HomeMy WebLinkAbout7230 HAWKSVIEW DR_BLD1166_2026 RESIDENTIAL PERMIT APPLICATION
Department of Community & Economic Development
+�lIINV City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551
THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE,
ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BYTWO(2)SETS
OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST
ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING
VERIFICATION MAY BE SUBMITTED PRIOR.
Project Address:
7230 Hawksview Drive Plat: Gleneagle
Single-family ❑ Duplex ❑ Townhouse ❑ Addition I] Accessory structure
Proposed Area: 1S' Floor: 1829 2nd Floor: Garage: � Total SF:
Describe Proposal (include cross street):
Single Family Residence in Gleneagle.
Valuation: 350000
Owner:Tapert Homes
PO Box 2280 Snohomish WA 98291
Address: City: State: Zip Code:
Phone: 425-330-9155 Email: mark@corstonellc.com
Applicant:Tapert Homes
PO Box 2280 Snohomish WA 98291
Address: City: State: Zip Code:
Phone:
425-330-9155 Email:mark@corstonellc.com
Contractor: Corstone Contractors
PO Box 2280 Snohomish WA 98291
Address: _ City: State: Zip Code:
Phone:
425-330-9155 Email: mark@corstonellc.com
Contact Person: Mark Tapert License Number:corstc19841 Expiration. 5-9-18
Received
OCT 10 2016
r" (
6/16LP Page 7 of 3
RESIDENTIAL PERMIT APPLICATION
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551
Plumbing Section (continue filling out if plumbing is involved)
(Check all that apply and indicate the number of fixtures proposed)
Bath/Shower Combo (4.0) x 1 l5 Sink (1.5) x 4
Shower (2.0) x 1 14 Lavatory (1.0) x 2
C Clothes Washer (4.0) x 1 Qj Water Closet (2.5) x 2
Dishwasher (1.5) x 1 lj Water Heater x 1
Hose Bibb (2.5) x 2 Water Heater Model #
❑ Other (list) x
Plumbing Section Continued
Proposed Water Piping Size. 1/2 Proposed DWV Material: abs
Proposed Piping Material: PEX/Copper Proposed DWV Size: 2"
• All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019
• All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV)
6/16LP Page 2 of
RESIDENTIAL PERMIT APPLICATION
Department of Community & Economic Development
�i SO City of Arlington• 18204 59th Ave NE • Arlington,WA 98223 • Phone(360)403-3551
JN ''
Mechanical Section (continue filling out if mechanical equipment is involved)
Select proposed appliances:
lid 0
Furnace (80+) Model# eem AFUE 95/o
❑ Heat Pump Model# SEER HSPE
❑ AC Unit Model # SEER
❑ Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping
❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System
Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank
❑ Freestanding Stove ❑ Gas Piping ❑ Other
Gas Piping Information
Not Applicable: ❑
Cast
Pipe Material: Pipe Size: 1 Total BTU's of all Appliances:320K
Distance from Meter to Furthest Appliance: 50'
• New gas piping requires a pressure test to hooking to any appliance
• Sediment traps (drips) are required on all gas lines
• Gas lines are required to be supported/secured every 6 to 8 feet
• Proper combustion air and venting required for all appliances
• A shut-off is requir th #ie>gees
7
A
to
Applicant Sin r pp g atu a Date:
�r�
Print Applicants Name: Gt„Di',�
6/16LP Page 3 of 3
UTY OF ARLINGTON
"f 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223
PHONE; (360) 403-3551
BUILDING PERMIT
Address:7230 Hawksview Drive Permit#•1166
Parcel#:00898300000900 Valuation:350000.00
OWNER APPLICANT CONTRACTOR
Name:VINE STREET INVESTORS LLC Name:Tapert Homes Name:Corstone Contractors,LLC
Address:PO BOX 430 Address:P.O.Box 2280 Address:PO Box 2280
City,State Zip:ARLINGTON,WA 98223 City,State Zip:Snohomish,WA 98291 City,State Zip:Snohomish,WA 98291
Phone: Phone:425-330-9155 Phone:360-862-8316
MEC EI A N I CAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Single Family Residence CODE YEAR: 2015
STORIES: I CONST.TYPE:
DWELLING UNITS: I OCC GROUP:
BUILDINGS: 1 OCC LOAD:
PERMIT APPROVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED
THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
IT IS UNLA L TO USE OR OCCUPY A BUI G OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL
OR A CERTIFI AT OFqCCUPANCY H EN GRANTED. IBC110/IRC110.
A r lacing to construction and construction materials in the City of Arlington must be reported on your sales tax return
form of I' 3101.
i
Signa re % Print Name Date Released By D e
CONDITIONS
Adhere to approved plans - see redlined plans for additional requirements. Existing (buried) Tail Piece will
need to be located at the back of sidewalk. There should be an existing fitting to use for point of connection.
System has been pressure tested to this point do not remove.
THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
PERMIT FEES
Date Description Fee Amount
12/1/2016 Building Permit Fee $3,326.69
12/1/2016 Building Plan Review Fee $2,162.35
12/1/2016 Furnace $25.00
12/1/2016 Gas Outlets Base Fee 1 to 5 $10.00
12/1/2016 Miscellaneous $25.00
12/1/2016 Plumbing Permit Fee(Ente re Fee) $156.00
12/1/2016 State Building Cod charge Fee $4.50
12/1/2016 VVe $60.00
12/1/2016 er $25.00
Total Due: $5,794.54
Total Payment: $0.00
�1 J Balance Due: $5,794.54
CALL FOR INSPECTIONS v V
BUILDING(360)403-3417
f
When,ailing for an inspection please leave the following into. nation:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
EMERALD HOME DESIGN BUILDER: CORSTONE CONTRACTORS
PROJECT: GLENEAGLE LOT 9
www.emeraldplans.com
www. d lans.com DATE- 7 13 2016
CORSTONE CONTRACTORS
PROPOSED SINGLE FAMILY RESIDENCE
AT GLENEAGLE GOLF COMMUNITY
SITE ADDRESS:
ARLINGTON, WA
SNOHOMISH COUNTY
PARCEL#
CONCRETE ° A'
LOT COVERAGE DRIVEWAY Iv
LOT AREA= 7053 SQ. FT.
BUILDING AREA= 2467
PERCENT= 34.98
IMPERVIOUS SURFACE AREA
BUILDING AREA 2467 Lop. PLAN 1829
DRIVEWAY 848 =-�s
TOTAL 3315
r L�
acy
ro moo.
a�
Qa�;2E
RUNOFF TO BE HANDLED BY DOWNSPOUTS TO DRAIN PIPES AND
DIRECTED UNDERGROUND TO DRAINAGE AT FRONT OF PROPERTY.
SCALE 1 IN = 20 FT
UTY OF ARLIAGTON
238 N. OLYMPIC AVE -ARLINGTON,WA. 98223
PHONE; (360) 403-3551
BUILDING PERMIT
Address:7230 Hawksview Drive Permit#: 1166
Parcel#:00898300000900 Valuation:350000.00
OWNER APPLICANT CONTRACTOR
Name:VINE STREET INVESTORS LLC Name:Tapert Homes Name:Corstone Contractors,LLC
Address:PO BOX 430 Address:P.O.Box 2280 Address:PO Box 2280
City,State Zip:ARLINGTON,WA 98223 City,State Zip:Snohomish,WA 98291 City,State Zip:Snohomish,WA 98291
Phone: Phone:425-330-9155 Phone:360-862-8316
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
Name: Name:
Address: Address:
City,State,Zip: City,State,Zip:
Phone: Phone:
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: Single Family Residence CODE YEAR: 2015
STORIES: I CONST.TYPE:
DWELLING UNITS: I OCC GROUP:
BUILDINGS: 1 OCC LOAD:
PERMIT APPROVAL
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED
THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
ITISUNLA15L TO USE OR OCCUPY A BUI )ING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL
OR A CERTIFYAT OF 11CCUP:INCY iI EN GRANTED. IBC110/IRC110.
ALES r lating to construction and construction materials in the City of Arlington must be reported on your sales tax return
forma of li g uy'�t3I, I.
fl
Signature Print Name Date Released By el D e
CONDITIONS
Adhere to approved plans - see redlined plans for additional requirements. Existing(buried) Tail Piece will
need to be located at the back of sidewalk. There should be an existing fitting to use for point of connection.
System has been pressure tested to this point do not remove.
THIS PERMIT AUTHORIZE ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
PERMIT FEES
Date Description Fee Amount
12/1/2016 Building Permit Fee $3,326.69
12/1/2016 Building Plan Review Fee $2,162.35
12/1/2016 Furnace $25.00
12/1/2016 Gas Outlets Base Fee 1 to 5 $10.00
12/1/2016 Miscellaneous $25.00
12/1l2016 Plumbing Permit Fee(Ent urxt` a Fee) $156.00
1211/2016 State Building Cod charge Fee $4.50
12/1/2016 VVe $60.00
12/1/2016 er $25.00
Total Due: $5,794.54
Total Payment: $0.00
Balance Due: $5,794.54
CALL FOR INSPECTIONS
BUILDING(360)403-3417
When.ailing for an inspection please leave the following int'—dation:
Permit Number,'I)rpe of Inspection being requested,and whether you prefer morning or afternoon
J
Permit Information
Date 10/11/2016
Permit Number 1166
Project Name Tapert
Applicant Name Tapert Homes
Applicant Address P.O.Box 2280
City, State, Zip Snohomish,WA 98291
Contact Mark Tapert
Phone 425-330-9155
Email mark@corstonellc.com
Permit Type Single Family Residence
Site Address 7230 Hawksview Drive
Valuation 350000.00
Status Applied
Permit Issued
Permit Expires
Square Feet 0
Type of Construction/Occupancy Load R3/VB
Number of Stories 1
Proposed Use New SFR
Assigned To Launa Peterson
Property I • • Owner Information
Parcel#:00898300000900 VINE STREET INVESTORS LLC
VINE STREET INVESTORS LLC PO BOX 430
7230 HAWKSVIEW DR ARLINGTON,WA98223
Contractors
ContactContractor Name Primary .ne Ema License License#
il Contractor Type
orstone Contractors,LLC 1 P60-862-8316 hark@corstonellc.com ICONTRACTOR PLabor&Industries ICORSTCL984KZ
Review
Date ype Description Target Date Completed Date Assigned To Status i
1 011 1/20 1 6 residential Dwelling 10/25/2016 Kevin Olander In Review
Uploaded FileUpload File
Date File Uploaded By
10/11/2016 9:53:49 AM 11166 Site plan.Of Peterson,Launa h.
RESIDENTIAL PERMIT APPLICATION
Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551
THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE,
ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BYTWO(2)SETS
OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST
ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING
VERIFICATION MAY BE SUBMITTED PRIOR.
Project Address:
7230 Hawksview Drive Plat: Gleneagle
J3 Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure
Proposed Area: 111 Floor: 1829 2nd Floor: Garage: Total SF:
Describe Proposal (include cross street):
Single Family Residence in Gleneagle.
Valuation: 350000
Owner:Tapert Homes
PO Box 2280 Snohomish WA 98291
Address: City: State: Zip Code:
Phone: 425-330-9155 Email: mark@corstonellc.com
Applicant:Tapert Homes
PO Box 2280 Snohomish WA 98291
Address: City: . _ State: Zip Code:
Phone:
425-330-9155 Email:mark@corstonellc.com
Corstone Contractors
Contractor:
PO Box 2280 Snohomish WA 98291
Address: City: State: Zip Code:
Phone:
425-330-9155 Email: mark@corstonellc.com
Contact Person: Mark Tapert License Number:corstc19841 Expiration: 5 9 18 -
Received
OCT 10 2016 I^
(D
6/16LP Page 1 of 3�
f
�i4,V
I�
44t, RESIDENTIAL PERMIT APPLICATION
s Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551
Plumbing Section (continue filling out if plumbing is involved)
(Check all that apply and indicate the number of fixtures proposed)
Bath/Shower Combo (4.0) x 1 l6 Sink (1.5) x 4
Shower (2.0) x 1 Lavatory (1.0) x 2
I� Clothes Washer (4.0) x 1 C`'j Water Closet(2.5) x 2
Dishwasher (1.5) x 1 Water Heater x 1
Hose Bibb (2.5) x 2 Water Heater Model #
❑ Other (list) x
Plumbing Section Continued
Proposed Water Piping Size: 1/2 Proposed DWV Material: abs
Proposed Piping Material: PEX/Copper Proposed DWV Size: 2"
• All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019
• All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV)
6/16LP Page 2 of 3
RESIDENTIAL PERMIT APPLICATION
® Department of Community & Economic Development
City of Arlington• 18204 59th Ave NE • Arlington,WA 98223 • Phone(360)403-3551
Mechanical Section (continue filling out if mechanical equipment is involved)
Select proposed appliances:
0
�. Furnace (80+) Model# eem AFUE 95/o
❑ Heat Pump Model# SEER HSPE
❑ AC Unit Model # SEER
❑ Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping
❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System
Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank
❑ Freestanding Stove ❑ Gas Piping ❑ Other
Gas Piping Information
Not Applicable: ❑
Cast
Pipe Material: Pipe Size: 1„ Total BTU's of all Appliances,320K
Distance from Meter to Furthest Appliance: 50'
• New gas piping requires a pressure test to hooking to any appliance
• Sediment traps (drips) are required on all gas lines
• Gas lines are required to be supported/secured every 6 to 8 feet
• Proper combustion air and venting required for all appliances
• A shut-off is requir th ptees
7
Applicant Signature.. . Date. lo --
Print Applicants Name: CJ�r/ 1�— ,t,/.�Q,✓�
6/16LP Page 3 of 3
RESIDENTIAL PLAN; PLAN REVIEW
Owner
Address
Building Type � Singe I Duplex ITownhouse
Type of Work Existing I I New
Reviewed By
Date 100 1 v
Design Criteria
301.1 En�er, - Prescriptive
301.2 Loads:Tables 301.5-301.7 Yes No
302.1 Location on Lot:5 feet/35% maximum Yes No
302.2 Townhouse Separation Yes No
302.5.1 Garage Openings: 20-minute door w/closer Yes ✓ No
302.6 (Garage Separation (Yes No
_ _.FQ tings and Stem Walls
401.4.1 Soils:Geotech o44eseriptive--
403.1 Footings: (2)#4's continuous Yes No _
T403.1 Footing Size I Yes No
403.1.2 Continuous Footings(D2) Yes i/ No
403.1.3.2 Vertical Reinforcement:#4 @ 4'/hook Yes V' No
403.1.3.1 Stem Wall:(2)#4's horizontal Yes No
403.1.6.1 Foundation anchors: 1/2 inch @ 6' Yes / No
403.1.7.1 Clearances from Slopes Yes No
404 Foundation Walls(see Tables) Yes No
.1.3.3.7.3 Wall Openings:Verts within 12"ea.Side Yes No
405.1 Foundation Drainage or exception Yes No
406.1 Damproofing(basement) Yes No
407 Columns:4 X 4 and R317 Yes No
408.2 Crawl Vents 1:150 and 3'of corners iYes No
408.3 Unvented Crawl Space' _ Yes No
408.4 Crawl Access: 16 x 24 or 18 x 24 (Yes No
Architectural
303 Light/Ventilation: 8%and 4% Yes No
303.4 Whole House Fan Yes No
303.3 Bathrooms: 3%or 50cfm Yes No
303.7 Stairway Illumination I IYes No
304.1 Habitable Rooms:70sf min. Yes V No
305.1 Ceiling Height:7 feet min. Yes Gi No
307.1 Plumbing Fixture Clearance Yes 09 No
308.4 (Safety Glazing: Hazardous Locations (Yes No
Life Safety
310.2.1 Emergency Rescue Windows: 5s_f/5.7sf (Yes INo
310.2.2 Window Sill Height: Max.44"
310.2.3 Window Wells I Yes No
Life Safety Continued
311.2 _ Doors: 3 feet min. @ 6_'-8" Yes No
311.3 Landings:TX 3' min. Yes No
311.4 Vertical Egress Yes No
311.5.1 Landing Attachment Yes No
311.6 Hallway Width 3 feet min. Yes No
311.7.1 Stairway Width 3 feet min. Yes No
311.7.2 Headroom 6'-8" mina 1 Yes kIO No
311.7.5.1 Stairs:7 3/4" Max/10" Min. Yes VII, No
311.7.8 Handrail Profile Yes No
311.7.8 Handrails-4 plus risers Yes No 1
311.8 Ramps I I Yes No
312.1.1 Guards-31 plus inches Yes No
312.1.2 Guard Height-36-inches min. Yes INo
314 Smoke Detection I Yes No
314.3-#4 SD: 3'outside of Bathroom Yes No
315 CO Detection Yes No
316 Foam Plastic Yes No
320&321 (Adult Home/Day Cares Yes No
Floor Systems
502.3 Allowable Joist Spans or TJI's Yes No
502.10 Headers/Openings Yes No
502.11 Trusses or Rafter/Joistl Yes No
502.12 Draftstopping: 1,OOOsf max. Yes No
504 Pressure Treated Wood Yes No
506 Concrete Floors:3.5 inches min. Yes No
507.2.1 Deck Ledger Connection Yes No _
507.2.3(1) Deck Lateral Load Connection or Engineered Yes No
Wall Systems
602.3 _ I Wood Wall Framing and Plates Yes No
602.3.1 Fastener Schedules(2, 3,4,5) Yes No _
602.9 Cripple Walls: Less than 14" or 4' Yes No
602.10 Wall Bracing:,engineered or Prescriptive Yes No
602.10.4.1 Alternate Braced Wall Panel Yes No
602.10.11 Cripple Wall Bracing Yes No I
602.11.2 IStepped Foundations Yes No
607 IGlass unit Masonry Yes No
609 Exterior Windows/Doors Yes l No
Veneer Yes No
702.1 Interior Wall Covering I Yes No
703 Exterior Wall Coverings(WAC) Yes No i
703.8 (Stone/Masonry Veneer (Yes No
Roof/Ceiling
801.3 Roof Drainage(SD-14) t Yes No
802.3 Ridge Beams:<3:12 pitch - Yes No
802.4 Ceiling Joist Span:Truss or Platform Yes teol No
802.5 Rafter Spans:Truss or Platform Yes No
802.11 Roof Tie-Downs(48" o.c.) YesV INo
803 Roof Sheathing Yes / No
806.2 Roof Ventilation: 1/150 high and low Yes No
807.1 Attic Access: 22"X 30" Yes No
905.2.7 Underlayment Yes No
Mechanical Systems
Chapter 10 Chimney and Fireplaces 1 Yes No
1305.1 Equipment Access:30"X 30" Yes INo
1305.1.3 Appliances in Attics I Yes No
1305.1.4.1 Ground Clearnaces:3"Concrete Slab Yes ;No
1307.2 Anchorgae of Appliances Yes No
1307.3 Elevation of Ignition Source Yes No
1307.3.1 Protection from Impact Yes No
Chapter 14 Specific Appliances Yes No
1401.3 Equipment Sizing:WSEC Yes No
1502 Clothes Dryer Exhaust: 25'or M.I. Yes No
1502.4.5 Length Identification Yes No
Chapter 18 Chimneys and Vents Yes No
Chapter 24 Fuel Gas and Piping Yes No
Plumbing-IPC
WSEC and Lighting:See Energy Code Plan Review
Oil.
1
Submitter: Tapert Homes
Street Address: 7230 Hawksview Drive
City,State,zip Arlington, WA 98223
Permit Review
Corrections/Comments
Date Mailed: October 25, 2016
The plans for the project referenced below have been reviewed and were found to be incomplete and/or to contain violations of the
Code(s).As a result,your plans cannot be approved at this time.
Part I of this notice serves as a Correction Letter to inform you of the information needed for plan approval.Part II of this notice provides
FYI's,comments,and/or conditions that are required upon completion of the project.
PART I: Building & Fire
The plans affected by this notice are known or described as:
Project Title: Tapert Homes new SFR
Project Address: 7230 Hawksview Drive
Your plans cannot be approved until all of the information specified below is submitted,reviewed,and approved.
Bldg. & Fire NON-COMPLIANCE ISSUE
Bldg
,Window header information
Bldg lExterior covering information
Bldg Fireplace/chimney detail
Bldg Stone veneer information if applicable
f_ [
t= _
There is no need to re-submit the entire set of plans/drawings only the pages indicated in the comment section(s).Two(2)sets of revised
pages will be required for re-submittals. If you need further clarification and or information please contact the Building Official at 360-403-
3432 or email at cyounqCo)arlingtonwa.Qoy
PART II: Other Comment, FYI's and Conditions
Comments and FYI's do not require re-submittal. Any comment and FYI's will be"red-lined"on the submitted drawings,stamped JOB
COPY. Any imposed conditions will be indicated on the Building Permit and all conditions must be completed prior to final Certificate of
Occupancy.
Sincerely,
Christopher Young
Building Official
360-403-3432
cvounga-arlinatonwa.gov
Mark Tapert
From: Arlington <wo@iworq.net>
Sent: Tuesday, October 25, 2016 10:16 AM
To: Mark Tapert
Subject: from Arlington for Permit# 1166
Notice of Correction
Submitter: Tapert Homes
Street Address: 7230 Hawksview Drive
City, State,zip Arlington, WA 98223
Permit Review
Corrections/Comments
Date Mailed: October 25, 2016
The plans for the project referenced below have been reviewed and were found to be incomplete and/or to contain violations of the Code(s).
As a result, your plans cannot be approved at this time.
Part I of this notice serves as a Correction Letter to inform you of the information needed for plan approval. Part II of this notice provides
FYI's, comments, and/or conditions that are required upon completion of the project.
PART I: Building & Fire
The plans affected by this notice are known or described as:
Project Title: Tapert Homes new SFR
Project Address: 7230 Hawksview Drive
Your plans cannot be approved until all of the information specified below is submitted, reviewed, and approved:
Bldg. & Fire NON-COMPLIANCE IS UE
Bldg Window header information ee 8 j d o 7 f Z
Bldg Exterior covering information ,5 C e
Bldg Fireplace/chimney detail 4tJ t 0^ S Gz
Bldg Stone veneer information if applicable`, NJ V n S �t
There is no need to re-submit the entire set of plans/drawings only the pages indicated in the comment section(s).Two(2)sets of revised
pages will be required for re-submittals. If you need further clarification and or information please contact the Building Official at 360-403-
3432 or email at cyoung(&arlingtonwa.gov
PART II: Other Comment, FYI's and Conditions
Comments and FYI's do not require re-submittal. Any comment and FYI's will be"red-lined"on the submitted drawings, stamped JOB
COPY. Any imposed conditions will be indicated on the Building Permit and all conditions must be completed prior to final Certificate of
1
i�
_ _ _ _ ��
.,
_.
.� - , - _ .
� - '�_"
Occupancy.
Sincerely,
Christopher Young
Building Official
360-403-3432
cyoung@adingtonwa.gov
2
kk
Permit Information
Date 10/11/2016
Permit Number 1165
Project Name Tapert
Applicant Name Tapert Homes
Applicant Address P.O.Box 2280
City, State, Zip Snohomish,WA 98291
Contact Mark Tapert
Phone 425-330-9155
Email mark@corstonellc.com
Permit Type ZON
Site Address 7230 Hawksview Drive
Valuation 350000.00
Status Applied
Permit Issued
Permit Expires
Square Feet 0
Type of Construction/Occupancy Load R3/VB
Number of Stories 1
Proposed Use New SFR
Assigned To Launa Peterson
Property • • Owner Information
Parcel#:00898300000900 VINE STREET INVESTORS LLC
VINE STREET INVESTORS LLC PO BOX 430
7230 HAWKSVIEW DR ARLINGTON,WA 98223
Contractors
Contractor Name Primary Contact . Contractor Type License License#
orstone Contractors LLC 60-862-8316 rnarkocorstonellc.com InONTRACTOR fabor&Industries ICORSTCL984KZ
Review
D. - Type Description Target D. - Completed D. - Assigned To Status
10/11/2016 9ON 10/14/2016 my Rusko in Review
10/11/2016 ON 0/14/2016 Kevin Olander n Review
10/1112016 F=ON 10/14/2016 Marc Haves in Review
10/11/2016 KON 10/14/2016 PW Admin Rev in Review
'10/11/2016 gON 10/14/2016 W-Sew-Rev n Review
10/11/2016 ON 10/14/2016 IPW-Wat-Rev in Review
Uploaded FileUpload File
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10/11/2016 9:53:02 AM ,61) Site plan )(if eterson Launa
10/11/20169:28:11 AM lZoning Application 1GcXdF47 FaZ2. df Peterson, Launa
' RESIDENTIAL ZONING
VERIFICATION APPLICATION
Department of Community& Economic Development
City of Arlington • 18204 59th Ave NE• Arlington,WA 98223• Phone (360) 403-3551
(Please allow 72 hours for review)
Project Address:7230 Hawksview Drive Plat:Gleneagle
Owner/Applicant: Tapert Homes
Address: P.O. Box 2280 City Snohomish State:WA Zip Code: 98291
Phone: 425-330-9155 Email: mark@corstonellc.com
Describe Proposal (include cross street):
New SFR
Please check one: [_�! Single-family dwelling 0; Duplex ❑ Addition ❑ Accessory structure
1. Proposed Dimensions: W)- L) - H) - Total SF) 2467
2. Allowed Lot Coverage: Total Lot Size 7053 SF x 35% = 2468.5499SF
3. Actual Lot Coverage: (SF of all structures') 2467 _ 7053 (lot size) = 0.3497%
4. Septic Tank? 01,Yes 6!No Private Well on Site? 01Yes Ili No
If so,please provide Snohomish County Health Department approval and indicate on site plan.
5. How many trees greater than 12"diameter will be removed?0 if any, please indicate on site
plan.
6. Appliances permanently connected to water service may require Cross-Connection-Control.
(Check all that apply)
Fire Sprinkler System ❑! Medical Equipment
Lawn Sprinkler System Livestock Drinking Tanks
Decorative Pond/Fountain Hot Tub
L] Re-circulating Heating System Swimming Pool OCT 10 2016I
Other ���
0� .�M �
Applicant Signature: "'"'" Date: 10/11/2016
' This square footage should include the footprint area of all structures on the property including:house, garages, sheds,covered
patios,and decks permitted by the building code.
Rev 04l2013
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F'0 BOX 952 LYNNWOOD, WA 98046
TI (206) 280-4/15 F. (206) 834-6261
SERVICES@UPS-TS.com �
STRUM TRAL CALCULATIONS
Client: CORSTONE CONTRACTORS
Project Name: PLAN 1829
Scope of Work: LATERAL DESIGN OF A (I)-STORY SFR
Upstate Job#: 0642
Date: 7/4/2016
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OFFICE
COPY
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EMRM 3-01- 1 f
Deceived
Jos # 0642 OCT 10 2016
Andrew M. Gahan, Pp —��JL 11 to 0
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Lateral Analysis IBC2015
UPSTATE JOB#: 0642
Description: PLAN 1829
Engineer: CM
Governing Code: 2015 International Building Code all references in right margin are 2015
IBC unless specifically noted otherwise. [Page numbers]
1603.1 General Design Criteria [3531
Roof Walls Floors Snow Partitions
Live Load (psfl 25 40 25
Dead Load (psi 15 10 10 0 10
1603.1.4 Wind Design Criteria [3541
1. Nominal/Ultimate Wind Speed Vesd/V.it 85/110 mph F 1609.3(3)[372]
2. Risk Category II 1.00 ASCE 7 T6-1[77]
3. Wind Exposure Category "B" 1609.4[373]
4. Internal Pressure Coefficient +/- 55 ASCE7F26.11-112581
5. Components and Cladding design pressure +/- 16 psf A SCE 7 30.2.2[316]
1603.1.5 Earthquake Design Data 3[ 541
1. Seismic Importance Factor le 1.00 A SCE 7T 1.5-2[5]
2. Short Period Acceleration SS 1.25 USGS Seismic Design Map Online
2. 1-Second Accelleration S, 0.4 USGS Seismic Design Map Online
3. Site Class D ASCE7T20.3-1[204]
4. Spectral response coefficient SDS 0.83 EQ 16-39[387]
4. Spectral response coefficient Spy 0.43 EQ 16-40[387]
5. Seismic Design Category D T1613.3.5(1)and(2)[398J
6. Seis. Force Resisting System A.15. A SCE 7T 12.2-1[73]
7. Design Base Shear 6386 Ibs
8. Seismic Response Coefficient CS 0.13 A SCE 7EQ 12.8-2[89]
9. Response Modification Factor R 6.5 A SCE 7T 122-1[731
10. Analysis Procedure Equivalent Lateral Force A SCE 7T 12.6-1[88]
11. Risk Category II A SCE 7 r 11.6-2[69]
Table of Contents
0.0 General Lateral Design Criteria
1.0 Determination of Wind Forces
2.0 Determination of Seismic Forces
3.0 Allowable Stress Design Loads
4.0 Shear walls in the Front to Rear Direction
5.0 Shear walls in the Side to Side Direction
6.0 Shear flow calculations
7.0 Appendix
Version 7.0 Pg 0.1
Wind Design (MWFRS - Simplified Envelope Procedure)IBC2015
Part 2 Wind Load Method ASCF. 7 28.1.1 (2)[2971
Nominal/Ultimate Wind Speed 85/ 110 mph 1609.3[373], F]609.3(3)[372]
Wind Exposure Category B 1609.4[373]
Height&Exposure Adjustment 1= 1.00 ASCE 7 F 28.6-1[304]
Topographic Factor Kzt= 1.00 ASCE 7 F 26.8-1[252]
Wind Pressures ASCE 7 28.6.3[3021
ps=1 KZl PS30 ASCE 7 EQ 28.6-1[306]
Minimum pressures shall not be less than assuming the pressures for ASCE 7 28.6.4[306]
zones A and C equal+16 psf,B &D equal+8 psf,while zones E,F, G, &H all equal zero.
Roof Pitch 6 :12 or 26.565 degrees
Ridge Elevation 22.33 ft
Eave Height 10 ft
Mean Roof Height,h 16.165 ft ASCE 7 26.2[2431
Zone Pressures,O,)(ps3o)ASCI?7 F 28.6-1 [3047
110 Horizontal Pressures Vertical Pressures Over han s
0 A B C D E F G H EOFI GOH
1 23.32 14.18 17.34 6.44 -6.92 -14.13 -5.10 -11.57 -16.05 -14.40
2 6.76 4.63 5.38 3.69 -0.22 -7.46 1.50 -4.94 -2.38 -2.72
Horizontal Zones Areas & Forces, FxASCF. 7F28.6-10031
End zone distance,2a,where"a" equals the smaller of 10 percent of least horizontal
dimension (l.h.d.) or 0.4h,but not less than either 4 percent of lhd or 3 feet.
D
F x- 37, (p sx-X)
x = A
Diaphraem(x = 1) Front to Rear Side to Side
l.h.d. (ft)= 41.5 A B C D A B C D
a(ft)= 4.15 Areas 101 49 475 24 91 201 211 401
2a(ft)= 8.3 Forces FX= 11440 Fxmin= 6490 FX= 11214 FXmj"= 9040
Version 7.0 Pg 1.1
Seismic Desian IBC 201 S
Site Clasification,Criteria Selection,& Minimum Design lateral Force
Risk Category II ASCE 7 T 6-1[77]
Seismic Importance Factor IE 1.00 ASCE 7 T 1.5-2[5]
Seismic Design Category D T1613.3.5(1)and(2)[398]
Site Class D ASCE 7 T 20.3-1[204]
Short Period Acceleration Ss 1.25 F1613.3.1(1)[388-9]
1-Second Acceleration Sl 0.4 USGS Seismic Design Maps Online
Seis.Force Resisting System A.15. ASCE 7 T 12.2-1[73]
Response Modification Factor R 6.5 ASCE 7 T 12.2-1[731
Design Spectral Response Acceleration Parameters
Site Coeffiecient,Fa 1.0 T1613.3.3(1)[387]
Site Coeffiecient,Fv 1.6 T1613.3.3(2)[387]
Substitute equations 16-37 & 16-38 into 16-39 & 16-40 respectively,
S D S=3 F a•S s SDS= 0.83 EQ 16-39[387]
S D 1 = F V'S 1 SD,= 0.43 EQ 16-40[387]
3
Simplified analysis,Seismic base shear ASCE 7 12.14.8[1087
V=(F SDS/R)W Where: F=1.0 for(1)-story ASCE 7EQ 12.14-11[108]
Vertical Distribution, Forces at each level ASCE 7 12.14.8[1081
F,,=(w,,/W)V FX= 0.128 x w, ASCE 7EQ 12.14-12[109]
Effective seismic wei flh1 &Forces Ibs at Level x
roof area(ft') floor area(f`) story height(ft) wall length(ft)
Diaphragm(x=1) 2865 9 237 wX
FX= 6877 weight(ibs) 42975 0 10665 53640
Version 7.0 Pg 2.1
l�l
Allowable Stress Design Loads For Wood IBC 2015
Design shall be in accordance with Sections 2304-2306. 2301.2[473]
Structures using wood shear walls and diaphragms to resist 2305.1[488]
wind,seismic and other lateral loads shall be designed and
constricted in accordance with AF&PA SDPWS and provisions
of Sections 2305 -2306.
Design per Alternative Basic load Combinations 1605.3.2 l3591
For worse case effect with wind load,L&S shall be zero. 1605.1[357]
Equations 16-18, 16-19and 16-20 become,
D + (O W *0.6
Where w equals 1.3,W equals Fx of the respective diaphragm,and 1605.3.2[359]
D shall be multiplied by two-thirds.
For worse case effect with seismic load,L&S shall be zero. 1605.1[357]
Equation 16-22 controls,
0.9 D + E/1.4 substitute ASCE 7 EQ 12.14-5 for E
1 ASCE 7 12.14.3.1.3 (7),EQ 12.14-5 [104]
(pQE - 0.2SpSD)
0.9 D + simplify&arrange variables EQ 16-2.2
1.4
(0.9 -0.14 SDS) D + P QE
1.4
Where QE equals F.of the respective diaphragm.
Principle of Mechanics
Sum the forces in the horizontal direction,diaphragms and shearwalls shall resist,
Wind Design Loads, 1.3 Fx
For Kzt= 1.00
Front to Rear Side to Side
Dia hra m Force Ibs) Force Ibs)
x=1 8923 8747
Seismic Design Loads,(p/1.4)F,,
p= 1.3 ASCE 7 12.3.4[83]
Diaphragm Force Ibs
x=1 6386
Version 7.0 Pg 3.1
w _
Allowable Stress Design Loads For Wood - cont.
Sum the moments about the base of a shearwall,overturning shall resist,
(v•w)-h - 2 D-W + P. for wind
3 2 W)
(v•w)•h - (0.9 - 0.14 S DS) D-2 + P•w for seismic
Where, v =shear per linear foot of shearwall
w =width of shearwall
h =height of shearwall
D =resisting dead load centered over shearwall
P =resisting dead load at end of shearwall
Free Body Diagram of a ShearWall
P
D
�= (yxwl
h
SUM MOMD
/—ADaur CORNER
ov
Version 7.0 Pg 3.2
Segment Tributary loads Wind Seismic
Wall Line Level
(x) Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max
1 1 F-R
Wind Seis
VD(x+])[Ibs]
% 9% 9% _
VD(x)[Ibs] 803.076 574.714 20.17 10 -613 -892
VT(x)[Ibs] 803.076 574.714 _
L 20.17 20.17
n 40 28
21)15 SDPWS SEISMIC MAX
TMAX(X)ribs]
2 1 F-R
Wind Seis
VD(x+l)[Ibs]
% 50% 50%
VD(x)[lbs] 4461.53 3192.86
VT(x)[Ibs] 4461.53 3192.86 27.33 10 4 4 -368 -1161
L 27.33 27.33
n 163 117
21115 SDPWS SEISMICMAX
TMAX(x)[Ibs]
3 1 F-R
Wind Seis
VD(x+l)[Ibs]
% 41% 41%
VD(x)[Ibs] 3658.46 2618.14 25.75 9 4 4 -907 -1433
VT(x)[Ibs] 3658.46 2618.14 13.50 9 4 4 -292 -716
L 39.25 39.25
n 93 67
21,15 SDPWS SEISMIC MAX
TMAX(x)[Ibs]
4 1 F-R
Wind Seis
VD(x+l)[Ibs]
% _
VD(x)[Ibs]
VT(x)[Ibs]
L
n
21115 SDPWS SEISMIC MAX
TMAX(X)[Ibs]
Version 7.0 Pg 4.1
Level o Segment Tributary loads Wind Seismic
Wall Line
(x) `` Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max
A 1 1 S-S
Wind Seis
VD(x+l)[Ibs]
% 25% 25%
VD(x)[lbs] 2186.66 1596.43 5.75 9 1400 829
VT(x)[lbs] 2186.66 1596.43 4.92 9 1425 859
L 10.67 10.67
n 205 150
2015 SDPWS SEISMIC MAX
TMAx(x)[Ibs] 1425 859
B 1 S-S
Wind Seis
VD(x+l)[Ibs]
50% 50%
VD(x)[lbs] 4373.32 3192.86 8.00 10 2 4 771 179
VT(x)[Ibs] 4373.32 3192.86 8.25 9 2 4 706 175
L 26.42 26.42 4.50 9 2 4 857 351
n 166 121 5.67 9 2 4 810 296
2015 SDPWS SETSMTC MAX
TMAX(x)[Ibs] 857 351
C 1 S-S
Wind Seis
VD(x+])[lbs]
% 25% 25%
VD(x)[Ibs] 2186.66 1596.43 1.88 6.5 666 407 165
VT(x)[lbs] 2186.66 1596.43 1.88 6.5 666 407 165
L 16.75 16.75 3.58 9 796 416 120
n 131 95 3.58 9 796 416 120
2015 SDPWS SEISMIC MAX 165 5.93 9 728 337
TMAX(x)[lbs] 796 416
D 1 S-S
Wind Seis
VD(x+l)[Ibs]
VD(x)[Ibs]
VT(x)[Ibs] _
L
n
2015 SDPWS SEISMIC MAX
TMAX(x)[Ibs]
Version 7.0 Page5.1
Shear wall Summary
Sheeting Re m'ts Shear Transfer Overturning Values
Wind Seis Max Wind Seismic Wind Seismic
1 - 1st 28 28 1 ` 1 40 28
2- 1st 117 117 1 2 163 117
3 - 1st 67 67 1 1 93 67
4- 1 st
A- 1 st 146 150 1 1 2 205 150 1425
B - 1st 118 121 1 2 166 121
C- 1st 93 165 1 ; 1 131 95
D- 1st ;
SW-1 SW-2 RSW
Sheathing 260 350 260 (plf)
Shear Flow 170 250 170 (plo
Shear Transfer Connectors - CD = 1.6, Hem-Fir
Connector Z(Ibs)
16d Nails (Common: 3.5"x0.162") 195.2 lbs 2015 NDS T11N[105]
13.8 1 9.4 13.8 0.0 0.0 0.0
16d Slant Nails (v<150p1fl 160 lbs 2015 NDS TIIN[105]
11.3 7.7 11.3 0.0 0.0 0.0
Simpson A35 Clip 510 lbs Current Simpson Guide
36.0 24.5 36.0 0.0 0.0 0.0
Simpson H1 Truss Connector 415 lbs Current Simpson Guide
29.3 1 19.9 29.3 0.0 0.0 0.0
Simpson LTP4 Clip (x 0.64 overtop 1/2" sheeting) 500 lbs Current Simpson Guide
35.3 1 24.0 35.3 0.0 0.0 0.0
1/2" Diameter Anchor Bolts(2x) 912 lbs 2015 NDS TI1E[93]
64.4 1 43.8 64.4 0.0 0.0 0.0
5/8" Diameter Anchor Bolts (2x) 1328 lbs 2015 NDS TI LE[93]
93.7 1 63.7 93.7 0.0 0.0 0.0
5/8" Diameter Anchor Bolts (3x) 1664 lbs 2015NDS TIIE[93]
117.5 79.9 117.5 0.0 0.0 0,071
Page6.1
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en i6eertn
PO BOX 952 LYNNVVOC)D, VVA 98046
( .'.06) 280-4715 f'- (206) 8,54-6?'.61
SFRVICFSL�UPST8_COM
General Structural Notes — Unless Noted Otherwise
GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC),2015 EDITION,OR
OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION.
DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS.
INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED
BY LOCAL JURISDICTION.
FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR
FOOTING SHALL BE V-6"MINIMUM BELOW OUTSIDE FINISHED GRADE.
COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF ORGANIC
MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95
PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST
PROCEDURES.
CONCRETE f c=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0
GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE
PREVENTED.
REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE
GRADE 40,IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A-185 AND SHALL BE 6X6—W I A X WI A. LAP ONE FULL MESH AT SPLICES.
TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
BEAMS AND POSTS (4x AND GREATER): DF-L#2
JOISTS/STUDS (2x_): HF#2/STUD
GLUE LAMINATED BEAMS (GLB) 24F-V4(24F-V8 AT CANTILEVERS)
2x TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER",
LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL
CONNECTIONS PER IBC TABLE 2304.9.1.
ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD(32/16)OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED
EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.;BLOCKING NOT REQUIRED.
FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc) SHEATHING. GLUE AND NAIL ALL
SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C.,BLOCKING
NOT REQUIRED.
MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR
SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE
BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.
WIND DESIGN CRITERIA:
NOMINAL WIND SPEED —85 MPH RISK CATEGORY II
ULTIMATE WIND SPEED—110 MPH IMPORTANCE,I=1.0
WIND EXPOSURE,B KIT=1.00
SEISIMIC DESIGN CRITERIA:
EQUIVALENT LATERAL FORCE PROCEDURE
IMPORTANCE,Ic=1.0 Ss= 1.25
SITE CLASS,D Si =0.40
SEISMIC DESIGN CAT.,D S,s—0.83
SEIS.FORCE RES. SYS,A.15. Soy =0.43
DESIGN BASE SHEAR= 6386 lbs CS=0.13
RISK CATEGORY I1 R=6.5
FULL HEIGHT )HT FIT
TRUSS BLK'G ER MFG.
R❑❑ HEATHING ❑R FIELD ILD w/
P N❑TES 2x4's & 39
@ ALL RNERS
/N+1 11 I+H H H /+11 F 1i
MFG. TRUSS
•1 H. .1-1 11-th hl ih h /+li-.H� .......
\SHEARWALL,
TOSHEAR WALL DBL PET❑P PLATROOE TRUSS PERPENDICULAR T❑ P.
Scale: 3/4' = 1'-0'
BOUNDARY NAILS
PER PLAN
SHEATHING PER PLAN
MANUFACTURED TRUSS
PER PLAN
A35 PER SW
SCHEDULE
TOP PLATE
16d PER SW SCHEDULE C❑NNECTI❑N
BASE PLATE C❑NN
16d PER SW
SCHEDULE
BASE PLATE
C❑NN
_2x AS REWD
SHEAR WALL-------� C2x12 MAX)
PER PLAN
2 R❑❑E TRUSS PARALLEL TO INT, SHEARWALL, TYR
Scale 3/4' = 1'-0'
V-10.5" MIN.
2x TOP PLATE WIDTH
- NAIL SHTG TO
HEADER @ 6"OC EW
j (3) 2x STUDS UNO
HEADER PER PLAN NAIL SHTG TO
EXTEND OVER EACH STUD
SHEARWALL -
< APA RATED SHTG 8d NAILS @ 6"OC
PER SW SCHED ALL PLATES
CO HOLDOWN HEADERS & STUDS
CO PER PLAN (3) 2x PLATES
NAIL SHTG
TO EACH PLATE
(2) 5/8"0 A.B. - 8" CONC STEM WALL
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Permit#: 1166
Permit Date: 10/11/16
Permit Type: RESIDENTIAL SINGLE FAMILY
Project Name: Tapert
Applicant Name: Tapert Homes
Applicant Address: P.O. Box 2280
Applicant, City, State, Zip: Snohomish,WA 98291
Contact: Mark Tapert
Phone: 425-330-9155
Email: mark@corstonellc.com
Scope of Work: New SFR
Valuation: 350000.00
Square Feet: 0
Number of Stories: 1
Construction Type:
Occupancy Group:
ID Code:
Permit Issued: 12/01/2016
Permit Expires:
Form Permit Type:
Status: COMPLETE
Assigned To: Launa Black
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
Section 23 Township 31 VINE STREET 910 Undeveloped
00898300000900 7230 HAWKSVIEW DR Range 05 GLENEAGLE INVESTORS LLC (Vacant)Land
SECTOR 4B BLK 000 D-00
Contractors
Contractor Primary Contact Phone Address Contractor Type License License#
Corstone Contractors, 360-862-8316 PO Box 2280 CONSTRUCTION UBI 602 202 840
LLC CONTRACTOR
Corstone Contractors, 360-862-8316 PO Box 2280 CONSTRUCTION Labor& CORSTCL984KZ
LLC CONTRACTOR Industries
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
12/16/2016 R20.SFR/DUPLEX Approved
FINAL
Plan Reviews
Date Review Type Description Assigned To Review Status
10/11/2016 RESIDENTIAL SINGLE BUILDING
FAMILY
Fees
Fee Description Notes Amount
Building Permit Table 4-1 $3,326.69
Building Plan Review Table 4-2 $2,162.35
Forced Air Heat fee per Btu $25.00
Gas Piping/Units Enter#of units $10.00
Mechanical Misc. Not otherwise specified Fireplace $25.00
Mechanical Commercial Permit Table 4-7;Per Unit $156.00
State Surcharge- 1st DU Residential- 1st Unit $4.50
Vents $60.00
Water Heater(Tank) $25.00
Total $5,794.54
Attached Letters
Date Letter Description
12/01/2016 Building Permit
10/25/2016 Correction Notice
Payments
Date Paid By Description Payment Type Accepted By Amount
12/15/2016 Tapert Homes Check#1030 Kristin Foster $5,794.54
Outstanding Balance $0.00
Uploaded Files
Date File Name
12/16/2016 2014217-1166 Issued Permit.pdf
10/11/2016 1885635-1166 Site pIan.pdf
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