARE TO BE
CONSTRUCTED PER I.R.C. CHAPTER 10.
CAULK ALL EXTERIOR JOINTS & PENETRATIONS.
PROVIDE APPROVED CORROSION RESISTANT FLASHING
AT EXTERIOR WALL ENVELOPE PER I.R.C. R703.8.
PROVIDE FLASHING AT ROOF PENETRATIONS
PER I.R.C. R903.2 & R903.2.1.
PROVIDE WEATHER STRIPPING AT ALL EXTERIOR
& GARAGE-INTERIOR DOORS.
PROVIDE CONTINUOUS GUTTERS & DOWN SPOUTS @ ALL
EAVES, TYP.
SEE SHEET A0.1 FOR ADDITIONAL NOTES.
City of Kirkland
Reviewed by R Braun
03/11/2015
Tel: (425) 453-9298
Fax: (425) 452-8448
REGISTRATION:
2ND FLOOR
116.27
REGISTERED
ARCHITECT
6926
1'-4"
SG
8' - 0"
7'-0" HEAD HEIGHT
5'-8"
Egress
10.86 sf
SG
3'-0"
3'-0"
F
4'-0"
E
4'-0"
D
EMILY D. BUCHWALTER
STATE OF WASHINGTON
1ST FLOOR
107.27
MIN. 6"
CLEARANCE
FROM GRADE
DATE:
REVISIONS:
CONCRETE SLAB PER
STRUCTURAL
R312.2.1 - WINDOW SILLS. IN DWELLING UNITS, WERE THE OPENING OF AN
OPERABLE WINDOW IS LOCATED MORE THAN 72I ABOVE THE FINISHED
GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF
THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED
FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE
SECTION OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW
PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE
LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR.
LIGHTING AT ALL
EXTERIOR DOORS, TYP.
1
Issue Date
INTAKE DATE:
ABE
106.12
HARDIE LAP
HORIZONTAL SIDING
WITH 8" EXPOSURE
NORTH ELEVATION
1/4" = 1'-0"
1.
2.
3.
4.
5.
REVISION 1
2-11-2015
REVISION 2
3-10-2015
PROJECT / CLIENT:
J
I
H
G
F
E
D
C
B
A
PER IRC 301.5 GUARDS AND HANDRAILS SHALL BE ABLE TO RESIST A SINGLE
CONCENTRATED LOAD OF 200 LBS/SF APPLIED IN ANY DIRECTION AT ANY
POINT ALONG THE TOP AND TO TRANSFER THIS LOAD THROUGH THE
SUPPORTS TO THE STRUCTURE. PER IRC 301.5
8" FASCIA
NOTE: GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENING
WHICH ALLOWS PASSAGE OF A SPHERE 4 3/8" IN DIAMETER
KIRKLAND, WA 98033
MAXIMUM HEIGHT
136.12
SLOPE 1/4" PER 12"
EXTERIOR EXPOSED WOOD
BEAM PER STRUCTURAL
LOT 9
JOB ADDRESS:
328 4TH AVE S
KIRKLAND, WA 98033
SG
7'-10"
EAST UNIT
DRAWING NAME:
3RD FLOOR
126.27
SG
SG
SG
2.0%
4'-0"
C
3'-0"
SG
1'-6"
STEEL POST PER STRUCTURAL
14.9%
4'-8"
(CHARCOAL). SEE DETAIL 7/A6.3
3'-0"
SG
5'-6"
SG
4'-0"
B
C
7'-0" HEAD HEIGHT
7'-0"
NOTE:
LIGHTING AT ALL EXTERIOR
DOORS, TYP.
PERMIT SET
1'-0"
1'-0"
1'-0"
J
PHASE:
2ND FLOOR
116.27
from the architect.
8'-0"
SG
3'-0"
SG
3'-0"
6'-4"
LINE OF STAIR
LANDING
30'-0"
L
9'-0"
L
ELEVATIONS
Drawn By: US
Checked By: EB
Owner Approval:
SG K
8'-0" HEAD HEIGHT
SG
5'-0"
I
5'-0"
H
3'-6 1/4"
H
7'-0"
SG
3'-0"
REQUIRE GUARD HEIGHT WHICH
ALLOW PASSAGE OF A SPHERE 4
INCHES IN DIAMETER
H
7'-0"
NOTE:
WINDOW EGRESS - MINIMUM OPENING
HEIGHT SHALL BE 24 INCHES PER IRC
R310.1.2 & MINIMUM OPENING WIDTH
SHALL BE 20 INCHES PER IRC R310.1.3.
1'-8"
1'-0"
SG
7'-0" HEAD HEIGHT
4'-0"
C
3'-0"
STEEL FASCIA AT DECK
C
7'-0"
P
2'-10"
WITH 4" & 8" EXPOSURE,
PAINTED PATTERN AS SHOWN
3'-0"
4'-2"
4'-0"
Q
1ST FLOOR
107.27
ABE
106.12
TIGHTLINE ALL DOWNSPOUTS
TO STORM WATER SYSTEM PER
4" CONCRETE SLAB PER STRUCTURAL
LINE OF STAIR
LANDING
OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT
OPENINGS THAT ALLOW PASSAGE OF A 4-INCHDIAMETER(102mm) SPHERE WHERE SUCH OPENINGS ARE
LOCATED WITHIN 24 INCHES (610mm) OF THE FINISHED FLOOR,
TYP. PER IRC R312.2
2
EAST ELEVATION
1/4" = 1'-0"
CEDAR T&G
HORIZONTAL SIDING
WITH 4" EXPOSURE
SIDING WITH 4" & 8"
EXPOSURE, PAINTED
WITH 4" & 8" EXPOSURE,
PAINTED PATTERN AS SHOWN
SIDING WITH 6"
EXPOSURE, PAINTED
OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT
OPENINGS THAT ALLOW PASSAGE OF A 4-INCHDIAMETER(102mm) SPHERE WHERE SUCH OPENINGS ARE
LOCATED WITHIN 24 INCHES (610mm) OF THE FINISHED
FLOOR, TYP. PER IRC R312.2
DATE/ TIME:
3/10/2015 2:30:48 PM
A4.1
PLOT SCALE: 1:1
MEDICI
ARCHITECTS
Architecture
Programming
Accessible Design
Interior Design
City of Kirkland
Reviewed by R Braun
03/11/2015
Tel: (425) 453-9298
Fax: (425) 452-8448
REGISTRATION:
REGISTERED
ARCHITECT
6926
EMILY D. BUCHWALTER
STATE OF WASHINGTON
Issue Date
INTAKE DATE:
DATE:
REVISIONS:
1
3D View 1
2
3D View 2
1.
2.
3.
4.
5.
REVISION 1
2-11-2015
REVISION 2
3-10-2015
PROJECT / CLIENT:
LOT 9
KIRKLAND, WA 98033
JOB ADDRESS:
328 4TH AVE S
KIRKLAND, WA 98033
EAST UNIT
DRAWING NAME:
PERSPECTIVES
Drawn By: US
Checked By: EB
Owner Approval:
PHASE:
PERMIT SET
from the architect.
3
3D View 3
4
3D View 4
DATE/ TIME:
3/10/2015 2:30:53 PM
A4.2
PLOT SCALE: 1:1
THERMAL INSULATION: (Prescriptive Option III of the WSEC)
Walls (below-grade, exterior):
R-10 rigid insulation
Walls (below-grade, interior):
R-21 batt or rigid insulation
Walls (above-grade):
Headers
R-10 rigid insulation
Ceilings (advanced framing):
R-38 batt
Ceilings (standard framing):
R-49 batt
Ceilings (vaulted):
Icynene with R value of 4.9 per inch
Floors:
Slab:
R-10 water-resistant rigid insulation
24" @ Perimeter
solid doors
U-value of .20 or better
Windows & doors with glazing
skylights
THERMAL INSULATION:
(PER WSEC 2012 TABLE R402.1.1, REFER TO TABLE FOOTNOTES FOR ADDITIONAL INFORMATION)
FENESTRATION U-FACTOR
.30
SKYLIGHT U-FACTOR
.50
GLAZED FENESTRATION SGHC
NR
CEILING R-VALUE
49
WOOD FRAME WALL R-VALUE
21 INT (FRAMING @ 16" O.C., R-10 MIN. @ HEADERS)
MASS WALL R-VALUE
21 / 21
FLOOR R-VALUE
30
BELOW GRADE WALL R-VALUE
21 INT (FURRED WALL FRAMING @ 16" O.C.,)
+ THERMAL BREAK BETWEEN SLAB AND BASEMENT WALL.
SLAB R-VALUE & DEPTH
10, 2FT.
(FOR HEATED SLABS, INSULATION TURNED UP SIDES &
CONTINUOUS UNDER ENTIRE SLAB).
PROPERTY LINE
D
F
G
I
J
4
A6.2
WATERPROOF TPO
MEMBRANE SYSTEM
ROOFING
UN-VENTED CAVITY - 4" ICYNENE CLOSED-CELL
WATER-BASED SPRAY FOAM INSULATION R-7
PER INCH; R-21 BATT; TOTAL R-VALUE: R-49
NOTE: REFER TO
STRUCTURAL PLAN FOR
ALL FRAMING INFORMATION
2X ROOF FRAMING PER
STRUCTURAL PLAN
6
A6.1
6
A6.2
Tel: (425) 453-9298
Fax: (425) 452-8448
CLASS I OR II VAPOR RETARDER
INSTALLED ON THE WARM-INWINTER SIDE OF THE CEILING
HARDIE PANEL AT SOFFIT, VENTED EAVE
BEAM PER STRUCTURAL
SLOPE 14/" PER 12"
MAXIMUM HEIGHT
136.12
8" STRUCTURAL FASCIA
EXPOSED WOOD BEAM WITH GALVANISED
METAL CAP PER STRUCTURAL
2X8 FASCIA,
HARDIE PANEL
SOFFIT
STEEL TIE ROD PER STRUCTURAL
BEDROOM 3
LAUNDRY
COVERED DECK
STEEL POST PER
STRUCTURAL
NOTE:
AT DECKSFIBERGLASS WATERPROOF MEMBRANE OVER 1/2 " THICK MARINE
PLYWOOD OVER 3/4 " PLYWOOD, PLYWOOD MUST BE ACX CROSSPLUGGED (NO TONGUE AND GROOVE) UNDERLAYMENT, PLYWOOD
SUBSTRATE SHOULD BE INSTALLED JUST PRIOR TO FIBERGLASS
LAMINATION PROCESS, PLYWOOD MUST NOT BE ALLOWED TO ABSORB
ANY MOISTURE WHAT SO EVER.
7'-10"
5/8" GWB @ CEILINGS,
TYP.
FLOOR JOIST PER
STRUCTURAL
DRAWINGS
OPEN GRID DECKING
STEEL POST PER
STRUCTURAL
AWAY ROOM
DINING
COVERED DECK
FLOOR JOIST PER
STRUCTURAL DRAWINGS
R-10 INSULATION @
HEADERS TYP.
7 3/4"
7
A6.2
SLOPE 1/4" PER 12"
5
A6.0
WOOD FRAMED
CANOPY WITH METL
FASCIA PER
STRUCTURAL
R-30 BATT INSULATION @
FLOORS BETWEEN HEATED
AND UNHEATED SPACES TYP.
7
A6.3
COVERED
PATIO
GUEST ROOM
PER IRC 301.5 GUARDS AND HANDRAILS SHALL
BE ABLE TO RESIST A SINGLE CONCENTRATED
LOAD OF 200 LBS/SF APPLIED IN ANY
DIRECTION AT ANY POINT ALONG THE TOP
AND TO TRANSFER THIS LOAD THROUGH THE
SUPPORTS TO THE STRUCTURE.
4" CONCRETE SLAB ON GRADE
SLOPE 3" TO FRONT
EMILY D. BUCHWALTER
STATE OF WASHINGTON
AT EXPOSED DECKSEXPOSED LAYER OF FIBERGLASS MIXTURE TO INCLUDE SAND FOR UV
PROTECTION AND PROVIDE SLIP RESISTANCE.
FIBERGLASS WATERPROOF MEMBRANE OVER 1/2" THICK PLYWOOD OVER
3/4" PLYWOOD, PLYWOOD MUST BE ACX CROSS-PLUGGED (NO TONGUE
AND GROOVE) UNDERLAYMENT, PLYWOOD SUBSTRATE SHOULD BE
INSTALLED JUST PRIOR TO FIBERGLASS LAMINATION PROCESS,
PLYWOOD MUST NOT BE ALLOWED TO ABSORB ANY MOISTURE WHAT SO
EVER.
Issue Date
INTAKE DATE:
DATE:
2ND FLOOR
116.27
1.
2.
3.
4.
5.
REVISION 1
2-11-2015
REVISION 2
3-10-2015
PROJECT / CLIENT:
LOT 9
WOOD DECKING OVER
FIBERGLASS WATERPROOF
SYSTEM
GARAGE
107.27
REGISTERED
ARCHITECT
6926
REVISIONS:
8'-0"
2X6 STUD WALLS
ASSEMBLE WITH 1/2" GWB
AND R-21 INSULATION,
TYP.
1'-0"
1
A6.3
9'-0"
BEAM PER STRUCTURAL
30'-0"
3RD FLOOR
126.27
1'-0"
SLOPE 1/4" PER 12"
SIDING PER ELEVATION
OVER 15 LB. BUILDING
PAPER OVER
SHEATHING PER PLAN
REGISTRATION:
STEEL BRACE PER STRUCTURAL
1'-11 1/2"
1'-6"
6" SQUARE GUTTER
Architecture
Programming
Accessible Design
Interior Design
City of Kirkland
Reviewed by R Braun
03/11/2015
PROPERTY LINE
C
MEDICI
ARCHITECTS
KIRKLAND, WA 98033
14.9%
LINE OF SETBACK
2.0%
1ST FLOOR
107.27
ABE
106.12
JOB ADDRESS:
328 4TH AVE S
KIRKLAND, WA 98033
EAST UNIT
DRAWING NAME:
3
A6.0
10'-0"
REAR YARD SETBACK
FOOTINGS PER STRUCTURAL PLAN
DIRECT CONNECT FOOTING DRAINS AND
DOWNSPOUTS TO DESIGNED STORM
WATER SYSTEM SEE CIVIL DRAWINGS FOR
CONNECTION
R-30 INSULATION IN FLOOR SYSTEM,
CLASS 1 VAPOR RETARDER OVER GRADE
AND UP STEM WALLS,
MIN. 6 MIL.
NOTE:
REFER TO STRUCTURAL PLAN FOR ALL
FRAMING INFORMATION
6 MIL. BLACK V.B. ON
UNDERSIDE OF SLAB
FOOTINGS PER
STRUCTURAL PLAN
2
A6.0
TRENCH DRAIN - TIGHTLINE
CONNECT TO EXISTING
STORM DRAIN SYSTEM
LINE OF SETBACK
20'-0"
SECTION A
Drawn By: US
Checked By: EB
Owner Approval:
FRONT SETBACK
PHASE:
A
SECTION A
1/4" = 1'-0"
PERMIT SET
from the architect.
DATE/ TIME:
3/10/2015 2:30:54 PM
A5.0
PLOT SCALE: 1:1
MEDICI
ARCHITECTS
FRAMING & FOUNDATION
DIMENSION
STEM WALL
BEYOND
R 30 BATT INSULATION
TURN DOWN SLAB INTO
CONTINUOUS FOOTING
FINISH PER ELEVATION
3/4" T.G. PLYWOOD SUBFLOOR
GLUED & NAILED
R-30 BATT INSULATION
6" MIN.
10" MIN.
TIGHTLINE DOWNSPOUTS TO
EXISTING STORMWATER
SYSTEMU.N.O
4" DIA. PERF. FOUNDATION DRAIN
- TIGHTLINE FOOTING DRAINS TO
EXISTING STORMWATER SYSTEM
City of Kirkland
Reviewed by R Braun
03/11/2015
18" MIN.
REBAR PER STRUCTURAL
DRAWINGS
6 MIL. BLACK V.B.
CLR.
DRAWINGS
P.T. SILL PLATE & A.B. PER
SHEAR WALL SCHEDULE
AND/OR FOUNDATION PLAN
DRAWINGS
FOOTING PER
FOOTING PER
STRUCTURAL PLANS
STRUCTURAL PLANS
CRAWL SPACE
FLR. JSTS. PER PLAN
0' - 3"
VERIFY
TRENCH DRAIN - TIGHTLINE
CONNECT TO EXISTING
COMBINNED SYSTEM
16" MIN.
30" MAX.
UNBALANCED BACKFILL
CONCRETE DRIVEWAY
DRAWINGS
VERIFY
DRAWINGS
GARAGE SLAB
Architecture
Programming
Accessible Design
Interior Design
2X8 STUDS PER PLAN
Tel: (425) 453-9298
Fax: (425) 452-8448
REGISTRATION:
REGISTERED
ARCHITECT
6926
2
FOUNDATION @ TRENCH GRADE
1" = 1'-0"
3
FOUNDATION @ CRAWL SPACE
1" = 1'-0"
EMILY D. BUCHWALTER
STATE OF WASHINGTON
ENVELOPE
NOTE 1: USE MANUFACTURER PROVIDED AND/OR
APPROVED FASTENERS AND ACCESSORIES FOR
INSTALLATION OF MIRADRAIN DRAINAGE COMPOSITE
LIVING AREA
NOTE 2: APPLY MECHANICALLY ATTACHED TERM BAR
PRIOR TO BACKFILL.
CCW-500-R REINFORCED HOT APPLIED
WATERPROOFING MEMBRANE
CONC. FOUNDATION WALL
ANCHOR DRAINAGE
BOARD USING SPRAY
GLUE PER MANUF.
INSTALLTION INSTR.
DATE:
REVISIONS:
1.
2.
3.
4.
5.
CCW MIRADRAIN 6200 DRAINAGE COMPOSITE
6" WIDE DCH REINFORCING FABRIC
EMBEDDED IN CCW-500-R HOT
APPLIED WATERPROOFING
MEMBRANE AT COLD JOINTS ONLY
BACKFILL - MATERIAL AS APPROVED
BY GEOTECHNICAL ENGINEER
OVERLAP DRAINAGE BD.
HORIZ. & VERT. JOINTS MIN.
6" - ALIGN DIMPLES AND
FASTEN @ 8" O.C.
Issue Date
INTAKE DATE:
5/8" TYPE X
GYPSUM BOARD
REVISION 1
2-11-2015
REVISION 2
3-10-2015
FILTER FABRIC
CONTINUOUS CARLISLE
MIRASTOP @ ALL VERICAL &
HORIZONTAL COLD JOINTS
1/2" GYPSUM BOARD
LIVING AREA
MIXED DRAIN ROCK - PROVIDE
18"-24" COVER ABOVE DRAIN
LINES, 2" MIN. BELOW
SOLID PIPE TIGHTLINE
PER CIVIL / ARCHITECT
GARAGE
2" - 4"
CONTINOUS CARLISLE
MIRASTOP
CCW LM-800XL CANT STRIP
WATERSTOP FILLET WTIH
3/4" MIN FACE
TREE PROTECTION DETAIL
3" = 1'-0"
4
FOUNDATION DRAINAGE
1" = 1'-0"
LOT 9
CONCRETE SLAB ON
GRADE
PERFORATED DRAIN LINES
PER CIVIL / ARCHITECT
JOB ADDRESS:
328 4TH AVE S
KIRKLAND, WA 98033
FILTER FABRIC
CONC. FOOTING
1
PROJECT / CLIENT:
KIRKLAND, WA 98033
1' - 0"
MIN.
WRAP POSTS
WITH 1/2" GYPSUM
BOARD
EAST UNIT
5
GARAGE ENVELOPE DETAIL
1" = NTS
DRAWING NAME:
DETAILS
Drawn By: US
Checked By: EB
Owner Approval:
PHASE:
PERMIT SET
from the architect.
NOTE: FLASHING TO PROECT
WATERPROOF DECK FROM COLUMN
PENETRATION.
LAP WEATHER
RESISTIVE
BARRIER (NOT
SHOWN) OVER
SADDLE
FLASHING
5/8" DIA X 5 1/2" LEG SCREWS TO BE
COUNTERSUNK UNDERNEATH
DATE/ TIME:
6
ON DEMAND WATER HEATER
1" = 1'-0"
7
BOOT FLASHING @ POLE
3" = 1'-0"
8
3/10/2015 2:30:55 PM
A6.0
SADDLE FLASHING
3" = 1'-0"
PLOT SCALE: 1:1
MEDICI
ARCHITECTS
Architecture
Programming
Accessible Design
Interior Design
®
®
Breathable Membrane Systems for Roofs & Walls
NOTE: USE VAPROSPRAY ADHESIVE TO
ATTACH VAPROSHIELD AND 3-D CORNERS
TO STEEL STUDS.
Breathable Membrane Systems for Roofs & Walls
INSTALL VAPROSHIELD 3-D PRE-FORMED
CORNERS @ SILL. ATTACH WITH STAPLES
OR AS REQUIRES BY BUILDING TYPE.
INSTALL 3" VAPROTAPE
OVERLAP OF PRE-FORMED
VAPROSHIELD CORNERS.
9"
INSTALL SILLSAVER PAN,
CORNERAND SPACERS @ 6" O.C.
TO SILL OF ROUGH OPENING.(MIN.)
City of Kirkland
Reviewed by R Braun
03/11/2015
NOTE: ALWAYS INSTALL SHINGLE FASHION
9"
Tel: (425) 453-9298
Fax: (425) 452-8448
9"
INSTALL VAPROFLASHING
@ SILL DO NOT ATTACH
LOWER 6" EDGE @ THIS
STEP. ATTACH WITHN
STAPLES OR AS REQUIRED
BY BUILDING TYPE.
VAPROSHIELD LLC
915 26TH AVE. N.W. SUITE C5
GIG HARBOR,
WASHINGTON 98335
TOLL FREE: (866) 731-7663
FAX: (253) 858-3297
www.vaproshield.com
9"
MIN.
9"
18"
STEP 1 OF 10.
PROTECT WALL ASSEMBLY FROM MOISTURE.
STEP 2 OF 10.
ATTACH VAPROSHIELD & 3-D CORNERS TO
STEEL STUDS.
NOTE: LAP JAMB FLASHING OVER
END DAMS OF SILLSAVER PAN.
INSTALL VAPROSHIELD 3-D
CORNERS @ HEAD. ATTACH WITH
STAPLES OR AS REQUIRED BY
BUILDING TYPE.
INSTALL VAPROSHIELD @ JAMBS.
ATTACH WITH STAPLES OR AS
REQUIRED BY BUILDING TYPE.
STEP 3 OF 10.
ATTACH VAPROSHIELD & 3-D CORNERS TO
STEEL STUDS.
REGISTRATION:
INSTALL VAPROFLASHING @ HEAD.
FOLD INTO ROUGH OPENING &
ATTACH TO INTERIOR FRAMING.
CUT INSIDE EDGES OF PREFORMEDCORNERS TO ALIGN WITH
JAMB &HEAD FLASHING.
DETAIL
1-1
TYPICAL
OVERLAP
MINIMUM 3"
CENTER
SECTION
REGISTERED
ARCHITECT
6926
EMILY D. BUCHWALTER
NOTE: FOR AIR BARRIER DESIGN, USE
WRAPSHIELD WITH VAPROTAPE @ ALL MEMBRANE
JOINTS. (HORIZONTAL AND VERTICAL)
STEP 4 OF 10.
NOTE: FOR AIR BARRIER DESIGN, USE
WRAPSHIELD WITH VAPROTAPE @ ALL
MEMBRANE JOINTS (HORIZONTAL AND
VERTICAL).
NOTE: SOME WINDOW MFG'S REQUIRE
CONTINUOUS SUPPORT @ SILL.
STEP 5 OF 10.
NOTE: INSTALL & SECURE WINDOW
IN ACCORDANCE WITH WINDOW
MFG'S RECOMMENDATIONS.
ADD A CONTINUOUS
SEALANT BEAD @ THE BACK
OF THE SILLSAVER PAN AND
ALONG THE PAN/END DAM
CONNECTIONS.
STATE OF WASHINGTON
LEFT
STEP 6 OF 10.
MIN. 28 GA. PRE-FINISHED METAL
HEAD FLASHING WITH FOLDED
END DAMS. (BY OTHERS).
SEAL WINDOW NAILING FLANGE TO
VAPROFLASHING WITH SINGLE-SIDED 3"
VAPROTAPE ALONG HEAD AND JAMBS
ONLY. ROLL TO ACTIVATE ADHESIVE.
PVC
CEMENT
FOR WRAPSHIELD AIR BARRIER
DESIGN, SEAL LEG OF METAL
HEAD FLASHING WITH SINGLESIDED VAPROTAPE TO
VAPROFLASHING HEAD FLASHING.
DETAIL
1-2
STEP 7 OF 10.
STEP 8 OF 10.
2%
4" MIN.
STEP 9a OF 10.
1"
VERTICALLY INSTALLED
WRAPSHIELD SA MATERIAL
CAN BE INSTALLED
LEFT-TO-RIGHT OR
RIGHT-TO-LEFT.
VARIES
DETAIL
1-3
STEP 9b OF 10.
REVISION 1
2-11-2015
REVISION 2
3-10-2015
LOT 9
6" MIN.
OVERLAP
TYPICAL METAL HEAD FLASHING WITH
FOLDED END DAMS, (BY OTHERS).
1.
2.
3.
4.
5.
PROJECT / CLIENT:
SEAL FIELD MEMBRANE WITH VAPROTAPE OVER JAMB FLASHING.
SL
OP
EM
IN.
1"
VA
RI
ES
SUB-FLOOR
RIM JOIST
OR SLAB
NOTE: UPPER WALLSHIELD /
WRAPSHIELD FIELD MEMBRANE
MUST LAP OVER LOWER
MEMBRANES, SHINGLE FASHION.
INSTALLATION OF WALLSHIELD /
WRAPSHIELD LAP 6" @ HORIZONTAL
JOINTS & 12" @ VERTICAL END JOINTS.
FOLD METAL BACK ONITSELF TO FORM ENDDAM WITHOUT PINHOLE.
NOTE: FOR AIR BARRIER DESIGN, USE WRAPSHIELD
WITH VAPROTAPE @ ALL MEMBRANE JOINTS
(HORIZONTAL AND VERTICAL).
DATE:
REVISIONS:
RIGHT
SLIP WRAPSHIELD / WALLSHIELD
FIELD MEMBRANE UNDER
VAPROFLASING & SILL.
NOTE: ALL WINDOW MATERIALS MUST BE
COMPATIBLE WITH VAPRO PRODUCTS.
Issue Date
INTAKE DATE:
NOTE: FOR AIR BARRIER DESIGN, USE WRAPSHIELD WITH
VAPROTAPE @ ALL MEMBRANE JOINTS (HORIZONTAL AND
VERTICAL).
KIRKLAND, WA 98033
STEP 10 OF 10.
JOB ADDRESS:
NOTES:
328 4TH AVE S
KIRKLAND, WA 98033
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS.
3. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info
REFERENCE NUMBER 4110-200k.
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS.
3. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info
WEATHER SHIELD @ WINDOW DETAIL
1
1" = NTS
EAST UNIT
REFERENCE NUMBER 4110-222.
WEATHER SHIELD DETAIL
2
1" = NTS
DRAWING NAME:
SILL WEATHERPROOFING DETAIL
3
1" = NTS
DETAILS
SHEATING PER STRUCTURE
(0.975")
(0.100")
(11.063")
W
0' - 4 3/16".
I.D.
MIN. FLANGE
CONCEALED 6"
JOINT COVER
PHASE:
QUICKFLASH
PART # E-SGB-A 7/8
5/26/06
1/1 SCALE
(2.250")
QUICKFLASH
PART # P-50
5/26/06
1/1 SCALE
(0.875")
FACE
PER PLANS
(11.063")
(11.063")
(3.500")
1/2".
(11.063")
PERMIT SET
CONTIN. 24 GA. ANCHOR CLEAT
from the architect.
SECONDARY FASTENER
SIZE B-700 & LARGER
0.388"
1. SLIDE QUICKFLASH PANEL ONTO PIPE FIRMLY PRESSING PANEL AGAINST THE WALL
STUDS
2. USING NON-CORROSIVE FASTENERS, SECURE THE QUICKFLASH PANEL TO THE
STRUCTURE FROM THE MIDPOINT OF THE PANEL TO THE TOP.
3. SLIDE THE WEATHER RESISTANT BARRIER UNDERNEATH THE QUICKFLASH PANEL TO
THE BOTTOM OF THE PIPE.
4. INSTALL THE WEATHER RESISTANT BARRIER CAREFULLY CUTTING OPENING
AROUND PIPE, OVER THE TOP OF QUICKFLASH PANEL USING SHINGLE STYLE METHOD
EXTENDING TO THE BOTTOM OF FLASHING PANEL OR FURTHER.
1.SLIDE QUICKFLASH PANEL ONTO ELECTRICAL BOX FIRMLY PRESSING PANEL AGAINST
THE WALL STUDS
2.USING NON-CORROSIVE FASTENERS, SECURE THE QUICKFLASH PANEL TO THE
STRUCTURE FROM THE MIDPOINT OF THE PANEL TO THE TOP.
3. SLIDE THE WEATHER RESISTANT BARRIER UNDERNEATH THE QUICKFLASH PANEL TO
THE BOTTOM OF THE ELECTRICAL BOX.
4. INSTALL THE WEATHER RESISTANT BARRIER CAREFULLY CUTTING OPENING AROUND
ELECTRICAL BOX, OVER THE TOP OF QUICKFLASH PANEL USING SHINGLE STYLE
METHOD EXTENDING TO THE BOTTOM OF FLASHING PANEL OR FURTHER.
1 X 2 STACK FASCIA
BOARD OVER 1 X 6
2X PER STRUCTURE
SOFFIT
1 1/2" RINF SHANK NAIL @ O.C.
STAGGERED PATTERN (PROVIDED BY MFR.)
EXTERIOR ELECTRICAL BOX FLASHING
DETAIL
4
3" = 1'-0"
Drawn By: US
Checked By: EB
Owner Approval:
5
PLUMBING PIPE FLASHING DETAIL
3" = 1'-0"
6
RAKE FLASHING DETAIL
6" = 1'-0"
DATE/ TIME:
3/10/2015 2:30:56 PM
A6.1
PLOT SCALE: 1:1
MEDICI
ARCHITECTS
4".
SLOPE 15
DEGREES
DOOR
FASTEN ONLY
@ JAMBS
4".
MIN.
4".
VINYL WINDOW FASTENED PER
MFC RECOMMENDATIONS
THERMAL
BREAK
AIR BARRIER SEALANT
24 GA. GALV. SHEET
METAL W/ ALL OPEN
SEAMS TO BE SOLDERED
WALLSHIELD/ WRAPSHIELD
ALUMINUM
THRESHOLD
VERT. 1/2" MIN.
4".
UPTURN METAL END DAM
(BEYOND)
.
0' - 1 1/16"
4" MIN.
(METAL HEAD FLASHING BY OTHERS)
CCW EXTRUDED FOAM SILL WEDGE
AND PERIMETER SEALED TO PAN W
PURPOSE TO PROVIDE A DRAINAGE
FINISH FLOORING
FIG. WSP-1 TYPICAL WINDOW SILL PAN ISOMETRIC
INSTALL WRAPSHIELD "U" BIB
FLASHING TO NEXT JOINT IN
WRAPSHIELD ASSEMBLY
LAP 4" OVER METAL HEAD
FLASHING AND SEAL WTIH
NON-SKINNING BUTYL OR
DOUBLE-SIDED VAPROTAPE
City of Kirkland
Reviewed by R Braun
03/11/2015
CDC APPROVED BACKER ROD & SEALANT
1/16" INTERMITTENT SHIM TO PROMOTE DRAINAGE.
ATTACH TO LOWER NAIL FLANGE
SEAL BEHIND NAILING
FLANGE
KICKBOARD
DECKING
SUBFLOOR
PAN
FLASHING
FLOOR
JOIST
REFER TO ARCH. DWGS. FOR TYP. WALL CONST.
REGISTRATION:
SIDING
3
WINDOW SILL FLASHING DETAIL
6" = 1'-0"
EMILY D. BUCHWALTER
STATE OF WASHINGTON
FLASHING AT GUTTER
ROOF MEMBRANE STRIP IN
.080 MILL ALUMINUM 1" WIDE
STRAPS @30" O.C.
OPTIONAL .250" ALUMINUM
HANGER AVAILABLE
FRAMING PER STRUCTURAL
FRAMING PER STRUCTURAL
BLOCKING
BLOCKING
WATERPROOF MEMBRANE ROOFING
WATERPROOF MEMBRANE ROOFING
1.
2.
3.
4.
5.
0' - 1"
11 7/8"
0' - 7 1/4"
HICKMAN MBEM - STYLE -B ( OR EQUAL)
PREFORMED METAL FASCIA/ RAKE
FLASHING WITH CONTINUOUS CLEAT.
DATE:
REVISIONS:
SHEATHING PER STRUCTURAL PLAN
HICKMAN MBEM - STYLE -B ( OR EQUAL)
PREFORMED METAL FASCIA/ RAKE
FLASHING WITH CONTINUOUS CLEAT.
Issue Date
INTAKE DATE:
"
31/32
NGE
F FLA
ROO
0' - 3
FORMER GUTTER
10' LENGTHS
2' - 0"
SHEATHING PER STRUCTURAL PLAN
REGISTERED
ARCHITECT
6926
VAPROSHIELD BLACK WALSHIELD WRB
WINDOW & DOOR HEADER FLASHING
DETAIL
2
3" = 1'-0"
SILL WEATHERPROOF DETAIL
6" = 1'-0"
Tel: (425) 453-9298
Fax: (425) 452-8448
VAPROSHIELD PENETRATION WRAP
NAIL FLANGE WINDOW SET HEAD
FLANGE IN A CONTINUOUS BEAD
OF NON-SKINNING BUTYL
SEALANT SECURE PER WINDOW
MANUFACTURER'S INSTALLATION
RECOMMENDATIONS
NOTE:
CONTRACTOR TO VERIFY ALL DIMENSIONS
IN THE FIELD. MEMBRANE AND FLASHING
COMPONENTS ARE NOT SHOWN TO SCALE
FOR CLARITY.
DECK
FLASHING
24 GA. GALV. METAL SILL PAN. SEE DETAIL WSP-1 ABOVE
1/2" PT FURRING STRIPS @ 16" O.C.
VAPROSHIELD
EXPANDING FOAM TAPE
1
2X TRIM PER ARCH. W/ CANTED TOP EDGE TO DRAIN &
SAWED KERF @ BOTTOM & NOTCH TO RECEIVE SIDING
MIN. 26 GA. PRE-FINISHED
METAL HEAD FLASHING
OPTION:
SEAL WINDOW
W/VAPROSHIELD
EXPANDING FOAM TAPE
Architecture
Programming
Accessible Design
Interior Design
REVISION 1
2-11-2015
REVISION 2
3-10-2015
PROJECT / CLIENT:
PER ARCH PLANS
ROOF - UN-VENTED CAVITY - MIX INSULATION
1.625" ICYNENE CLOSED-CELL WATER-BASED
SPRAY FOAM INSULATION R-4.9 PER INCH
AND R-38C BATT INSULLATION - TOTAL R-45.96
(TO BE CALSS II VAPOR BARRIER) INSTALL PER
MANUFACTURER, & IN ACCORDANCE WITH IRC
806.5. APPLY IN DIRECT CONTACT WITH
UNDERSIDE OF STRUCTURAL SHEATHING
ROOF - UN-VENTED CAVITY - MIX INSULATION
1.625" ICYNENE CLOSED-CELL WATER-BASED
SPRAY FOAM INSULATION R-4.9 PER INCH
AND R-38C BATT INSULLATION - TOTAL R-45.96
(TO BE CALSS II VAPOR BARRIER) INSTALL PER
MANUFACTURER, & IN ACCORDANCE WITH IRC
806.5. APPLY IN DIRECT CONTACT WITH
UNDERSIDE OF STRUCTURAL SHEATHING
5/8" GWB @ CEILING
R-21 / 2 x 6 STUDS PER PLAN
R - 10 RIGID INSULATION @ HEADERS
Z FLASHING
FACE
BLOCKING & MECHANICAL
FASTENER BY INSTALLER
0' - 6"
PER ELEVATIONS
PER ARCH. PLANS
LOT 9
KIRKLAND, WA 98033
TRIM BOARD PER OWNER
1X FASCIA BOARD PER
ARCHITECTURAL PLAN
CONCEALED
JOINT SPLICE
6" WIDE
WINDOW HEADER
JOB ADDRESS:
328 4TH AVE S
KIRKLAND, WA 98033
0' - 6"
EAST UNIT
BOTTOM
4
DETAIL AT UN-VENTED EAVE
1" = 1'-0"
DETAIL AT EAVE
1" = 1'-0"
5
6
DRAWING NAME:
6" GUTTER BOX
6" = 1'-0"
DETAILS
4
Drawn By: US
Checked By: EB
Owner Approval:
PHASE:
0' - 2 1/4"
'
3' - 0"
C12 PER STRUCTURAL PLAN
WELDED "T" SUPPORT ABOVE
WELDED "T" SUPPORT - 1-1/2" X
3/8" TO 1/1/2" X1/4" STEEL FLAT
BARS
PERMIT SET
WELDED 3/8" SPACER
from the architect.
STEEL FLAT BAR @ 4'-0" O.C. (MIN.)
1' - 0"
0
3' - 0"
2X4 IPE HANDRAIL ABOVE
3' - 6 3/4"
3' - 0"
(2) 2X BLOCKING AS
SHOWN W/ 1/4" SDS.
(GALV. SCREWS @
6" O.C. TO DBL RIM)
2X4 IPE HANDRAIL
-"
0' - 6"
CERTIFIED WABO SHOP
WELDED 3/8" SPACER
0' - 5"
0' - 5"
8
HANDRAIL SECTION & CORNER PLAN
1" = 1'-0"
1/4" PLATE
W/ 5/8" X 3 1/2" LONG
LAG SCREWS @ 5" O.C.
AT EXPOSED DECKSEXPOSED LAYER OF FIBERGLASS MIXTURE TO INCLUDE SAND FOR UV PROTECTION AND
PROVIDE SLIP RESISTANCE.
FIBERGLASS WATERPROOF MEMBRANE OVER 1/2" THICK PLYWOOD OVER 3/4" PLYWOOD,
PLYWOOD MUST BE ACX CROSS-PLUGGED (NO TONGUE AND GROOVE) UNDERLAYMENT,
PLYWOOD SUBSTRATE SHOULD BE INSTALLED JUST PRIOR TO FIBERGLASS LAMINATION
PROCESS, PLYWOOD MUST NOT BE ALLOWED TO ABSORB ANY MOISTURE WHAT SO EVER.
0' - 1 1/2"
0' - 3"
0' - 1 1/2"
0' -0'5"- 1 1/2"
0' - 2"
AT DECKSFIBERGLASS WATERPROOF MEMBRANE OVER 1/2 " THICK MARINE PLYWOOD OVER 3/4 "
PLYWOOD, PLYWOOD MUST BE ACX CROSS-PLUGGED (NO TONGUE AND GROOVE)
UNDERLAYMENT, PLYWOOD SUBSTRATE SHOULD BE INSTALLED JUST PRIOR TO FIBERGLASS
LAMINATION PROCESS, PLYWOOD MUST NOT BE ALLOWED TO ABSORB ANY MOISTURE WHAT
SO EVER.
0' - 2"
0' - 2"
0' - 11 1/4"
min. min.
0' - 8"
2"
2X @ 16"o.c.
W/ SIMPSON A35
FRAMING CLIP
TO DBL RIM.
CABLING SYSTEM - VERIFY DIA.
FOR UPRIGHT THROUGH-HOLES
TYP. (4" LONG MIN.)
1/4" PLATE
W/ 5/8" X 3 1/2" LONG
0' - 1"
1/8
0' - 8"
1/4" OPEN
GRID CEDAR
DECK BOARD
SLOPE 1/4" PER 12"
DECK WATERPROOFING DETAIL
1" = 1'-0"
HANDRAIL UPRIGHT SPACING PER
ARCHITECTURAL PLANS
8D @ 4" O.C.
HARDIE BOARD
SOFFITSOFFIT
7
0' - 3 1/2"
NOTCH 2X
TO FORM TRENCH.
FLASHING & WRAP WITH
WATER PROOF MEMBRANE
5"
FIBERGLASS
WATERPROOF MEMBRANE
PER R905.15.2 (IRC 2012)
OVER 1/2" THICK MARINE
PLYWOOD OVER 3/4"
PLYWOOD
- SLOPE 1/4" PER 12"
0' - 5 11/32"
1' - 0"
AT EXPOSED DECKSEXPOSED LAYER OF FIBERGLASS MIXTURE TO INCLUDE
SAND FOR UV PROTECTION AND PROVIDE SLIP
RESISTANCE.
FIBERGLASS WATERPROOF MEMBRANE PER IRC
R905.15.(2) - The installation of liquid-applied roofing shall
comply with the provisions of this section) OVER 1/2" THICK
PLYWOOD OVER 3/4" PLYWOOD, PLYWOOD MUST BE
ACX CROSS-PLUGGED (NO TONGUE AND GROOVE)
UNDERLAYMENT, PLYWOOD SUBSTRATE SHOULD BE
INSTALLED JUST PRIOR TO FIBERGLASS LAMINATION
PROCESS, PLYWOOD MUST NOT BE ALLOWED TO
ABSORB ANY MOISTURE WHAT SO EVER.
0' - 1 1/4"
AT DECKSFIBERGLASS WATERPROOF MEMBRANE PER IRC
R905.15.(2) -The installation of liquid-applied roofing shall
comply with the provisions of this section) OVER 1/2 " THICK
MARINE PLYWOOD OVER 3/4 " PLYWOOD, PLYWOOD
MUST BE ACX CROSS-PLUGGED (NO TONGUE AND
GROOVE) UNDERLAYMENT, PLYWOOD SUBSTRATE
SHOULD BE INSTALLED JUST PRIOR TO FIBERGLASS
LAMINATION PROCESS, PLYWOOD MUST NOT BE
ALLOWED TO ABSORB ANY MOISTURE WHAT SO EVER.
5" x 3/8" STEEL FLAT BAR
WELDED TO C12
2" x 1/2" STEEL FLAT BARS
0' - 5"
0' - 1 1/2"
1/8
TYP. (4" LONG MIN.)
DATE/ TIME:
9
3/10/2015 2:30:57 PM
A6.2
HANDRAIL ELEVATION
1" = 1'-0"
PLOT SCALE: 1:1
INTERIOR SHEATHING
ARTISAN R LAP
WATER RESISTIVE BARRIER
(HARDIE WRAP OR EQUIVALENT)
WOOD FRAMING
3' - 0"
INSULATION WHERE REQ'D
(2) 2X BLOCKING AS
SHOWN W/ 1/4" SDS.
(GALV. SCREWS @
6" O.C. TO DBL RIM)
INTERIOR SHEATHING
WATER RESISTIVE BARRIER (HARDIE
WRAP OR EQUIVALENT)
MOISTURE BARRIER
1/4" PLATE
W/ 5/8" X 3 1/2" LONG
APRON FLASHING
(OPTIONAL)
MIN. 6"
1' - 0"
0' - 8"
STARTER STRIP
0' - 2"
CONCRETE FOOTING
GRADE CLEARANCE
2X @ 16"o.c.
W/ SIMPSON A35
FRAMING CLIP
TO DBL RIM.
min. min.
2"
5"
SLOPE 1/4" PER 12"
OVERLAP
TYP. (4" LONG MIN.)
EXTERIOR SHEATHING
MIN. 1 1/4"
1/8
Architecture
Programming
Accessible Design
Interior Design
ARTISAN R LAP
WOOD FRAMING
1/4" OPEN
GRID CEDAR
DECK BOARD
HARDIE BOARD
SOFFITSOFFIT
BOTTOM PLATE
EXTERIOR SHEATHING
MIN. 1 1/4"
OVERLAP
1" DIA STEEL ROD
PER STRUCTURAL
MEDICI
ARCHITECTS
City of Kirkland
Reviewed by R Braun
03/11/2015
Tel: (425) 453-9298
Fax: (425) 452-8448
PATH / DRIVEWAY / SLAB
REGISTRATION:
0' - 5"
REGISTERED
ARCHITECT
6926
1
DETAIL AT OPEN GRID DECK
1" = 1'-0"
2
GRADE CLEARANCE @ HARDIE SIDING
3" = 1'-0"
3
TYP. LAP SIDING
3" = 1'-0"
EMILY D. BUCHWALTER
STATE OF WASHINGTON
NOTE: REFER TO WINDOW
MANUFACTURER'S INSTRUCTIONS
FOR PROPER WINDOW
INSTALATION
INSULATIONS AS REQ.
WOOD FRAMING
PER STRUCTURE
PLANS
Issue Date
INTAKE DATE:
HARDIE LAP SIDING
INSULATIONS AS REQ.
WRAP OR EQUIVALENT)
WOOD FRAMING
PER STRUCTURE PLANS
EXTERIOR SHEATHING
PER STRUCTURE PLANS
WINDOW FRAME
FLASH WINDOW PER MANUFACTURER
RECOMMENDATION
(IF TRIM IS PROTRUDING BEYOND WINDOW
SILL IT MUST BE FLASHED.)
0' - 3"
WRAP OR EQUIVALENT)
INSULATIONS AS REQ.
EXTERIOR SHEATHING
PER STRUCTURE PLANS
WOOD FRAMING
PER STRUCTURE PLANS
HARDIE TRIM BOARD
HARDIE LAP SIDING
LEAVE APPROPRIATE GAP
AND CAULK
S.A.F. MEMBRANE
NOTE: 3/8" MIN. GAP IS
RECOMMENDED TO ACCOUNT FOR
STRUCTURAL MOVEMENT BETWEEN
FLOOR JOINTS. 1/4" MIN. CLEARANCE
IS REQUIRED BETWEEN PANEL
HORIZONTALS IN DIRECT TO
APPLICATIONS.
OVERLAP
MIN. 1 1/4"
Z FLASHING
1.
2.
3.
4.
5.
REVISION 1
2-11-2015
REVISION 2
3-10-2015
PROJECT / CLIENT:
LOT 9
LAP SIDING
3/8" GAP MIN., DO NOT CAULK
DATE:
REVISIONS:
WRAP OR EQUIVALENT)
HEADER
KIRKLAND, WA 98033
Z - FLASHING
HARDIE TRIM BOARD
JOB ADDRESS:
NOTE: EVERY OTHER FLOOR BREAK
SHALL HAVE Z-FLASHING EXTENDING
BACK TO THE WEATHER BARRIER.
EXTERIOR SHEATHING
PER STRUCTURE PLANS
HORIZONTAL BREAK @ FLOOR
TRANSITION @ HARDIE LAP
4
3" = 1'-0"
328 4TH AVE S
KIRKLAND, WA 98033
WINDOW FRAME
FOR PROPER WINDOW INSTALATION
WINDOW SILL @ HARDIE LAP SIDING
5
3" = 1'-0"
EAST UNIT
DRAWING NAME:
WINDOW/ DOOR HEAD @ HARDIE LAP
6
3" = 1'-0"
DETAILS
NORSTONE ROCK PANELS (CHARCOAL)
Drawn By: US
Checked By: EB
Owner Approval:
CEDAR TIGHT KNOT LAP SIDING WITH 4" EXPOSURE - SEAL
AND STAIN ALL SIDES BEFORE INTALLING @ ALL CUTS
POLYMER MODIFIED THINSET
INTERIOR SHEATHING
WRAP OR EQUIVALENT)
CEMENT BOARD
PHASE:
WOOD FRAMING
ANTI FRACTURE
WATER PROOFING MEMBRANE
PERMIT SET
SHEATING
EXTERIOR SHEATHING
PER STRUCTURE PLANS
FLASHING TAPE
WOOD FRAMING
PER STRUCTURE PLANS
INSULATIONS AS REQ.
from the architect.
BOTTOM PLATE
DOOR / WINDOW
JAMB
MOISTURE BARRIER
LAP BUILDING PAPER
OVER FLASHING & SCREED
CRAWL SPACE
METAL FLASHING,
SEAL TO FOUNDATION
0' - 2"
CONCRETE SLAB /
MASONRY FOOTING
0' - 8"
0' - 2 1/2"
MIN. 6" GRADE CLEARANCE
APRON FLASHING
AND CAULK
PATH / DRIVEWAY / SLAB
CEDAR TIGHT KNOT LAP SIDING WITH
4" EXPOSURE - SEAL AND STAIN ALL
SIDES BEFORE INTALLING @ ALL CUTS
WRAP OR EQUIVALENT)
DATE/ TIME:
7
DETAIL AT NORSTONE STONE VENEER
3" = 1'-0"
8
GRADE CLEARANCE @ SIDING (TYP.)
3" = 1'-0"
9
3/10/2015 2:30:58 PM
A6.3
DOOR / WINDOW JAMB @ CEDAR SIDING
3" = 1'-0"
PLOT SCALE: 1:1
FOR PROPER WINDOW
INSTALATION
HARDIE PANEL SIDING
CEDAR TIGHT KNOT LAP SIDING WITH 4"
EXPOSURE - SEAL AND STAIN ALL SIDES
BEFORE INTALLING @ ALL CUTS
INSULATIONS AS REQ.
BLOCKING AS REQ'D
Z - FLASHING
HARDIE TRIM BOARD
City of Kirkland
Reviewed by R Braun
03/11/2015
TRIM AROUND OPENING
S.A.F. MEMBRANE
AND CAULK
WOOD FRAMING
PER STRUCTURE PLANS
Architecture
Programming
Accessible Design
Interior Design
EXTERIOR SHEATHING
PER STRUCTURE PLANS
EXTERIOR SHEATHING
PER STRUCTURE PLANS
WOOD FRAMING
PER STRUCTURE PLANS
FLASH WINDOW PER MANUFACTURER
RECOMMENDATION
(IF TRIM IS PROTRUDING BEYOND WINDOW
SILL IT MUST BE FLASHED.)
WRAP OR EQUIVALENT)
WRAP OR EQUIVALENT)
WINDOW FRAME
INSULATIONS AS REQ.
MEDICI
ARCHITECTS
VENT OPENING
WRAP OR EQUIVALENT)
HEADER
Z - FLASHING
HARDIE TRIM BOARD
CEDAR TIGHT KNOT LAP SIDING WITH 4"
EXPOSURE - SEAL AND STAIN ALL SIDES
BEFORE INTALLING @ ALL CUTS
Tel: (425) 453-9298
Fax: (425) 452-8448
WOOD RAINSCREEN FURRING
AROUND FIXTURE
INSTALL BUG SCREEN
AS NECESSARY
AND CAULK
WINDOW FRAME
EXTERIOR SHEATHING
PER STRUCTURE PLANS
REGISTRATION:
FOR PROPER WINDOW INSTALLATION
REGISTERED
ARCHITECT
6926
WINDOW SILL @ CEDAR SIDING
3" = 1'-0"
1
2
FIXTURE PENETRATION @ HARDIE
PANELS OR CEDAR
3
3" = 1'-0"
WINDOW/ DOOR HEAD @ CEDAR SIDING
3" = 1'-0"
EMILY D. BUCHWALTER
STATE OF WASHINGTON
R311.7.5.1 RISERS: THE MAXIMUM RISER HEIGHT
SHALL BE 73/4 INCHES.
OPEN RISERS ARE PERMITTED PROVIDED THAT THE
OPENING BETWEEN TREADS DOES NOT PERMIT THE
PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE.
BELOW STAIR INSTALL 5/8"
TYPE 'X' G.W.B. (2) LAYERS
@ CEILING, (1) LAYER @ WALLS
A
STAIR NOSING
PROFILE PER
PER IRC R311.7.4.3
B
2-11-2015
REVISION 2
3-10-2015
LOT 9
INTERIOR SHEATHING
KIRKLAND, WA 98033
WRAP OR EQUIVALENT)
WOOD FRAMING
JOB ADDRESS:
328 4TH AVE S
KIRKLAND, WA 98033
ARTISAN R LAP
NOTE: GREATEST AND LEAST
TREAD & RISER SHALL NOT
VARY MORE THAN 3/8"
(PER IRC R311.7.4.1 & R311.7.4.2)
INTERIOR STEEL STAIR DETAIL
4
1/2" = 1'-0"
REVISION 1
PROJECT / CLIENT:
BLOCKING @ MIDSPAN
36" MIN. STAIRWAY WIDTH
PER IRC R311.7.1
1.
2.
3.
4.
5.
ARTISAN R LAP MITERED CORNER
STAIR NOSING PROFILE
PER IRC R311.7.4.3
(3) 2X12 STRINGERS
NOTE: GREATEST AND
LEAST TREAD & RISER
SHALL NOT VARY MORE
THAN 3/8" (PER IRC
R311.7.4.1 & R311.7.4.2)
ABOVE NOSING
RUN 10" MIN.
7 3/4" MAX
7 3/4" MAX
4" MAX
SIMPSON U212
HANGER, PER
STRUCTURE
STEEL ANGLE L 3X2X1/4
UNDER TREAD 10"
LENGTH @ EACH SIDE OF
TREAD
STEEL C CHANNEL SIDE RAILS C12 X 20.7
36" MIN. STAIRWAY WIDTH
PER IRC R311.7.1
6'-8" MIN. HEADROOM
MIN.
BELOW STAIR INSTALL
5/8" TYPE 'X' G.W.B. (2)
LAYERS @ CEILING, (1)
LAYER @ WALLS
8"
MI
N.
MAX.
4"
ABOVE NOSING
0"
2'10" MIN. / 3'2" MAX.
0' - 11"
HANDRAILS
PER
IRC R311.7.7
BALUSTERS
TO CONFORM
TO IRC R312.3
DATE:
REVISIONS:
METAL CORNER FLASHING
(3) 8d TOE NAIL
STRINGER TO
THRUST BLOCK
4X12" WOOD SLAB STAIR
TREAD
1'
6'8" MIN. HEADROOM
A
SUB FLOOR PER
STRUCTURAL PLAN
SHEET S3
Issue Date
INTAKE DATE:
WOOD FRAMING
(HANDRAIL GRIP SIZE PER IRC R311.7.7.3)
1 1/4" DIA. MIN. HANDRAIL, CONT. FOR FULL
LENGTH OF STAIR
NOTE: SPACING BETWEEN INTERMEDIATE
GUARDRAIL MEMBERS TO BE SUCH THAT
A SPHERE OF 4 3/8" SHALL NOT PASS
THROUGH ANY OPENING
THE TRIANGULAR OPENINGS AT THE SIDES OF A
STAIR, FORMED BY THE RISER AND BOTTOM OF
THE GUARD RAIL, SHALL NOT ALLOW PASSAGE OF
A SPHERE 6" IN DIAMETER.
2' - 11 31/32"
3' - 0"
B
(HANDRAIL GRIP SIZE
PER IRC R311.7.7.3)
1 1/4" DIA. MIN.
HANDRAIL, CONT. FOR
FULL LENGTH OF STAIR
MIN.
CABLE GUARD RAIL
2'-10" MIN. /32" MAX.
SHALL NOT HAVE OPENING WHICH ALLOWS
RISER
R311.7.5.1 RISERS: THE MAXIMUM RISER HEIGHT
SHALL BE 73/4 INCHES.
OPEN RISERS ARE PERMITTED PROVIDED THAT THE
OPENING BETWEEN TREADS DOES NOT PERMIT THE
PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE.
EAST UNIT
EXTERIOR SHEATHING
3'-0" MIN.
INTERIOR WOOD FRAMED STAIR DETAIL
5
3/4" = 1'-0"
DRAWING NAME:
INSIDE CORNER - MITERED LAP SIDING
6
3" = 1'-0"
DETAILS
BLOCKING PER
STRUCTURAL DRAWINGS
Drawn By: US
Checked By: EB
Owner Approval:
PLATE 1/4"x4"x8" w/ 2-1/2"
x4" LAGS INTO CORNER
POST, SEE DETAIL 7/S2.6
PHASE:
5"
ARTISAN R LAP
PERMIT SET
TENSION BAR/ROD PER
STRUCTURAL
DRAWINGS
from the architect.
EXTERIOR SHEATHING
INTERIOR SHEATHING
SPECIFYING ENGINEER IS RESPONSIBLE FOR
CONCRETE ENCASEMENT AND REINFORCING
BASED UPON APPLICATION AND LOCAL
CODES
FLASHING
WOOD FRAMING
WATER RESISTIVE BARRIER
(HARDIE WRAP OR EQUIVALENT)
4" DRAIN
DOWNSPOUT
WATERPROOF
MEMBRANE OVER 5/8"
APA RATED SHTG
SLOPE 1/4" PER 12"
FASCIA AS SHOW TO
HIDE SLOPE
2X PER
STRUCTURAL PLANS
1
4
6_ [159]
2 X CONT LEDGER PER STRUCTURAL PLANS
4 [102]
MIN.
HARDIE BOARD
SOFFIT
4"DOWNSPOUT
ARTISAN R WITH METAL
CORNER FLASHING AT LAP
MITERED CORNER
PLATE 1/4"x4"x6" w/ 4SDS 1/4" X 3" PER
STRUCTURAL
ARTISAN R LAP
OUTSIDE CORNER - MITERED LAP
SIDING
7
3" = 1'-0"
8
DETAIL AT CANOPY
1 1/2" = 1'-0"
PER ARCHITECTURAL PLANS
4 [102]
INVERT
min.
2"
1/4"X8" PLATE
W 4-SDS 1/4" X 3" SCREWS TO 4X
BEAM PER STRUCTURAL
1
4
1_ [32]
1
4
81 _ [2064]
4 [102] MIN.
80 [2032]
'A'
'B'
NOTE: + Actual Channel length is 81 1/4 [2064] to allow for overlap.
TRENCH DRAIN TIGHTLINE
CONNECTION TO STORM
WATER SYSTEM
METAL FASCIA, C8 PER STRUCTURAL
2x8 RIPPED TO TAPER @
1/4" PER 12" @ 16"O.C. W/
SIMPSON FRAMING CLIP EA
END PER STRUCTURAL
PLANS
DATE/ TIME:
9
3/10/2015 2:31:00 PM
A6.4
DETAIL AT TRENCH DRAIN SYSTEM
3/4" = 1'-0"
PLOT SCALE: 1:1
MEDICI
ARCHITECTS
Architecture
Programming
Accessible Design
Interior Design
City of Kirkland
Reviewed by R Braun
03/11/2015
Tel: (425) 453-9298
Fax: (425) 452-8448
REGISTRATION:
REGISTERED
ARCHITECT
6926
DETAIL AT TILE-LINED SHOWER
RECEPTORS
1
1" = 1'-0"
EMILY D. BUCHWALTER
STATE OF WASHINGTON
Issue Date
INTAKE DATE:
DATE:
REVISIONS:
1.
2.
3.
4.
5.
REVISION 1
2-11-2015
REVISION 2
3-10-2015
PROJECT / CLIENT:
LOT 9
KIRKLAND, WA 98033
JOB ADDRESS:
328 4TH AVE S
KIRKLAND, WA 98033
DRAWING NAME:
DETAILS
Drawn By: US
Checked By: EB
Owner Approval:
PHASE:
PERMIT SET
from the architect.
DATE/ TIME:
3/10/2015 2:31:00 PM
A6.5
PLOT SCALE: 1:1
332 4TH AVE
KRIKLAND, WA 98033
2.
3.
DESCRIPTION
Building Name & Site Location - TERRI BELLA WEST, MIDDLE, EAST/LOT 8
Building Dept. Contact - CITY OF KIRKLAND
DESIGN CODE AND STANDARDS
Applicable Code (Edition/Name) - 2012 International Building Code (IBC)
Other documents referenced by these notes shall be the specific edition referenced by the building code
specified above, or if not specified, shall be the latest edition.
Code supplement & Date - ASCE 7-10
DESIGN LOADS
I. Roof Live Load
II. Floor Live Load
a. Snow Load
See snow load
40 psf
Basic ground snow load - Pg = NA
Basic roof snow load - Pf = 25 psf
Thermal factor - Ct = 1.0
Importance factor - Is = 1.0,
Snow exposure factor - Ce = 1.0
Drifting snow (is/is not) required in the design.
b. Seismic
c. Wind Load
1
d. Dead loads
e.Load Combinations
SDS = 0.842, SD1 = 0.490, S1 = 0.486
Basic Seismic Force Resisting System = Bearing Wall System Light-framed walls sheathed with wood structural
panels rated for shear resistance
LAT = 47.6727
LON = 122.2015
R = 6.50
Equivalent Lateral Force Procedure used.
Basic wind speed (3 sec. gust) = 110 (mph)
Exposure C
Importance factor Iw = 1.0.
Topographic factor Kzt = 1.0
Internal pressure coefficient GCpi - + 0.18
Components & cladding = 21 psf
Weight of structure.
All Code required load combinations are to be used in the
building design.
OSHA STANDARDS
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA
STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY
NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S
MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE
SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL
CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY
ON THIS PROJECT.
FOUNDATION
ASSUMED ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF. EXTEND ALL EXTERIOR FOOTING
NATIVE SOILS OR ON STRUCTURAL FILL COMPACTED TO 95% MODIFIED PROCTOR - ASTM D-1557 OR
ON UNDISTURBED SOIL.
C:\Users\BHARATP\appdata\local\temp\AcPublish_9396\Terri Bella - East Unit - 48.dwg, 03-10-15, 7:12am, BHARATP, 48
SLABS ON GRADE
THE SLAB ON GRADE FOR THIS PROJECT IS TYPICAL OF THAT IN OTHER BUILDINGS WITH SIMILAR
FLOOR LOADINGS AND SOIL CONDITIONS. THE SLAB HAS NOT BEEN DESIGNED FOR ANY SPECIFIC
LIVE LOAD (INCLUDING CONSTRUCTION LOADS) AND HAS BEEN DETAILED TO MEET LOCAL INDUSTRY
STANDARDS FOR SIMILAR BUILDINGS.
REVIEW WITH THE SOILS ENGINEER ANY CONSTRUCTION LOADINGS ON THE SLAB AND SOILS
BELOW. TAKE NECESSARY MEASURES TO INSURE THAT THE SLAB AND SOILS BELOW WILL NOT BE
EFFECTED OR DAMAGED BY THE CONSTRUCTION LOADING.
CONCRETE
PROVIDE 28-DAY STRENGTH PER SCHEDULE. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE
REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND
PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE
ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A
DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS AND WATER
REDUCING AGENTS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE
SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. 3/4" CHAMFER ALL EXPOSED EDGES,
UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED.
AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER PER SCHEDULE. LIMIT WATER TO CEMENT
RATIO PER SCHEDULE. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS
REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED
AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER-PLASTICIZER AT THE CONCRETE
PLANT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. ACI 305R IS TO BE
FOLLOWED FOR HOT WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE
CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE
TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY
OF ANY NONCOMPLIANCE.
REINFORCING STEEL
USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60
(fy=60,000 PSI). LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, 2'-0" MIN. UNLESS NOTED
DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING
REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A
185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES
SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS.
COVER TO REINFORCEMENT:
NONPRESTRESSED CAST-IN-PLACE CONCRETE
(INCHES)
FORMED SURFACES
NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
SLABS, WALLS, JOISTS..........................14 AND LARGER.......................................1-1/2
#11 AND SMALLER......................................3/4
LOW HYDROGEN ELECTRODES CONFORMING TO ANSI/AWS A5.1 OR A5.5. DO NOT WELD
REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM
PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NO. 11
BARS. DO NOT WELD NO. 14 AND NO. 18 BARS. DO NOT WELD WITHIN 3-INCHES OF BENDS. LET
BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE WABO
CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES.
REBAR DOWEL INSTALLATION
DRILL HOLES FOR DOWELS IN ACCORDANCE WITH GROUT MANUFACTURERS RECOMMENDATIONS.
BLOW HOLE CLEAN WITH OIL FREE COMPRESSED AIR. FILL HOLES WITH A MEASURED AMOUNT OF
HILTI HIT-RE 500-SD. INSERT REBAR AND SECURE UNTIL GROUT HAS REACHED ITS INITIAL CURE.
ALL WORK SHALL BE BY PERSONNEL EXPERIENCED IN THE USE OF THIS PRODUCT, AND IN
ACCORDANCE WITH ICC REPORT NO ESR-2322.
FRAMING LUMBER
LUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE.
UNLESS NOTED OTHERWISE, USE THE FOLLOWING:
SPECIES
GRADE
BASE VALUE Fb
#2
#2
#1
#1
#2
#2
550 PSI
900 PSI
1000 PSI
900 PSI
900 PSI
900 PSI
DOUG FIR
#1
1350 PSI
DOUG FIR
#1
1200 PSI
VISUALLY GRADED DIMENSION LUMBER
STUDS - TYPICAL
STUDS - WHERE NOTED
JOISTS & RAFTERS - TYPICAL
JOISTS & RAFTERS - WHERE NOTED
PLATES & LEDGERS
BEAMS & HEADERS - TYPICAL
DOUG FIR
DOUG FIR
DOUG FIR
DOUG FIR
DOUG FIR
DOUG FIR
STRUCTURAL STEEL
1.
STRUCTURAL STEEL DESIGN, FABRICATION, ERECTION SHALL BE BASED ON THE LATEST
EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES:
a)
b)
VISUALLY GRADED TIMBERS
BEAMS & STRINGERS
2.
POSTS & TIMBERS
EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS AND
NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE
VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT
WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH
COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF-N-105B FOR ALL NAILING EXCEPT
WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN DIAPHRAGMS. PROVIDE MIN.
NAILING PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND
CONNECTORS ARE SIMPSON. OTHER MANUFACTURERS WITH ICC-ES APPROVED LOAD CAPACITIES
EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS AS
SPECIFIED BY MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT
ENGINEERS APPROVAL, EXCEPT THAT 1-INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND
PLATES --NO MORE THAN ONE HOLE EVERY 6-INCHES.
ALL FASTENERS, CONNECTORS AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL
BE STAINLESS STEEL, ZMAX (G185 HDG PER ASTM A653), HOT-DIP GALVANIZED (HDG) PER ASTM A123
FOR CONNECTORS AND ASTM A153 FOR FASTENERS, OR MECHANICALLY GALVANIZED FASTENERS
PER ASTM B695, CLASS 55 OR GREATER.
GLU-LAMINATED WOOD MEMBERS
GLU-LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI/AITC
A190.1-02 AND AITC 117 OF APA-EWS Y117. USE COMBINATION EWS24F-V4 (DF/DF) Fb=2400, Fvx = 190
PSI FOR SIMPLE SPAN BEAMS AND COMBINATION EWS24F-V8 (DF/DF) Fb=2400, Fvx = 190 PSI FOR
CANTILEVERED BEAMS. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2"
DIAMETER. MATERIAL MUST BE OBTAINED FROM AN APPROVED FABRICATOR. ALL GLU-LAM BEAMS
SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED.
PROVIDE AITC OR APA-EWS STAMP ON EACH MEMBER AND SUBMIT AITC OR APA-EWS CERTIFICATE.
ADHESIVE TO BE "WET USE". INDUSTRIAL APPEARANCE GRADE.
WOOD STRUCTURAL PANELS
CONFORM WITH P.S. 1-09 OR P.S. 2-10. ALL PANELS RATED EXPOSURE 1. SEE PLANS FOR NAILING
SPACING.
ROOF SHEATHING:
COMMON NAILS WITH 1-5/8" MINIMUM PENETRATION.
PROVIDE PLYWOOD SHEATHING CLIPS ON UNSUPPORTED EDGES
MIDWAY BETWEEN FRAMING MEMBERS. SPACE NAILS AT
6" ON CENTER AT ALL EDGES AND 12" ON CENTER FIELD
NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT) UNLESS
NOTED OTHERWISE ON PLANS OR DIAPHRAGM SCHEDULE.
WALL SHEATHING:
COMMON NAILS WITH 1-5/8" MINIMUM PENETRATION. SPACE NAILS
AT 6" ON CENTER AT ALL EDGES AND 12" ON CENTER FIELD
NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT) UNLESS
FLOOR SHEATHING:
DIAMETER X 3") RINGSHANK NAILS WITH 1-5/8" MINIMUM
PENETRATION. GLUE PLYWOOD TO SUPPORTS AND AT T & G JOINTS
WITH ADHESIVE CONFORMING TO APA SPECIFICATION AFG-01.
SPACE NAILS AT 6" ON CENTER AT ALL EDGES AND 10" ON CENTER
FIELD NAILING (BLOCK UNSUPPORTED EDGES WITH 2X FLAT) UNLESS
3.
4.
SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN.
SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.
STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM
A36, FY = 36 KSI. STEEL PIPES SHALL CONFORM TO ASTM A-53, TYPE E OR S, GRADE B, FY =35
KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, FY = 46 KSI. ANCHOR
BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A307.
ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL
BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY
PRE-QUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED.
ANCHOR BOLTS SHALL CONFORM TO ASTM A307 AND HAVE A WELDED HEAD. EMBED
ANCHOR BOLTS A MINIMUM OF 7" INTO CONCRETE OR MASONRY.
CONNECTION BOLTS AND THREADED STUDS SHALL CONFORM TO ASTM A307.
SPECIAL CONDITIONS
CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE
SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR
SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION.
OTHER INSPECTIONS
BY BUILDING OFFICIAL IN ACCORDANCE WITH SECTION 109 OF IBC.
ABBREVIATIONS
AB, A.B.
ABV.
ADD'L
ADJ.
ALT.
APPRX.
ARCH
@
BOT.
BF, B.F.
BEL.
BLDG
BLKG
BN, B.N.
BNDRY
BM
B.O.
BRDG
BRG
B/W
CAM
ANCHOR BOLT
ABOVE
ADDITIONAL
ADJACENT
ALTERNATE
APPROXIMATE
ARCHITECTURAL
AT
BOTTOM
BRACED FRAME
BELOW
BUILDING
BLOCKING
BOUNDARY NAIL
BOUNDARY
BEAM
BOTTOM OF
BRIDGE (ING)
BEARING
BETWEEN
CAMBER(ED)
CANTILEVER(ED)
CG
CENTER OF GRAVITY
CIP
CAST IN PLACE
CJ, C.J.
CONTRACTUAL JOINT
CL
CENTER LINE
CLR
CLEAR
CMU
CONC. MASONRY UNIT
COL.
COLUMN
CONC.
CONCRETE
CONN.
CONNECT(ION)
CONST.
CONSTRUCTION
CONT.
CONTINUOUS
CTSK
COUNTERSINK
d
PENNY (NAILS)
DET.
DETAIL
DBL
DOUBLE
DF, D.F.
DOUGLAS FIR
DIA. DIAMETER
DIAG.
DIAGONAL
DIAPH.
DIAPHRAGM
do
DITTO (DO OVER)
D
DEPTH
DWG
DRAWING
DWL
DOWEL
(E)
EXISTING MEMBER
EA.
EACH
EF, E.F.
EACH FACE
EJ, E.J.
EXPANSION JOINT
EMBED.
EMBEDMENT
EL, ELEV. ELEVATION
EN, E.N.
EDGE NAIL
ENG
ENGINEER
EQ
EQUAL
ES, E.S.
EACH SIDE
EXIST
EXISTING
EXT.
EXTERIOR
FFE
FINISH FLOOR ELEV.
FAB.
FABRICATION
FND
FOUNDATION
FIN.
FINISH(ED)
FLG
FLANGE
FLR
FLOOR
FN, F.N.
FACE NAIL
FO, F.O.
FACE OF
FRM'G
FRAMING
FS, F.S.
FAR SIDE
FTG
FOOTING
GA
GAGE
GALV.
GALVANIZED
GB, G.B.
GRADE BEAM
GLB
GLU-LAM. BEAM
GRD
GRADE
GWB
GYPSUM WALL BOARD
HDR
HEADER
HF, H.F.
HEM-FIR
HGR
HANGER
HORZ.
HORIZONTAL
HSB
HIGH STRENGTH BOLT (A325 UNO)
HT
HEIGHT
IF, I.F.
INSIDE FACE
INT.
INTERIOR
JST
JOIST
JT
K
LAT.
LDGR
LF
LLH
LLV
LS
LSL
LT WT
LVL
MAS.
MAT'L
MB
MD
MRF
MFR
MTL
(N)
NS, N.S.
NTS
OC, O.C.
OF, O.F.
OH
OPN'G
ORNT
PAR
P/C
PERP.
PL
PLYWD
PSL
PT, P.T.
P/T
QTY
REF.
REINF.
REQ'D
RO, R.O.
SCHD
SHT
SHTG
SIM.
SKW
SOG
SPC
SQ.
SS
STD
STGR
STIFF.
STIR.
STL
STRUC.
SYM.
T
T&G
THR'D
TJ
TMPRY
TN, T.N.
T.A.
TRANS.
TYP.
UNO
VERT.
VFY
W/
WHS
WP
WS
WTS
WWF
X-STG
XX-STG
JOINT
KIPS (1,000 POUNDS)
LATERAL
LEDGER
LINEAL FEET
LONG LEG HORIZ.
LONG LEG VERTICAL
LAG SCREW
TIMBER STRAND BEAM
LIGHT WEIGHT
MICROLLAM BEAM
MASONRY
MATERIAL
MACHINE BOLT
(A307)
MID-DEPTH
MOMENT RESISTING FRAME
MANUFACTURER
METAL
NEW MEMBER
NEAR SIDE
NOT TO SCALE
ON CENTER
OUTSIDE FACE
OVER HANG
OPENING
ORIANTATE(ION)
PARALLEL
PRECAST CONCRETE
PERPENDICULAR
PLATE
PLYWOOD
PARALLAM BEAM
PRESSURE TREATED
POST TENSIONED
QUANTITY
REFERENCE
REINFORCEMENT
REQUIRED
ROUGH OPENING
SCHEDULE
SHEET
SHEATHING
SIMILAR
SKEW(ED)
SLAB ON GRADE
SPACING
SQUARE
SELECT STRUCTURAL
STANDARD
STAGGER
STIFFENER
STIRRUP
STEEL
STRUCTURE(AL)
SYMMETRICAL
TOP
TONGUE AND GROOVE
THREAD(ED)
TRUSS JOIST MACMILLAN
TEMPORARY
TOE NAIL
TOP OF
TRANSVERSE
TYPICAL
UNLESS OTHERWISE NOTED
VERTICAL
VERIFY
WITH
WELDED HEADED STUD
WORK POINT
WESTERN SERIES
WELDED THREADED STUD
WELDED WIRE FABRIC
EXTRA STRONG
DOUBLE EXTRA STRONG
332 4TH AVE
KIRKLAND, WA 98033
1.
REINFORCING STEEL WELDING
USE ASTM A 706 GRADE 60 (fy = 60000 PSI) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW
CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS)
DRILLED IN EXPANSION ANCHORS:
CONCRETE
HILTI KWIK BOLT TZ PER ESR-1917
POWERS POWER-STUD+ SD2 PER ESR-2502
SIMPSON STRONG-BOLT 2 PER ESR-3037
CONCRETE MASONRY
HILTI KWIK BOLT 3 PER ESR-1385
POWERS POWER-STUD+ SD1 PER ESR-2966
SIMPSON WEDGE-ALL PER ESR-1396
ADHESIVE ANCHORS:
CONCRETE
HILTI HIT-RE 500-SD PER ESR-2322
POWERS PE1000+ PER ESR-2583
SIMPSON SET-XP PER ESR-2508
CONCRETE MASONRY
HILTI HIT HY 150 MAX PER ESR-1967
SIMPSON SET PER ESR-1772
SCREW ANCHORS:
CONCRETE
HILTI KWIK HUS-EZ (KH-EZ) PER ESR-3027
POWERS WEDGE-BOLT+ PER ESR-2526
SIMPSON TITEN HD PER ESR-2713
CONCRETE MASONRY
POWERS WEDGE-BOLT+ PER ESR-1678
SIMPSON TITEN HD PER ESR-1056
CAST-IN-PLACE BOLTS - (UNLESS NOTED OTHERWISE)
CONCRETE - EMBED PER IBC TABLE 1911.2
MASONRY - EMBED 7 BOLT DIAMETERS. PROVIDE 1/2 INCH OF GROUT BETWEEN BOLT AND
MASONRY.
FOLLOW INSTALLATION PROCEDURES OF ESR REPORT PROVIDE SPECIAL INSPECTION AS NOTED OR
REQUIRED BY ESR REPORT.
THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST
EDITION.
BEAMS, COLUMNS
PRIMARY REINFORCEMENT, TIES, STIRRUPS,SPIRALS..........................................1-1/2
GENERAL NOTES
GENERAL NOTES
18530 Meridian AVE North
Shoreline, WA 98133
206-779-6850
City of Kirkland
Reviewed by R Braun
03/11/2015
REVISIONS:
1
03-10-15
CADD FILE:
15012
DATE:
01-25-15
DRAWN:
B. PATEL
CHECKED: C. BURT
S0.0
1
3
2
5
4
6
1
3
2
30'-0"
8'-0"
3'-4"
5
4
6
30'-0"
9'-7"
9 1/2"
8'-3 1/2"
8'-0"
3'-4"
9'-7"
9 1/2"
8'-3 1/2"
1
N
U
1
LD 1
D
O
W
H
D
O
N
W
D
Shoreline, WA 98133
206-779-6850
W
N
O
9'-2 1/2"
O
LD
D
5
U
D
H
H
O
LD
D
5
O
W
N
H
U
D
H
N
W
O
LD
D
5
U
D
W4
H
H
N
W
O
LD
6'-8"
45'-4 1/2"
W4
8E
1.
L
PS
1/
2
M
4'-5"
N
3
LU
2'-3 1/2"
LEGEND:
J/S2.1
J/S2.1
w/ W1.4xW1.4 6x6 WELDED
WIRE REINFORCING AT
MID-DEPTH. VAPOR BARRIER
AND SUBGRADE BY OTHERS
J/S2.1
STRUCTURAL WALL
STRUCTURAL WALL BELOW
Wx
Wx
PLYWOOD SHEAR WALL
SIMPSON SSTB20 ANCHOR TO
SPAN DIRECTION OF JOISTS
ALIGN W/HOLD DOWN ABOVE
8'-3 1/2"
8'-0"
13'-8 1/2"
8'-3 1/2"
WOOD BEAM PER PLAN
STRUCTURAL WALL
30'-0"
5'-9 1/2"
N
M OPP./S2.1
PLYWOOD SHEAR WALL
13'-8 1/2"
O
W
ST
H
D/S2.2
O
WOOD POST PER DETAILS
SSTB
D
5
LD 14
D RJ
O
W
N
J
H
LEGEND:
CONCRETE STEM WALL
LD
O
H
O
AB
O
N
2x
1/
3
4" CONCRETE SLAB ON
GRADE w/ W1.4xW1.4 6x6
WELDED WIRE REINF. AT
MID-DEPTH. VAPOR
BARRIER AND SUBGRADE
BY OTHERS
D
M/S2.1
M OPP./S2.1
H
I
F/S2.1
J
F2.0
WALL PER
8" CONCRETE
WALL PER
U
D
H
6'-8 1/2"
6'-8 1/2"
J
J/S2.1
G
6'-8 1/2"
I
L/S2.1
B/S2.2
I
2x12 @ 16"oc
CONC. SHEAR WALL PANEL
w
M
BS
J
D/S2.2
O
C
H
L/S2.1
/
H
F
B/S2.1
CONC. SHEAR WALL PANEL
G
LU
.4
x
Q 4C
44
O
FA
1
S.J.
2'-3 1/2"
G
N
FA
C
1'-6" CONT. FOOTING
P.
T
6'-8 1/2"
REINF. PER C/S2.1
LU
.
H
WIRE REINFORCING AT
M
4'-5"
4'-5"
3
F3.0
8" CONCRETE WALL w/
S
S.
1
VE
3
2x
1/
C
8E
1.
F
16
3/
x
2
1/
3 VE
x
2
1/ BO
3
A
S. MN
.
.S LU
H
O
C
S.J.
6
/1
x3
/2
.3
L/S2.1
B/S2.2
5'-9 1/2"
5'-9 1/2"
H/S2.2
SL
F
2'-3 1/2"
L/S2.1
E/S2.1
FOUNDATION AND FIRST
FLOOR FRAMING PLANS
-EAST-
4'-1 1/2"
K-2.1
E
-EAST UNIT-
O
D
LD
H
O
H
D
U
5
W
N
2x12 @ 16"oc
W
N
O
E
C/S2.1
C 1/2
O
x
LU 3 1
M /2
N
P
LU . 3
M 1/2
N
AB x3 1
O /2x
VE 3
/1
6
H
C
O
O
.S
.S
A SIM./S2.1
8'-0"
D
CRAWL
SPACE
ACCESS
K/S2.1
D
LD
O
H
H
O
H
H
W4
D
U
D
5
O
K/S2.1
LD
D
U
5
W
N
1
K-2.1
4'-1 1/2"
45'-4 1/2"
45'-4 1/2"
4'-1 1/2"
PER ARCH., TYP.
FOUNDATION VENTS
4
4x
P.
T.
D
E
D
11
U
D
LD
H
H
A/S2.1
ST
E/S2.1
D
C
O
N
W
D
O
11
U
D
H
H
LD
W4
1
O
J
6'-8"
6'-8"
4
O
H
D
/P
B4
ST
H
D
14
R
N
W
O
1
PO
4
4x
T.
P.
1'-6" CONT. FOOTING
/1
6
REINF. PER C/S2.1
8" CONCRETE WALL w/
D/S2.1
.S
.S
LU . 3
M 1/2
N
AB x3 1
O /2x
VE 3
D/S2.1
A/S2.1
C
332 4TH AVE
KIRKLAND, WA 98033
H
ST
D
D/S2.1
J
14
R
N
W
O
w
4
B4
/P
w
ST
PO
F2.0
E/S2.1
C
H
N
O
9'-2 1/2"
9'-2 1/2"
D
D/S2.1
D/S2.1
H/S2.2
.F
D
B/S2.1
8" CONCRETE
W
2x12 @ 16"oc
1'-6" CONT. FOOTING
REINF. PER C/S2.1
8" CONCRETE WALL w/
1'-6" CONT. FOOTING
REINF. PER C/S2.1
8" CONCRETE WALL w/
9'-2 1/2"
6'-8"
4'-1 1/2"
5'-9 1/2"
4'-5"
2'-3 1/2"
O
N
45'-4 1/2"
D
W6
I
O
W
11 DO
LD
U
11
LD
D
H
O
H
LD
B
A/S2.1
U
D
O
H
K/S2.1
F2.0
M/S2.1
N
4
4x
1
H
W
11 DO
LD
2
.#
K/S2.1
F3.5
U
4
4x
.F
D
E
G
H
F/S2.1
1'-6" CONT. FOOTING
C
2
.#
F
D
REINF. PER C/S2.1
N
8" CONCRETE WALL w/
A/S2.1
A/S2.1
O
W
D
H
O
D
F/S2.2
LD
A/S2.1
C
O
1'-6" CONT. FOOTING
U
11
H
8" CONCRETE WALL w/
N
H
D
O
W
B
H
O
H
H
B
A/S2.1
D
D
4'-8 1/2"
U
5
O
LD
H
4'-8 1/2"
4'-8 1/2"
B/S2.1
4'-8 1/2"
LD
11
O
U
D
H
2W4
B
REINF. PER C/S2.1
H
H/S2.2
City of Kirkland
Reviewed by R Braun
A
03/11/2015
H
H
D
U
1
O
LD 1
D
O
W
N
N
D
U
1
O
LD 1
D
O
W
H
N
A
2W4
H
A
H
A
H
H
D
U
1
O
LD 1
D
O
W
B/S2.1
WIRE REINFORCING AT
J/S2.1
H/S2.2
B/S2.1
F/S2.2
REINF. PER C/S2.1
8" CONCRETE WALL w/
PER ARCH., TYP.
1'-6" CONT. FOOTING
FOUNDATION VENTS
30'-0"
HD
SIMPSON HOLD DOWN ANCHOR
WOOD BEAM PER PLAN
REVISIONS:
1
2
1
4
5
6
FOUNDATION PLAN
1/4" = 1'-0"
NOTES:
1.) SLAB ON GRADE SHALL BE 4" THICK, UNLESS OTHERWISE NOTED. SLAB SHALL
BE REINFORCED WITH 6x6 W1.4-W1.4 WELDED WIRE MESH. PREPARE SUBGRADE BY
PLACING AND COMPACTING A MINIMUM 4" OF CLEANED, CRUSHED ROCK AS A
CAPILLARY BREAK. SUBGRADE BELOW SLAB SHALL BE UNDISTURBED NATIVE SOIL
OR COMPACTED FILL PER PLAN NOTE 2.
2.) FOOTINGS SHALL BE PLACED ON UNDISTURBED NATIVE SOIL OR STRUCTURAL
FILL COMPACTED TO 95% MAXIMUM WET DENSITY PLACED IN MAX. 12" LIFTS.
3.) SEE S2.1 FOR TYPICAL SPREAD FOOTING INFORMATION, AND S2.1
FOR TYPICAL CONTINUOUS FOOTING INFORMATION.
4.) TYPICAL FLOOR JOISTS SHALL BE 2x12 DF-L#1 OR BETTER UNLESS
OTHERWISED NOTED. REFER TO PLAN FOR JOIST SPACING (16"oc IF NOT NOTED).
5.) BEAMS AT THIS LEVEL SHALL BE LSL 3-1/2" x 11-7/8" 1.55E UNLESS OTHERWISE NOTED.
6.) VENEER TIES TO BE SPACED AT MAXIMUM 24"oc HORIZONTAL AND VERTICAL. USE ONLY
ICC-ES APPROVED MASONRY ANCHORS FOR ALL STONE OR MASONRY VENEER INSTALLED 8'-0"
ABOVE GRADE.
7.) TYPICAL EXTERIOR WALL W6, U.N.O. PER SHEAR WALL SCHEDULE ON S2.3.
FOOTING SCHEDULE
MARK
F2.0
SIZE
2'-0"x2'-0"x10"
1
F3.0
3'-0"x3'-0"x12"
4- #4 EACH WAY BOTTOM
F3.5
3'-6"x3'-6"x14"
FA
2'-6"x4'-0"x12"
NOTES:
1.) VERIFY MINIMUM 2000psf BEARING CAPACITY w/ GEOTECH PRIOR
TO CASTING FOOTINGS.
2.) CENTER ALL FOOTINGS ON COLUMN AND WALL TYPICAL, U.N.O.
3.) AT LOCATONS WHERE FOOTINGS ARE SHOWN SHARING A COMMON
BEARING AREA, CST MONOLITHICALLY w/ INDIVIDUAL REINFORCING PER
SCHEDULE & OVERLAP AS REQUIRED.
4
5
6
FLUSH OR DROP HEADER
PER PLAN NOTE 5.
HD
SIMPSON
HOLD DOWN ANCHOR
1
REINFORCEMENT
2
HDR
2
FIRST FLOOR FRAMING PLAN
1/4" = 1'-0"
NOTES:
1.) TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G PLYWOOD ON SAWN
JOISTS. NAIL ALL SUPPORTED PANEL EDGES WITH 10d NAILS @ 6"oc & ALL
INTERMEDIATE SUPPORTS WITH 10d NAILS @ 12"oc.
2.) TYPICAL FLOOR JOISTS SHALL BE 2x12 DF-L #1 JOISTS UNLESS
OTHERWISE NOTED. REFER TO PLAN FOR JOIST SPACING (16"oc IF NOT NOTED).
3.) BEAMS AT THIS LEVEL SHALL BE GL 3 1/8" x 12 1/2" U.N.O. UNLESS OTHERWISE NOTED.
4.) TYPICAL EXTERIOR WALL SHALL BE FRAMED WITH 2x6 DF STUDS @ 16"oc, UNLESS OTHERWISE
NOTED. TYPICAL INTERIOR WALLS SHALL BE FRAMED WITH 2x4 DF STUDS @ 16"oc UNLESS
OTHERWISE NOTED. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION
PERTAINING TO WALL THICKNESSES.
5.) TYPICAL EXTERIOR WALL HEADERS SHALL BE FRAMED WITH (3) PLIES OF 2x10 DF #2,
6.) ALL EXTERIOR WALLS TO BE SHEATHED WITH 1/2" EXTERIOR PLYWOOD OR 7/16" EXTERIOR RATED OSB.
INTERMEDIATE STUDS. IF HORIZONTAL PANEL JOINT DOES NOT FALL ON A FRAMING MEMBER, PROVIDE 2x4
FLAT BLOCKING BEHIND AND FASTEN AS NOTED ABOVE.
03-10-15
WOOD POST
STEEL POST
CADD FILE:
15012
DATE:
01-25-15
DRAWN:
B. PATEL
CHECKED: C. BURT
S1.1E
3
5
4
6
1
3
2
4
R
ST
S1
6
C
W4
C
6
9'-2 1/2"
AP
ST
R
6
S1
W
N
O
D
2W6
ST
R
S1
C
NOTE:
BLOCK UNDER ALL
CANTILEVERS THIS LEVEL
J
LEGEND:
3
STRUCTURAL WALL
48
U
H
PLYWOOD SHEAR WALL
30'-0"
48
U
C
4x8 D.F. #1
2x8 D.F.#1
1/2" PLYWOOD
SHEATHING STRONG
AXIS PERPENDICULAR
2x LEDGER w/
3- SDS 1/4"x3 @ 16"oc
H
U
C
48
B
3
1
2
4
5
6
WOOD BEAM PER PLAN
HDR
PER PLAN NOTE 5.
HD
SIMPSON
HOLD DOWN ANCHOR
2- 2x8 HEADER
2x8 D.F.#1
1/4" = 1'-0"
NOTES:
3.) BEAMS AT THIS LEVEL SHALL BE GL 3 1/8" x 9" U.N.O. UNLESS OTHERWISE NOTED.
Wx
REVISIONS:
H
2'-0"
4'-8 1/2"
6
SECOND FLOOR FRAMING PLAN
8'-3 1/2"
2'-0"
5
13'-8 1/2"
4x8 D.F. #1
A
4
8'-0"
C
w/ CLEVIS EACH END
F/S2.6
8'-3 1/2"
-EAST UNIT-
45'-4 1/2"
H
SECOND AND THIRD
FLOOR FRAMING PLANS
-EAST-
S1
6
6
ST
ST
R
C
O
C
CS16 STRAP PER
F/S2.5 @ GRID J
AP
PLATE 1/4"x3"x4"
30'-0"
1
6'-8"
2'-3 1/2"
N
1/
1/
M
2
C
6
3/S1.3E
S1
LD
PLATE 1/4"x4"x6" w/
4- SDS 1/4"x3"
D/S2.4 TYP.
@ HD OVER
BEAM
13'-8 1/2"
2
G
6'-8 1/2"
4
x5
L
PS
3'-4"
1
5'-9 1/2"
4'-5"
N
M
LU
O
C
3 1/2x10 1/2 G.L.B.
TYPICAL
2x12 D.F.#1 @ 16"oc
G/S2.6
I
A/S2.3
AP
R
AP
N
W
O
J
2
8'-0"
4'-1 1/2"
C
C 2- 2x10
S1
6
ST
R
AP
E/S2.6
E/S2.6
HDR.
1/
1/
3 1/8x9 GLB
J
Shoreline, WA 98133
206-779-6850
AP
ST
R
6
S1
C
2x
6
PI
PE
N
M
O
LU
3"
X
XS
SL
2x
3
M 1/2
N
P
1/
LU
O
3
C
2- 2x8
R
AP
ST
6
C
S1
6'-8 1/2"
6'-8 1/2"
W10x15
3
D
5
U
x5
2
3
G/S2.6
D
LD
O
N
4
HDR.
H
LD
1/
2
1/ UM
L
3
O
C
O
W
2'-3 1/2"
I
C
2x12 D.F.#1 @ 16"oc
2- 2x8
5'-9 1/2"
4'-5"
4'-5"
I
TYPICAL
4'-1 1/2"
45'-4 1/2"
45'-4 1/2"
4'-1 1/2"
5'-9 1/2"
N
W
O
2'-3 1/2"
H
N
H
4
x5
F
L
PS
LU
O
W
U
H
5
O
LD
D
O
LD
O
5
U
D
G
L
PS
O
W
N
O
H
D
B/S2.3
N
G
O
H
O
D
5
U
D
3-
3 1/8x9 G.L.B.
LD
O
H
N
W
O
D
LD
F
E
H
H
D
N
W
N
D
5
U
D
LD
A/S2.5
H
O
H
O
W
N
W
O
D
5
U
F
D
AP
LD
3 1/8x9 G.L.B.
AP
R
ST
O
2x
6
R
6
H
3-
ST
S1
D
E
C
C
H
H
TYPICAL
3 1/2x9 G.L.B.
PE
R
F
O
O
PR
E
A/S2.4
B/S2.3
ST
M OPP./S2.1
K/S2.5
D
PO
2W4
M/S2.1
OPEN
FOR
STAIR/LANDING
4
W10x22
J
H
N
D
2
U
D
H
O
W
N
W
O
D
2
U
H
O
H
LD
D
R
ST
6
S1
C
6'-8"
HDR.
4x
N
N
HDR.
N
W
W
W
O
H
2x12 D.F.#1 @ 16"oc
C
H
.)
G
AR
IN
BE
AR
D
5
U
D
H
H
ST
PO
4x
4
AP
ST
S1
6
C
EE
L
ST
ED
N
1/
O 2x5
LU
M 1/4
N
1
AB .8E
O
VE
O
R
D
O
VE
LD
LI
O
D
D
5
H
5
U
D
U
LD
C
H
D
O
LD
H
5
O
S1
6
W6
E SIM./S2.4
3
5 1/8x9 G.L.B. CANTILEVER
H
H
O
U
IN
LD
2- 2x10
D
H
N
W
O
D
LD
O
H
E/S2.6
E/S2.6
U
C
D
6'-8 1/2"
H
O
PE
PI
M
N
S
XX
C
TYPICAL
D
H
x
R
x4
4
TE
.
A
.S
(W
.S
E
H
T
A
PL
D
O
3"
VE
8E
O
AB
1.
4
1/
O
LU
M
N
x5
1/
2
3
C
5
H
LINE OF
STRUCTURE ABOVE
16
3/
H
W4
R
2'-3 1/2"
A/S2.3
6'-8"
LD
2x12 D.F.#1 @ 16"oc
5'-9 1/2"
4'-5"
16
3/
x
2
1/
3 VE
x
2
1/ BO
3
A
S. MN
.
.S LU
H
O
C E OPP./S2.4
AP
B/S2.3
I
5
U
x6
D
LD
O
H
H
U
O
2
U
LD
D
D
W4
C
1
LU
4'-1 1/2"
45'-4 1/2"
32
W16x31
H
2- 2x10
D
HDR.
H
D
6
2x
C
6
S1
AP
W
O
11
U
D
O
H
LD
AP
W6
R
ST
W4
C
HDR.
N
W
6
S1
C
AP
R
H
O
ST
S1
ST
6
C
2
D
R
AP
AP
B
S1
H
N
N
W
O
D
11
U
D
O
H
H
H
5
3-
F
N
B/S2.3
C
W
O
6'-8"
D
M/S2.5
6
S1
W4
U
5 1/2x10 1/2 G.L.B.
E
5
LD
AP
K/S2.5
R
ST
C
U
D
OPEN
FOR
STAIR/LANDING
D
G
C
H
1
O
6
S1
W4
H
C
R
ST
1
C
S1
HDR.
B/S2.3
W4
C
4'-8 1/2"
S
ST
R
AP
C
6
S1
C
9'-2 1/2"
9'-2 1/2"
N
O
W
D
LD
O
HDR.
H
S
6
O
W
D
O
5
U
D
AP
R
T
2- 2x8
LD
D
H
TYPICAL
ST
48
M
ST
AP
5
U
H
6
S1
B
N
AP
R
AP
R
ST
48
M
ST
R
ST
2x12 D.F.#1 @ 16"oc
C
6
S1
AP
S
S1
C
W4
2- 2x10
6
S1
9'-2 1/2"
C
R
ST
6
AP
R
T
2x12 D.F.#1 @ 16"oc
B
HDR.
HDR.
2- 2x8
4'-8 1/2"
4'-8 1/2"
B
City of Kirkland
Reviewed by R Braun
A
03/11/2015
HDR. ACROSS C TO D
C
S1
S1
6
6
ST
ST
R
R
AP
AP
W
B/S2.3
AP
R
T
R
2W4
HDR.
A
O
D
LD
O
H
HDR.
HDR.
AP
ST
R
M
ST
48
ST
R
H
AP
48
5
U
D
R
M
ST
ST
2W4
CS16 STRAP
GRID 1 TO 3
48
4'-8 1/2"
ST
M
AP
N
A
8'-3 1/2"
AP
AP
ST
C
S1
6
8
T4
9 1/2"
R
R
ST
ST
S
M
9'-7"
AP
ST
R
48
M
ST
48
2W4
HDR.
3'-4"
2- 2x8
1
M
ST
2W4
HDR.
A
8'-0"
ST
R
R
M
ST
48
2W4
ST
A/S2.3
R
ST
M
ST
48
3/S1.2E
8'-3 1/2"
AP
9 1/2"
AP
9'-7"
AP
3'-4"
6
30'-0"
AP
8'-0"
5
332 4TH AVE
KIRKLAND, WA 98033
30'-0"
A/S2.3
2
TYPICAL
1
CANOPY FRAMING PLAN
1/2" = 1'-0"
2
THIRD FLOOR FRAMING PLAN
1/4" = 1'-0"
NOTES:
3.) BEAMS AT THIS LEVEL SHALL BE GL 3 1/8" x 9" U.N.O. UNLESS OTHERWISE NOTED.
WOOD POST
STEEL POST
1
03-10-15
CADD FILE:
15012
DATE:
01-25-15
DRAWN:
B. PATEL
CHECKED: C. BURT
S1.2E
1
3
2
4
PER
5
6
30'-0"
8'-0"
3'-4"
H.S.S. 4x8x3/16
PER
9'-7"
9 1/2"
NOTE:
NAILER NOT SHOWN
8'-3 1/2"
A/S1.3E
WELD STUDS @ 32"oc
9"
6"
MAX.
HDR.
PEEN THREADS
A
4'-8 1/2"
12
H.S.S. PER PLAN
HDR.
A
ARCH.
PER
A/S2.6
W4
H.S.S. PER PLAN
PLATE 1/4"x12"x0'-4"
4'-8 1/2"
PER
ARCH.
A/S2.6
DOUBLE NUT WHERE OCCURS
D/S2.6
PER
ARCH.
1
City of Kirkland
Reviewed by R Braun
03/11/2015
H.S.S TO PLATE
3/16
W4
HDR.
3 1/8x9 G.L.B.
HDR.
6'-8"
HDR.
N/S2.5
5'-9 1/2"
HDR.
4'-5"
E/S2.6
E/S2.6
2'-3 1/2"
HDR.
2
ELEVATION
1/2" = 1'-0"
H
6'-8 1/2"
2- 2x12
2- 2x12
5'-0" MIN.
H
HDR.
DROP H.S.S. 4x8x3/16
J
CS16 STRAP
3 1/8x9 G.L.B.
J
CS16 STRAP
CS16 STRAP
I
2W6
H/S2.6
WATERPROOF
MEMBRANE
PER ARCH.
B/S2.6
B/S1.3E
G
LEGEND:
H.S.S.
WHERE
OCCURS
STRUCTURAL WALL
3/4" STRUC-I PLYWOOD ON
JOISTS RIPPED TO DRAIN
PER ARCH. MIN 8 REMAIN.
8'-0"
3/4" = 1'-0"
I
HDR.
J/S2.6
D/S2.6
W10x12
DROP H.S.S. 4x8x3/16
FLAT OUTRIGGERS
BRACE ELEVATION THIS SHEET
HDR.
4'-5"
6'-8 1/2"
I
B
F
SECTION
13'-8 1/2"
8'-3 1/2"
Wx
ROOF FRAMING PLAN
-EAST-
5'-9 1/2"
D/S2.6 OPP.
2'-3 1/2"
H
H.S.S. PER PLAN
E
F
G
PLATE 1/4"x6" w/
B/S2.4
332 4TH AVE
KIRKLAND, WA 98033
4'-1 1/2"
4'-1 1/2"
3"
XX
C
BE OL S P
LO UM IPE
W N
D
-EAST UNIT-
H.S.S. PER PLAN
3 1/8x9 G.L.B.
D
45'-4 1/2"
K/S2.6
3/16
1
E
3/4" = 1'-0"
E/S2.5
HDR.
6'-8"
W6
SECTION
C
E/S2.5
K/S2.6
W4
2x6
OUTRIGGERS
@ 24"oc
SLOPE PER ARCH.
HDR.
9'-2 1/2"
C
W4
A
9'-2 1/2"
2x6
OUTRIGGERS
@ 24"oc
D/S2.6 OPP.
Shoreline, WA 98133
206-779-6850
B
45'-4 1/2"
B
PLYWOOD SHEAR WALL
PER
30'-0"
PER
REVISIONS:
1
2
4
5
6
WOOD BEAM PER PLAN
HDR
1
ROOF FRAMING PLAN
1/4" = 1'-0"
NOTES:
1.) TYPICAL ROOF FRAMING CONSISTS OF 5/8" PLYWOOD ON 2x WOOD RAFTERS
NAIL ALL SUPPORTED PANEL EDGES WITH 10d NAILS @ 6"oc & ALL
2.) TYPICAL ROOF RAFTERS SHALL BE SPACED @ 24"oc UNLESS OTHERWISE
NOTED.
3.) BEAMS AT THIS LEVEL SHALL BE GL 3 1/8 x 9
OTHERWISE NOTED.
4.) TYPICAL EXTERIOR WALL SHALL BE FRAMED WITH 2x6 DF STUDS @ 16"oc,
UNLESS OTHERWISE NOTED. TYPICAL INTERIOR WALLS SHALL BE FRAMED WITH
2x4 DF STUDS @ 16"oc UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL
DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO WALL THICKNESSSES.
5.) TYPICAL EXTERIOR WALL HEADERS SHALL BE FRAMED WITH (3) PLIES OF
2x10 DF #2, UNLESS OTHERWISE NOTED
HD
J
H.S.S. 4x8x3x3/16 BEAM PEEN THREADS @ ROD
1
PER PLAN NOTE 5.
03-10-15
H/S2.6
SIMPSON
HOLD DOWN ANCHOR
CADD FILE:
8'-0"
WOOD POST
15012
STEEL POST
1
2
DATE:
01-25-15
DRAWN:
B. PATEL
CHECKED: C. BURT
3
3RD FLOOR DECK FRAMING PLAN
1/2" = 1'-0"
S1.3E
JB212 HANGERS
2x6 @ 16"oc
2x6 @ 16"oc
SHEATHING NAIL
PER NOTES
2x BLKG. 4'-0"oc
4- 8d EACH BLK'G.
SHEAR WALL PER PLAN
SILL PLATE AND
A.B. PER S.W.
SCHEDULE
JB212 HANGERS
EDGE NAIL PER
S.W. SCHEDULE
2- #5 CONT.
SHEATHING PER PLAN
JB212 HANGERS
EDGE NAIL PER
S.W. SCHEDULE
STEM WALL PER C/S2.1
2- #5 CONT.
EQ.
EQ.
PER PLAN
EQ.
B
REINF. PER C/S2.1
EQ.
PER PLAN
3/4" = 1'-0"
P.T. SILL PLATE AND ANCHOR
BOLT PER S.W. SCHED.
EQ.
EQ.
PER PLAN
SECTION
3/4" = 1'-0"
C
EQ.
PER PLAN
SECTION
3/4" = 1'-0"
D
SECTION
3/4" = 1'-0"
DOUBLE STUDS
@ HOLD DOWN
NOTE:
SLAB NOT SHOWN
BLOCK @ BEAM LINE
SILL PLATE &
ANCHOR BOLT PER
S.W. SCHEDULE
SHEARWALL PER PLAN
ANCHOR PER SCHEDULE
SIMPSON ACE
GRADE VARIES
NOTE:
BALANCE OF INFO.
PER C/S2.1
POST PER PLAN
BEAM PER PLAN
P.T. POST PER PLAN
w/ BC4/PB44
P.T. PLATE
NOTE:
BALANCE OF INFO.
PER C/S2.1
#4 @ 12"oc TRANSVERSE
EQ.
EQ.
EQ.
PER PLAN
EQ.
PER PLAN
SECTION
3/4" = 1'-0"
F
PER PLAN
SECTION
3/4" = 1'-0"
G
PER PLAN
SECTION
3/4" = 1'-0"
H
SECTION
3/4" = 1'-0"
NOTE:
FLOOR ABOVE NOT
SHOWN
1/4
2" MIN. W16
TO PLATE
PLATE TO WALL
COLUMN PER PLAN
2'-0"
LINE OF CONCRETE WALL BEYOND
NEW 4" SLAB w/ 6x6
W1.4xW1.4 W.W.F. @
CENTERLINE
#4
PLATE 1/2"4"x0'-10" w/
EMBED 8"
@ 16"oc
3- #4
ASPHALT/CONCRETE
DRIVEWAY PER PLAN
@ TOP 8"oc
SLAB ON GRADE PER PLAN
W16 PER PLAN
18"
NON-SHRINK GROUT
CONCRETE STEM WALL
332 4TH AVE
KIRKLAND, WA 98033
SIMPSON HOLDOWN
SEE PLAN FOR TYPE
AND LOCATION
BEAM PER PLAN
2- #4
PLATE 1/2"x8"x0'-4"
4"
WELD #5 @ END
TO 1/2" PLATE
FOUNDATION SECTIONS
SHEAR WALL PER PLAN
E
City of Kirkland
Reviewed by R Braun
03/11/2015
2- #5 CONT.
EQ.
SECTION
JOIST PER PLAN
8" C.I.P. WALL w/
#5 VERT. @ 16"oc
@ CENTERLINE
#4 HORIZ. @ 12"oc
2- #5 CONT.
A
GRADE VARIES
GRADE VARIES
Shoreline, WA 98133
206-779-6850
GRADE VARIES
SLAB AND REINF.
PER PLAN
#5 @ 12"oc E.W.
NOTE:
BALANCE OF INFO.
PER C/S2.1
REVISIONS:
1- #5 TOP &
BOTTOM
1
03-10-15
CONTINUE BARS INTO FA
4" PERFORATED PVC
DRAINPIPE w/ HOLES
DOWNWARD SLOPE TO
STORM DRAIN BACKFILL
WITH FREE DRAINING
MATERIAL
8"
EQ.
EQ.
CADD FILE:
15012
PER PLAN
4'-0"
DATE:
01-25-15
DRAWN:
B. PATEL
CHECKED: C. BURT
J
SECTION
3/4" = 1'-0"
K
SECTION
3/4" = 1'-0"
L
SECTION
3/4" = 1'-0"
M
SECTION
3/4" = 1'-0"
S2.1
STUDS PER PLAN
MULTIPLE JOISTS
OR SOLID BLOCKING
SAME THICKNESS
AS POST ABOVE
MAXIMUM SPACING &
LOCATION PER
FOUNDATION PLAN
2- 2x STUDS @
END OF EACH
SHEAR WALL PER
SHEAR WALL
SCHEDULE
1/8" SAWN JOINT
C.I.P. CONC. WALL
SLAB PER PLAN
CONT. FTG.
HOLDOWN PER PLAN @
CENTERLINE OF STUD
w/ ALL-THREAD
EMBEDDED PER PLAN
TOP OF CONCRETE
REINFORCING PER PLAN
@ CENTERLINE SLAB
2x PRESSURE-TREATED
SILL PLATE
City of Kirkland
Reviewed by R Braun
03/11/2015
2
1
1'-6"
4- #5
Shoreline, WA 98133
206-779-6850
SHEATHING & NAILING
PER SHEAR WALL
SCHEDULE
1'-6"
TYPICAL HOLDDOWN DETAIL @ FOUNDATION AND FRAMED FLOOR
1.5 H
A
SECTION
B
3/4" = 1'-0"
SECTION
C
3/4" = 1'-0"
SECTION
3/4" = 1'-0"
CENTERLINE PLINTH & FOOTING
ANCHOR BOLT
(WITHIN 12" OF END OF PLATE)
PER SCHEDULE
PLYWOOD SHEATHING
2x STUD
HOLDOWN PER PLAN
REINF.
PER SCHED.
EDGE NAILING
ALTERNATE
CORNER BARS
TYPICAL HOLD DOWN @ CORNERS
MIN. 2- END STUDS,
FACE NAIL w/ 1/2 OF
S.W. EDGE NAILING,
STAGGERED
12"x12" C.I.P. PLINTH w/
4- #6 VERT. &
3- #3
TIES @ 1 1/2"oc TOP
& REMAINDER @ 4"oc
ADDITIONAL STUD
FOR SHEAR WALL
EDGE NAILING.
FACE NAIL SAME
AS EDGE NAILING.
[PER PLAN]
CORNER BARS TO
MATCH HORIZ.
REINF.
C.I.P. WALL
PER PLAN
SIMPSON STRAP PER PLAN
USE ALL SPECIFIED
FASTENERS PER SIMPSON
2- #5 @ CENTERLINE
OF PIER (OMIT AT
PIERS 12" WIDE OR
LESS)
CROSS WALL
PER PLAN
2- #5 TYP. @
OPENINGS EXTEND
BARS 2'-0" MIN.
BEYOND OPENING,
HOOK AS NECESSARY
CONCRETE WALL
WRAP AROUND #4 BAR
MIN. @ CORNER
PER WIDTH
332 4TH AVE
KIRKLAND, WA 98033
SIMPSON CBSQ POST BASE
#3
TIES @ 10"oc
(WHEN PIER WIDTH
EXCEEDS 24" USE
TYP. HORIZ. REINF.)
DOUBLE 2x OR 4x
1 1/2" MIN.
CORNER CONDITION @ C.I.P. WALL
F3.0 - 3'-0"x3'-0"x0'-11"
TYPICAL OPENING REINF. @ CONCRETE WALLS
D
SECTION
3/4" = 1'-0"
E
SECTION
3/4" = 1'-0"
F
SECTION
3/4" = 1'-0"
G
SECTION
3/4" = 1'-0"
NOTES:
1.) REINFORCING SHOWN IS MINIMUM. SEE PLANS, WALL ELEVATION FOR
ANY ADDITIONAL REQ'D. REINF.
2.) THIS DETAIL APPLES TO ALL WALL OPENINGS, UNLESS NOTED
OTHERWISE ON PLANS, ELEVATONS, OR DETAILS.
FOUNDATION SECTIONS
w/ 3- #5 E.W. BOT.
REVISIONS:
1
03-10-15
CADD FILE:
15012
DATE:
01-25-15
DRAWN:
B. PATEL
CHECKED: C. BURT
S2.2
16d @ 6"oc
SHEAR WALL SCHED. (DOUG FIR OR HEM-FIR LUMBER PER GEN. NOTES)
16d @ 6"oc
A35 @ 2'-0"oc
APA RATED SHEATHING (NOTES 1,2,4,12,13)
JOIST PER PLAN
EDGE NAILING
PER SHEAR WALL
SCHEDULE
2X WALL PLATE TO
BLOCKING / RIM
(NOTE 9)
SILL PLATE ATTACHMENT
FOUNDATION
5/8" DIA ANCHOR
SILL PLATE
BOLT SPACING
(NOTE 11)
(NOTES 10,15)
DOUG-FIR
SHEAR
CAPACITY
(PLF)
HEM-FIR
SHEAR
CAPACITY
(PLF)
APPLICATION
PANEL EDGE NAIL
SPACING (NOTES 4,5)
W6
ONE SIDE
0.131 X 2-1/2 @ 6" OC
2x
CLIP @ 20"oc
0.148 X 3-1/4 @ 6" oc
40"oc
2x
260
242
W4
ONE SIDE
0.131 X 2-1/2 @ 4" OC
2x
CLIP @ 14"oc
0.148 X 3-1/4 @ 4" oc
28"oc
2x
380
353
W3
ONE SIDE
0.131 X 2-1/2 @ 3" OC
2x
CLIP @ 11"oc
0.148 X 3-1/4 @ 3" oc
21"oc
2x
490
455
2W6
BOTH SIDES
0.131 X 2-1/2 @ 6" OC
3x
(2) CLIPS @ 20" oc
(2) CLIPS @ 20" oc
26"oc
3x
520
484
2W4
BOTH SIDES
0.131 X 2-1/2 @ 4" OC
3x
(2) CLIPS @ 14" oc
(2) CLIPS @ 14" oc
18"oc
3x
760
2W3
BOTH SIDES
0.131 X 2-1/2 @ 3" OC
STAGGERED
3x
(2) CLIPS @ 11" oc
(2) CLIPS @ 11" oc
12"oc
2x
980
2W2
BOTH SIDES
0.131 X 2-1/2 @ 2"
STAGGERED
3x
(3) CLIPS @ 12" oc
(3) CLIPS @ 12" oc
10"oc
3x
1280
JOIST PER PLAN
EDGE NAILING
PER SHEAR WALL
SCHEDULE
RIM JOIST/BLOCK
TO TOP PLATE
(NOTES 7,8)
STUD &
EDGE BLK'G
(NOTES 3,6,14)
MARK
City
of Kirkland
706
Reviewed by R Braun
912
03/11/2015
JOIST BLOCKING @ 48"oc
1190
SHEARWALL SCHEDULE NOTES:
2. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2X FRAMING
SHALL BE STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME
STUDS
10. WHERE PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM, OR
EQUAL. ATTACH PER DETAILS
Shoreline, WA 98133
206-779-6850
1. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR ENTIRE LENGTH SHOWN ON PLANS
11. IN SEISMIC DESIGN CATEGORY D, E, AND F, ANCHOR BOLTS SHALL BE PROVIDED WITH
3x3x1/4" PLATE WASHERS. EMBED ANCHOR BOLTS 7" INTO CONCRETE.
1
3. BLOCKING IS REQUIRED AT ALL PANEL EDGES.
5. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDDOWN POSTS. EDGE NAILING MAY ALSO BE
REQUIRED TO EACH STUD USED IN BUILT-UP HOLDDOWN POSTS. REFER TO THE HOLDDOWN
DETAILS FOR ADDITIONAL INFORMATION.
3/4" = 1'-0"
6. INTERMEDIATE FRAMING TO BE WITH 2X MINIMUM MEMBERS. FIELD NAILING SHALL BE AT 12"oc MAX.
7. USE 0.131 X 1 1/2" LONG NAILS TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131x2 1/2"
NAILS WHEN CLIPS ARE INSTALLED OVER SHEATHING.
8. FRAMING CLIPS ARE EITHER A35 OR LTP5, OR APPROVED EQUIVALENT
9. FOR ALL SLOTTED PLATE WASHERS ARE ACCEPTABLE SHEAR WALLS,
LOCATE THE PLATE WASHERS WITHIN 1/2" OF SHEAR PANEL SHEATHING.
1
2- TOP PLATE U.N.O.
TYPICAL EDGE NAILING,
SEE NOTES 3/8" MIN.
TO EDGE OF PLYWOOD
SHEET & SUPPORT
13. EDGE NAILS SHALL BE LOCATED 3/8" FROM PANEL EDGES.
1
14. 7/16" APA RATED SHEATHING (OSB) MAY BE USED IN LIEU OF 15/32" SHEATHING PROVIDED
THAT ALL STUDS ARE SPACED 16" OC AND ENGINEER OF RECORD HAS BEEN NOTIFIED IN WRITING
AND APPROVES.
15. WHERE WOOD SHEATHING IS APPLIED OVER GYPSUM WALL BOARD SHEATHING (GWB), CONTACT
ENGINEER OF RECORD FOR APPROVAL AND ALTERNATE FASTENING REQUIREMENTS.
16. AT ADJOINING PANEL EDGES, (2) 2X STUDS NAILED TOGETHER MAY BE USED IN LIEU OF A
SINGLE 3X STUD. DOUBLE 2X STUDS MAY BE CONNECTED TOGETHER WITH 3" NAILS OF THE SAME
SPACING AND DIAMETER AS THE PLATE NAILING.
17. CONTACT ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO
CAST-IN-PLACE ANCHOR BOLTS. TYPICALLY SET-XP ADHESIVE WILL BE ALLOWED AS AN ALTERNATE.
1
EDGE NAIL TO TOP PLATE
FLOOR/ROOF
JOIST PER PLAN
2x4 FLAT BLOCKING @
PLYWOOD EDGES,
PERPENDICULAR TO
FLOOR/ROOF JOIST WHERE
NOTED ON PLANS OR NOTES
FIELD NAIL
2x BLOCKING, EDGE
NAIL 3x WHEN NOTED
ON SCHEDULE.
SHEATHING PER
SCHEDULE
332 4TH AVE
KIRKLAND, WA 98033
3/4" = 1'-0"
B
SECTION
12. PRESSURE PRESERVATIVE TREATED STAINLESS OR MATERIAL CAN CAUSE EXCESSIVE CORROSION
AND DEGRADATION OF FASTENERS. PROVIDE HOT DIPPED GALVANIZED NAILS AND CONNECTOR
PLATES FOR ALL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED FRAMING MEMBERS.
A
SECTION
4. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS
INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE
BUILDING, CORRIDORS, WINDOWS, OR DOORWAYS OR AS DESIGNATED ON THE PLANS. SEE PLANS
FOR HOLDDOWN REQUIREMENTS. ALTERNATE WALLS DESIGNATED AS PERFORATED SHEARWALLS
REQUIRE SHEATHING ABOVE AND BELOW ALL OPENINGS.
NOTE:
NAILING TO BE 3/8" MIN.
TO EDGE OF SUPPORTS &
SHEETS
TYPICAL INTERMEDIATE
NAILING PER NOTES
SCHEDULES
NOTE:
ALL ENDS OF PLYWOOD SHEETS
TO SPLICE OVER CENTERLINE
JOISTS OR SUPPORTING
MEMBERS. BLOCK ALL PANELS
LESS THAN 12" IN WIDTH
STAGGER PLYWOOD JOINTS, SEE PLANS
2x SILL PLATE
HOLDDOWNS PER PLAN
FINISH FLOOR LINE
ANCHOR BOLTS
SEE SCHEDULE
TYPICAL FLOOR/ROOF SHEATHING
C
PLAN VIEW
1/2" = 1'-0"
NOTES:
1.) ANCHOR SHALL BE ASTM A307 HEADED ANCHOR BOLT, UNLESS NOTED OTHERWISE. CONNECT TO FOOTING PER XX / THIS SHEET
2.) WOOD MEMBERS (MIN) ABOVE AND BELOW WHERE OCCURS AT FLOOR LEVEL. DO NOT USE LAG BOLTS TO FASTEN HOLDOWNS TO WOOD MEMBERS.
3.) HOLDOWN SCHEDULE IS PROVIDED FOR GENERAL INSTALLATION INFORMATION. NOT ALL OF HARDWARE SCHEDULED IS REQUIRED SEE PLANS FOR HOLDOWN CALL-OUTS
AND LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION.
4.) QUANTITY OF NAILS FOR STRAPS ARE EVENLY DIVIDED BETWEEN ENDS OF STRAPS ABOVE AND BELOW THE DEPTH OF THE FLOOR SYSTEM, SEE M/S2.4.
USE 16d COMMON NAILS, U.N.O.
5.) IF SHEAR WALL REQUIRES 3x STUDS, USE 3x INSTEAD OF 2x.
6.) PHDX ANCHORS REQUIRE SIMPSON SDS 1/4x3 WOOD SCREWS.
7.) SEE DETAILS F/S2.2 AND J/S2.2 FOR INSTALLATION.
REVISIONS:
1
03-10-15
TYPICAL WALL FRAMING
D
CADD FILE:
SECTION
15012
3/4" = 1'-0"
DATE:
01-25-15
DRAWN:
B. PATEL
CHECKED: C. BURT
S2.3
Special Inspection Required for welding
1
PER PLAN
4x BLOCKING FULL DEPTH
w/ U410 HANGERS
2x PLATE
PER ARCH.
TRIPLE 2x
BLOCKING OVER
RIM OR BLOCKING
NOTE:
BEAMS CAN BE DROPPED
OR FLUSH PER ARCH.
THIS LOCATION
COLUMN PER ARCH.
A35
PLATE 3/16"x4"
HD PER PLAN
POST PER PLAN
2x NAILER
1
BEAM PER PLAN
KERF FOR WT FIT
PER ARCH.
1/4" STIFFENER PLATE
3/16
PLATE 3/8"x12"x6" w/
3/16
ANCHOR
TO
BEAM
POST PER PLAN
AND SCHEDULE
H.S.S. COLUMN
PER PLAN
City of Kirkland
Reviewed by R Braun
03/11/2015
1
2x NAILER w/
NAILER
3/16
BASE PLATE 4"x0'-10"
3/16
1
2ND FLOOR
2- MST48
ACROSS RUN
1
WT6x8 x 0'-6" w/
3/16
1
BEAM PER PLAN
BLOCKING BEYOND
A
SECTION
B
3/4" = 1'-0"
4x3 1/2x1/4x1'-0" L.L.V. w/
3 SIMPSON 1/4"x3" SDS
EACH SIDE OF BEAM
SECTION
C
3/4" = 1'-0"
SECTION
3/4" = 1'-0"
JOIST PER PLAN
PLATE 1/2"x6"x0'-7" w/
BEAM PER PLAN
3/16
D
E
3/4" = 1'-0"
BEAM PER PLAN
FILL WEB FULL WIDTH
w/ SOLID BLOCKING
THROUGH BOLT w/
1
H.S.S. COLUMN
PER PLAN
SECTION
Shoreline, WA 98133
206-779-6850
1/4" STIFF. PLATE
SECTION
3/4" = 1'-0"
BEAM PER PLAN.
PERPENDICULAR NOT
SHOWN FOR CLARITY
FULL HEIGHT
STUD, TYP.
2- 2x BEARING
STUDS, TYP. U.N.O.
SEE PLANS
STUDS TO MATCH
BEAM WIDTH
NAIL STUD TOGETHER
w/16d @ 12"oc TYP.
3- 16d
THRU WALL
KING STUD
SIMPSON ACE POST
CAP EA. SIDE
POST PER PLAN
KING STUD
WHERE WALL
IS PARALLEL
TO BEAM
2- STUDS AT EACH
HOLDDOWN MIN., SEE
PLAN FOR FOR
ADDITIONAL POSTS
AND TYPICAL POSTS
UNDER BEAM
STUDS TO MATCH
BM WIDTH (MIN. 2)
U.N.O. ON PLANS
2x SILL PLATE SEE
PLANS & SHEARWALL
SCHEDULE
WINDOW SILL
CROSS WALL PLAN
SIMPSON AC/ACE
MIN. EACH SIDE
PERPENDICULAR
PARALLEL
CORNER PLAN
TYPICAL BEAM TO WALL
TYPICAL WALL INTERSECTION
F
SECTION
TYPICAL STUD FRAMING DETAIL @ OPENING
G
3/4" = 1'-0"
BEAM TO WOOD POST CONNECTION
SECTION
H
3/4" = 1'-0"
J
SECTION
SECTION
3/4" = 1'-0"
3/4" = 1'-0"
8- 16d NAILS EA. SIDE OF SPLICE
(NO BOT. SPLICE IN THIS AREA)
16d @ 12"oc
STAGGER TYP.
4'-0"
4'-0"
MIN.
MIN.
NOTCH PLYWOOD
AS REQ'D FOR
STRAP
STAGGER TOP PLATE
4'-0" MIN. TYPICAL
NOTE:
AT ALL EXTERIOR WALLS
USE 20d FOR 3x PLATE
TYPICAL STUDS PER
PLAN/DETAIL
HEADER
PER PLAN
2x6 STUDS @ 16"oc
ABOVE AND BELOW
SEE PLAN
16d @ 12"oc
STAGGER TYP.
PLAN
16d NAILS SEE
SHEAR WALL SCHED.
FOR SPACING
TYPICAL SINGLE
TRIMMER STUD.
MULTIPLE TRIMMER
STUDS WHERE
REQUIRED PER
PLAN OR PER
NOTES/SPECIFIC
DETAIL
TOP PLATE SPLICE
AT STUD CENTERLINE, TYP.
BOTTOM PLATE SPLICE
AT STUD CENTERLINE, TYP.
STRAP & NAILING
PER PLANS &
HOLDDOWN SCHED.
MULTIPLE JOISTS OR
SOLID BLOCKING
SAME THICKNESS AS
STUD OR POST
2- 2x TOP
PLATES
2x6 STUDS
2x4 PLATE
2x6 PLATE
2- 2x HEADER
HEADER PER PLAN, U.N.O.
REVISIONS:
1/2" PLYWOOD
FILLER
PROVIDE DOUBLE STUDS
OR POST AT STRAP
LOCATIONS, SEE SCHED.
SINGLE FULL HEIGHT KING
STUD. MULTIPLE KING STUDS
WHERE REQ'D. PER PLAN
2x4 STUDS
2x PLATE
2- 16d EA SIDE OF
BOTTOM PLATE SPLICE
3- 16d
332 4TH AVE
KIRKLAND, WA 98033
CROSS WALL
BEAM PER PLAN
EDGE NAILING
PER SHEARWALL
SCHEDULE, TYP.
EXTRA STUDS AS
SHOWN, SEE PLAN
FOR ADDITIONAL
POSTS AND TYPICAL
POSTS UNDER BM.
BEAM PER PLAN
3 1/2"
1/2" PLYWOOD FILLER, TYP.
5
1
03-10-15
CADD FILE:
15012
TYPICAL HEADER SUPPORT DETAIL
ELEVATION STUD WALL TOP PLATE SPLICE
K
SECTION
3/4" = 1'-0"
L
SECTION
3/4" = 1'-0"
TYPICAL FLOOR TO FLOOR HOLD DOWN STRAP
M
SECTION
3/4" = 1'-0"
TYPICAL HEADER SECTIONS
N
DATE:
01-25-15
DRAWN:
B. PATEL
CHECKED: C. BURT
SECTION
3/4" = 1'-0"
S2.4
4x POST @
8'-0"oc MAX.
RAILING BY
OTHERS
8d @ 6"oc
2x BLKG. CONT.
DECKING PER PLAN
SIMPSON DTT2Z
SIMPSON A35
JOIST PER PLAN
POST PER PLAN
2x6 FLAT
RAILING, TYP.
SIMPSON
A35
H2A EA. SIDE TYP.
CANTILEVER WALL CONNECTION
SECTION
B
3/4" = 1'-0"
RAILING ANCHORAGE
SECTION
C
3/4" = 1'-0"
SECTION
D
3/4" = 1'-0"
2x6 STUDS @ 16"oc
2x12 RIM JOIST
w/ FULL DEPTH
BLOCKING AT INSIDE
NOTCH PLYWOOD
AS REQ'D.
FOR STRAP
SIMPSON STRAP PER
PLAN CENTER
AT END OF BEAM
BEAM TO JOIST CONNECTION
SECTION
E
3/4" = 1'-0"
2x6 STUDS @ 16"oc
16d NAILS SEE
SHEAR WALL SCHED.
FOR SPACING
NOTCH PLYWOOD
AS REQ'D.
FOR STRAP
2x PLATE
16d NAILS SEE
SHEAR WALL SCHED
FOR SPACING
SECTION
3/4" = 1'-0"
SHEARWALL PER PLAN
PLYWOOD SHEATHING
ANCHOR BOLT
(WITHIN 12" OF END OF PLATE)
PER SCHEDULE
HOLD DOWN
PER PLAN
2x STUD
DOUBLE 2x OR 4x
.
STRAP & NAILING
PER PLANS &
HOLDOWN SCHED.
SOLID BLOCKING
SAME THICKNESS AS
STUD OR POST
STRAP & NAILING
PER PLANS &
HOLDOWN SCHED.
DRAG STRAP DETAIL
F
TYPICAL FLOOR FLUSH BEAM HOLD DOWN STRAP
SECTION
3/4" = 1'-0"
G
BEAM PER PLAN
COUNTERSINK
BOLT/WASHER
EDGE NAILING
HOLDOWN PER PLAN
BEAM PER PLAN
WRAP STRAP UNDER
BEAM NECESSARY
CENTERLINE
BOLT BEAM
TYPICAL FLOOR FLUSH BEAM HOLD DOWN STRAP
SECTION
H
3/4" = 1'-0"
SECTION
TYPICAL HOLDOWN @ CORNERS (PLAN)
J
3/4" = 1'-0"
BEAM PER PLAN
SECTION
3/4" = 1'-0"
1 1/2"
2- ROWS OF 10d @ 6"oc,
DRIVE ADJACENT NAILS
FROM OPP. SIDE
CENTERLINE OF NAILS
SIMP. U212 HANGER,
U212-2 AT DBL. HDR.
LANDING JOIST OR
FLOOR JOIST
2- 2x6 BUILT-UP POST
PIPE COLUMN PLAN
11/2" LSL
STRINGER
1 1/2"
PLATE 1/4"x6"x6" EACH SIDE
3/16
2 1/2"
2- 2x8 HEADER
BEAM PER PLAN
1
EACH
PLATE
SIMP. 'U' HANGER
3/16
NOTE:
USE IN LIEU OF
SINGLE 3x AT PANEL
EDGES, TYPICAL
LANDING JOIST OR
FLOOR JOIST
REVISIONS:
CAP PLATE 1/4"x4"x4"
BEAM PER PLAN
3/16
BUILD-UP STUD AT SHEAR WALL
STRINGER
2- 2x8
Shoreline, WA 98133
206-779-6850
STUD WALL SEE PLAN
AND SHEARWALL
SCHEDULE
HEADER PER PLAN
POST PER PLAN
A
JOIST PER PLAN w/
SIMPSON 'U' FACE
HANGER OR SIMPSON 'JB'
OR FLANGE HANGER
BEAM PER PLAN
332 4TH AVE
KIRKLAND, WA 98033
2x6 CEDAR NAILER w/ 16d
@ 6"oc TYP. @ DECKING
BLOCKING @ 24"oc
w/ LU HANGERS
JOIST PER PLAN
CANTILEVERED
BEAM PER PLAN
City of Kirkland
Reviewed by R Braun
03/11/2015
COLUMN PER PLAN
1
03-10-15
NOTE:
RAFTERS NOT SHOWN
SIMP. U212 HANGER,
U212-2 AT DBL.
CADD FILE:
15012
K
SECTION
3/4" = 1'-0"
L
SECTION
3/4" = 1'-0"
M
SECTION
3/4" = 1'-0"
N
SECTION
1
DATE:
01-25-15
DRAWN:
B. PATEL
CHECKED: C. BURT
3/4" = 1'-0"
S2.5
1
2x FULL DEPTH BLOCKING
2x NAILER x FULL
WIDTH OF BEAM w/
DOUBLE 2x6 TOP PLATE.
STAGGER SPLICES 4'-0"
TYPICAL
4" LAP NAIL 3- 10d TYP.
PLYWOOD PER PLAN
COUNTER SINK
2x6 (MIN) OUTRIGGERS
@ 24"oc
BLOCKING
NOTCH FOR FULL BEARING
BLOCKING FULL
WIDTH OF WEB @ W16
SHEATHING PER PLAN
SPLICE RAFTERS
FASCIA & SOFFIT
DETAIL PER ARCH.
SIMPSON H2.5, TYP.
2x VENTED BLK'G.
*
BUILT-UP HEADER.
LOCATE/ELEVATE
AS REQ'D.
*
JOISTS PER PLAN
SIMP. LTP4 SPACING
PER WALL SCHEDULE
SIMPSON U HANGER
BEAM PER PLAN
NOTE:
BALANCE PER A/S2.6
RAFTER PER PLAN
H2.5 TYP.
* = 10d @ 6"oc
City of Kirkland
Reviewed by R Braun
JOIST PER PLAN
JB212 TOP FLANGE 03/11/2015
HANGER, TYPICAL USE
ALL NAILS TO ROOF
NAILER
Shoreline, WA 98133
206-779-6850
PLYWOOD PER
SHEAR WALL SCHED.
CONT. UP TO BOT.
OF OUTRIGGERS
* = 10d @ 6"oc
B
3/4" = 1'-0"
C
SECTION
3/4" = 1'-0"
D
SECTION
3/4" = 1'-0"
E
SECTION
3/4" = 1'-0"
1
PLATE 1/4"x4"x8" w/
INTO CORNER POST
3/16
2x NAILER
BLOCKING @ BEARING
LET IN FLAT
2x OUTLOOKER
PLATE 3/16"x4"x12" w/
8- SDS 1/4"x4" SCREWS
TO STUD
H.S.S. PER PLAN
BLOCKING
NAILER
JOIST PER PLAN
BEAM PER PLAN
ROD w/ CLEVIS
H.S.S. PER PLAN
H.S.S. PER PLAN
SHEARWALL PER PLAN
H.S.S. TO H.S.S.
3/16
PLATE 3/16x3"x4" w/
1
H.S.S. BEYOND
PSL POST PER PLAN
332 4TH AVE
KIRKLAND, WA 98033
3/4" = 1'-0"
SECTION
A
SECTION
BEAM PER PLAN
F
PLATE 1/4"x8" w/
4- SDS 1/4"x3"
SCREWS TO 4x BEAM
SECTION
3/4" = 1'-0"
G
SECTION
3/4" = 1'-0"
H
SECTION
3/4" = 1'-0"
J
SECTION
3/4" = 1'-0"
K
SECTION
3/4" = 1'-0"
ROOF FRAMING SECTIONS
SIDE OF FRONT
REVISIONS:
1
03-10-15
CADD FILE:
15012
DATE:
01-25-15
DRAWN:
B. PATEL
CHECKED: C. BURT
S2.6
JGM
LEGEND
TREE #204
REAR SETBACK
5' - 0"
30' - 0"
5' - 0"
TREE # 2
TREE # 3
REAR PATIO
63 SF
LANDSCAPE ARCHITECTURE
URBAN DESIGN
SITE PLANNING
PARKS AND
RECREATION PLANNING
12610 NE 104TH ST.
KIRKLAND WA 98033
PH: 425.454.5723
FX: 425.822.3525
E-: jgm@jgm-inc.com
City of Kirkland
Reviewed by R Braun
03/11/2015
120.00'
10' - 0"
REAR PATIO
63 SF
112' - 0"
TREE # 1
111' - 0"
N 89'47'36"E
"
PROPERTY LOT LINE
110' - 0
"
TREE #205
109' - 0"
108' - 0"
0
107' -
0"
106' -
105' - 0"
104' - 0"
-0
"
0"
"
"
103' - 0"
10
2'
-0
'0
101 ' -
10
0
99
'
98' - 0"
97' - 0"
LOCALIZED FILL MAY BE
REQ'D AS PART OF THE
INFILTRATION TRENCH
INSTALLATION IN ORDER
TO MAINTAIN MIN. COVER
OVER THE 6" DIAMTER
TRENCH OVERFLOW PIPE.
PER CIVIL DRAWINGS
INCORPORATED P.S.
REAR PATIO
63 SF
TREE #106
LOT 9
F.F.E. 100.12'
F.F.E. 104.29'
F.F.E. 107.27
CONCRETE
WALKWAY
82 SF
TREE # 4
N00'36'24"W
TREE #202
COVERED
FRONT ENTRY
87 SF
107.15
CONCRETE
WALKWAY
82 SF
TREE #201
TREE #104
2.0 %
2.0 %
BOTTOM
EL=93.0
5' - 0"
106.68
TREE # 7
110.38
WATER METER TYP.
PER CIVIL DRAWINGS
PROPERTY LOT LINE
BOTTOM
EL=96.0
110.27
110.40
111' -
0"
0"
112' - 0"
110' -
"
0"
'-0
109
DRY WELL
OVERFLOW CATCH
BASIN 6" SD IE=101.0
PER CIVIL DRAWINGS
108' -
"
'-0
107
- 0"
106' 0"
105'
"
0"
'-0
104
103' -
"
102' - 0
101' - 0"
DRY WELL
DRY WELL
OVERFLOW CATCH
BASIN 6" SD IE=98.0
PER CIVIL
DRAWINGS
2.0 %
102.98
120.00'
106.56
2.0 %
2.0 %
BOTTOM
EL=91.7
3 SISTERS LLC
TREE # 6
106.66
102.85
TREE #105
DRIVEWAY 394 SF
TREE # 5
2.0 %
5' - 0"
CONCRETE
WALKWAY
82 SF
DRIVEWAY 394 SF
102.96
STUB TO
ROOF,
DRIVEWAY
AND FOOTING
DRAINAGE
(TYP)
PER CIVIL
DRAWINGS
104.16
107.18
5' - 0"
14.9 %
DRIVEWAY 394 SF
5' - 0"
11.5 %
21' - 8 3/4"
13.5 %
5' - 0"
2.0
5' - 0"
4" SD
IE=97.0
PER CIVIL
5' - 0"
DRAWINGS
COVERED
FRONT ENTRY
87 SF
TREE #102
104.19
4" SD
IE=100.0
PER CIVIL
DRAWINGS
2.0
PROPERTY LOT LINE
PROPERTY LOT LINE
4" SD
COVERED
IE=95.7
PER CIVIL FRONT ENTRY
DRAWINGS 87 SF
FRONT SETBACK
20' - 0"
TREE #103
LINE OF
GARAGE
112' - 0"
LINE OF
GARAGE
111' - 0"
5' - 0"
110' - 0"
LINE OF FRONT
SETBACK FROM
PROPERTY LINE
LINE OF
GARAGE
HOUSE FOOTPRINT
1244 SF
109' - 0"
TREE #101
80.00'
LOT 8
PROPERTY LOT LINE
LOT 7
PROPERTY LOT LINE
80.00'
TREE #203
RELOCATE EX.
WATER METER
AS REQUIRED
PER CIVIL
NOTES
L1.0
City of Kirkland
Reviewed by R Braun
03/11/2015
City of Kirkland
Reviewed by R Braun
03/11/2015
City of Kirkland
Reviewed by R Braun
03/11/2015
City of Kirkland
Reviewed by R Braun
03/11/2015
City of Kirkland
Reviewed by R Braun
03/11/2015
City of Kirkland
Reviewed by R Braun
03/11/2015
City of Kirkland
Reviewed by R Braun
03/11/2015
City of Kirkland
Reviewed by R Braun
03/11/2015

a0.0 328 4th ave s, kirkland, wa 98033 east unit

Transcription

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