HomeMy WebLinkAboutPermit File 2512 Fir Crest Boulevard is
`\I Y o,� CITY OF ANACORTES
WASHINGTON
vc BUILDING DEPARTMENT
ii
CERTIFICATE OF OCCUPANCY
ii This is to certify that the(Description of Building or Structure):
Single Family Residence
Located At: 2512 Fircrest Blvd
&E' STREET&NUMBER
Owner: Strandberg Construction
Constructed By: Owner
OWNER OR CONTRACTOR
Bldg. Permit#: BLD-2004-9540
Date Issued: 5_1.0_04
Occ. Group: Y.3 Use Zone: R2
Has Been Inspected And Occupancy Is Hereby Authorized.
28th October 04
This Day of(n 20 .
Y AUTHORIZING OFFICIAL •
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SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. •
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A I Engineering and Development Services
Residential Inspection
Address: S72 F;v c c e FJv a, Date: Id�7--()
Owner /
Contractor: i..e
Inspected by: L t/e / -/
a
1. Water Meter Box
NI Set firm and level to finished grade or backside of sidewalk elevation.
ig Lid and box undamaged.
® Water meter and customer shutoff installed.
lg No debris.
in Accessible—no landscape obstruction.
❑ Driveway installation has drive-over box and lid.
Customer gate valve intact.
J No leaks at connections.
2. Curb and Gutter
ivri No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable
marks.
If road frontage improvements:
® Expansion joints every 15 feet and at driveways.
4 Concrete has broom finish.
No low spot at curb line, especially at driveway cut. Maximum grade change in
1, 20 feet is % inch.
3. Sidewalk
MNo cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable
marks.
• j ADA compliant— 1 percent slope to curb.
If road frontage improvements:
Ni Expansion joints every 15.feet and at driveways.
la Concrete has broom finish
4. Driveway Approaches
171 No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable
PI marks.
p- ADA compliant.
5. Streets
gl No cracks, blemishes.
If road or alley improvements:
❑ Received proctor and sieve analysis of ballast, crushed rock, and asphalt.
❑ Received passing materials testing reports for sub-grade, ballast, crushed
Wrock, and asphalt.
• I�� El plans.
tonnage tickets consistent with required thickness per approved
plans.
6. Sanitary Sewer
® Inspection card signed off and/or verified in Building Department database.
® As-built record filed in the address file.
® Screw cap(s) installed on dean-out(s).
® Clean-out(s) set at finished grade.
7. Storm Drainage
E Inspection card signed off.and/or verified in Building Department database.
® As-built record filed in address file.
Q Not blocked or diverted to adjacent parcel. •
8. Public Utilities Out of Traveled Way
N//} ❑ Concrete collars around City utilities.
.J Final grading ok.
®' Restored to prior condition or better.
9. Landscape "050tof141
❑ Bonded for completion at later date.
Verified against approved landscape plan:
❑ Installation.
❑ Type and quantity of plants.
tc Sod or seed in place.
❑ Root barrier(receipt filed).
10. Erosion Control Measures -
[J. BMPs removed.
S All debris removed. Site clean.
• Permanent vegetation established.
RECEIVED AUG 1 7 2004
. ` l• 1
s CLIMATE PRO® FIBER GLASS BLOWING WOOL
r Your home has been professionally insulated to provide
0 a guaranteed thermal resistance. I
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g0CTTY �C 4a_ STATE L�.� ZIP c\ \ I�I't,t
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I'" RECORD OF INSTALLATION �, 1
I(�'I BLOWING WOOL BATES AND ROLLS II'c'Sjj
9: ,
I I �NE46 CONSTRUCTION IF RETROFIT: K-VALUE THICKNESS AREA INSULATED I, I
I '
' 0 RETROFIT DEPTH OF PREVIOUS ` ^-�-.
I(,L^\i `�, INSULATION CEIIINGs ;� IN. `�J° SQ.FT. I
e NUMBER OF RAGS USED ♦ INCHES
C✓j'f IN. sQ.FIl I t 3
« AREA INSULATED ESTIMATED R-VALUE OF ��'ff L\ --T�s-�``;ro
I-`Grey'y;! �': PREVIOUS INSULATION WALLS ` Sin IN. (w-'>'�-t0 SQ.FE (' I
`.y1, THICKNESS OF INSULATION 1621 TYPE(S)OF PREVIOUS IN. ��7 � SQ.FE t
I(^T�1 INCHES INSULATION IN ATTIC 3C) AO o�CJW I 7
t`l�>, FLOORS IN. SQ.4T.
<�<' R-V.MLL'F OF INSULATION �� 30 • `0, IN. \ChCraN SQ.FT. ( sl
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' CLIMATE PRO,BAG WEIGHT-27 LB.NOMINAL „ 1
:-10 R-VALUE MINIMUM BAGS PER MAXIMUM MINIMUM WEIGHT Z
fl;$ THICKNESS 1000 SQ.FT. NET COVERAGE PER SQ.FT. >
K.'3 I
(S I To obtain an Installed The number of bags Contents of The weight per k)i
`n i• insulation insulation per 1000 sq.ft.of this bag should sq.it. of installed ,tr' >
nzsistance should not net area should not not rover insulation should "c
�j (R)of: be less than: be less than: more than: not be less than: 'k'
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<�! 11 5.25 in. - 6.4 156 sq.ft. 0.173 lbs.
19 8.75 in. 11.3 88 sq.ft. 0.3061bs. 1�?`I
<(' i 22 9.75 in. 12.8 78 sq.ft. 0.3461bs. f�Xl`i?l
I 26 11.50 in. 15.6 64 sq.ft. 0.4201bs. Lk*
g9 30 12.75 in. 17.6 57 sq.ft. • 0.475 lbs. Icyc� 1
�:�� 38 15.75 in. 22.8 44 sq.ft: 0.615lbs. IF<,��'
�' 44 17.75 in. -- 26,4 38 sq.ft. 0.713 lbs. 1yc<
1 ' 50 - 19.50 in. 29.8 34 sq.ft. 0.8041bs. Iy�•''1
l c 60 22.75 in. 36.3 28 sq.ft. - 0.981 lbs. ��er1
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` $ �j� •I INSULATION CONTRACTOR SIGNATURE /'�_ DATE O' `��L7—t )
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HOb1E BUILDER SIGNATURE` DATE
COMPANY ADDRESS PHONE I - ) i
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Johns Manville •
,l _ Elc23o ame ,l
r ®2oN Johns Peewee
Johns Manville,PO Box 5108,Denver,CO 80217-5108.www.lm corn For more information. call 1-800-6543103
GVF X 0 .; City of Anacortes Permit#: BLD-2004-9540
\ 904 6th Street Issue date: 05/10/2004
` '' P.O.Box 547 Expire date: OS/10/2005
?+ T'ttl,' Anacortes, WA 98221-0547
.y"� `' (360) 293-1901
Job Address: 2512 FIR CREST BLVD Permit Type: Single Family Residence Permit
ANACORTES WA 98221 Project:
APN:
Remarks: Construct new single family
Owner STRANDBERG CONSTRUCTION Contractor STRANDBERG CONSTRUCTION
Address: PO BOX 319 Address: PO BOX 319
ANACORTES WA 98221 ANACORTES WA 98221
Phone: (360) 293-7431 Phone: (360)293-7431
License#: STRANCIO2OCC
General Information: Fees:
Occupancy Group R-3 Storm Drain GFC-Residential 1,126.00
Use Zone R1 PUD Park Impact Fee 615.00
Lot Area 6536 Traffic Impact Fee 900.00
1st Floor Square Footage 1479 Plan Review Deposit 100.00 I
Garage Square Footage 555 Building Permit Fee 745.50
Building Valuation 225000 Plan Review Fee 384.58
#of Bathtubs 2 Mechanical Permit Fees 99.85
#of Clothes Dryers 1 Plumbing Permit Fee 132.00
#of Clothes Washers 1 State Building Code Fee 4.50
#of Dishwashers 1 Sewer Inspection Fee 50.00
#of Gas Fireplace 1 Sewer GFC-Residential 4,174.00
#of Gas Piping 1 Total Calculated: 8,331.43
#of Gas Water Heaters 1 Deposits/Receipts: 100.00
#of Water Piping 1
#of Hose Bibbs 3 Total Due: 8,231.43
#of Kitchen Sinks 1
#of Lavatories 3
#of Range Hoods 1
#of Showers 1
#of Ventilation Fans 4
#of Water Closets 3
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR
NOT, THE GRANTING OFA P RMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
STATE LAW REGULATIN TION OR THE PERFORMANCE OF CONSTRUCTION.
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SIGNATURE 0 NER 0 AUTHORIZED AGENT ISSUED BY /
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LOT: a<24 BLOCK: DIV: ' ADDmON: Fir Circ51- Pl l n
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Name: Name: Name:
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Mailing Address: Mailing Address: Mailing Address:
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City: State: Zio: City: State: Zip: City: State: Zio:
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Phone No.: Phone No.: - Phone No.:
• (set) 21.3 S?5 ( Contractor License: S i 214NCI 02O6.0
Contact Person: 06 - Stalin did ei ,I Phone No.: (34.U) 21 5•-7 t/3(
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(Check One)
Single Family: ✓_ Multi-Family: Apartment Condominium: Senior Housing:
Retail: Office: Restaurant: Manufacturing: Storage: Bank:
Assembly:_ Accessory: Automotive Repair: Other(Specify):
DESCRIBE OF WORK: 1 `ADmC... I
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Street Setback: !D ft. 2nd Floor. sf. (Circle Y or N)
1st Side Setback: 20 ft. 3rd Floor. sf.
2nd Side Setback: 20 ft. Basement: sf. Shoreline/Wetlands
Rear Setback: 5 ft. Occ. Group: Water on/Adj. to Property N •
Use Zone: R— 1 Ku9 Carport Area: sf. Soils Report N
Type of Construction: tom ft.vr,-A-- Garage Area: SS 5 sf. Sensitive Area N •
Lot Area: (953U sf No.of Stories: t `z- Latecomers Agreement Y
No. of Dwellings: 1 Building Height: 25— sf. Fire Hydrant(250 FT) N I
Lot Coverage: 32.V. Deck Area: N/Pr - sf. Variance Y Cap
1st Floor. 147 j sf. Cove.. istjab N
St 1'3n; it IIJIV ' , l 6
Project Valuation (Labor and Material Cost): 2?5,000
II APR 0 5 r66i5 '
THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF TYW`UNIFORM BUILDING COD&11 AND SHALL EXPIRE
BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN ISO D.A1�;a, F�'Fi-IIS°dAY11/fL T ON.2:13�Y AFFUTJG MY ail
SIGNATURE I HEREBY CERTIFY THAT 1 AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS,APn,IT rION I ;thhUED OR AN
AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
WITH WHETHER SPECIFIED HEREIN OR NO CALLS FOR INSPECTIONS.
SIGNATURE: \ r .) DA 1 E: L/4./07
61et—as r —C( 5440 0(072
C C CITY OF ANACORT
\ PERMIT CENTER
y �, 904 6th Street - P.O. Box 547
`vt•- `1091='wt Anacortes, WA 98221
�9O one- 360-293-1901
Single Family/Multi Family Permit Checklist For Submittal
Plans which do not contain the following minimum information will not be accepted for plan check.
Project Address: c/e/ /f 74 - Date of Application: 14/G y
Name of Owner: 5[I amcuaei✓t-t Cii4S L' Tuc. Assessors Parcel No.: i
^
Mailing Address: //��`Fv t3 b1�J 3 i 5 ! Lot Block: Addition:
City/State/Zip: Mi�1Cr(6 5 , r1v'Z Z I Description of Work: [JCS,,) Oven '_..
Daytime Phone No.: .2- 3 — 2 t/3 I
Please place check marks by completed items,and cross out those that do not apply.
0 Two Full Sets of Plans
(Max. size 24x36)
[I 0 Complete Application Form(s) II 0 FLOOR FRAMING
II 0 Fire Resistive Construction Where Required
0 SITE PLAN(8 1/2x11 or 11x17 II [] Joist Size,Spacing,Grade&Species
II [] Headers,Doubled Joists,Blocking,etc.
0 0 Setbacks II 0 Floor Sheathing&Underlayment
[I 0 North Arrow I 0 Any Conditions That May Impose Heavy Loads
0 Lot Elevations ] [] Insulation To Be Installed
[ 0 Lot Coverage
0 Lot Size 0 ROOF FRAMING
[ 0 Property Lines(Recorded Survey)
0 Easements, Streets,Alleys [] Layout Of Trusses&Bearing Points,Show Hips,
i 0 Location of Utilities Valleys&Ridges, &Insulation
[I Ceiling Joist Size,Spacing,Span, Species&Grade
II 0 FLOOR PLANS 0 [] Insulation
0 [] Ceiling Finish Material
I 0 Indicate Scale of Drawing 0 0 Rafter Size, Spacing,Span, Species&Grade
] 0 Provide Dimensions [] 0 Location, Size,Etc.,of Beams or Purlins
] 0 Size/Locations of Doors &Windows .
] 0 Label Rooms&Spaces All Roof Systems
] 0 Indicate New Construction From Existing 0 [] Attic Ventilation(low&high)
, 0 Show Decks,Patios,&Landings [] [] Indicate If Attic Will Be Used For Storage
I 0 Show Smoke Detector Locations [] 0 Show Attic Access
II 0 Show Attic Access(s)
I [] Show Mechanical Equipment Locations Roofing
[' [] Indicate Bearing Walls 0 0 Sheathing Type&Thickness
[ [] Indicate Shear Walls 0 0 Roofing Type&Weight(provide attachment
[, [] Indicate All Header&Beam Sizes, schedule if tile or metal)
Species&Grade [] 0 Underlayment •
[I 0 Show All Plumbing Fixtures Including
Floor Drains Deck Detail
I [] Guardrail,Spacing& Height
I 0 Joist Size, Spacing&Species
I [] Types of Connectors, Post to Beam, Joist Hangers
[ [I Type of Decking Material
I' 0Mechanical Elevation
I
[] Show All Exterior Elevations Including Existing
II [] Exhaust Fans;CFM& Sone Ratings Exist ng&Proposed Finished Grades from Property
[f ❑ Location&Size of Heating Appliances Line to Property Line
[ [] Dryers ] [] Show a Section through the Lot at The Driveway(to
begin at the street paving or curb)
[] Cooking&Other Appliances ❑ Include All Additions To The Structure Such As
[ [] Range Exhaust Hood Decks,Retaining Walls,Porches,Stairs,etc.
Stair Detail
I ❑ Location,Width&Headroom
[, ❑ Size of Materials&Species
I ❑ Rise&Run
[I [] Handrail Type&Height
ENERGY CODE COMPLIANCE
❑ Residential/Non-Residential
Energy Code Forms.
[] 0 Energy Code Construction Details
Applicant's Signature: Date: i//i,// Ai
- Received By: --_ Date:
Revised 12/29/98
2
tFtY G.
Building Department
904 68"Street•Anacortes,Washington 98221 •Tel:360.293.1901 •Fax:360293.1938•Web:www.ci.anacortes.wa.us
2001 WSEC & VIAQ Residential Prescriptive Compliance Form
If you have chosen to follow the prescriptive insulation and glazing requirements for this
residence, you will need to choose one of the three options below. This choice may depend on
your glazing percentage (the total area of glass in the heated areas of the building divided by
the total floor area of the heated space.)
Check the box in front of the option which you will use to meet the prescriptive requirements:
Glazing Gazing U-Factor Wall Wall• Wall• Slab
Option Area': 000� Ceiling2 Vaulted int' axe
of floor Vertical Overheads U-Factor Ceiling' Grade"e Below Below Floors Gr de'
Grade Grade
I• * 12% 0.35 0.58 0.20 R-38 R-30 R-15 R-15 R-10 R-30 R-10
II. * 15% 0A0 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10
'I'jl�l'/! liall0limited •
1, ! p R 3 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10
��• panty
Only
Footnotes: -O. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1.
1. Minimum requirements for each option listed. For example,if a proposed design has a glazing ratio to the conditioned floor
area of 13%,ft shall comply with all of the requirements of the 15%glazing option(or higher).Proposed designs which cannot
meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code.
2. - Requirement applies to all ceilings except single rafter or joist vaulted ceilings.'Adv'denotes Advanced Framed Ceiling.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10,or on the interior to the same level as
walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its
intended use, and installed according to the manufacturer's specifications.See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Doors,including all fire doors,shall be assigned default U-factors from Table 10-6C.
7- Where a maximum glazing area is listed,the total glazing area(combined vertical plus overhead)as a percent of gross
conditioned floor area shall be less than or equal to that value.Overhead glazing with U-factor of U=0.40 or less is not
induded in glazing area limitations.
8. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5.
9. Log and solid timber walls with a minimum average thickness of 3.5a are exempt from this insulation requirement
10. The following walls are considered to meet R-21 without additional documentation:
a. 2 x 6 framed and insulated with R-21 fiberglass batts.
b. 2 x 4 framed and insulated with R-15 fiberglass batts plus R-4.0 foam sheathing.
c. 2 x 4 framed and insulated with R-13 fiberglass batts plus R-5.0 foam sheathing.
* If you selected option I or II you will need to complete the Glass to floor area
" City of Anacortes 2001 ` &VIAQ Residential Prescriptive Compliance Form Page 2 of 6
worksheet to show the`glazing percentage does not exceed the option selected.
GLAZING AREA: Glass to floor area worksheet
(Required for Options I and II only.)
Glazing is defined as all areas, including the frames, in the shell of a conditioned space that let in natural light
including windows, derestories, skylights,sliding or swinging glass doors and glass block walls.
Glazing Area is defined as the total area of the glazing measured using the rough opening, and induding the
glazing, sash and frame. For doors where the daylight opening area is less than 50 percent of the door area,
the glazing area is the daylight opening area. For all other doors,the glazing area is the door area.
Doors whose area and U-factor are included in the calculations for glazing area may be installed with a U-factor in accordance
with the Glazing U-factor requirements instead of the door U-factor requirements.
Exempt Door.One unlabeled or untested exterior swinging door with the maximum area of 24 square feet may be installed for
ornamental,security,or architectural purposes and need not be listed below.
Overhead glazing(skylights)with a U-factor of U-0.40 or less need not be listed below.
Single glazing for ornamental,security,or architectural purposes and double glazed garden windows with a wood or vinyl frame
may be exempted from the U-factor limitations,but if so,it shall have its area tripled in list below.The maximum area.
(before tripling)allowed for the total of all single glazing and garden windows in 1%of the floor area.
Step 1: List the rough opening size of all glazing areas as defined above and calculate their total area.
Quantity Total Area
Width X Height = AREA(Each) X (#of each) = (in square feet)
3 2- (0 ( 4,
03 S 015 7 135 1
2'G y /a A. .Z 20
2' 21tr. 5t Z. /o
3 ff., s is 4 cttefi
3 2`6 ' 7, 5 y 30
2_ a y 1 /4"
Add the last column and enter total Glazing Area here ' 2 7'7 (a)
Step2: 22(4-I
Enter the square footage of Conditioned Floor Area(heated and/or cooled)Space --> 2.2 4 i (b)
Step 3:Calculate the Glazing percentage by dividing the total Glazing Area by the Conditioned Floor Area and multiplying by one I
hundred:
2-77 / 22 6 1 = X Imo=
Glazing Area Conditioned Floor Area 12 . 3-
.L.
' City of Anacortes 2001 Wr C&VIAQ Residential Prescriptive ComgAliance Form Page 3 of 6
(a) (b) Glazing Percentage
In order to use option I,the glazing percentage cannot exceed 12%.
In order to use option II,the glazing percentage cannot exceed 15%.
WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD
Purpose:We have all heard about office and school buildings which cause people to become ill.If improperly ventilated,our
homes can cause some of us to become ill too.With all of the new materials we use to construct and furnish our buildings,
it is very important that our homes are ventilated in such a way as to provide us with method to get the stale air out and
fresh air in.
Please check the appropriate box to describe which of the four prescriptive Whole House Ventilation Systems you
will be using,and fill in any blanks or boxes under the system you choose.
Option 1. Whole house Ventilation Using Exhaust Fans(VIAQ 303.4.1)
❑ CFM Exhaust Fan Flow Rating Per Table 3-2(attached). location of whole house exhaust fan(s)must be shown on the plans.
O Fan Controls:24 hour clock timer with capability of continuous operation,manual and automatic control S accessible
❑ Whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.5 or less at 0.1 inches w.g.
O Outdoor Air shall be distributed to each habitable room by individual Outdoor Air inlets.
Exception:Exhaust only ventilation systems do not require outdoor air inlets if the home has a ducted forced air heating system that
communicates with all habitable rooms and the interior doors are undercut a minimum of'A inch.
•
EiOption 2. Whole house Ventilation Integrated with a Forced Air Heating System(VIAQ 303.4.2)
. ❑ inch Fresh air duct,connected to the furnace return plenum,sized Per Table 3-5(attached)
❑ Fresh Air inlet duct Damper Selection:(Choose one)
Motorized Damper(no testing of ventilation flow rates as long as the prescriptive duct sizing per Table 3-5 are met.
❑ Manual Damper meeting Table 3-2 flow rates: CFM(see attached Table 3-2)
❑ Automatic Flow-Regulated Device per VIAQ 030.4.2.1#3.(Requires field testing or calculation.)
❑ Outdoor Air inlets shall be screened or otherwise protected from entry by leaves or other material and located per VIAQ 303.4.2.4
❑ All Ventilation supply ducts in the conditioned space shall be insulated to a minimum of R-4(VIAQ 303.4.23)
IIOption 3. Whole house Ventilation Using a Supply Fan(VIAQ 303.4.3)
O inch Outdoor air inlet duct,connected to the furnace supply air stream,sized Per Table 3-6(attached)
❑ Fresh Air inlet duct Back-draft Damper Selection:(Choose one)
0 Calibrated manual volume damper installed and set to meet the measured flow rates in Table 3-2(attached)by field testing with a
pressure gauge and/or following manufacturer's installation instructions.
0 A manual volume damper installed and set to meet the measured flow rates spedfied in Table 3-2 by field testing with a flow hood or
flow measuring station.
❑ An automatic flow-regulating device sized to the specified flow rate in Table 3-2 which provides constant flow over a p.sure range
of 0.20 to 0.60 inches water gauge.
❑ Outdoor Air inlets shall be screened or otherwise protected from entry by leaves or other material and located per VIAQ 303.43.6
❑ All Ventilation supply ducts in the conditioned space shall be insulated to a minimum of R-4(VIAQ 303.43.5) 1
ElOption 4. Whole house Ventilation Using a Heat Recovery Ventilation System(VIAQ 303.4.4)
Cl All duct work in heat recovery system shall be at least 6 inches in diameter 1
❑ Balancing dampers shall be installed on the inlet and exhaust side.
O Flow measurement grids shall be installed on the supply and return.
O System minimum flow rating shag not be less than specified in Table 3-2.Maximum rates in Table 3-2 do not apply.
O Outdoor air inlets shall be screened or otherwise protected from entry by leaves or other material and located per VIAQ 303.4.4.4
O Ventilation Supply Ducts in the conditioned space upstream of the heat exchanger shall be insulated to a minimum of R-4(VIAQ
303.4.4.3)
THE FOLLOWING ARE REQUIRED IN ADDITION TO THE OPTION CHOSEN ABOVE:
' City of Anacortes 2001 Wi :&VIAQ Residential Prescriptive Corn ance Form Page 4 of 6
• ❑ At the time of final inspection,the automatic control time shall be set to operate the whole house fan for at least 8 hours per day,
❑ A label shall be affixed to the control that reads"Whole House Ventilation"(see operating instructions)
❑ 24-hour dock timer installed with capability of continuous operation,manual and automatic control,readily accessible.
❑ Installer shall provide the manufacturer's installation,operating instructions,and a whole house ventilation system operation description.
REFERENCE TABLES
Table 3-2:Ventilation Rates for all Group R Occupancies four stories and less*
Minimum and Maximum Ventilation Rates: Cubic Feet per Minute(CFM)
Floor Number of Bedrooms
Area,ft2 2 or less 3 4 5 6 7 8
Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max. Min. Max.
<500 50 75 65 98 80 120 95 143 110 165 125 188 140 210
501-1000 55 83 70 105 85 128 100 150 115 173 130 195 145 218
1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225
1501-2000 65 98 80 120 95 143 110 165 125 188 140 '210 155 233
2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240
2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248
3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255
3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 _ .175 263 -
4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278
5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293
6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308
7001.8000 125 188 140 210 155 133 170 255 185 278 200 300 215 323_
8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 336
>9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353
" For residences that exceed 8 bedrooms,increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom.
The maximum CFM is equal to 1.5 times the minimum
Table 3-3: Prescriptive Exhaust Duct Sizing
Fan Tested CFM @ Minimum Flex Maximum Length Minimum Smooth Maximum Length Maximum Elbows
0.25"W.G Diameter (feet) Diameter Feet 1
50 4 inch 25 4 inch 70 3
50 5 inch 90 5 inch 100 3 —
—
50 6 inch No Limit 6 inch No Limit - 3
• 80 4 inchl NA. 4 inch • 20 3
80 5 inch 15 5 inch 100 3
•
80 6 inch 90 6 inch No Limit 3
100 5 inxh2 N.A. 5 inch 50 3
• 100 6 inch 15 6 inch No Limit 3
125 6 inch 15 6 inch No Limit 3
125 7 inch 70 7 inch No Limit 3
1. For each additional elbow subtract 10 feet from maximum length
' 2. Flex ducts of this diameter are not permitted with fans of this size.
•
Table 3-5: Prescriptive Integrated Forced Air Supply Duct Sizing
Required Flow(CFM)Per Minimum Smooth Dud Minimum Amble Maximum Maximum Number of
Table 3-2 Diameter Duct Diameter Len uUrl Elbows2
50-80 6" 7' 20' 3
80-125 7" 8' 20' 3
115-175 8" 10" 20' 3
170-240 9" 11" 20' 3
1. For lengths over 20 feet increase duct dfiameter 1 inch
2. For elbows numbering more than 3 increase duct diameter 1 inch.
Table 3-6: Prescriptive Supply Fan Duct Sizing
City of Anacortes 2001 VCrC&VIAQ Residential Prescriptive Co13liance Form Page 5 of 6
Supply Fan Tested at 0.40"W.G.
Specified Volume Minimum Smooth Duct Minimum Flexible
from Table 3-2 Diameter Duct Diameter
50—90 CFM 4 inch 5 indi
90-150 CFM 5 inch 6 indi
150—250 CFM 6 Inch 7 inch
250—400 CFM 7 indl 8 inch
SOURCE SPECIFIC VENTILATION (VIAQ 302.2
Source specific exhaust ventilation is required in each Idtc ien,bathroom,water doset,laundry room,indoor swimming pool,spa, 1
and other rooms where excess water vapor or cooking odor is produced.Source specific ventilation systems must be
controlled by a manual switch,de-humidistat,timer or other approved means.Controls must be readily accessible. Ducts
must terminate outside the building. Exhaust ducts which are designed to operate intermittently must be equipped with
back-draft damper.All exhaust ducts in unconditioned spaces must be insulated to a minimum of R-4.Terminal elements
must have at least the equivalent net free area of the duct work.Terminal elements for exhaust fan duct systems must be
screened or otherwise protected from entry by leaves or other material.
Table 3-1:Minimum Source Specific Ventilation Capacity Requirements
Bathrooms IGtchens
Intermittently operating 50 cfm 100 dm
Continuous operation 20 cfm 25 cfrn
Please be sure to note the locations of your source specific fans on your construction drawings and
indude the cfm rating you plan to install.
•
•
MOISTURE CONTROL (WSEC 502.1.6)
In order to help prevent moisture from collecting within the framing of the building,a vapor retarder must be installed to minimize
vapor movement through what is called the diffusion process.Components of the house requiring a vapor retarder are:
- Floors between heated and unheated spaces.
- Walls—on the inside(warm side in winter)
- Ceilings averaging less than 12 inches of ventilated area above the insulation to the underside of the roof
sheathing.
Check the appropriate boxes to indicate which method of interior vapor retarder will be used to meet
Moisture Control requirements:
• MATERIAL
LOCATION Exterior Grade Backed��1 4—Mil Clear Vapor Retarder Paint Not required if ventilation space
Plywood or OSB Plastic 2 (1.0 peon rating) average 12"above insulation
Floors N/A N/A N/A
Walls N/A N/A —
Ceilings N/A
1 Backed baits at walls and ceilings must be faced stapled.(Paper should extend over studs or rafters towards interior heated space)
2 Mastic is to be applied on the interior face of studs,ceiling joists,and raflab.(This does not replace the requirement for 6-mil brad(
polyethylene(plastic)to be laid over the ground within crawl spaces.
II
PRESCRIPTIVE HEATING SYSTEM SIZING
Heating and cooling design loads for the purpose of sizing HVAC systems are required and calculations in accordance with
accepted engineering practice,induding infiltration and ventilation must be provided when plans are submitted for the
building permit.
EXCEPTION: Design heat load calculations are not required to be submitted if the heating system installed is
equal to or less than 20 Btu/h*ft2.
City of Anacortes 2001 vi qC&VIAQ Residential Prescriptive Con3p1iance Form Page 6 of 6
If you plan to use this exception please complete the following calculation.
Heated floor area 23 00 x 20 = y&UOZ) Btu/h*ft(maximum heating appliance rating)
Please note that if the heating equipment you actually install exceeds the value calculated in this table,the building inspector may
require that you provide design head load calculations prior to field approval.
•
•
0 0
CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL
CHECKLIST
(This form is to be completed prior to issuing the building permit)
,
Site Address: PC I rr/�tF o3.--- Date: % —0 c
Contact Person:/I�v" "" �/
� '—` Phone No.: 13 —7' T
Assessors No.: P&p
-3 L I/f Lot a--1 Block — Addition:
(Building Department Checklist for Completeness)
OK NA OK NA
❑ Fire Department Access Ek ❑ Fire Hydrant Located within 250 feet
❑ Fire Flow Required to El Shoreline or Wetlands
❑ Site Plan ❑ Covenant Approval
❑ E3. Variance Required 8-, ❑ Regulated Slopes
❑ Plat Facts and Findings Compliance ®C 0 Survey in File
❑ Fill on Site
OThReceived and Reviewed by: Date: Li--d-r,ela /
(Engineering Department Checklist for Completeness)
OK NA OK NA
❑ Water Extension/Meter ❑ I5 Sewer Extension/Connection
❑ [tr--- Street Improvements/Sidewalks Er" ❑ Site Drainage Plan
❑ [l------Covenant Not to Oppose Future LID 0 [W' Latecomers Agreement
❑ [— Street Drainage E7' 0 Driveway location,slope,culvert
❑ Storm Drain Extension
Received and Reviewed by: eLker;) Date: y l Froti
FURTHER COMMENTS$
Zoning. g'I -- P(/a
Lot Size: (c) 5- '3 �,Q .7S(
z.,
Coverage Allowed: Ca O-)) sr,
Actual Coverage: ol-D' C4 J F r
. .
19C��
DECISION TO ISSUE A PRELIMINARY DEVELOPMENT PLAN PERMIT
FOR THE Fir Crest PLANNED UNIT DEVELOPMENT
Based on the foregoing Findings of Fact and Conclusions of Law, the Anacortes Planning Director is
hereby directed to issue a preliminary development plan permit for the Fir Crest PUD subject to the
following conditions:
1. The 14 acres shown on the application shall be deeded to the Anacortes Community
Forest Lands, as proposed by the applicant.
2. No more than 40 single family residences shall be built on the 26.89-acre project site as
shown on Drawing Revision A/August 22, 2002.
3. The project shall comply with the City of Anacortes construction standards as required
by the City Director of Public Works for water, sewer, street access and storm
drainage, including access to these facilities.
4. This project is subject to applicable water, sewer, and stormwater general facility and
hookup fees and transportation, fire, school, and park impact fees. These fees are
payable at levels in effect at the time of acceptance of a complete building permit
application and may differ from those fee levels currently in effect; sewer and water
latecomer charges may be payable.
5. Prior to clearing or fill and grade beginning, both a large parcel stormwater plan and a
water quality control plan, as spelled out in the City's Storm Drainage Ordinance #
2441, shall be prepared by the applicant, approved by the City Department of Public
Works, and implemented. This Plan shall be directed at ensuring that existing wetland
hydrology is maintained. The water quality control plan shall address permanent best
management practices to be incorporated in the project to control pollution of
stormwater runoff after construction and/or land clearing activities are completed. All
off-site stormwater improvements shall be made before construction or vegetation
removal begins. Bioswales shall be located in the public tract and not the City right-of-
way.
6. A temporary erosion sedimentation control plan shall be prepared and submitted with
the grading plan for approval by the City Director of Public Works. The plan shall
identify the potential for erosion and downstream sedimentation during construction
and describe the measures that will be used to mitigate impacts of erosion. Measures
that will likely be employed include sedimentation ponds, silt fences, hay bail filters,
and restricting the amount of excavation until conditions are favorable.
7. Dust control techniques will be employed as required by the City Engineer; such
measures would include watering haul roads and/or restricting the amount of
excavation until conditions are more favorable and shall be detailed in the final
development plan along with a construction access plan.
8. The final development plan design shall be based on actual field surveys and not on
existing topographical maps.
sty:
ii
Fir Crest
Planned Unit Development
•
9. Prior to any construction activity beginning, the proponent shall post a performance
bond in an amount acceptable to the City Public Works Director, and this bond will be
available to the City of Anacortes for twelve months after final plat approval to ensure
that the project's drainage system operates as designed; no mechanical equipment
shall be operated on site prior to final Development Plan approval.
10. Within a maximum of three years following the approval of the preliminary
development plan, the applicant shall file with the Planning Commission a final
development plan containing in a final detailed form the information required in part
e.(1) of Section 16.40 of the City of Anacortes Subdivision Ordinance. At its discretion
and for good cause, the Planning Commission may extend for one year the period for
filling of the final development plan. Draft project covenants shall be submitted with
the final development plan for Planning Commission review and approval as being
consistent with the preliminary development plan conditions.
11. If the applicant fails to apply for final approval for any reason, the preliminary approval
shall be deemed to be revoked and all that portion of the area included in the
development plan for which final approval has not been given shall be subject to the
zoning and subdivision ordinances otherwise applicable thereto.
12. Engineering review and inspection fees are payable on or before any actual
construction work begins. They are based on engineering estimates of construction or
actual quotes for the work. The engineering review fee is .5% and the inspection fee is
1.5% plus $500.00.
13. The road to the north of Fir Crest Place shall be 28'wide with a curb and gutter on both
sides and a sidewalk on one side. Lighting shall be as outlined in Condition# 16.
14. Fir Crest Place is to be a public road; the cul-de-sac at the north end of Fir Crest Place
shall be a public road; the private drives off of Fir Crest Place designated as Tract A
shall be private. .
15. The CC&R's shall be submitted to the Planning Commission for approval with the Final
Development Plan.
16. Street lighting shall be energy efficient and shall limit glare and/or emission of light
downward to the street and front yard areas. Street lighting will be installed per PSE
Schedule 52, Option "B". Lighting fixtures and design to be as approved by the Public
Works Director.
17. The Building Department shall assign and confirm project streetname.
18. A channelization and signage plan shall be submitted, approved by the City Engineer,
and installed by the developer.
19. A Home Owner's Association shall manage the common areas.
20. The sanitary sewer pump station is to be designed to City standards and dedicated to
the City.
21. A biofiltration system shall be built in this project to meet City Stormwater Ordinance
standards; the Covenants shall contain condition(s) approved by the Planning
ttt
12
Fir Crest
Planned Unit Development
r
Commission relative to pesticide management and control such that the highest
standards of water quality are maintained.
22. The storm sewer pump station shall meet standards set by the City Engineer.
23. A geotechnical engineering report that identifies subsurface conditions and makes
specific recommendations for grading and road and utility construction shall be
submitted with the Final Development Plan.
24. The storm detention system shall be designed in the following way: All road, roof, and
footing drains will flow through a tight lined storm system to a catch basin at the
bottom of Fir Crest place. This water will then sheet flow across a large grassy bio
swale. The water will then be recaptured in a catch basin and spread out through a
series of perforated pipes and drain rock.
25. Street trees shall have a root containment system as approved by the City Public
Works Department.
26. Trees to be planted shall be sized as required by Ordinance.
27. A 25' utility easement shall be granted to the City in the northeast direction from the
cul-de-sac at the northwest corner of the development following approximately the 400'
• contour line to the north end of the property line to provide utilities to future adjacent
developments.
28. There shall be a trail along the length of the projects' southerly boundary; the trail
location(s) shall be approved by the City Parks Director.
a. Development of the ACFL trail and plantings on the south side of the development
will be done in coordination with the Anacortes Parks and Recreation Department.
b. The City reserves the right to relocate the trail to the south as necessary.
c. The developer will grade the trail.
29. School bus waiting area(s) and mail box locations shall be as determined by the City
Engineer.
30. All lots created under this PUD shall be subject to all City of Anacortes charges for
utility services uniformly charged throughout the City of Anacortes including
applicable General Facilities Charges.
31. Street and sidewalk design shall meet "AASHTO" and City Public Works construction
standards and ADA standards; driveways shall not exceed a 15% grade.
32. Erosion Control and Clearing Plans shall be reviewed, approved, and implemented as
required by the City Engineer.
33. City water quality standards shall be met as required by the City Engineer.
34. Structural alteration necessary to develop this plat shall not encroach into adjacent
land parcels without recorded easements for such encroachment.
13
• Fir Crest
Planned Unit Development
C) c)
35. A disclosure will be required to hoinebuyers that the City will use the adjacent property
to the South of the development for material and debris storage.
36. No modifications beyond those approved herein are authorized.
37. Pages 11-15 of these Findings of Fact and Conclusions of Law shall be recorded with
the Final Plat Drawing.
38. The eastern side of the wetland shall be protected by a minimum 50 foot NGPE buffer
administered by the City of Anacortes according to the standard specifications, subject
to the following exceptions:
a. Minimal easements for the necessary storm drainage facilities as shown on the
approved site plan.
b. Trail easements as approved by the City.
c. The property lines and lot areas of Lots 18, 35,and 38 as shown on the approved
site plan.
d. During construction disturbed areas in the buffer may be re-contodred,graded
and seeded with grass to reduce erosion.
39. The western 25 feet of said 50-foot wetland buffer shall be transferred to the City of
Anacortes ACFL so that ACFL management has direct control over the eastern edge of
the wetland. The remaining buffer would belong to the homeowners of Fir Crest.
40. The sanitary sewer pump station shall be bermed so that accidental overflows do not
drain down slope into the wetland.
41. The CCR's shall restrict the use of pesticides, herbicides and excessive fertilizer,
unless otherwise approved by the ACFL management.
42. The last and lowest catch basin on the cul-de-sac shall be designed as an oil-water
separator to contain accidental hydrocarbon spills. This catch basin will be maintained
by the City of Anacortes. The design of this separator is to be of the low tech
inexpensive variety due to the length of the bio swale already proposed.
43. The storm drainage bio swale and infiltgration system shall have an overflow piped
directly to the wetland with a level spreader discharge; location and design shall be
approved by ACFL management.
44. The property transferred to the City to become part of the ACFL shall be named Welch
Woods.
45. Setbacks shall be as follows: a 10-foot setback from Fir Crest and a 10-foot setback
from the property line abutting the private access roads; a 20-foot setback from the
propery line in what may be considered the side yard abutting other 4-lot clusters; a 5-
foot setback in the back yards and side yards abutting other homes in the same
cluster.
46. The lot coverage may be increased to 50% for single story residences.
y49..
14
Fir Crest
Planned Unit Development
l l �
47. A 6-foot fence is allowed in the yards facing Fir Crest Way with a minimum setback of
' 10-feet from the property line along Fir Crest Way as shown in the application
drawings.
These Findings of Fact and Conclusions of Law were adopted by Anacortes City Council on
CITY OF ANACORTES,WASHINGTON
BY
H. Dean Maxwell, Mayor •
II
ATTEST: APPROVED AS TO FORM:�
George Khtaian, City Clerk Ian S. Munce, City Attorney
'This written decision was mailed to the applicant and appellants (if any)
on
Kathy Janke
•
to-
15
Fir Crest
Planned Unit Development
I
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