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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 � �� --�-�."...,-- SCALE:1"=20' 78.25' �a �.or Q � i84 i85 r- � ti � � r �0� o i N ! ;I � � � _ _ � � �� N t �, � cov�Ario �o°°r�vs �o�) � _ � � __ _ _ �J � I � 3s I � o � 21 Q3 A STD � � I ° � D IAG 55.17 f r 6.5� 38' w � 33.75' t � � l � � I + SE A'RAT10N �� 2 CAR �,a, � oR sLE�V� � � GARAGE �(�V, iNATER INE , � PORCH / � � � 22� I �� / 1 (- - - - I �! �` r r DRI E `a�s %� �/I �� •�� n � ��/ r 90'U71LlTY ESMT � f_ J � i a S �� s.2s� , cont wa�x �/ / PLANTEF2 6' /' . N CURB/GUTTER �� / /� /� ��_ �---'�r ��r�e�,�s�;: G�+,�r� n�� S�� -��'� ��-�..�!-�- -� �..,. ��_� � � o -- ��_ - i �. �"""`" �',�%= i-t 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 � `� :, � ....;. � x, .. n .. .r ,,,.-�.. . .,.�. __. _ ............. . ... .�.. ...�.. � _ F r-.�,:�, � �- .,. ,�� . 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. f� � �� '�'.��. F. W� `�:4��_~Srr��,� �o ��,� o� a i� �' 'x'�Su +' ��. ,�,; �.w._ ,,r°`��'7 �p'^ $E�STER�'� `�.ry`�+� < `A,�•�-°`�a' ¢�.`��p:`+.4L��''G�"�� Pr V: ��.�._r,,...,�w_,.�.... �"u�r-�s' � exs��:ES p4l25�/ �� Mark I'. Weller,P.E. President r.. ..-, .�r-,�-�+ �-,�.-, � �``.�1 r.�� V ir::� i �� 'j � _.�.i:., - 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„ 12" GABLE W 12" RAKE N GABLE E D IRDER TRUSS 4:12 4:12 � w � ¢ m N m d � w a �° � o 0 0 0 � Q N � O �U U m� I d� �N d.� HUC410 HANGAR(2 PLCS)� 19'-0" 6° 18'-0" 6„ � 4X4 DF#2 W/ 4X4 DF#2 W/ ACE4 & AB44 ACE4 & A844 PIER PAD 18"a. PIER PAD 18"0' � x 8" THK. TYP. x 8" THK. TYP. a LL . � V LL N � N m J m � � � � N � OPT. COVERED PATIO " N 0 X ------ ----- � � X � � (7 M HUC410 HANGAR(2 PLCS) - - 1 —— --- � r - �� F-� T� �, � ;� � � � E � � I , , --- e" _ ,'-o° --------= 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 � .�,�;._�. _ U � � � � M � O � tn +r N N }N, � � N (Q aN.. L � � � � � � C� U o0 � � Q �•UN � _ � � � � ui U o >. � � U � � � � � � � � N � � � p > q � � � � � � °' � � � �� , � � °- � � °' � � �3 omv � � � � `� � O p "_' `� a� � a� = o � � � � o � � � � � � •Nq � a� � c � � .� m � � �3 � � N � '�, o Q 3 � � � � w w � � � '�' '� � � � � ''Q- N � n.fl � �v� p w � � � O � p uJ �j °° � � a? V � Q rn n � = p = � wc� .� � o U F" O a> � M � Z ,N fLf � N > N O W � � cn M W O uJ N N � J � c6 � N � � Q � .ar � LL CO L.L N � J U L N a Q � � � � � � � � f� ~ fA Z O � . . N � �' 'D O � N � (6 � � N � � J � = V � � f6 'a � Q" � � Q Z Q y � (� � � � � i � � f� C �' � C C � � � � � �d m � 0 m � Q (n m �S�A'0� �' �T 1 INSULATION jr ��o �� NORTHWEST ��H�/' 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.