HomeMy WebLinkAbout17329 84TH AVE NE_BLD20120282_2026 P-10
BUILDING INSPECTION REPOT I
G�1 Y � Permit No. jZ `-t t qZ
Address: -
�'.p Contractor:
4ING
Owner:
Date:
APPROVAL PARTIAL APPROVAL
VIOLATION CORRECTION REQUEST
Corrections listed below MUST BE MADE before work can be approved
Please contact inspector
Was not able to perform inspection
Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before
Inspector: G -�—� Date.-
0 Under-floor ® Framing ® Gas Piping
® Footing q Drywall, nailing ® Consultation
® Foundation ®Shear Nailing ® Groundwork
® Mechanical ®Grid ® Struct. Slab
® Wood Stove ® Rough-in ® Final
® Masonry ® Drainage ® Insulation
® Other:
Property Address: 1-7 3 2
Conditioned Floor Area 3378 Date ,-/ 1.70/ I
Builder or registered design professional: /
Signature: C C_�,- 7,
R-Values
Ceiling: Vaulted R- Floors Over unconditioned space R-
Attic R- Slab on grade floor R-
Walls: Above grade R- Doors R-
Below,int. R- R-
Below,ext. R- R-
U-Factors and SHCC
NFRC rating(or) Windows U- SHGC-
Default rating(Chapter towsEC Zoos) Skylights U- SHGC-
Chapter 9 Option(s) t A Total Chpt. 9 Credits
Heating,Cooling&Domestic Hot Water
System Type Efiidency
Heating Gas orL d a r ZvNo.cL 9S91
Cooling JQ A
DHW �ckS `_ . _lt . 5 s� %
Duct&Buil ft Air Leakage.
All ducts&HVAC in conditioned space 0no Insulation R-$_
Test Method: VTotal leakage _Leakage to exterior V Air handler present
Test Target CFM@25Pa Test Result CFM@25Pa
Building air leakage target:SLA<0.00030-Tested leakage:SLA=,0 p Q 1
OftWe Rmewable Energy Electric Power System
System type: Rated annual generation Kwh
CITY OF ARLINGTON
238 N.OLYMPIC AVE.-ARLINGTON,WA 98223
PHONE:(360)403-3551
BUU DING PERMIT - -
Address:17329 84TH AVE NE,ARLINGTON
Permit#:BLD20120282
Parcel#:01089200000400 Valuation:$312,000.00
APPLICANT
I 'ONIRACTOR
CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC
JP LAMPINEN JP LAMPINEN JP LAMPINEN
PO BOX 14424 PO BOX 14424 PO BOX 14424
MILL CREEK,WA 98082 MILL CREEK,WA 98082 MILL CREEK,WA 98082
jp@cornerstonehomes.us jp@cornerstonehomes.us Lie#:CORNEHN9470A Exp:09/01/14
IRMACTOR' 1AMCAL'1TTRACTOR
ADVANCED PLUMBING INNOVATIVE COMFORT SYSTEM
9630 145TH ST SE 17405 SNOHOMISH AVE
SNOHOMISH,WA 98296 SNOHOMISH,WA 98296
Lie#:ADVANPL917LS Exp:06/10/13 Lie#:INNOVCS895PM Exp: 10/14/13
JOB DESCRII'7T0
New Single Family Residence
PERMIT TYPE: Residential-Residential-New CODE YEAR: 2009
STORIES: 2 CONST TYPE: VB
DWELLINGUNITS: 0 OCC GROUP: R-3
BUILDINGS: 1 OCC LOAD: N/A
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[ NLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A
CF,dT FICATE OF OCCUPANCY HAS BEEN GRANTED.IBCI 10/IRCI 10.
A TAX NOTICE: Sal s tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return
form i idcodedCity of� r i on#3101.
J 2- 12,A112,
Signature Print Name I Date Released We
I
ARCHIVE APPLICANT ASSESSOR OTBER
BLD20120282
CONDMONS ^
THIS PERMIT AUTHORIZES 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.
• None
Putwfus
Date Dogription Fee Amount Paid Balanc
12/04/12 Plumbing Pennit Fee $217.00 $0.00 $217.00
12/04/12 Mechanical Permit Fee $100.00 $0,00 $100.00
12/04/12 Building,Permit Fee(QTY,1) $2,794.76 $0.00 $2,794.76
12/04/12 Building Plan Check Fee(QTY. 1) ai,gi6.59 - :n6).k);; $1>0316.5D
12/04/12 State Building Code Surcharge(QTY:1) $4.50 $0.00 $4.50
Total Due: $4,932.85 $0.00 $4,932.85
BUR DING(360)403-3417
When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and
whether you prefer morning or afternoon.
BLD20120282 (PT-LIVE) -PermitTrax by Bitco Software Page 1 of 1
BUILDING PERMh PERMIT#: BLD20120282
OWNER: CORNERSTONE HOMES NW, LLC- LAM... STATUS:APPLIED
ADDRESS: 17329 84TH AVE NE, ARLINGTON BALANCE: $0.00
ISSUED: CREATED: 11/27/2012
SCREENS: Select Screen... FUNCTIONS:!Select Permit Function—
RESIDENTIAL-RESIDENTIAL-NEW
REVIEWS PRINT ADD NEW SUMMARY
COMME... ID DESCRIPTION ASSIGNED... DUE DA... LAST (#) REQ? DON... ASSIGN REMOVE
2000 C-Building I CYOUNG 12/7/20... 0 Y N
j,. 2008 C-Community Developme... ;ARUSKO 12/7/20... 0 Y N
https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit Reviews.... 11/27/2012
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RESIDENTIAL PERMIT
SUBMITTAL
Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418
THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS
APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS, TWO(2)
ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if
adding plumbing).
TYPE OF PERMIT: ED Residential Addition ED Residential Alteration
Also Including: ED Plumbing (a Mechanical
Project Address:
17329 84th ave NE Arlington,WA 98223 Parcel ID#: 01089200000400
Lot#: 4 Subdivision: Eagle Heights DIV 2
Project Description: New SFR Valuation:
Owner: Cornerstone Homes NW LLC Phone Number. 425-338-5888
Address_ PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082
Contact Person:JP Lampinen Phone Number: 425-338-5888
Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us
Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 9B082
Building Area(Sq Ft): 1st Floor: 1208 2"d Floor: 1509 3`d floor:
Deck: Garage/Carport: 615 Basement:
Project Valuation:
Contractor: Cornerstone Homes NW LLC Phone Number. 425-338-5888
Address:
PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082
Contractor's License Number: CORNEHN9470A Expiration: 9/1/2012
Plumbing Contractor,Advanced Plumbing Phone Number: 425-348-5100
Address: 9630 145th ST SE City. Snohomish State: WA Zip Code: 98296
Contractor's License Number: ADVANPL917LS Expiration:
Mechanical Contractor: Innovative Comfort Systems Phone Number: 425-268-0863
Address- 17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296
Contractor's License Number: INNOVCS895PM Expiration: 10/14/2013
here y c rtify that t bove information is correct and that the construction on, and the occupancy and the use of the above-
desc bed roperty will in accordance with the laws, rules and regulation of the State o Washington.
111,
A cants Signature /Date
JP Lampinen
Print Applicants Name
RECEIVED
FOR STAFF USE ONLY mac/ NOV 2-, 2012
Permit# Accepted By Amount Received Receipt# OAUi11
I I 1 � �- I
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RESIDENTIAL PERMIT
SUBMITTAL
Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418
Number of Plumbing Fixtures (Including Rough Ins)
Total Fixture
Plumbing Fixtures Accessory Main Unit#X Total Number Fixtures
Dwelling Unit Residence Multiplier
Units
Bar Sink X 1.0 = 0
Bathtub or Combination Bath/Shower 2 X 4.0 = 8
Clotheswasher 1 X 4.0 = 4
Dishwasher 1 X 1.5 = 1.5
Hose Bibb 2 X 2.5 = 5
Kitchen Sink 1 X 1.5 = 1.5
Laundry Sink X 1.5 = 0
Lavatory(Bathroom Sink) 4 X 1.0 = 4
Shower(Stand Alone)Each Head 1 X 2.0 = 2
Water Closet(Toilet) 3 X 2.5 = 7
Whirlpool Bath or Combination X 4.0 =
Bath/Shower
Water Heater 1
Other Total Fixture 33
Units
Traps(other than above items)
Column Totals 16
Estimated Project Valuation
Building Square Footage 2717
1st Floor 1208 2nd Floor 1509 3`d Floor
Basement Deck Garage 627
Water Supply Piping
A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units
B. Distance from meter to most remote outlet: 50 feet.
C Difference in elevation between meter and highest fixture: 16 feet above meter or feet below meter.
D. .r ssure in street main: psi. (Measure with gauge or check with Water Department)
I here y c rtify that the b ve information is correct and that the construction on, and the occupancy and the use of the above-
descr ed roperty will b accordance with the laws, rules and regulation of the State of Washington.
App nts Signature Dale
8
RESIDENTIAL PERMIT
SUBMITTAL
Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418
CROSS CONNECTION SURVEY FORM
Forward to Utilities Division for Review
Type of Residence: ❑✓ Single-Family ❑ Duplex ❑ Other
The Rules and Regulations of the State of Washington Department of Health require that certain premises install
backflow prevention assemblies (WAC 246.290.490). Backflow prevention assemblies shall be installed at any
premise where, in the judgment of the City of Arlington Cross Control Specialist, the nature of activities on the
premises may pose a hazard to the public water system.
Type of Permit: 0 New Residential ® Addition/Alteration
Project Description:New S F R
Project Address: 17329 84th ave NE Arlington,WA 98223 ParcellD#: 01089200000400
Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888
Address: PO BOX 14424 City. Mill Creek State: WA Zip Code: 98082
Contact Person: JP Lampinen Phone Number: 425-338-5888
Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us
Address:
PO BOX 14424 City: Mill Creek State: WA Zip Code. 98082
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 ❑ Private Well
❑ Hot Tub 1 / :, ❑ Re-circulating Heating System
❑ Swimming O ool _1' ❑ Other
Authorized Signature: ;1 Date: / -7/
?/
For Office Use Only
Date Received Survey Received By: R.ECE1]VM
Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other NOV 2.6 2012
Inspection Required YES ❑ NO ❑ COA PERMIT CENT
- 911 �0 I a'0>1%a-
RESIDENTIAL MECHANICAL
PERMIT APPLICATION
Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418
THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) SETS
OF SPECIFICATION SHEETS AND TWO(2) SETS OF WASHINGTON STATE ENERGY CODE(if applicable).
Project Valuation:
Project Address:17329 841h ave NE Arlington,WA 98223 Parcel ID#: 01089200000400
Lot#: '' Subdivision: Eagle Heights Div II
Project Description: New SFR
Owner' Cornerstone Homes NW LLC Phone Number: 425-338-5888
Address: PO BOX 14424 City. Mill Creek State: WA Zip Code: 98082
Contact Person:JP Lampinen Phone Number: 425-388-5888
Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us
Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082
Please List quantity of fixtures below:
+ FURNACE UP TO 100K BTU + CLOTHES DRYER 5 GAS OUTLETS
FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR
BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE
BOILER UP TO 4-15 HP AIR HANDLING UP TO 1OK CFM + FIREPLACE INSERT
BOILER UP TO 16-30 HP AIR HANDLING OVER 10K CFM VENTILATION SYSTEM
HEAT PUMP VENTILATION FANS OTHER
+ VENT HOOD DOMESTIC INCINERATOR
ALL OTHER UNITS FREESTANDING STOVE
Contractor: Innovative Comfort Systems Phone Number: 425-268-0863
Address:
17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296
Contractor's License Number: INNOVCS895PM Expiration: 10/14/2013
qertify that t e ove information is correct and that the construction on, and the occupancy and the use of the above-
property wil in accordance with the laws, rules and regulation of the State of Washington
icants Signature ate
int Applicants Name
RECEIVED
FOR STAFF USE ONLY NOV 2;6 2012
Permit# Accepted By Amount Received Receipt# 0 i e
2010 CJY
ZON20120111 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1
DEVLPMNT REVIL.r)COMMITTEE PERMIT#: ZON20120111
,:!k,lC5qOWNER: CORNERSTONE HOMES NW, LLC-LAM... STATUS:APPLIED
ADDRESS: 17329 84TH AVE NE,ARLINGTON BALANCE: $0.00
ISSUED: CREATED: 11/27/2012
SCREENS: Select t Screen_. - j FUNCTIONS: Select Permit Function...
GENERAL- BLD
REVIEWS PRINT ADD NEW SUMMARY
COMME... ID DESCRIPTION ASSIGNED... DUE DA... LAST (#) REQ? DON... ASSIGN REMOVE
1002 P-Engineering I LPETERSON 12/3/20... 0 Y N _; Q1
1014 P-Public Works I MHAYES 12/3/20... 0 Y N L,
1020 P-Sewer FRAPELYEA 12/3/20... 0 Y N V
1028 P-Water EANDERS.- 12/3/20... 0 Y N U
1032 P-Utilities I LTAYLOR 12/3/20... 0 Y N
2000 C-Building I CYOUNG 12/3/20... 0 Y N V
2008 C-Community Developme... ARUSKO 12/3/20... 0 Y N
2014 C-Planning I TDAVIS 12/3/20... 0 Y N
https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Reviews.... 11/27/2012
e(4
RESIDENTIAL
SUBMITTAL REQUIREMENTS
Department of Community Development
City of Arlington• 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418
ZONING VERIFICATION APPLICATION 72 hour turnaround
Date: 11/21/2012
Address: 17329 84th ave NE Arlington,WA 98223 Plat: Eagle Heights Div 11 Lot 4
Owner/Applica t. Cornerstone mes NW LLC f
Signature: 2 / Z
Oerification of accurac4 and agreement to follow the City of Arlington Municipal Code
Phone: (h) 425.338 88 (C) 425-923-0926
1. Please check one:
❑ a. Single-family dwelling ❑ b. Duplex ❑ c. Addition ❑ d. Accessory structure
2. Proposed Dimensions: W) 50 L) 38 H) 27 Total SF) 2717
3. Allowed Lot Coverage: Total Lot Size 7226 SF x 35% = 2529.10 SF
4. Actual Lot Coverage: (SF of all structures) 2250 _ 7226 (lot size) = 31 %
(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)
5. Septic Tank? No If so please provide Snohomish County Health Department approval
and indicate on site plan.
6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on
site plan.
7. Describe Proposal (include cross street): Budd NEW SFR
RECEIVED
OFFICIAL USE ONLY NOV 2 6 2012
PROPERTY ZONED APPROVED r7 DENIED_EdOA pMIT CENTER INT
HOUSE 2132
PATIO 120
LOT COVERAGE 2250
LOT SQ FT= 7226
LOT COVERAGE= 31%
2250 SQ FT/7226 SQ FT
BUILDING HEIGHT= 28'6"
86.03
21'
FPA
—15'_----�
i I —50'--- 1
1 i
C0 2717
00
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1 30'-6'
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W I 1 W
T� w l o GARAGE
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15> i 20, —13'-6'-
21'
PORCH ,
b
aa 22' DRIVEWAY
N
~I
LOT 4 RECEIVED
PLAN. 2717 �RECE
17329 84TH AVE NE NOV 26 2012
ARLINGTON, WA 98223 C
pA PERMIT CENTER SCALE: 1 "=2 0'
SITE EAGLE CORNERSTONE HOMES NW, LLC 0RNERST0NF.
PLAN HEIGHTS PO B0 OFFICE(425)338 CREEK 8A 98082 C'�off.
RESIDENTIAL PERMIT
SUBMITTAL
Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418
The building permit does not include any mechanical, electrical or plumbing work. These permits are issued
separately. These permits require a separate permit application.
To ensure that you have the most current information, please contact the City of Arlington Permit Center at
(360) 403 3551 or by email to Permit Center.
Applications delivered by courier or mail will not be accepted.
Incomplete applications will not be accepted.
I acknowledge that all items designated as submittal requirements must accompany my Building Permit
Application to be considered a mplete submittal.
Signature: Date: t Z--
Ow er/Ow ,s Representative
Company: Cornerstone Homes NW LLC Phone: 425-338-5888
RECEIVED
NOV 2--6 2012
6 COA PERMIT CENTER
5Lob ?01 a-o,�.ga-
RESIDENTIAL PERMIT
` SUBMITTAL
1- Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418
Please use this checklist to ensure that all necessary information
is provided for review of your project.
�✓ One (1) completed Single Family Residential Building Permits
Application
Two (2) accurate fully dimensioned plot plans
Two (2) sets of construction drawings
Two (2) sets of engineered drawings and calculations
(If required)
Health Department approval of septic system
Verification of Water and Sewer Availability from City of
Marysville (if applicable)
APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL
INFORMATION REQUESTED ON FORMS IS FILLED IN.
1
RESIDENTIAL PERMIT
SUBMITTAL
Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX (360)403 3418
A. FEES DUE AT TIME OF PERMIT APPLICATION
The following non-refundable fees will be collected at the time of application for all residential projects.
1. Building Plan Check Fee
B. CODES
The City of Arlington currently enforces the following:
International Codes
1. 2009 International Building Code (IBC)
2. 2009 International Residential Code (IRC)
3. 2009 International Mechanical Code (IMC)
4. 2009 International Fuel Gas Code (IFGC)
5. 2009 International Fire Code (IFC)
6. 2009 Uniform Plumbing Code (UPC)
7. 2009 International Property Maintenance Code (IPMC)
s. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1)
Washington State Amendments
1. WAC 51-50 Washington State Building Code
2. WAC 51-51 Washington State Residential Code
3. WAC 51-52 Washington State Mechanical Code
4. WAC 51-54 Washington State Fire Code
5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards
6. WAC 51-11 Washington State Energy Code
7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code
s. WAC 296-46B Electrical Safety Standards, Administration, and Installation
C. CITY OF ARLINGTON DESIGN REQUIREMENTS
Design Wind Speed: 85 miles per hour (Exposure C)
Ground Snow Load: 25 pounds per square foot
Seismic Zone: D2
Rainfall: 2 inches per hour for roof drainage design.
Frost Line Depth: 12 inches
Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided.
D. PLANS AND DRAWINGS
Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum
18"X 24", or maximum 30" X 42" paper. All sheets are to be the same size and sequentially labeled.
Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other
professional media. Plans will not be accepted that are marked preliminary or not for construction, that
2
RESIDENTIAL PERMIT
SUBMITTAL
Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX (360)403 3418
have red lines, cut and paste details or those that have been altered after the design professional has
signed the plans.
Please Note: A separate submittal of plans is required for each building or structure.
DETAILED SUBMITTAL REQUIREMENTS
Mark each box to designate that the information has been provided.
Please submit this checklist as part of your submittal documents
A. ❑ SITE PLAN — REQUIRED WITH ALL SUBMITTALS
1 Two (2) complete sets of plans on 8.5" X 11" paper which reflect all of the information noted in
the Site Improvement and Drainage Plan Requirements for Residential Construction.
B. ❑ FOUNDATION PLAN (Minimum '/4" Scale)
1. Show north direction
2. Indicate front street (and side street if corner lot).
3. show the location and dimension to all property lines.
4. Show the location for existing and/or proposed easements
5. Provide the scale for the drawing.
6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and
all connections.
7. Provide the location and size of all beams, posts, interior footings and thickened footings within
slabs with their dimensions and connections.
8. Provide detail of step down foundation and footings with required reinforcing steel.
9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation.
lo. Retaining walls.
11. Show the location and size of all crawl space vents and the crawl space access with size and
location.
12. Show footing depth below grade and show the clearance between grade and sill plate.
13. Show the floor joist size, spacing, direction, support, connections and blocking.
14. Show all floor insulation.
15. Label any space within the foundation (i.e. basement, garage, storage room, etc.)
Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have
a minimum #4 rebar at top and minimum #4 rebar at bottom of footing.
C. ❑ FLOOR PLAN (Minimum '/4" Scale)
1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or
island facilities.
2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc.
3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing
fixtures and any other mechanical equipment.
4. Show the location of the attic and/or crawl space access.
5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the
house.
3
-t-- RESIDENTIAL PERMIT
SUBMITTAL
Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418
Note! The 2009 International Residential Code requires smoke detectors at each level of the home
and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in
accordance with the IRC and provisions of NFPA72.
D. ❑ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale)
1. Show a typical roof section with all materials labeled; indicate size and spacing of all members;
include all dimensions, venting, insulation and connections
2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all
members; include all dimensions, venting, insulation and connections.
3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and
insulation values.
4. Show all connection details, including post-beam, post-footing, collar tie, etc.
5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per
Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less
than 4" apart; handrails are to be 34" to 38"from nose of the tread and to be returned. Show any
fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under
the stairs.
6. Show a section detail for any fireplace, including the hearth and hearth extension. Include
dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic
anchorage and foundation details.
E. ❑ STRUCTURAL NOTES
1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and
soil bearing values.
2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade.
3. Specify the grade and species of all framing lumber.
4. Specify the combination symbol (strength) of all GLU-LAM beams.
5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc.
6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls,
cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used).
7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing.
8. Locate all hold down straps on the drawings.
F. ✓❑ STRUCTURAL CALCULATIONS
1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with
the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.)
G. ❑✓ ELEVATIONS
1. Show elevations views of each side of the structure; provide finished floor level for each floor.
2. Show existing and proposed grades.
3. Show the maximum building height.
4. Show the maximum site slope.
5. Show all roof overhangs and any chimney clearances from the roof.
4
RESIDENTIAL PERMIT
i SUBMITTAL
Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418
6. Indicate the pitch of the roof.
H. 0✓ DOORS & WINDOWS
1. Show size and type of all doors.
2. Show the door size, type and closure device for doors between the garage and dwelling.
3. Show all window sizes and openable areas.
4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of
openable area and clear open space.
5. Show size and type of all skylights.
I. ❑✓ WASHINGTON STATE ENERGY CODE
1. Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form.
2. Show the insulation R values on the floor plan drawings and glazing class of all windows and
skylights.
5
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NASH&ASSOCIATES
ARCHITECTS
PLAN 2717
BEAM, LATERAL &
SEISMIC CALCULATIONS
'41
..4
A)MAS NA.qNj
RECEIVED
NOV 6 2012 2009 IBC
COA PERM'IT CENTER JANUARY 1, 2012
11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918
WWW.NASH-ARCHITECTS.COM
. . ,
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NASH8,ASSOQ CLIENT
ASSOCIATES BEAM DESIGN DATA PROJECT.
it U 1-1 IT E c,T s DATE:
NAME:
Roof Loads:
LL 25#/sf
DL 15 #/sf
Total 40#/sf
Unless Noted Otherwise
Floor Loads.-
LL 40#/sf
DL 10 #/sf
Total 50#/sf
Deck Loads:
LL 60#/sf
DL 10 #/sf
Total 70#/sf
Soil: 1500 PSF Min.
Concrete: Per IBC 09
Masonry: Per IBC 09
Steel: Per IBC 09
Wood: Per IBC 09
Nailing: Per IBC 09
4" Beam: Douglas Fir #2
fv = 180
fb = 900 PSI
E = 1,600.000
6" Beam: Douglas Fir #2
fv = 180
fb = 900 PSI
E - 1.600,000
Joists de Hem Fir #2
Rafters: fv = 75
fb = 850 PSI
E "* 1,300,000
Glu—Lam Beams:
IV = 165 PSI
fb = 2,400 PSI (reduced by size factor, CF'KQ
E - 1,800,000
11644 N.E. Both St. Kirkland, WA 98033 (425) 828-4111 Fax (425) 822-1918
WWW.NASH—ARCHITECTS.COM
I
PLAN
i ,
BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428
PLAN, BEDROOM TWO
RB-1 Date:5129/12
! selection 4x 10 DF-L#2 Lu=0.0 Ft
CondWon NDS 2005
Min Bearing Area R1=3.2 In R2=7.0 in (1.5)DL Defl= 0.02 in
Data Beam Span 5.0 ft Reaction 1 LL 1198# Reaction 2 LL 2518#
Beam Wt per ft 7.874 Reaction 1 TL 19714 Reaction 2 TL 4379#
Bm Wt Included 39# Maximum V 4379#
Max Moment 2908'# Max V(Reduced) 2806#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L I>1000
Attributes Section in' Shear in2 TL Defl in LL Defl
Actual 49.91 32.38 0.05 0.02
Critical 32.31 23.39 0.25 0.17
Status OK OK OK OK
Ratio 65% 72% 19% 14%
Fb(psi) Fv(psi) E(psi x mil Fc1(psi)
values Reference Values 900 180 1.6 625
Adjusted Values 1080 180 1.6 625
Adjustments CIF Size Factor 1.200
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress NIA
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:413 Uniform TL: 660 =A
Point LL Point TL Distance
1650 B=3010 4.5
Uniform Load A F]
Pt loads: LB
R1 =1971 R2=4379
SPAN=5 FT
Uniform and partial uniform loads are Ibs per lineal ft.
PLAN
BeainChek v20111lcensed to:Michael Johnson Reg#7992-66426
PLAT\ MASTER BEDROOM
RB-2 Date:5/29M 2
Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft
Condition NDS 2005
Min Bearing Area R1=6.9 inz R2=3.8 In (1,5)DL Defl= 0.06 in Recom Camber--0.09 in,
Data Beam Span 6.0 ft Reaction 1 LL 2614# Reaction 2 LL 1514#
Beam Wt per ft 6.83# Reaction 1 TL 4509# Reaction 2 TL 2502#
lam Wt Included 41 # Maximum V 4509#
Max Moment 4696'# Max V(Reduced) 4009#
TL Max Defl L/240 TL Actual Defl L/632
LL Max Defl L/360 LL Actual Defl L/>1000
Bttrlbutes Section in' Shear in' TL Defl in LL Defl
Actual 42.19 28.13 0.11 0.06
Critical 23.48 25.05 0.30 0.20
Status OK OK OK OK
Ratio 56% 89% 38% 28%
Fb(psi) Fv(psi) E(psi x mll Fc1(psi)
values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adiustments Cv Volume �1.000
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 1.0000 Rb=0,00 Le=0.00 Ft
a s Uniform LL:413 Uniform TL: 660 =A
Point LL Point TL Distance
• 1650 B=3010 1.0
I
i
Uniform Load A
Pt loads:
! R1 =4509 R2=2602
SPAN=6FT
j Uniform and partial uniform loads are Ibs per lineal ft.
I
PLAN
BeamChek v2011 licensed to.Michael Johnson Reg#7992-66428
i PLAN BEDROOM FOUR
RB-3 Date;5/29/12
l cti n 4x 10 DF-L#2 Lu=0.0 Ft
Conditions NDS 2006
Min Bearing Area R1=3.2 inl R2=3.2 in2 (1.5)DL Defl= 0.03 in
Data Beam Span 6.0 ft Reaction 1 LL 1239# Reaction 2 LL 1239#
Beam Wt per ft 7.87# Reaction 1 TL 2004# Reaction 2 TL 2004#
Bm Wt Included 47# Maximum V 2004#
Max Moment 3005'# Max V(Reduced) 1489#
TL Max Defl L 1240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section in' Shear in TL Defl in LL Defl
Actual 49.91 32.38 0.06 0.03
Critical 33.39 12.41 0,30 0.20
Status OK OK OK OK
Ratlo 67% 38% 21% 16%
i Fb is) Fv psi E 'psi x mil Fc1(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1080 180 1.6 625
Adiust,nents CF Size Factor 1.200
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress NIA
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:413 Uniform TL: 660 =A
i
Uniform Load A �
R1 =2004 R2=2004
SPAN=6FT
Uniform and partial uniform loads are Ibs per lineal ft.
i
1
i
1 PLAN
BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428
PLAN KITCHEN
B-1 Date:5/29112
Selec ion 4x 10 DF-L#2 Lu=0.0 Ft
Conditlons NDS 2005
Min Bearing Area R1=4.61nl R2=4.6.In' (1.5)DL Defl= 0.02 in
Date Beam Span 5.0 ft Reaction 1 LL 1833# Reaction 2 LL 1833#
Beam Wt per ft 7.87# Reaction 1 TL 2870# Reaction 2 TL 2870#
Bm Wt Included 39# Maximum V 2870#
Max Moment 3587 # Max V(Reduced) 1985#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L 1360 LL Actual Defl L/>1000
AflribytQs Section(in') Shear(ins) TL Defl(in) LL Defl _
Actual 49.91 32.38 0.05 0.03
Critical 39.86 16.54 0.25 0.17
Status OK OK OK OK
Ratio 801),10 51% 21% 17%
Fb(psi) Fv(psi) E(psi x mil) Fc psi
Values Reference Values 900 180 1.6 625
Adjusted Values 1080 _ 180 1.6 625
Adiustment CF Size Factor 1.200
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1,00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:733 Uniform TL: 1140 =A
Uniform Load A
ZL\- o
R1 =2870 R2=2870
SPAN=6FT
Uniform and partial uniform loads are Ibs per lineal ft.
i
��
PLAN
BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428
PLAN, DINING ROOM
B-2 Date;5/29/12
Selection 3-1/8x 9 GL13 24F-V4 DF1DF Lu=0.0 Ft
Conditions NDS 2005
Min Bearing Area R1=6.0 in2 R2=6.0 in (1.5)DL Defl= 0.06 in Recom Camber=0.09 in
Data Beam Span 6.0 ft Reaction 1 LL 2499# Reaction 2 LL 2499#
Beam Wt per ft 6.83# Reaction 1 TL 3921 # Reaction 2 TL 3921 #
Bm Wt Included 41 # Maximum V 3921 #
Max Moment 6881 W Max V(Reduced) 2940#
TL Max Defl L/240 TL Actual Defl L/547
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section in' Shear(in 2) TL Defl(In) LL Defl
Actual 42.19 28.13 0.13 0.07
Critical 29.40 18.38 0.30 0.20
Status OK OK OK Ok
Ratio 70% 65% 44% 35%
Fb(psi) Fv(psi) E(psi x mil Fc1(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adiustments Cv Volume 1.000
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1,00 1.00
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:833 Uniform TL: 1300 =A
Uniform Load A
0
R1 =3921 R2=3921
SPAN=6 FT
Uniform and partial uniform loads are ibs per lineal ft.
i�
i
t
PLAN
i
BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428
PLAN GREAT ROOM
B-3 Date:5/29112
f Selection 3.118x 9 GLB 24F-V4 DFIDF Lu=0.0 Ft
i Conditions NDS 2005
Min Bearing Area R1=4.2 in2 R2=6.6 in2 (1.5)DL Defl= 0.04 in Recom Camber-0.05 in
Data Beam Span 6.0 ft Reaction 1 LL 1815# Reaction 2 LL 2331 #
Beam Wt per ft 6.83 # Reaction 1 TL 2731 # Reaction 2 TL 3656#
Bm Wt Included 34# Maximum V 3656#
Max Moment 5555'# Max V(Reduced) 2795#
TL Max Defl L/240 TL Actual Defl L/769
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section In' Shear in TL Defl in LL Defl
Actual 42.19 26.13 0.08 0.04
Critical 27.78 17.47 0.25_ 0.17
Status OK OK OK OK
Ratio 66% 62% 31% 26%
Fb(psi) Fv osi E(psi x mll Fc (psi)
Values Reference Values 2400 240 1.8 650
Adiusted Values 2400 240 1.8 650
Adiustments Cv Volume 1.000
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
i Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loa
Point LL Point TL Distance Par Unif LL Par Unif TL Start End
1514 B=2502 2.5 320 H=400 0 2.6
733 1= 1140 2.5 5.0
i
I
H
Pt loads:
1
R1 =2731 R2=3656
SPAN=5 FT
Uniform and.partial uniform loads are Ibs per lineal ft.
1
i
(' PLAN . ._
BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428
PLAN GREAT ROOM
B-4 Date,5/29112
Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditio NDS 2005
Min Bearing Area R1=5.4 in' R2=5.2 In' (1.5)DL Defl= 0.04,in Recom Camber-0.06 In
Data Beam Span 5.0 ft Reaction 1 LL 2218# Reaction 2 LL 2130#
Beam Wt per ft 6.83# Reaction 1 TL 3533# Reaction 2 TL 3390#
Bm Wt Included 34# Maximum V 36334
Max Moment 5012'# Max V(Reduced) 3228#
TL Max Defl L/240 TL Actual Defl L/743
LL Max Defl L/360 LL Actual Defl L/>1000
l Attribute Section in' Shear in2 TL Defl in LL Defl
Actual 42.19 28.13 0.08 0.04
I Crltical 25.06 20.17 0.25 0.17
' Status OK OK OK OK
Ratio 69% 72% 32% 25%
Fb(psi) Fv(psi) E(psi x mll Fc 1_(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adlustments Cv Volume 1.000
Cd Duration 1,00 1.00
Cr Repetitive 1.00
Ch Shear Stress NIA
Cm Wet Use 1.00 1.00 1.00 1.00
CI Stability 1.0000 Rb=0.00 Le 0.00 Ft
! Loads
Point LL Point TL Distance Par Unif LL Par Unif TL Start End
1300 B=2299 1.5 320 H=400 0 1.5
733 1= 1140 1.5 5.0
t
!
i
H
Pt loads; B
ZN
R1 =3533 R2=3390
SPAN=5 FT
Uniform and partial uniform loads are Ibs per lineal ft.
t
i
PLAN 2717
BeamChek v2011 licensed to,Michael Johnson Reg#7992-65428
GARAGE
GB-1 Date:5/30/12
le Non 5-118x 9 GLB 24F-V4 DF/DF Lu =0.0 Ft
Condition s NDS 2005
Min Bearing Area R1=4.9 in2 R2=4.9 inz (1.5)DL Defl= 0.22 in Recom Camber=0.33 in
Beam Span 8.3 ft
Beam Wt per ft 11.21 # Reaction 1 TL 3159# Reaction 2 TL 3159#
Bm Wt Included 93# Maximum V 3159#
Max Moment 6555 W Max V(Reduced) 2588#
TL Max Defl L/240 TL Actual Defl L/459
Attributes Section in' Shear W TL Defl in
Actual 69.19 46.13 0.22
Critical 32.77 16.18 0.42
Status OK OK OK
Ratio 47% 35% 52%
Fb(psi) Fv(psi) E si x mil Fc (psi)
l/atues Reference Values 2400 240 1.8 650
Ad usted Values 2400 240 1.8 650
Adhu•s,m(ants Cv Volume 1.000
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform TL: 750 =A
Uniform Load A
R1 =3159 R2=3159
SPAN=8.3 FT
Uniform and partial uniform loads are Ibs per lineal ft.
i
CLIENT:
NASH&ASSOCIAM LATERAL DESIGN DATA PROJECT: .
A 1t C I 1 11'P.C T S PER IBC 09 DATE.
i
i -NAME:
WIND per Sea. 1609 EARTHQUAKE per Sec. 1613
Design pew ASCE 7-05 Design per ASCE 7-05
CHAPTER B WIND. LOADS CHAPTER 12 Equivalent Lateral Force Procedure
Design Wind Pressure: ps - (k)(lw)(p..) Base Shear. V -1.2 S j S(W)
where A. = Exposure Factor where: Cs = Seismic Response Coefficient
Iw - Importance Factor W - Efficient Seismic Weight
i pap - Base Design Pressure (Ss)(SI) / R - (Cs)
SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES:
Basic Wind Speed - 85 mph (V )3s Ss 1.5 per USGS
S1 - 0.90 per USGS
Site Class D2 (Default)
X - 1.00 Exposure "B" (QO') Seismic Design Category D
lw - 1.00 R 6.5 from Section 12
P=- FROM CHAPTER 8 1 4 1.00
Cs = 0.150 per Section 12
STANDARD DESIGN INFORMATION
The information described below is to be used unless otherwise noted on the plans.
WOOD DESIGN per Sections 2301 do 2301.2.1 Allowable Strength Design
when applicable: per 2308 Conventional Light-Frame Construction
2008 SDPW (SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC)
MINIMUM NAILING REQUIREMENTS per Table 2304.9.1
ANCHOR BOLT&
5/8" Dla. X 10", A307 or better, w/ 7" min. Embedment. V = 1104 y/bolt
CONCRETE DESIGN per Chapter 19 & ACI 318-02
concrete f'e - 2500 psi
rebar fy in 40,000 psi
i
MISCELLANEOUS HARDWARE
SIMPSON Strong-tie Connectors or equal
11844 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918
WWW.NASH-ARCHITECTS.CO M
LL
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CLIMT:
NASHkAMCIATES LATERAL CALCULATIONS PROJECT:
n it c i i i r r("'1's WIND WORKSHEET DATE:
PER MC 09 NAME:
85 M.P.H. P - 15.9 PSF
FRONT ELEVATION LEFT ELEVATION
REAR ELEVATION _RIGHT ELEVATION
LOCATION TOTAL SHEAR FORCE (o) SHEAR UNIT SHEAR K x H x (see churl for wind pressure WALL SHEAR WALL(It ft TYPE
O specified height) LENGTH ) «'� )
33 ' too
z ap C2rk ra� tfq
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11844 N.E. 80th $L Kirkland, WA 98033 (425) 828-4117 FaX (425) 822-w1918
WWW.NASH-ARCHITECTS.COM
I
�I�
I
i
CLIENT:
7 ,, NASHa,ASSOCIATES SEISMIC - ANALYSIS PROJECT.
ARC:1-1 11 13 C'i'S PER IBC 09 DATE:
NAME:
1
i Weight of Building:
Roof Assembly:
Asphalt Shingles - 2.00#/ft Cedar Shakes - 2.25#/ft Tile - 9.50#/ft
Felt - 0.15 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft
1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft
Trusses 0 24" o.c. - 1.75 #/ft Trusses 0 24" o.c. = 1.75 #/ft Trusses 6 24" o.c. - 1.75 #/ft
R-38 Insulation - 2.35#/ft R-30 Insulation - 2.25#/ft R-30 Insulation - 2.25#/ft
1/2" GWB Ceiling - 2.00#/ft 1/2" QWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2 00.#/ft
Total 9.75#/ft Total 9.90#/ft Total 17.90#/ft
Use 10.00#/ft Use 10.00#/ft Use le.00#/ft
1st & 2nd Floor Assembly:
Carpet / Pad - 0.50#/ft Hardwood - 2.50#/ft
3/4 T&G Plywood - 2.60#/ft 3/4" T&G Plywood - 2.50#/ft
2x10 0 16" o.c. - 2.30#/ft 2x10 0 16" o.c. - 2.30#/ft
1/2" GWB Ceiling .0 #/ft 1/2" GWB Ceiling - 2.00#/ft
Total 7.30#/ft Total 9.30#/ft
Use 10.00#/ft Use 10.00#/ft
Interior Wall Assembly: Exterior Wall Assembly:
1/2" GWB - 2.00#/ft 3/4" Wood Siding - 2.30#/ft
2X4 ® 16" o.c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft
1/2" GWB - 2.00#/ft 20 0 16" o.c. - 1.37 #/ft
Total 5.10 #/ft R-21 Insulation - 2.10 #/ft
Use 8.00#/ft 1/2" GWB - 2.00.#/ft
Total 9.27#/ft
Use 10,00#/ft
4" Brick Veneer - + 3.20#/ft
11644 N.E. 80th St. Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918
WWW.NAaH-AnRCH19TECTS.COwN
i
CLIENT:
NASH&AMCIATPS SEISMIC ANALYSIS PROJECT:
n is c t r T F.C T S PER lac 09 DATE:
NAME:
2
EIS
i V _ (C.) (Wdl) (Plywood)
2nd Level: /
Roof; (Asphalt / Cedar Shake) 10#/ft X / Zy sf
or (Tile) 18#/ft X sf =
Exterior Walls: L x 10#/sf x 1/2 (h)
1?2 vieku �(E2,)
Interior Walls: L x 8#//,sf x /1/2 (h) 59�� �
TOTAL
1st Level_ 3 2 U C�
Roof, (lot Floor Roof) 10#/ft X 37 U at =
2nd Floor. 10#/ft X 7 f =
Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) (1/l �d
Interior Walls: (10 + L x 8#/9f x 1/2 (h)S7 b 0 $5 xj?Jc,((� cI 1)
TOTAL r cf I 0
Basement:
lot Floor: 100/ft X sf =
Exterior Walls: (El) + L x 10#/ef x 1/2 (h)
Interior Malls: (I I) + L x 8#/sf x 1/2 (h)
TOTAL
11644 N.E. 80th St. Kirkland. WA .98033 (425) 828=4117 Fax (425) 822-1918
WWW.NASH—ARCHITECTS.COM
a
.I
CLIENT:
NASH*ASSOCIATES SEISMIC ANALYSIS PROJECT:
c t I i T R c S PER IBC 09 DATE:
NAME:
3
BASE SHEAR:
i V = (C. ) (Wdl)
Plywood
LEVEL 2: Wdl # x 0.166 = -V
LEVEL 1: Wdl ( "( # x 0.166 = V7
TOTAL Wdl 7�t 7 # x 0.166 = / -7,3 . (V)
Dead Load He' ht Moment Shear ® Stor
Level Fx - [(Wdl)(h)f v Remarks
(Wdl) (hg (Wdl)(h) (Wdl)(h)
73)
(9 /1<73
1 9 37i
Total i �( 3-7 1
11644 N.E. 80th St Kirkland, WA.98033 (425) 828-4117 Fax (425) 822-1918
WWW.NASH—ARCHITECTS.COM
I
NASH&ASSOCIATE CLIENT:
11 SEISMIC ANALYSIS PROJECT:
ARC IIITE:CTS
PER IBC 69 DATE:
NAME:
4
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11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918
11W1f NASH-ARCHITECTS,CO M
I
i
CLIENT:
N.ASH a A OCIATES SEISMIC ANALYSIS PROJECT.
f:(' CI 1 T F C T s PER IBC 09 DATE-
NAME-
Redundancy Factor (p):
f
1. Maximum allowable wall shear for p<=1
Vumax = (2)(Vaccstory)/Ab 1/2
C2)C!l �'3 } Z 3•�t 6 ���
jv3 5" L4
2. Maximum actual shear
Vmax Largest seismic wall shear
-Gr35f
3. p = 2—[2(Vaccstory)/(Vumax)(Ab 1/2)
Z - 'L CJ!►� 3
W(N6
6�0(,W"
11644 N.E. 80th SL Kirkland,,WA 98033 (425) 828=4117 Fax (425) 822�-1918
WWW.NASH-ARCHITECTS.COM
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