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20120297 Permit Pkg 11062012 aF TH�'p� City of Yelm Permit►vo.: 20120297 a� � � � 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: 15437 CHAD DR SE 184 Owner: FREESTONE INC Assessor Parcel No.: 41610018400 Subdivision: CHERRY MEADOWS Lot: 184 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 184, PLAN 2379 Sq. Ft. per floor: First 984 Heat Type(Electric, Gas, Other): GAS Second 1395 Third Garage 360 Basement Fees: Item Contractor Fees NEW RESIDENTIAL BUILDING FREESTONE $16,367.45 MECHANICAL KLIEMANN BROS. $ 78.25 PLUMBING PELTRAM PLUMBING $ 118.00 TOTAL FEES: $16,563.70 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 i State of Wa hingto Signature Date f' ��� Date: Firm By� Cit� af Y�l� (36 ) 45H-£i402 REC#: OU109H8�� 11/Q6/�012 8:56 AM OPER: �tl TEI�M: �01 REF#: i6C14 �HAN; 33.007Q0 BUILl7:ING f'Ek��ITS 20120299 16,5G3.7�lCFt FREFSTONE 15449 CHAD DR SE 18G Bl�-RFS1 16,367.45GR MECH 78.7_5G� PL 118.00CR TRAN; :�:�.UC)UQ BUII_D�IIVt� PFRMIT� 2.(11202a� 16,349�UOC,R 1=RECSTC�hlE 15443 CHA� [�!; SE 183 BLD�-RES1 16,152.75Gf; M�CH 7�.25Ck f'L 118.1�OL'R TRAN: �3.�O�ai; �UTLLIING I��h�MI�CS 20�i2029�1 16,5�3.7CCf� FREESTQNE 15437 GHAD D� 5E 184 BLD-RES1 16,367.45CR MECW %�.25C� PL 118,00�"R TFiP�N: �3.GOC10 BUiI_CiING PEkMI�(�, 20120294 16,34�,OOCf7 FREESTONE 15431 CFfAG DR 5E 185 BLD-RE57 1fi,152.75CR MECH 7�.25CR PL 11fl.0UCR TENUERE[l; 65,E�Z5.40 GHECK Af'PLrEC): 65,B25.4O- __�_...____.___._.__._�_ CWAIVGE: 0.00 YtLM COMM�N3TY SCHO�LS PO BOX 476 YELM WA 98597 Clerk: Croy Ter�rinai : 1 Recei pt: 194721 Mam.�al Receipt: �vFREESTuht NFREEST�NE FREESTONE, LLC 682C1 20TH ST E SUITE� A FIFE, WA 98424 11J6J2G1[ 6:41 AM t�t_y__�I ten�_____.____._____�_� F r i ce 1 C,NF MITIGATIuN 3015.00 MITIGATION 03-021 / lot 182 / 15449 Chad DR SE;YeIm 1 ��PF MITIGATTON 3015,00 MITIGATIQN ��3-021 I lat 183 �" 15443 Chad DR SE;YeIm 1 CFF MITIGATIuN 3015.00 MITIGATION 03-021 / lc,t 184 I 15437 Chad DR SE;YeIm 1 CPF MITIGATTDN 3015.00 MITIG.ATION 03-021 / Lot 185 / 15431 Chad DR SE;YeIm Subtotal : 12060.00 Tax: 0,00 T�tal ; 12060.00 Chzck 120fi0.00 1605 t�h�ange Due: 0.00 THANK YOU 2:�ao2G� CITY OF YELM RESIDENTIAL BUtLDING PERMIT APPLICATION FORM ' Project Address:��`!'�J� Lf Y�.�1 � �G/ Parcel#: ���(DO � O`� O D Subdivision:����i�(t�ot#:�_ Plan#:�,�� Zoning: �Q New Construction ❑ Re-Model/Re-Roof/Addition ❑ Home Occupation Sign ❑ Plumbing ❑ Mechanical ❑ Mobile/Manufactured Hom lacement 0 Other Project Description/Scope of Work: t � Q W ��,�"l� Project Value: a� ��ja Building Area(sq. ft) 1$'Floor�_ 2"d Floor�_S Garage �� Deck�_ Basement Carport �' ` Pafio' I 1 �- #Bedrooms�'�' #Bathrooms���.,, Heating: A�OTHER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? .I �0 _ /f yes, a completed environmental checklist must accompany permit application. BUtLDWC'OWNER'NAMfi�: ADDRE S D EMAtL ' .�� C�N.� STATE ZIP TELEPHONE (o- p ARCHITEGT/ENGINEEfi LICENSE# ADDRESS a - EMAIL��q Cp��, � CITY_$t�.�,-h2I STATE ZIP l TELEPHONE � GEfVERAt�GONTRfI�CTU� TELEPHONE � = ADDRESS EMAIL �qm CITY SArnf�� STATE IP FAX C�� gq�-O�eo CONTRACTOR'S LICENSE# 2 EXP DATE CITY LICENSE# ZotN PLUMBING CONTRA�Tt�I$ e LEPHONE t- ADDR SS EMAIL CITY STAT Z D ( FAX �25�, 9 l-9� CONTRACTOR'S LICENSE# EXP DATE C/�ITY LICENSE# � �O MECFfiaNI�RL'CONTRA�TO!f� • K � TELEPHONE ab 5 �O ADDRESS 0 `� ' EMAIL C�n'-��DM0.- STATE ZIP FAX C CONTRACTOR'S LICENSE#kl,rEMP��10 1RT EXP DATE� CITY LICENSE# Co � a1 201�{ py of mitigation agreement with Yelm Community Schools, if applicable. I hereby certlfy that tha above InformaUon Is correct and that the construcUon on,and tha occupancy and the usa of the abov scrlbed prope►ty wlll be In accordanca wtth the taws,rules and regulatlons of ths Stab of Washington and tha CI ot elm. App nt's Signatur � � b � Z' Date Owner/Contractor/Owne�'s Agent/ ontractor's Agent(Please circle one.) All permits are non-transferable and will explre If work authorized by such permit 1s not begun withln 180 days of Issuance, or If work Is suspended or abandoned for a perl,S�d o1,1$Q�ay�_ _ __ �j, r '.�� �u v �_ � �i(lSj� � _ , n,n.ar� ��! . L7] .. .._ w� _ ��� � � I05 Yelm Avenut Weat (3 5&38 Yelm, WA 98597 ��• --3�-------------- www.ci.yelm.wa.ua (360)458-3144FA% SCALE:1"=20' S5.00 LOT LOT p 183 184 � 0 CY � N �DRYWELL J � � � � � � - - - - --) � i8 x 32 N � � COV PATIO � RR�INS I �-- � ; � — � � � — 39' � � � i � 237� B REV � ` � D IAG 54.45' � E � I � r' °• 6.5' "' 39' 9.5' Q � o I o r ( ! GARAGE I Y � C.o. � � COV. � PQRGH 20' _ �� �,2���rv. CONC. �o'M�tv. , � � DR1VE � ORPSLEEV�N ��".�". _�-__. _____ N r WATER LINE �d�UTILITY ESMT 1 � S � FI L� w CONC WALK 55.fla PLANTER 6' � CURB l GUTTER �"��:'°'��;�a:fi__ ���-E��.y m �.,�.� /l� 2� % �-_._...�.�Y . ���._..-.�..�_a...__ �" GH�I� DRIVE S�__..._T. l U ' -�,�? " 1�. �-�-� NO 5' EAVE GDNN��I4'�.PVC ROOF ENCROACHMENT THIS LOT D�RAJ�I�S�;T.O Q,�RYII�EI.L; , LCJT 184 - CHERRY MEADC�W �'� , : �}` PARCEL. #: 41�100 184 00 o��,er: �r���trzne ..__ __..____ Gh�.erru Meadows LLG Lot 5ize: Pro�ject Acidress: b820 20th 5t. E 5vite A Flfe, WA a8424 5,5Q0 Sq. Ft. 15437 CHAD DRlVE SE 2�3-aq�-i�oo Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 Project Information Contact Information Freestone Plan 2379 Freestone Companies, 6820 20th St E. Suite A Yelm Fife, WA. 98424 Rick Carlile cell 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 Wall1z Wall• int4 Wall• ext4 Slabb �o Glazing U-Factor poor 9 z Vaulted 5 Option Area : Ceiling 3 Above Below Below Floor on %of Floor Vertical Overheadll U-Factor Ceiling Grade Grade Grade Grade R-49 or R-21 R-21 R-10 Q I 13% 0.34 0.50 0.20 R-38 R-38 Int� ,I,B R-10 R-30 2, Adv. R-49 or R_21 R-21 R-10 O 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 O III Unlimited 0.30 0.50 0.20 R-38 R-38 Int.' TB R-10 R-30 2, Adv. See WSEC table 6-1 for footnotes Glazing Schedule Attached to Document � Does not apply. (SEE INSTRUCTIONS) Usin� Prescriptive Option III.All giazing and doors meet maximum U-factor.Alternate heating size method submitted. _ _ _ _ � Option I or II,Glazing to floor area IimiC(WSEC 602.7.2) ❑ Area weighted window,skylight or door U-factor(WSEC 602.7.2} ❑ As part of the heating system sizing caiculation (IRC M1401.3 &WSfC 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 Required Opt. Opt. Description 1a High Efficienc HVAC Equipment 1 1.0 � 1b High Efficienc HVAC Equipment2 1c Hi h Efficiency HVAC Equipment 3 2 Hi h Efficiency HVAC Distribution System 3a Efficient Building Envelope 4 3b Efficient Buildin Envelope 2 3c Super-Efficient Buildin Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating '�' '*#'',�'�'�`�"-'� , 5b High Effieciency Water Heating � �Ui..��5 1:1 �.:. � ��i „ , 6 Small Dwellin Unit � ���� � 7 Lar e Dwellin Unit 8 Renewable Electric Ener OO kwh '�`n----------- ------- Total Credits �� 1.00 WSEC Prescriptive Worksheet(2010 edition)Zone 1 WSUEEPIO-010 Copyright 2010 _ _ _ _ _ • Gfazing Schedule � Project Information Contact Information Freestone Plan 2379 Freestone Companies, 6820 20th St E. Suite A Yelm Fife, WA. 98424 Rick Carlile cell 253 381-6080 Conditioned Floor Area 2379 Sum of UA for Heating System Sizing 107.4 Sum of All Glazing Areas From Below 309 Glazing to Floor Area Ratio 12.99% 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 'n°h Feet '�°n Area Area UA Ent Fiber lass Insulated IECC 0.160 1 3 6 8 20.0 3.2 'I,OQ :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 L&G 2 Giz Vinyl Low E NFRC 0.340 2 6 5 60.0 20.40 Din 2 Glz Vin I Low E NFRC 0.340 1 5 5 25.0 8.50 Kit 2 Glz Vin I Low E NFRC 0.340 1 4 4 6 18.0 6.12 Nk 2 Glz Vinyl Low E Super Spacer SGD NFRC 0.330 1 6 8 48.0 15.84 Up 2 Glz Vin I Low E NFRC 0.340 5 5 4 100.0 34.00 Mbr 2 Glz Vin I Low E NFRC 0.340 1 6 4 24.0 8.16 Mbr 2 Glz Vin I Low E PW NFRC 0.320 2 2 2 8.0 2.56 Mba 2 Glz Vin I Low E NFRC 0.340 1 4 4 16.0 5.44 Gr R 2 Glz Vin I Low E PW NFRC 0.320 2 2 2 6 10.0 3.20 Sum of Area and UA 309.0 104.22 Area Weighted ll= UA/Area 0.34 WSEC Prescriptive Worksheet(2010 Edition) WSUEEPIO-010 Copyright 2010 _ _ _ _ _ Overhead Glazing Plan Component Glazing Width Height ID Description Ref. U Qt. Feet ��`h Feet �"°h 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 Inch Feet ��°n Area UA Sum of Area Sum of Area X 3 (This total is automatically included in the glazing area total.) Glazing UA for Heating System Size Only=Area X 0.63 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 . Simple Heating System Size: Climate Zone 1 , Project Information Contact Information ' Freestone Plan 2379 Freestone Com anies, 6820 20th St E. Suite A Yelm Fife, WA. 98424 Rick Carlile cell 253 381-6080 Jndoor Design Temperature 70 Outdoor Design Temperature 17 _ _ _ Design Temperature Difference (�T) �T=Indoor-Outdoor Design Temp 53 Conditioned Floor Area 2379 Conditioned Volume 20016 Glazing Copy Sum of UA from Glazing Schedule 107 . _ _ __ _ _ Attic U-Factor X Area = UA - - R-49 0.027 1395 37.7 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 2189 122.6 Floors U-Factor X Area = UA R-30 0.029 1402 40.7 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 Len th = UA _ R-10 2' perimeter 0.54 R-10 Full - Heated 0.55 Sum of UA 308 Envelope Heat Load 16344 Btu/Hour Sum of UA X OT Air Leakage Heat Load 11457 Btu/ Hour _ ((Volume X 0.6)X 4T)X.018)) f Building Design Heat Load 27798 Btu/ Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 1.15 31968 Btu/ Hour If ducts are located 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% 47952 Btu/ Hour Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet(2010 Edition) WSUEEPIO-010 Copyright 2010 ,, _ .� , , t ' _�_ ,.,� .. ... ,.. ..�� �.m� . �., ��, %„� �.. _.� , ..�_.... .,a. � �r; _..._mm _r�� .,���,� WELLER CONSULTING ENGINEERS,P.C. 21925 8th Place W• Bothell,WA 98021 • Ph(425)488-9868 • Fax(425)486-6715• wcengr@comcast.net TO: City of Yelm Building Department October 15,2012 Building Official RE: Plan 2379,Lot 184,"Cherry Meadows" We11er Consulting Engineers,P.C.Job# 10-022 The previously submitted structural calculations by Weller Consulting Engineers' P.C. for plan 2379 will not be affected due to the addition of the covered patio. Please see attached calculations for the covered porch beams. � � �� ,� ,� t �"�_, . � W.�,,��� �w�'dc'w.ts,q�T r +p � �� � o c c�,..�"." �'� Z�1a k,�l�� � � 'r ..�j1�r- �.-�_-��.„a,,.��,��.,.a.,.,,.�...... .� �� aas7n� w�,� '. `a.�,���'c�sr�_.�.`�w �:s�'j�, o�.��� ,„,.�°°�� E�,��:.�s 0�+/2 5/�� � �. .»� �.....,,�� BY: "��"`'�-m�a�,a_ Mark I'. Weller,P.E. President r. .—� �,,,+^�'f��..-;��,- I;� t�u 1�� u �-= �I � n ��.°`� ,. s��:��.. BY�-------------------- 4 � BeamChek v20091icensed to:Welle�Consulting Engineers,P.C. Reg#523465779 FREESTONE ROOF FRAMING PORCH BEAM Date:6/07/12 I i n 3-1/Sx 10-1/2 OLB 24F-V4 DF/DF Lu=0.0 Ft n '' n NDS 2005 Min Bearing Area R1=2.3 fn' R2=2.3 in2 (1.5)DL Defl= 0.44 in Recom Camber=0.68 in Data Beam Span 18.0 ft Reaction 1 LL 900# Reaction 2 LL 900# Beam Wt per ft 7.97# Reactlon 1 TL 151 Z�i Reaction 2'R. 1512# Bm Wt Included 144# Maximum V 1512�t Max Moment 6803'# Max V(Reduced) 1365# TL Max Defl L/240 TL Actual Defl L/246 LL Max Defl L!360 LL Actual Defl L/497 ABributes Section in Shear in TL Defl in LL Defl Actual 57.42 32.81 0.88 0.43 Critical 29.58 7.42 0.90 0.60 Status OK OK OK OK Ratio 52°h 23% 98% 729'0 I Fb sf Fv si E sf x mil Fc� si Values Reference Valuea 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 Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 ICI Stability 1.0000 Rb=0.00 Le=0.00 Ft 1�4��Y Uniform LL:100 Uniform TL: 180 =A Uniform Load A � R1=1512 R2=1512 SPAN=IBFT Uniform and partial uniform loads are Ibs per 11nea1 ft. BeamChek v2009 licensed to:WellerConsufting Engineers,P.C. Reg#523465779 FREESTONE ROOFFRAMING PORCH BEAM Date:6/07/12 lection 3-1/Sx 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions 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 InGuded 98# Maximum V 2736# Max Moment 7364'# Max V(Reduced) 2344# TL Max Defl L/240 TL Actual Defl L/338 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Sed3on 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 sl x mil Fc1 s( Values Reference Values 2400 240 1.8 650 Ad'usted Values 2780 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: 8 � Rt =2736 R2=1272 SPAN=I2FT Uniform and partial uniform loads are Ibs per lineal R. ,-, �,_�OF 'v'Ef'��lT �E ���UIF�E���Ef�.1T -- (�?PT. �;0✓� (�ED PATIv 2009 I.R.C. I.R.C. SEC. R806.2 — VENTILATION THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 / 150 OF THE AREA OF SPACE TO BE VENTILATED, EXCEPT THAT THE AREA I�AY BE t / 30Q PROVIDED AT LEAST 50% & NOT MORE THAN 80� OF THE REQUIRED VENIILATING AREA IS PROVIDED BY VENTILATORS �dCATED IN THE UPPER POR110N OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE VENTS WITH THE BALANCE OF THE REQUtRED VENTILAl10N PROVIDED BY EAVE VENTS AND VENTING RIDGES. ��., ���z „_:���: ,�flr��t�„,a e��GweeR Review EAVE VENTS SHALL BE COVERED WITH CORROSION—RESISTANT METAL MESH WITH MESH , , ,,,g�_�ti `,,,,-.. OPENINGS OF 1/4" IN DIMENS�ON. _ �ef�.�- _��-�,�o��� -" � - `�`�`����� ��'����` �' �-� TOTAL ROOF AREA (Sq. Ft.): 216 '� ^ SCREENED VENT AREA (Sq. Ft. W/ AREA REDUC110N): 0.34 ' �- ` - REQUIRED AREA (TOTAL Sq. Ft. / 2): �pg " " 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'-0" 12„ GABLE W 12" RAKE N GABLE E D IRDER TRUSS 4:12 4;�2 � � � a Q w W m vi m a N a - a � w o � � ° °� i ° � o N O �U V m p W N a� HUC410 HANGAR(2 PLCS) 19'-0" 6" 18'—0" 6„ � 4X4 DF#2 W� 4X4 DF#2 W/ ACE4 & AB44 ACE4 & AB44 PIER PAD 18"0. PIER PAD 18"B' j x 8" THK. TYP. x 8" THK. TYP. � � ' u�'_ N N m CO ' p C9 � CO N � OPT. COVERED PATIO " " � --- _ o X X � � M \ M HUC410 HANGAR(2 PLCS) �,� �-- � � � � �- �� I_� _� � _�� _ ' ' ` _ � , L _ �__ I � i _ ---------- _---- ---------------- e" = 1'-0" Project: P'°n: Freestone Companies 6820 20th Street E Suite A, Fife WA 98424 Date: 253.896.1300 9/14/12 www.freestonecompanies.com U � � � � rn � ti � � � M p L � N (V +�' � �I�l N ft5 � � � � � � O N � Q �.�N � a � � � � a� �i v o >. � � � o � � � � � � � � q � Z � � � � _ � � � � a � � � � � - � � � � sm � �, � � o ° � � � � � � o � � � � � � � �, �,� �Nl q � C c0 V � � � � � N •,� •�l 0�0 Q � � Oi � � w w � � � � � c� � 0 � �a N � a� � �� p w � -at N o w �j � � o a? U � � = p = � ti W.� � � V �-- � a> rn � � Z ,cn c� � N > N t� W � v� M w O LLJ N N � J � f� � � � � N g � a � U � J � N � Q � tn � �' � � � � � � N tn Z O � . . N � � � O � N �n N �' •(6 � 'a � � E J U "� U } � ;� � Y Q c�a � � N N �j O � Z Q c � � ` ` � c6 cn � � � c C � � � � � �d m 0 0 m � Q c� m �c�i� �� sz �"i� �/��A��► � �T '� IN5ULATION lr ��o ���� NORTHWEST ���H�� 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. t 'l'o obtaia an Installed insulation To obtain an The.number of Contents of tt�is bag The'WeighdSF of Iastalled insulation insulation resistance should not be Less insuialic�n bagstl,�4U S�'of ne should noi cover rnore instatied insuJation should not be less R-Vatue of than: resistance area should not be than: should not be'less than. than: (R-Value of: R-38 HD 10.25" R-60 29.7 33.6 SF .952 lbs. 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 Ibs. 14.875" R-30 10.00" R-38 17.8 56.2 SF .5691bs 13.000" R26 9.00" R-30 13.6 73.3 SF .4371bs 10375" R-22 6.50" R-26 11.8 85.0 SF .3771bs 9.125" R-21 HD 5.50" R-22 9.8 102.2 SF 313 ibs 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 3F .183 lbs 4.750" R-13 3.50" R-11 4.7 210.8 SF .1521bs 4.000" R-11 3.50" Bag Weight-Nomina1301bs,Minimum 291bs.This product conforms to the performance requirements of ASTM C 764, R-8 2.50" Type 1,&cancelled Federal Specification HH-1-1030B,Type 1,Blass B.R-Values are determined in accordance with **R-18 in a 5.5"cavity.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-I-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 corrugation,a minimum length of 150 ft.&a diameter of at least 3".Coils in the hose should not be less than 36"in diameter.Acceptable material feed rate is 5-35 Ibs./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 Enerav Comaliance Certificate-Buildine Air Leakaee recommendations to rovide a thermal resistance o£... R-Value Standard Buildin &Test Condition: Camments: Attic Area R- R-49 Date: 3 2�y ZGL�j Ext.Walls R- 7.�( R-21 Time �('Z•O Inter.Walls R- R-11 Indoor Tem : LO S rinkler Tentin R- R-8 Outdoor Tem : a Knee Walls R- R-21KF Floor Area(s ft) Completed as of: Buildine Air Leaka¢e Taraet: SLA Less Than 0.00030 Installers Name Print: Test#1-Depress }� Press Pretest Baseline Pressure (Pa) Installers Name Sign: �t.i.J Bld Press. 'a Fiaw Rin Fan Press. a Plow c Site Address: 1�,�4 3l C,•1N4� �Q sE t bQ ��w� Wa �a Sq� Post Test Pressure: Fan ModeVSN: Ovl p jl� � 3 Results:SLA(Specific Leakage Area): � ���` �.S Home Builders Signature: Test#2-Depress Press Pretest Baseline Pressure (Pa) Home Builders Address: Bld Press. a 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 Puvallup,WA.98373 �davit I certify that this Specific Leakage Area is accurate&determined using Blower poor Test Standazd 502.4.5 Building Air Leakage Testing. Technician Name Print: Technician Name Sign: 1 � . � � � � � °/i�° 0 I � a 'i Duct Leakage Affidavit �� � Z � � S� Permit#:----------------------- � ! ���'�__��� �� S�-- House address or lot number:_____ -- -- c�ty: --'���-------- z�p: --�.���-- Cond. Floor Area(ftZ}:_______________ Source (circle one): Plans 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 0 no Air Handfer present during test? [�yes � no .� , Circle Test Method: Leakage to Outside Total Leakage �� Maxirr�um duct leakage: Post Construcfion,tot�l duct leakage: (floor area x.08)_______CFM@25 Pa Post Con�firuction, leakage to outcioors: (floor area x.06) _______CFM@25 Pa Rough-In,total duc�leakage wi#h air handler installed: (floor area x.06) _��`°�FM@25 Pa F2ough-ln,tot�l duct IeaE�age wifih air handler no�installed: (floor area x.04)______CFM@25 Pa Test Re�ult:���__CFM@25�'a Ring (circle one if applicable): Open 1 2. 3 ���Yl ��� ^` � �-..� � Duct Tes�er Location:_��_____—___ ___ Pressure Tap Location:__��?��"��__—_—.�_�� �f ✓ I cerkifiy fihat these duc�leal�age rafes are accura�te arrd de�ermined using sfandaa�d duct�e��ing �ro�ocol. Company Name:___��`'��`-^_"'"�_v��-_—Technician:________—____________—_ �,. ,,� ��- Technician Signature:�'__ _---__ Date:_________ Phone Number:____________ Washington Sta#e Energy Cade 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 International Residential Code or 603.9 of the International Mechanical Code. Duct tightness testing shail be conducted to verify that the ducts are sealed.A signed affidavit documenting the test results shall be provided to the jurisdiction having aufhority by the testing agent.When required by the building official,the tesf shall be conducted in the presence of departmenf staff. Exceptions: 1.Duct tightness fest is nof required if the air handler and all ducfs 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 connecfed ducfwork 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.