20120294 Permit Pkg 11062012 �oF''H�'A� Clty of Yelm Permit No.: 20120294
4 'r
� � Community Development Department issue Date: 11/06/2012
(Work must be completed within 180 days)
Building Division
Phone: (360)458-8407
L
"""'`"'""°" Fax: (360)458-3144
Applicant:
Name: FREESTONE Phone: 253-896-1300
Address: 6820 20TH ST E STE A
FIFE WA 98424
Property Information:
Site Address: 15431 CHAD DR SE 185 Owner: FREESTONE INC
Assessor Parcel No.: 416110018500 Subdivision: CHERRY MEADOWS Lot: 185
Contractor Information:
Name: FREESTONE Phone: 253-896-1300
Address: RICK CARLILE
6820 20TH ST E STE A
FIFE WA 98424
Contractor License No.: FREESI*969NZ Expires: 1/24/2011
Project Information:
Project: NEW RESIDENTIAL BUILDING
Description of Work: LOT 185, PLAN 2103
Sq. Ft. per floor: First 883 Heat Type(Electric, Gas, Other): GAS
Second 1220
Third
Garage 448
Basement
Fees:
Item Contractor Fees
NEW RESIDENTIAL BUILDING FREESTONE $16,152.75
MECHANICAL KLIEMANN BROS. $ 78.25
PLUMBING PELTRAM PLUMBING $ 118.00
TOTAL FEES: $16,349.00
ApplicanYs Affidavit: OFFICIAL USE ONLY
I certify that I have read and examined the information contained within the application and know the same
to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints:
Yelm regulations including those governing zoning and land subdivision, and in addition,all covenants,
easements and restrictions of record. If applying as a contractor, I further certify that I am currently Final Inspection:
registered in the tate of Was � gton.
�� Date:
Si nature Date
Firm By�
_
Cit� of Y�l�
(36 } 45H-�3402
REC.�: OU 109H8�� 11/Q6,'2012 8.56 AM
O�FR: �U TE�M: 001
REF#; ib(l4
�fHAN: 33,OUOU BUTLDING f'ERMITS
2012t�`t`.99 16,5G3.7(1C�2
FREESTONk
15449 CHAD DR SE 182
BlD-RFS1 16,357,45C1�
MECH 78,25CR
F�L 118.UOGR
�RAN; 33,ODUl1 BIIII.OING PFRMIIS
2.U1202�8 1�,349,OOGR
FREEST(�IVE
15443 CHAD UR SE 18:i
BLD-�R�S1 1h,152,75C(�
MECH 78.25CR
f'l_ 11�3.00L'F
TRAN: 33.�ODU t�UIL�iING PEkMITS
2(�i 20297 16,5G3.7GCf�
F�R�ESI�ONE
15437 CHAI� [l�2 SE 184
�LD-RES1 16,367,�5CR
MECH 7�.75GR
PL 118.0(�CR
T���N: 33.(i0(i0 �IJII�CiTNG PERMIiS
20120294 16,34g,00Cf7
FREESTQNE
15431 CfiAG GR SE 185
BLD-RES1 16,152.75CR
MECH 78,25CR
PL 118.�(�CR
TENUFRE[l: 65,�325.4C7 CHECK
AF�P L T E(): 65,825.4(7-
cwaNr�: -_____...___.�o.�o
YtLNi COMiMUNITY SCHOOLS
PO BO?( 476
YELM WA 98597
Clerk: Croy
Terminal : 1
Recei pt: 194721
Man:�al 2ecei�t:
NFR�ESTuhE
NFREESTONE
FREESTQNE, LLC
6820 20TH ST E SUTTE A
FIFE, WA 98424
11Jb/2C�1[ 8:41 AM
t�tY--Item _`..___._------- -- Frice
1 CNF MITIGATIuN 3015.00
MITIGATION
03-021 I lot 182 / 15449 Chad DR SE;YeIm
1 �PF MITIGATION 3015.00
MITIGATION
��3-G21 / lot 183 �" 15443 Chad DR SE;YeIm
1 CFF MITIGATIuN 3015.00
MITIGATION
U3-u21 / lot 184 r 15431 Chad DR SE;YeIm
1 CPF MITIGATION 3015.00
MITIGATION
03-021 / Lot 185 / 15431 Chad DR SE;YeIm
Subhotal ; 12060.00
Tax: 0.00
Total : 12060.00
Cneck 12060,00
1605
Cf�ange Due: 0.00
THA�VK YOU
2o12C)2�1�
CITY OF YELM
RESIDENTIAL BUILDING PERMIT APPLICATION FORM
Project Address: "J�"'I�c�� Dr•� Parcel#: �«I On I$b OO
Subdivision:�Q��C���t�ot#:�� Plan#: oZ, � Zoning:
�Q New Construction � Re-Model/Re-Roof/Addition ❑ Home Occupation Sign
❑ Plumbing ❑ Mechanical ❑ Mobile/Manufactured Hom lacement ❑ Other
Project DescriptionlScope of Work: ` t � Q. W� P�
Project Value:
Building Area(sq. ft) 1'�Floor 2nd Floor�_ Garage u Bec1t �
Basement '� Carport � ati o���
#Bedrooms #Bathrooms �
s��2- Heating: GAS OTHER or ELECTRIC (Circle One)
Are there any environmentally sensitive areas located on the parcel? �I�
11 yes, a completed environmental checklist must accompany permit application.
BUILDING OWNER NAME�:
ADDRE S O EMAIL , ,��
C��' � _STATEJ�_ZIp TELEPHONE (o- �
ARCHtTECT/ENGWEEFi LICENSE#
ADDRESS a5 - EMAIL�QQhq CqM�q� n
CITY '�o.�-h¢.� STATE ZIP � TELEPHONE
GENERA!GON'FRACTOF� TELEPHONE_ 5{��
ADDRESS EMAIL �q�—
CITY 5A-IY� STATE IP FAX �a'�C'-�.� $q(o-b(o 60
CONTRACTOR'S LICENSE# E 2 EXP DATE CITY UCENSE#
�tH
PL'UMBING CONTRACTpf� e LEPHONE 1-
ADDR SS EMAIL
C17Y STAT Z 0 FAX C25'� 9 l -G�
CONTRACTOR'S LICENSE# EXP DATE CITY LtCENSE#
� ao
MECHAh11CAL CONTRftGTC1t� • 1c TELEPHONE a6 5 -D
ADDRESS 1}`103 III�`� S� � EMAII
CITY Ict.QDryuL, STATE ZIP _ (— FAX C
CONTRACTOR'S LICENSE#kl,rENlF�1�0 1 RT EXP DATE1� CITY LICENSE#
Co � a'1 201�{
py of mitigation agreement with Yelm Community Schools, if applicable.
I hereby certlty that the abovs InformaUon Is eorrect and that the construcUon on,and th�oceupancy and the uso of the
abo sc�lbed property wlll bo In accordanca wlth the laws,rules and regulatlons of ths Stab ot Washington and tho
C of Y Im.
Appt(c 's Slgnatur � 2"
Date
Owner/Contractor/Owner's Agent/ ontractor's Agent(Please clrcle one.j
All perm(ts are non-transferable and will expire If work authorized by such permit Is not begun
withln 180 days of issuance,or if work is suspended or abandoned for a period¢�1$�d.�,ys , ,_,., ..,,,,�
� _..a_; :....,w r,:.r ✓ r_:.. �
I", ���
�.� . �� ��
105 Yelm Auenue Weat �
Yelm, WA 98597 (360)��;835 _______ _
curaw.ct.yelm.wa.ua (360)458-3144FAX � ��
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NO 5� EAVE CONN�CT 4" PVC ROOF
ENCROACHMENT THfS LQT Qf�AINS,fiC3'DRYVI!�G,
L�C}T 185 - CHERRY M�ADC7Vif�� :, ; �_�:�
PARCE� #: 416100 1$5 QO owner: �r ��one
Gherru�I�adowa��LLG____
Lat Slze: Pro�ect ,4ddress: 6820 20th 5t. � 5vite A�
6,713 Sq. Ft. 15431 CHAD DRIV� SE ���e, wa a84��
.�s�-�a�-��oQ
_ _
Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1
Pr�ject Information Contact Information
Freestone Plan 2103/2134 Freestone Companies 6820 20th St E Suite A
Yelm Fife WA 98424 253-896-1300
Rick Carlile 253-381-6080
This set of forms has been developed to assist permit applicants documenting compliance with the
Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located
in Climate Zone 1.
The following forms provide much of the required documentation for plan review. The details noted here
must also be shown on the drawings (WSEC 104.2).
This form is not a substitute for the energy code itself. To obtain a copy of the energy code,
go to the following web address. http://www.energy.wsu.edu/code
Glazing iz a a b
�o Glazing U-Factor poor 9 Vaulted Wall Wall• int Wall• ext Slab
Option Area : Ceilingz 3 Above Below Below Floors on
0 1� U-Factor Ceiling
/o of Floor Vertical Overhead Grade Grade Grade Grade
R-49 or R-21 R-21 R-10
� I 13% 0.34 0.50 0.20 R-38 R-38 Int.' TB R-10 R-30 2,
Adv.
R-49 or R 21 R-21 R-10
Q II 25% 0.32 0.50 0.20 R-38 R-38 Int.' TB R-10 R-30 2,
Adv.
R-49 or R-21 R-21 R-10
Q III Unlimited 0.30 0.50 0.20 R-3$ R-38 Int� ,rB R-10 R-30 2,
Adv.
See WSEC tab/e 6-1 forfootnotes
Glazing Schedule Attached to Document
� Does not apply. (SEE tNSTRUCTIONS) Using Prescriptive Option III. All glazing .
and doors meet maximum U-factor.Alternate heating size method submitted.
� Option I or II,Glazing to floor area limit(WSEC 602.7.2)
❑ Area weighted window,skylight or door U-factor(WSEC 602.7.2}
❑ As part of the heating system sizing calculation (IRC M1401.3&WSEC 503.2.2)
Radiant slab:
___ _ _...
_
❑ R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9)
_ _ _ .. ..
Chapter 9 Options Total of 1 Credit Reauired
_.
Opt. Opt. Description
1a High Efficienc HVAC Equipment 1 1.0 �
1b High Efficienc HVAC Equipment 2
1c High Efficiency HVAC Equipment 3
2 Hi h Efficienc HVAC Distribution S stem
3a Efficient Building Envelope 1
3b Efficient Building Envelope 2
3c Super-Efficient Buildin Envelope 3
4a Air Leaka e Control and Efficient Ventilation
4b Additional Air Leakage Control and Efficient Ventilation ,,, ,:,.�,, ,,,,,��.,,,:,�„� �
5a Efgcient Water Heating ��� � `� �,;,,;,,��,y �;/ , ,,
i+
5b Hi h Effiecienc Water Heatin � �
6 SmaII Dwelling Unit ��.9 _ , t;���
7 Lar e Dwellin Unit
8 Renewable Electric Ener y "��0-1�w�h+--------------�
Total Credits 1.00
WSEC Prescriptive Worksheet(2010 edition)Zone 1 WSUEEP10-010 Copyright 2010
_ _ _ _
_ _
_ _ _ _ _ __ _
Glazing Schedule _ _
, ,
. Project Information Contact Information
Freestone Plan 2103/2134 Freestone Companies 6820 20th St E Suite A
Yelm Fife WA 98424 253-896-1300
Rick Carlile 253-381-6080
Conditioned Floor Area 2134 Sum of UA for Heating System Sizing 95.8
Sum of All Glazing Areas From Below 275
Glazing to Floor Area Ratio 12.91°/a 602:7:2 Exception Ratio(not to exceed 1%)�
Exterior poors
Plan Component Door Percent Width Height Glazing Door poor
ID Description Ref. U-factor Glazed Qt. Feet Inch Feet �n�n Area Area UA
Ent Fiber lass Insulated IECC 0.160 1 3 6 8 20.0 3.2
GBf. One Exempt Swinging Door<24 Square Feet 1 2 $ 6 $ 17.8
Sum of Glazing Area, Door Area, and UA (do not include exempt door) 20.0 3.2
- - - - Area Weighted U= UA/Area 0.16
Sum of Area and UA for Heating system size only(include exempt door) 37.8 3.2
Vertical Glazing (Windows, Glazed doors using Exception 602.6#1)
Plan Component Glazing Width Height Glazing
ID Description Ref. U-factor Qt. Feet �"`n Feet �"°n Area UA
Ent 2 Glz Vinyl Low E PW NFRC 0.320 1 4 5 1 4.4 1.41
Ent 2 Glz Vin I Low E PW NFRC 0.320 1 1 5 5.0 1.60
D&G 2 Glz Vin I Low E NFRC 0.340 2 6 5 60.0 20.40
Gr 2 Glz Vinyl Low E PW NFRC 0.320 2 2 2 6 10.0 3.20
Din 2 Glz Vin I Low E Su er S acer SGD NFRC 0.330 1 6 8 48.0 15.84
Kit 2 Glz Vin I Low E NFRC 0.340 1 4 4 6 18.0 6.12
Up 2 Glz Vinyl Low E NFRC 0.340 4 5 4 80:0 27.20
MBR 2 Glz Vin I Low E NFRC 0.340 1 6 4 24.0 8.16
MBA 2 GIz Vin I Low E NFRC 0.340 1 4 4 16.0 5.44
MBR 2 Glz Vin I Low E PW NFRC 0.320 2 2 2 6 10.0 3.20
Sum of Area and UA 275.4 92.57
Area Weighted U= UA/Area 0.34
WSEC Prescriptive Worksheet(2010 Edition)
WSUEEPIO-010 Copyright 2010
Overhead Glazing
Fra� Component Glazing Width Height
' ID Description Ref. U Qt. Feet Inch Feet '"�'' Area UA
Sum of Area and UA
Area Weighted U= UA/Area
Doube Glazed Garden Windows Section 602.7.2 Exception
Plan Component Width Height
ID Description Qt. Feet �"°n Feet Inch Area UA
_
Sum of Area
Sum of Area X 3(This total is automatically inc/uded in the glazing area total.)
Glazing UA for Heating System Size Only=Area X 0.63
WSEC Prescriptive Worksheet(2010 Edition)
WSUEEPIO-010 Copyright 2010
_
Simple Heating System Size: Climate Zone 1
Prnject Information Contact Information
Freestone Plan 2103/2134 Freestone Companies 6820 20th St E Suite A
Yelm Fife WA 98424 253-896-1300
Rick Carlile 253-381-6080
Indoor Design Temperature 70
Outdoor Design Temperature 17
_
_ _ _ _
Design Temperature Difference (oT)
_ _ _
t1T=Indoor-Outdoor Design Temp 53
Conditioned Floor Area 2134 :
Conditioned Volume 17707
Glazing _
Copy Sum of UA from Glazing Schedule 96
Attic U-Factor X Area = UA
R-49 0.027 1220 32.9
R-38 Advanced 0.026
Single Rafter or Joist Vaulted Ceilings
U-Factor X Area = UA
R-38 Vented 0.027 � �
Above Grade Walls U-Factor X Area = UA
R-21 0.056 2069 115.9
Floors U-Factor X Area = UA
R-30 0.029 1224 35.5
Below Grade Walls U-Factor X Area = UA
2' Depth Walls 0.042
3.5' Depth Walls 0.041
7' Depth Walls 0.037
Slab Below Grade F-Factor X Len th = UA
_ _ _ _
_ _ _
2' Depth 0.59
3.5' Depth 0.64 -
7' Depth 0.57
Slab on Grade F-Factor X Length = UA
; _ __ _ _
R-10 2' perimeter 0.54
R-10 Full - Heated 0.55
Sum of UA 280
Envelope Heat Load 14844 Btu/ Hour
__ _
Sum of UA X OT
Air Leakage Heat Load 10135 Btu/ Hour
((Volume X 0.6)X 4T)X.018))
Building Design Heat Load 24979 Btu / Hour
Air Leakage+Envelope Heat Loss
Building and Duct Heat Load 1.15 28726 Btu/ Hour
If ducts are iocated in unconditioned space: Sum of Building Heat Loss X 1.15
If ducts are located in conditioned space: Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 150% 43089 Btu/Hour
Building and Duct Heat Loss X 1.50
WSEC Prescriptive Worksheet(2010 Edition)
WSUEEPIO-010 Copyright 2010
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WELLER CONSULTING ENGINEERS, P.C.
21925 8th Place W• Bothell,WA 98021 • Ph(425)488-9868 • Fax(425)486-6715• wcengr@comcast.net
T0: City of Yelm Building Department October 15,2012
Buildin�Official
RE: Plan 2103,Lot 185,"Cherry Meadows"
Weller Consulting Engineers, P.C.Job# 10-024
Tl�e previously submitted structural caleulations by Weller Consulting Engineers' P.C. for plan
2103 ��ill not be affected due to the addition of the covered patio. Please see attached
calculations for the covered porch beams.
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< `A,�•�-°`�a' ¢�.`��p:`+.4L��''G�"��
Pr V: ��.�._r,,...,�w_,.�.... �"u�r-�s'
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exs��:ES p4l25�/ ��
Mark I'. Weller,P.E.
President
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BY---------------------
.
BeamChek v20091icensed to:WellerConsulting Engineers,P.C. Reg#523465779
FREESTONE ROOFFRAMING
PORCH BEAM Date:6/07/12
I i n 3-1/Sx 10-1/2 Ol6 24F-V4 DF/DF Lu=0.0 Ft
n i' n NDS 2005
Min Bearing Area R1=2.3 in' R2=2.3 in' (1.5)DL Defl= 0.44 in Recom Cambe�0.66 in
0� Beam Span 16.0 ft Reaction 1 LL 900# Reaction 2 LL 900#
Beam Wt per ft 7.97# Reactlan 1 TL 1512# Reaction 2 TL 1512#
Bm Wt Included 144# Maximum V 1512#
Max Moment 6803`AI Max V(Reduced) 1365#
TL Max Defl L/240 TL Actual Defl L/246
LL Max Defl L/360 LL Actual Defl L/497
Athibutes Sec6on in Shear in TL Defl in LL Defl
Actuai 57.42 32.81 0.88 0.43
Critical 29.58 7.42 0.90 0.60
Status OK OK OK OK
Ratio 52% 23% 98% 72%
Fb s Fv si E si x mil Fc� si
Values Reference Values 2400 240 1.8 650
Ad usted Values 2760 276 1.8 650
Adiustments Cv Volume 1.000
Cd Duration 1.15 1.15
Cr Repetitive 1.00
Ch Shear Stresa N/A
Cm Wet Use 1,�0 1.00 1.00 1.00
CI Stabllity 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:100 Uniform TL: 160 =A
Uniform Load A
�
R1=1512 R2=1512
SPAN=18 FT
Uniform and partial uniform loads are Ibs per Iineal ft.
>
BeamChek v2009/icensed to:Weller Consulting Engineers,P.C. Reg#523465779
� FREESTONE ROOF FRAMING
PORCH BEAM Date:6/07/12
lection 3-1lSx 10-1/2 GLB 24F-V4 DFIDF Lu=0.0 Ft
Condition� NDS 2005
Min Bearing Area R1=4.2 in' R2=2.0 in' (1.5)DL Defl= 0.33 in Recom Camber-0.49 in
Data Beam Span 12.0 ft Reaction 1 LL 1050# Reaction 2 LL 450#
Beam Wt per ft 7.97# Reaction 1 TL 2736# Reaction 2 TL 1272#
Bm Wt induded 96# Maximum V 2736#
Max Moment 7384'# Max V(Reduced) 2344#
TL Max Defl L!240 TLActual De8 L!338
LL Max Defl L/360 LLActual Defl L/>1000
Alfributes Section in' Shear in TL Defl in Ll Defl
Actual 57.42 32.81 0.43 0.10
Critical 32.02 12.74 0.60 0.40
Status OK OK OK OK
Ratio 56% 39% 71% 25%
Fb si Fv si E si x mil Fc1 sf
Values Reference Values 2400 240 1.8 650
Ad'usted Values 2760 276 1.8 850
Adiustments Cv Volume 1.000
Cd Duration 1.15 1.15
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
Point TL Distance Par Unif LL Par Unif TL Start End
B=1512 4.0 225 H=360 0 4.0
50 I=80 0 12.0
I
� H -�
Pt loads: B
R1 =2736 R2�72
SPAN=I2FT
Uniform and partial uniform loads are Ibs per lineal R.
I
` ?�;-��� VE1�1T ��E��UIREP��IEf�JT -- OPT COVE�ED 1='ATIO
2009 I.R.C. I.R.C. SEC. R806.2 - VENTILATION
THE NET FREE VENT1LATiNG AREA SNALL NOT BE LESS THAN 1 / 150 OF THE AREA OF SPACE TO BE
VENTILATED, EXCEPT THAT THE AREA MAY BE 1 / 300, PROVIDED AT LEAST 50� & NOT MORE THAN 80�
OF THE REQUIRED VENTiLATING AREA IS PROVIDED BY VENTiLATORS LOCATED IN TNE UPPER PORTION
„ OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE VENTS WITH THE BALANCE OF THE
��yz � �: ,v` REQU�RED VENTILATION PROVIDED BY EAVE VENTS AND VENTiNG RIDGES.
� E_._.w:�,.ac u�
+25)�r�a9�6r
Et��wEeR Rewew EAVE VENTS SHALL BE COVERED WITH CORROSION—RESISTANT METAL (�ESH WITH MESH
.;;,; ,._,h�R ,,,�,,-., OPENINGS OF 1�4" IN DIMENSION.
- r - _ _.
� �_ , .,,�� , .
.
'�` `''- �" `' ` ` ` TOTAL ROOF AREA (Sq. Ft.):
�
SCREENED VENT AREA (Sq. Ft. W/ AREA REDUCTION): 0.34
- - - REQUIRED AREA (TOTAL Sq. Ft. / 2): 108
REQUIRED ROOF AREA DIVIDED BY 300 0.36
REQUIRED ROOF AREA DIVIDED BY SCREENED VENT AREA 1.06
TOTAL VENTS REQUIRED (ROUNDED UP): 2
12" 18'-a„
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Project:
P►°n: Freestone Com anies
P
6820 20th Street E Suite A, Fife WA 98424
Date: 253.896.1300
9/14/12 www.freestonecompanies.com
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2.0��. � Z��t � Insulation Certificate/Blower poor Test Form
Batts&Blankets Thermal Performance(Attic Application)
When installed in accordance with the manufacturer's The stated thermal resistance(R-value)is provided by installing in accordance with the manufacturer's
recommendations,Knauf Batts&blankets will provide instructions,the required number of bags per 1,000 sq.ft.of net area,at not less than the labeled minimum
the full R-value. thickness.Failure to install both the required number of bags&at least the minimum thickness will result
in lower insulation R-value.
'y
To obtain an Instatt�d insulation Tcr abtain an The number of Contenfi�of this ba$ The Weigh#!S�'of Instatled insuiation
insulation resistattce should not be less insulation bags/1,QOQ SF of ne should not cover mvre i�st�tled insulation should ntrt be-less
R-Value of than: resistance area should not be ' than: shauld not be less than: than:
.Value of:
R-38 HD 10.25" R-60 29.7 33.6 SF .9521bs. 19.750"
R-38 12.00" R-49 23.5 42.5 SF .7531bs. 16.375"
R-30 HD 8.25" R-44 20.9 47.8 SF .670 lbs. 14.875"
R-30 10.00" R-38 17.8 56.2 SF .56916s 13.000"
R26 9.00" R-30 13.6 733 SF .4371bs 10.375"
R-22 6.50" R-26 11.8 85.0 SF .3771bs 9.125"
R-21 HD 5.50" R-22 9.8 1022 SF .313 lbs 7.750"
R-19 6.25"** R-19 8.4 1193 SF .2681bs 6.750"
R-15 HD 3.50" R-13 5.7 175.3 SF .183 lbs 4.750"
R-13 3.50" R-11 4.7 210.8 SF .1521bs 4.000"
R-11 3.50" Bag Weight-Nominal 30 lbs,Minimum 291bs.This product wnforms to the performance requirements of ASTM C 764,
R-8 2.50" Type 1,&cancelled Federal Specification HH-1-]030B,Type 1,Blass B.R-Values aze determined in accordance with
**R-18 in a 5.5"caviry.Conforms to ASTM C 687&C 518."R"means resistance to heat flow.The higher the R-value,the greater the insulation power.To get the
C665&Federal Specification HH-1-521F mazked R-value,it is essential that the insulation be installed properly.If you do it yourself,get instructions&follow them.
To achieve labeled R-value,this product must be applied with a pneumatic blowing machine&a corrugated hose with a minimum.25"internal conugation,a minimum length
of 150 ft.&a diameter of at least 3".Coils in the hose should not be less than 36"in diametec Acceptable material feed rate is 5-35 lbs./minute.Recommended feed rate is
15-25 lbs./minutes.
Builders Insulation Statement.
Batts and/or blankets have been installed in conformance with the above 2009 WSEC Residential Enerev Compliance Certi£�cate-Buildina Air Leakaee
recommendations to rovide a thermal resistance of....
R-Value Standard Buildin &Test Condirion: Comments:
Attic Area R- R-49 Date: 3• Z•�i • �1'3
Ext.Walls R- Z.l R-21 Time 'y00
Inter.Walls R- R-11 Indoor Tem : (p0
S rinkler Tentin R- R-8 Outdoor Tem : O
KneeWalls R- R-21KF F1oorArea(s ft) ?.�0�
Completed as of: Buildine Air Leakaee Tareet: SLA Less Than 0.00030
Installers Name Print: Test#1-Depress_�Press Pretest Baseline Pressure (Pa)
Installers Name Sign: �F�+t.lJ
Bld Press.(Pa Flow Rin Fan Press. Pa Flow c
Site Address: lS'�3 � G�tl�G � s E �
�,�{,M, wA 98��� Post Test Pressure: Fan Model/SN: M�D �3
Results:SLA(Specific Leakage Area): • 0�� Z�
Home Builders Signature: Test#2-Depress Press Pretest Baseline Pressure (Pa)
Home Builders Address:
Bld Press.(Pa) Flow Rin ; Fan Press. a Flow cfin
Insulation Contractor. Insulation Northwest LLC
Post Test Pressure: Fan Model/SN:
P.253-846-0121 P.O.Box 732069
Results:SLA(Specific Leakage Area):
F.253-846-8096 Pu�p,WA.98373
Affidavit: I certify that this Specific Leakage Area is accurate&determined using Blower poor Test Standard 502.4.5 Building Air Leakage Testing.
Technician Name Print: �'�kLg- Technician Name Sign:
i �
) / � ,� • ••
Duct Leakage Affidavit
Permit#:�!��� Z��-----
�Vr ��
House address or lot number:�_��'��---------- -----
c�cy. _—��r�-�--- --- Z�p� ---G�=-�-�-7=-
Cond. Floor Area(ft2):___2L�__--- Source(circle one): Plans 1 Estimated Measured
❑ Duct tightness testing is not required for this residence per exceptions listed at the end of this document
Air Handler in conditioned space? �yes [-�'f�io Air Handler present during test? �es [� no
Circle Test Method: Leakage to Outside Total Leakage ?,
��____-- '.
Maximum duct leakage:
Post Construction,total duct leakage: (floor area x.08)_______CFM@25 Pa
Post Construction, leakage to outdoors: (floor area x.06)_____�_CFM@25 Pa
CFM 25 Pa
Rough-In,total duct leakage with air handler installed: (floor area x.06) __�!� @
Rough-In,total duct leakage with air handler not installed: (floor area x.04)_______CFM@25 Pa
Test Result:___t_d r __CFM@25Pa
Ring (circle one if applicable): Open 1 2 � 3
Duct Tester Location:�?m`��_«�--- Pressure Tap Location:__��'�����s'!`-�°-��`�
l
1 certify that these duct leakage rates are accurate and determined using standard duct testing protocol.
, , , . . � .
Company Name:_� ---- ---
1����,,�.i� L� � _z, ,___Techntcian:_ �
ture: _�__—_Date:_��z �� Phone Number:_______--
Technician Signa __—
Washington State Energy Code reference:
503.10.3 Sealing.All ducts,air handlers,filter boxes,and building cavities used as ducts shall be sealed.Joints and seams shall comply
with Section M1601.3 of the Infernational Residential Code or 603.9 of the International Mechanical Code. Duct tightness testing shall be
conducted to verify that the ducts are sealed.A signed affidavit documenting the test results shall be provided to the jurisdiction having
authority by the testing agent.When required by the building official,the test shall be conducted in the presence of department staff.
Exceptions: 1.Duct tightness test is not required if the air handler and all ducts are located within conditioned space.
2.Duct testing is not required if the furnace is a nondirect vent type combustion appliance installed in an unconditioned space.
A maximum of six feet of connected ductwork in the unconditioned space is allowed.All additional supply and return ducts
shall be within the conditioned space.Ducts outside the conditioned space shall be sealed with a mastic type duct sealant and
insulated on the exterior with R-8 insulation for above grade ducts and R-5 water resistant insulation when within a slab or
earth.