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20130159 Permit Pkg 04122013 �OF ZN�A� City of Yelm Permit ►vo.: 20130159 � � � � Community Development Department Issue Date: 4/12/2013 (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,4ddress: 15440 CHAD DR SE 122 Owner: FREESTONE INC. Assessor Parcel No.: 41610012200 Subdivision: CHERRY MEADOWS Lot: 122 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 122, PLAN 2758B Sq. Ft. per floor: First 1248 Heat Type(Electric, Gas, Other): GAS Second 1516 Third Garage 400 Basement Fees: Item Contractor Fees NEW RESIDENTIAL BUILDING FREESTONE $16,848.43 MECHANICAL KLIEMANN BROS. $ 78.25 PLUMBING PELTRAM PLUMBING $ 118.00 TOTAL FEES: $17,044.68 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 regu ns including those governing zoning and land subdivision,and in addition,all covenants, easemen s a d restrictions of record. f apply' as a contractor, I further certify t t I am c rrently Final Inspection: registered in h State of W�st�ington. �_ Z .�, Signature Date Date: � Firm By' Cit� af Y�lm (36 ) 458-��402 �EC#: 00124808 �4/12./'ZU13 9;20 AM OPER: CO TERM; OU1 REF#: 2016 TRAN: 33.OaU0 �UILDTNG P�RMITS Z0130159 17,044.68CR FREESION� 15440 CHAD DR 5E 122 BLd-RES1 16,848.4�CR ��C� 78,25CR p� 118.UOCR TRAN: 33.0000 BUILDTNG PEf�MITS 2U130160 17,466.13CR FREESTUNE 15425 CHAf.I QR SE 186 8LD-RES1 17,269.88CR MECH 78.25CR �'L 118.O�GR TE'NDE(�ED, �4,510.81 CHECK APPLIED� 34,510.81- CHANGE: �� 4� 0.00 . YELM COMMUNITY SCHOOLS PO BOX 476 YELM WA 98597 Clerk: i;erber Termina): � Receipt: 204441 Manual Receipt: iJFRtEST;IlVE NFREESTONE FREESTONE, LLG 6820 20TH ST E SUITE A FIFE, WA 98424 4/12/ZG13 y;ph �� _y_�tem_______ ____._. Price 1 CPF MITIGATION 6030,00 MITIGATION C'r�erry Meadows Lot 122 & Lot 186 Chad Dr Subtatal: 6030,00 Tax: 0.00 Total; 6030.00 LheCk 6030.00 2017 Change Due; 0.00 THANK YOU � � ; � �0�3 n�� RESIDENTIAL BUILDI G ERMIT APPLICATION FORM Project Address:��Q `'�,� �,- � �I I�(� I��o 0 Parcel#: `6'{ Subdivision: �ot#:�� p�an#��`� Zoning: �Q New Construction ❑ Re-Model/Re-Roof/Addition � Piumbing ❑ Mechanical ❑ Mobile/Manufactured Hom� ac menicupat0 Other Project Description/Scope of Work: f , Q Project Va1ue: �3�� 7��j_ Building Area(sq, ft) 1'�Floor L � 2nd Floor� '`^J� • _(�.. Garage _�� geck--�._ Basement_�_ Carport —' ,� �'�� #Bedrooms� #Bathrooms � �- Heatin GAS THER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? �_ HYes, a completed environmental checklist must accompany permit application. 9u►tdiN�;aWN�?��NAM� : ADORE S p C�N STATE Z�P EMAIL - .�� TELEPHONE �_ AReEikT'ECT/ENGINEEF� ADDRESS LICENSE# CITY ¢. STATE ZIP � EMAiL e�n� . � 7ELEPHONE GENERAt'"COI.V��'F�t�tTQ!# ADDRESS TELEPHONE – C�N STATE F�IL/ '----- CONTRACTOR'S LICENSE# �P �' �"d�o 80 Z-EXP DATE CITY LICENSE# P�UMBI[VE�;CQNTR/��.TC� �.o ADDR SS LEPHONE �.. C�N��.�_STAT EMAIL CONTRACTOR'S LICENSE# Z � FAX XP DATE�v c,i i r ��CENSE# --- MECkfANICA�EONTRA�'�C1F� • c � � �o ADDRF4SS .k,,, TELEPHONE a6 5 -O C�N��4- STATE ' EMAIL CONTRACTOR'S LICENSE# t,I' Z�P FAX _ -�-�L�F�N�21BT EXP DATE�CITY LICENSE# Copy of mitigation agreement with Yelm Commurnty Sch�is if appqcable. 1 h�roby c�rtify that tl►�abov�InformaUon It eo►r�et and that th�construeUon un,a�d th�occupancy and th�us�of th• abov�doscrib�d prop�rty w��y��ccordane�wlth th�laws,rul��and rogulatlons of th�9tab of Waihington and th• Clty o Yalm. Applicant's Signatur � �'"1 Owner/Contractor/Owner's Agent/ ontractor's Agent(Please c(rcl�A one.) All permfb are non-transferable and will explre If woric authorized by such permit Is not begun wlthin 180 days of Issuance� or If work la suspended or abandoned for a period of 180 daya ,y �t ��IVEI� a 103 Ye/m Avenue Wed ( �� V � �0�� Yelm, WA 98597 (360).1 wwro.ct.ye/m.raau� (360)J - y SCALE:1"=20' LO7 84.00 12� , CD _x.._--+�___e_Yr..., _..._.��x._.._x...___X----X-__.._X�x��...._X�x._..- i � � �-- � N s o �02�1 i � � � I �n' � � � T � ' -i � �. I � J � -� 2OX 1Z x � ; \ I i ��' �` T ' N 1 � I \ i�� I COV pATiO i pRONS i � x I � � L..O, �-1 !_. � _ � ( x gg x I $ � 39' � 7' � � , \ � � `� FENCE� � 21�8 B REV � I j x�� ,� � D1AG 60.31' � � � �, � ��......�.x{- z x x—x-- t.t.*..J�..t-} rt1eAy.�. ��>a; ( � � 1 �, ��.� T`V t?>[�f}�+11.1 T �� %�C_. _ �j � (O � ,q' 1 I a� `� ` \ �� ,� . �2 CAR -�x_� GARAGE � , � 18.5� j w�icarES��x�o� �, � 2 . 3� `" pO�V�H w i� ADDiTIONAL �- � UTILITY \ — -- — — 20,5i_— 5'ON EITHER ` M � C��' � SIDE OF THE � �` C'�, uj � DRIVE CbMMON LOT �j 7� �.,� � .- � �� ,� �_ i0'UTIIITY ESMT N , � � p Siep 7"ank Excavation In Violation (3� � "" The Re�uired 5'�vtinimum Set Back Tr, 92.p0 w cotvc wA�K � �our�datios�Shall Be 8ack FiNed Witi-, pt�NTE��, C�F.�Y_ ,✓'`�.,,__��_��_�-_�.___....._:�,..:�_ CURB!GU7TER op N F ront Porch Foundation And Step Tank �� Location Shalt Be Staked �ar Set 8ack �� `�",_ {ilS��CtiOtt. '""-�-..,, _____, �GHAD D�?I V� SE T� _ _ �.�: '; ;� ,, , .. - C�.� �' FI L �-- .. ,.�,�� . _.�_ _ .� _� . _ NO 5' EAVE . ._ CONNECT 4" PVC ROOF ENCROACHMENT THIS LOT DRAIN5 TO DRYWELL L4T 122 - CHERRY 1VIEADt)WS PARCEL #: 41�`104 122 OQ Owner: �r��5t0116% Gherrt� Meadows LLG Lot 51ze: F'ro�Ject Address: b820 2Dth 5t. � 5ut �� 6,772 S�, Ft. 15440 CHAD DRIVE SE �l�e' v� �a4�� -Ba�-i�c� ��_.�.'Yr . � � ' WELLER CUNSULTING ENGI�IEERS,P.C. i I2 i 425 8th Place W• Bothe.11,WA 98021 • Ph(423)488-9868 • Fax(4?5)436-6715• wcengr@comcast.net TO: City of Yelm Building Departtnent April 5,2013 BuiJding Of�icial RE: Plan 2758,"Cherry Meadows" Weller Consulting F.ngineers,P.C.Job# 10-023 The previously submitted structural calculations by Weller Consulting Engineers' P.C. for plan 2758 will not be affected due to the addition of the covered patio. Please see attached calculations for the covered porch beams. `:�"��'0��' ..,.: . � ��y wagH�� r. � ' �� a . .r �� ye�. ��i y~:.. "d¢ ,Q 4o`;it0 A �.��. �r _...%'' �+�,\��J[STg4�. ,�s,,`;i /'�'�/� ----�- ��Mlt].'�.'�t'�°S" By: £`�...--•..".°. �„ °,,..� Mark F. Weller,P.E. E�'�a�4/25�'��'�� President , Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 Project Information Contact Information Plan 2758 Freestone Companies 6820 20th st E 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 beshown 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:Uwww.energy.wsu.edu/code Glazing iz a a 6 lo Glazing U-Factor poor 9 2 Vaulted Wall Wall• int Wall• ext 5 Slab Option Area : Ceiling 3 Above Below Below Floor on %of Floor Vertical Overhead" U-Factor Ceiling Grade Grade Grade Grade R-49 or R_2i R-21 R-10 OO I 13% 0.34 0.50 0.20 R-38 R-38 Int.' T'g 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.� T'B 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 forfootnotes Glazing Schedule Attached to Document � Does not apply. f SEE INSTRUCTIONS)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 602J.2) ❑ Area weighted window, skylight or door U-factor(WSEC 602J.2) � As part of the heating system sizing calculation (IRC M1401.3 &WSEC 503.2.2) 1 Radiant slab. ❑ R-10 foam insulation, continuous with thermal break (WSEC 502.1 4.9) Chapter 9 Options Total of 1 Credit Repuired Opt. Opt. Description 1a Hi h Efficienc HVAC Equipment 1 1.0 � _ 1b High Efficiency HVAC Equipment2 1c High Efficiency HVAC Equipment3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super-Efficient Building Envelope 3 4a Air teakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient WaterHeating ��.�� 5b High Effieciency Water Heating 6 Small Dwelling Unit APR � � ��3 7 Large Dwelling Unit 8 Renewable Electric Energy *1200 kwh Total Credits � 1.00 WSEC Prescriptive Worksheet(2010 edition)Zone 1 WSUEEPIO-010 Copyright 2010 . _ _ _ _ _ __ _ _ Glazing Schedule _ _ __ Project Information Gonfacf Information Plan 2758 Freestone Companies 6820 20th st E Yelm Fife WA 98424 253-896-1300 Rick Carlile 253-381-6080 Conditioned Floor Area 2758 Sum of UA for Heating System Sizing 118.8 Sum of All Glazing Areas From Below 340 Glazing to Floor Area Ratio 12.33% 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 �ncn Feet ��cn Area Area UA Interior to garage fiberglass fire-rated 0.160 1 3 6 20.0 3.2 One Exempt Swinging Door<24 Square Feet 1 3 6 2�.D 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) 40.0 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 Inch Feet '�`n Area UA 2g1, Low-e1 1/2" + argon 0.340 1 6 5 30.0 10.20 2 I, Low-e1 1/2" + ar on 0.340 1 6 7 ' 47.0 15.98 2 I, Low-e1 1/2" + ar on 0.340 2 4 4 32.0 10.88 2g1, Low-e1 1/2" + ar on 0.340 3 5 5 75.0 25.50 2 I, Low-e1 1/2" + ar on 0.340 4 2 2 6 20.0 6.80 2g1, Low-e1 1/2" + ar on 0.340 2 6 4 48.0 16.32 2 I, Low-e1 1/2" + ar on 0.340 4 5 4 80.0 27.20 2 I, Low-e1 1/2"+ ar on 0.340 2 2 2 8.0 2.72 2 I, Low-e1 1/2"+ ar on 0.340 2 I, Low-e1 1/2" + ar on 0.340 2g1, Low-e1 1/2" + argon 0.340 2g1, Low-e1 1/2" + argon 0.340 Sum of Area and UA 340.0 115.60 Area Weighted U= UA/Area 0.34 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 . _ __ Overhead Glazing : Plan Component Glazing Width Height ID Description Ref. U Qt. Feet 1fOn Feet �"�n Area UA Sum of Area and UA Area Weighted U= U,4/Area Doube Glazed Garden Windows Section 602.7.2 Exception Plan Component Width Height ID Description Qt. Feet '��n Feet �"°n Area UA Sum of Area Sum of Area X 3(This fotal is automatica/ly 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 �imp�e Heating System Size: Climate Zone 1 ProjecP Information Contact Mformation Plan 2758 Freestone Companies 6820 20th st E Yelm Fife WA 98424 253-896-1300 Rick Carlile 253-381-6080 Indoor Design Temperature 70 Outdoor Design Temperature 17 _ _ Design Temperature Difference (oT) �T=Indoor--0utdoor Design Temp 53 Conditioned Floor Area 2758 Conditioned Volume 23306 __ _ _ _ _ Glazing _ Copy Sum of UA from Glazing Schedule 119 Attic U-Factor X Area = UA _ _ _ _ _ _ _ _ R-49 0.027 1516 40.9 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 2432 136.2 Floors U-Factor X Area = UA R-30 0.029 1242 36.0 � _ _ _ _ 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 Length = 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 332 . Envelope Heat Load 17593 Btu/ Hour Sum of UA X�T Air Leakage Heat Load 13340 Btu/Hour ((Volume X 0.6)X�T)X.018)) Building Design Heat Load 30933 Btu/ Hour Air Leakage+Envelope Heat Loss Building and Duct HeatLoad 1.15 35573 Btu/Hour If ducts are located in unconditioned space:Sum of Building Heat LossX 1.15 If ducts are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% 53360 Btu/ Hour Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 BeamChek v2009 Jicensed to:WellerConsulting Engineers,P.C. Reg#523465779 FREESTONE ROOF FRAMING PORCH BEAM Date:6/07/12 Selecctihon 3-1t8x 12 G�B 24F-V4 DFIDF Lu=0.0 Ft Condidons NDS 2005 Min Bea�ing Area R1=4.2 in' R2=2.0 in' (1.5)Dl Defl= 0.23 in Recom Camber-0.35 in Data Beam Span 12.0 ft Reaction 1 LL 967# ReacGon 2 LL 433# Beam Wt per ft 9.11 # Reaction 1 TL 2721# Reaction 2 TL 1308# Bm Wt Inciuded 109# Maximum V 2721# Max Moment 761 S`/! Max V(Reduced) 2312# TL Max Defl L/240 TL Adual Defl L/487 LL Max Defl L/380 LL Actual Defl L/>1000 A 'nbutes Section in Shear in TL Defl in LL Defl Actual 75.00 37.50 0.30 0.08 Crkical 33.12 12.57 0.60 0.40 Status OK OK OK OK Ratio 44% 34% 49% 15% Fb si Fv si E si x mii Fc� si Value Reference Values 2400 240 1.8 650 Ad'usted Values 2760 278 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft a Point TL Distance Par Unif LL Par Unff TL Start End B=1680 4.0 250 H=400 0 4.0 50 I=80 4.0 12.0 I H Pt loads: Q � 0 R1=2721 R2=1308 SPAN=12 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2009licensed to:We/lerConsul6ng Engineers,P.C. Reg#523465779 FREESTONE ROOF FRAMING PORCH BEAM Date:6/07112 Selecfion 3-118x 12 GLB Z4F-V4 DFIDF Lu=0.0 Ft CondiKons NDS 2005 Min Bearing Area R1=2.6 in2 R2=2.8 in' (1.5)DL Defl= 0.46 in Recom Camber-0.69 in Data Beam Span 20.0 ft Reaction 1 LL 1000# Reaction 2 LL 1000# Beam Wt per ft 9.11 # Reaction 1 TL 1691# Reaction 2 TL 1691# Bm Wt InGuded 182# Maximum V 1691# Max Moment 8456'# Max V(Reduced) 1522# TL Max Defl L/240 TL Actual Defl L/266 LL Max Defl L/360 LL Actual Defl L/541 Attr�butes Section in Shear i TL Defl in LL Defl Actual 75.00 37.50 0.90 0.44 Critical 38.76 8.27 1.00 0.87 Status OK OK OK OK Ratio 49% 22% 90% 67% Fb si Fv si E si x mil Fc� si Values Reference Values 2400 240 1.8 650 Ad usted Values 2760 278 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 CI Stability 1.0000 Rb=O.OU Le=0.00 Ft Loads Uniform LL:100 Uniforrn TL: 160 =A Uniform Load A � 0 R1 =1691 R2=1691 SPAN=20 FT Uniform and partial uniform loads are Ibs per lineal ft. ROOF YENT REQUIREMENT - OPT. GOYERED PI�rTlO �OOq I.R.G. I.R.G. SEG. RBpb,� _ VENTIL,qTION � �T��'�TIL'°`TIN6 AREA SHALL NOT BE LE55 T}IqN I / Ic�p pF� A�q pF SPftGE TO BE VENTILATED,EXGEPT THAT THE AREA MAY BE I /300�PROVIDED AT LEAST SOSG S NOT MORE THAN 80SK � T��I� �EM'ILATIN6 AREA IS PROVIDED BY VENTILATORS LOGATED IN T}�UPpFR PpRTION OF TNE SPAGE TO BE VEPtTILATED RT LEAST 3 FEET AgpVE EqVE V�N�S WI�{�g BALAWGE OF THE REGXJ�RED VENTILATION PROVIDED BY EAYE VENTS qND VENT�tJ�, RID6E5. EAVE VENTS SHALL BE GONERED WITH GORROSION-RESISTANT METAL MESH WITH MESFf OPENINGS OF i/4" IN DIMEN510N. TOTAL ROOF AREA (5q. FtJ: SGR�TIED VENT AREA (Sq. �t. w/AREA REDUGTIOW: �40 REQUIRED ARPA fTOTAL Sct. Ft. /2): 0.34 R�QUIRED 1�O�F AREA DIVIDED BY 300 120 0.4 REC�UIR�D ROOF AREA DIVIDED BY SGREENED VENT AREA 1.18 TOTAL NENT'S REQUIRED (ROUNpEp UP): 2 .�■ �.�.� ,�� .�� ....��. �� ..�� ...��. 12" 20'-0" �2„ 6ABLE r�/12"RAKE N GABLE 61RDER TRU''S � 5:12 .:, � . � � � � na. � � w a O � p oC o n � O �O � �� N O HUC410 HANGAR{2 PLCS) $ 21'-O" 6" 20'-O" 6'� � � / 4X4 DF*� Ni/ 4X4 DFx2 NI/ AG4 t AB44 AG4 i R844 PIER PAD ig'ZA PIER PAD IB"!d j x 8"TNK.TYP. x 8' THK.TYP, > �� N ;j� �� .� �_�. N� ( � ��% �� - � O � �I - " OPT. COVERED PATIO �' � n fi � il � (,F,...., y x Jy�� d�L.-W �_� �� . � a' � y 1� � `'' _ z_y...�. �' __ . n--=-- �� ,� •�>_ , , . I� HUC�?D FL4NGAR(2 PLCS) $ �� ,� �� .�� .�.�. WELLER CONSULTING ENGINEERS P.C. ��. �� Y �� I � 2 I 925 8Tt1 PL. W. BOTIIELL, WA 9802 I y" = i'-o• 425.488.9868 �CEIVED ENGINEER R�/IEW APR 0 4 2013 TI115 DRAWING t1AS BEEN RFVIEINED PER TI1E ATTACIIED CALCULATIONS PREPARED Project: �y, BY WELLER CONSULTING ENGINEERS, P.C. Plan: �. : Freestone Companies JOe: � DATE: ��` (�a. Date: 6820 20th Street E Suite A, Fife WA 98424 VOID iF NOT WET SIGNED 6/01/12 253.896.1300 WWw_fr�ctnnr��mm��nio� rnm ��..,m._ .� _.,. . 08/19/201� 2:21 PM FA% 3604581074 FREESTONE CHERRY MEADOwS C� 0001/0001 • Aug. 19. 2p13 i ;55PM Kliemann Bros NVAC No. 22��PJ� Q � � � �t Ducc Le,�lrage A!tlJavl� ' � Permit#: �� C%'1 d� � House address or tot number: I��/�(S (,�,�,Q1,0( ��C;�� .. , �Y: ,�� zip: � � cond.Ftoor A�ea(fl�):_�'�� Source(clrole one): �plans �stimai+ed Measured � 0 buct dghtness testir�g is nat rnc;uired for th�s residertce per exceptions Ifstod at the end ot this document Ai�Fiandler 1n oondilianed space?[�yea,[�no Air Fi�ncl�er prese t during test�yes p rro Cirde 7eat Method: 1,oakage to Outslde g Maximum ctuct leakaqe: , Post Constructlon,total dact ieaka8s:(floor erea x.08)� CFM�25 Pa � Post Construction,leakage to out�oors:(([oor are�x.06)= CF11A�25 Pa Rough-In�tota�l duct feakage with air h�ndter fnstalled:(Roor a�a x.OB)+.�p�y1�26 Pa Rough-In,total duat IeaKage with alr hahdEer not installed:(floar area jx.a4)= CFM�zS P� Test Resuit: � CFM�25Pa Rfny{circle one if applicable); Open 7 3 Duct�'eater Looatlon;,��"�_i'�' Presseire Yap Leoation:��'� � I certily that these duct leakage ralee are aceurate ared deterrntned usir,g at�nd�rd aact testin�protacvt. Company Name: �4..4 cl�aY1✓�.�Q,.� .YechnlGan:_ �J �/ '�9�' '—�521� � Te�hnician Slgnature: Date: �% Phnne Numbor: -l^��rp� —�,. WastNnpton 9t�te Eneroy Cotle rofprence: � 503,10.3 sealMq.M duds,eiP hanc�etS,ritlar boXes,and bWIGi�S�cavPtks used�s tl�c1s shall De seatoG.Jolnts anG seams shqll Cpmpy wllt�SeClion M1801,9 01 fhe Inf9mollonol Re�lde�Nal Code or803,9 ot lhe InternalbRalMecApnkpl Code, puct G�hiness lesllnq SnNI De . tonduCted ro vedlY tAei the duct�are tcalsd.A slpne4 u(�i��,ling u�o kst rosuKs shnq be prov►ded W ih.��isdtelbn havhng auUwiS�Y by 1h9 tesGny apetlf.Wnen requfre�d py Ne D��Rafn�ofQdel,th9 test�1t be conGUCled In Ute�ence o►4eparMetK�(an Extepdona 1.Duet ti�nfness lest Is not repuked N th0 dr hendler and ell d►tUa ere bca4ed vdi[Atn cor�Odioned sDaae. 2.DuC!lesllop 1�A�t requY�tf Ihe Mmste is e nonGirret ven(Iype comDusiion�ePpi�ca inslanoa in�r1 u�COndjflefi�C sp�. w mm�rnuo olsateelof ccmacle0 duclwnrlt in�e uncondNlonod opeoo is aROtivod.All$ddllior►al st�pply�n4 roAX�dutis shall De wltt�&t Ihe caWiliorted sp�a DucCs oulsfQe tho condi�Ioned spacs shaw�po soalod wq�A a ma�Arpp duct soplanl RnQ , Msu��ed on 1he exteria witA 1�.8 irisuleuoo for above grade ducis an0 R5 wnler restsrent Jnas,ln�ton w�►en wtwn e stst,or eenn, � � i � . ��,�„�.� �t� �� 3 G i s-� �-'��., lz z �� " � �' � �. `� � `� c� � � 11��TTC� RTHWEST �� In�ulatron Ce�°tifx�at�/Blo�er poor Test Form . Baffs&BIankets Thermal Performance(Aitic Application) _When installed in accordance�vifh fhe manufacturer's The sfated thermal resistanceSR-value)is provided by installing in accordance with the manufacfurer's recommendations,Knauf Batts&blankets wi11 provide instructions,the required number of bags per 1,OOD sq.ft.of net area,at uot Iess fhan the Iabeled minimum the fu11.R-vahie. thiclaiess.�ailure to insfalI.botIi the required number of bags&at least the minimum thickness wi11 resulf in lower insulation R-yalue. P-Value I�€inimum Tliidcness R-Va1ue Ba�s/1;000 sq.ft. I�-[asimemi Govera,e 1�Tinimurn lVei�ht -�I�ti�iimumThicla�ess To obtain an Installed insufation To obtain an T[�e num6er of Confents of tlus 6ag The Weigfif/SF of Instalted insulation �'� insulation resistance should not be tess [osulation bags/1,00Q SF oFne shoufd not cover more installed insulatio❑ should not be less �� R-Vatue of: than; resistance area should not he flian: sfiould not 6e]ess tt�an: than: (Fi-Value}of: P.-3 8 HD 1025" R-60 29.7 33.6 SF .952,ibs. 19.750" � --- ---- - _---- - -- --- _ - -- ------ R-38 12.00" 1�-49 23.5 42.5 SF .75316s. 16.3'75" R-30 HD 8.25" R-44 � 20.9 47.8 SF .6701bs. 14.875" ic-30 � iu.Gu" R-3a i7.8 �6.2SF .569ibs l�.UUU" R26 9.00" R-30 I3,6 733 SF .4371bs 10.375" R-22 6.50" R-26 11.8 85.0 SF ,3771bs 9.125" 1Z-21�ID 5.50" R-22 9.S 102.2 SF .3131bs 7.750" R-19 6.25"�"�` R-19 8.4 119.3 SF .2681bs 6.750" R-15 FID 3.50" R-13 5.7 175.3 SF ,I831bs 4.750" R-13 3.50" R-11 4.7 210.8 SF .1521bs 4.000" R-11 3.50" Bag Weight-Nomina130]bs,Minimum 291bs.This product coniorms to the performauce requirements of ASTM C 764, R-8 2.50" Type 1,&cancelled Federal Specification HEI-1-1030B,Type 1,Blass B.R-Values are determined in accordance with '"'`R-18 in a 5.5"cavify.Conforms to ASTM C 687&C 518."R"means resisiance fo heat flow.The higher the R-value,fhe greafer the insulation power.To get the C665&Federal Specification HH-1-521F inarked R-value,it is essenfial thatthe insulation be insfalled properly.If you do it yourself,get insfructions&follow fhem. To achieve labeled R-value,fhis product must be applied with a pnetunatic blowing machine&a corrugated hose with a minimum.25"intemal corrugation,a minimum length oi 150$.&a diameter of at least 3".Coils in the hose should not be less than 36"in diameter.Acceptable material feed rate is 5-351bs./minute.Recommended feed rate is 15-251bs.lminutes. 7�uilders Insulation�fatement. , Bafts and/or b1anlLets have been installed in conformance vaith fhe above 2009�aT�EC laesidential Enei•�v Comnliance Cerfificafe-BuiIdin�Air Leakage , recommendations fo rovide athermal resisfance of.... R-Value Sfandard S¢ilding&Test Condition: , Comments: Attic rlrea R- P�-49 Dafe: � �( Ext.Walls R- R-21 Time /D� Infer.Walls R- R-11 Indoor Temp: S Sprinkler Tenting R- R-8 Outdoor Temp: Knee Wa11s R- R-21KF Floor Area(sq ft)� Completed as of: 8 / l?j Buil�7in�Air Lea?ra�a Tar�ef: �Y�A Less 7Chan 0.000�0 Installers Name Print: �'est#1-Depress.___x___ Press____ _____Pretesf Baseline Pressnre,__ ___ _ (Pa) Insfallers Name Sign: •'BId'PFess.:(Ea, Floi1%Rin � =FaiiPiess:(P� �; °�``�lo"w' cfin SiteAddress: �$'�'¢� e�i��I� Q �� O • � � �� A85 ry� Post Test Pressure: Fan ModellSN;�G!/� #3 � Z Resulfs:SLA(Specific Leakage Area): ,00O t�/�Gt� - �.7��5 Home Builders 5ignafi.tre: �'esf T 2-Depress Press Pretest Baseline Pressure (Pa) Home Builders Address; �:S1d'Pre�st� � '�'�InwRin"�� 2fi=Pt' s� _ g .� es , "a Ffovii4 cfm��'� Insulation Contractor: Insulation Northwest LLC Post Test Presstue: Fan ModeUSN; P.253-846-0121 P.O.Box 732069 Resulfs:SLA(Specific Leakage,Area): ' F.253-846-8096 P?u,�alIu WA.98373 �davit: I certify fliat fhis Specific Leakage Area is accurafe&detennined using Blower poor Tesf Standard SD2.4.5 Building Air Leakage Testing. 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