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20130138 Permit Pkg 03202013 �o�YNFp� City of Yelm Permit ►vo.: 20130138 ` � Community Development Department Issue Date: 3/20/2013 (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: 15431 KAYLA ST SE 46 Owner: FREESTONE INC Assessor Parcel No.: 41610004600 Subdivision: CHERRY MEADOWS Lot: 46 Contractor Information: Name: FREESTONE Phone: 253-896-1300 Address: RICK CARL�LE 6820 20TH ST E STE A FIFE WA 98424 Contractor License No.: FREESI"969NZ Expires: Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: Sq. Ft. per floor: First Heat Type(Electric, Gas, Other): Second Third ; Garage Basement Fees: Item Contractor Fees NEW RESIDENTIAL BUILDING FREESTONE $16,506.49 MECHANICAL KLIEMANN BROS. $ 78.25 PLUMBING PELTRAM PLUMBING $ 118.00 TOTAL FEES: $16,702.74 ApplicanYs Affidavit: OFFICIAL USE ONLY 1 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" e State of Washingt n. Signature Date � �d Date: Firm �p gy� Cit� of Yelm (36 ) 458-8402 REC#: 00122984 3/20/2U13 8:57 AM OPER: CO TERM: 001 REF#: 1972 TRAN: 33.0000 BUILDING PERMITS �0130143 17,366.61GR FREESTONE 15331 92ND AVE SE i09 BLU-RES1 17,190.36CR MECH 78,25CR PL 118.00CR TRAN: 33.OU00 BUILDING RERMITS 20130144 17,3�6.61CR FREESTqNE 15345 CALLIE AVE Sk 140 BLQ-R�S1 1l,190.36C�2 MECH 78,25CR PL 118.00CR TRAN: 33.GOU0 BUILDING PERMITS 201:30145 16,766.36CR FRE�STONE 15417 915T AVE SE 16B BLD-HES1 16,570.11CR MECH 78.25CR PL 118,OOCR TRkN: 33.0000 BUILDING PERMITS 20130140 17,3Bfi.fi1CR FREESTONE 15323 KAYLA ST SE 56 BLD-RES1 17,190.36CR MECH 78.25CR PL 118.00CR TRAN: 33.0000 BUILDING PERMTTS � 20130141 17,928.09CR FREESTONE 15317 KAYLA ST SE 57 BLq-RES1 17,110.84CR MECH 78.25CR PL 139.OQCR TRAN; 33.OU00 BUILOING PERMITS 20130138 16,'102.74CR FREESTONE 15431 KAYLA ST SE 46 BLD-RES1 1�,506.49CR MECH 78.25CR PL 118.00CR TENDEREQ: 1U2,957.02 CHECK APPLIED: 102,957.02- CHANGE; �uJ 0.00 YELM CO�MUNITY SCHOOLS PO BOX 476 YELM WA 98597 Glerk: Croy Terminal: ? Recei pt: 203102 Manual Receipt: NFRtESTONE NFREESTONE FREESTONE, LLC 6820 20TH ST E SUITE A FIFE, WA 98424 3/2uJ2013 8:45 AM �i�_ Item _____ _ Price 1 CPF MITIGATION 3015.00 MITIGATIDN 03-021/LOT 46/15431 KAYLA ST SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 03-021/LOT 56/15323 KAYLA ST SE;YELM 1 CPF MITIGATICN 3015.00 MITIGATION 03-021/LOT 57/15371 KAYLA ST SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 03-021/LOT 109/15331 92ND AVE SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 03-021/LOT 140/15�45 CALLIE AVE SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 03-021/LOT 168/15417 91ST AVE SE;YELM Subtotal: 18090.00 Tax: 0.00 Total : 18090.00 Check 18090.00 1973 Change Due: 0.00 THANK YOU 2�t3O �3� CITY OF YELM RESIDENT AL BUIIDII���IT APPLICATION FORM Project Address: � Parcel#: `F��(t�Cl �� Q� Subdivision: �o : Plan#:s��� Zoning: �Q New Construction ❑ Re-Model/Re-Roof/Addition ❑ Home Occupation Sign o Plumbing ❑ Mechanical 0 Mobile/Manufactured Hom lacement ❑ Other Project Description/Scope of Work: � ' Q Project va�ue: �-7� I �J�.. � Building Area(sq. ft) 1'`Floor� 2nd Fioor� Garage �Q (}�}���"J( Basement Carport Patio • r � �_ �.� �� � ,:l #Bedrooms�` #Bathrooms�'� Heating: GA THER or ELECTRIC (Circle One) Are there any environmentally sensitive areas�ocated on the parcel9 �_ l/yes, a completed environmental checklist must accompany permit application. BUIL[?ING'QW(VEE�NAME�: ADDRE S O EMAIL ' .�� C�N � STATE ZIP TELEPHONE fo- 00 ARCkIITEGT/ENGlNEEFi LICENSE# ADDRESS EMAIL��hq , Cp�Cq�, C�TY Bo.�-h2I STATE ZIP � TELEPHONE "� GENERA�;EC?WTFtqCI'C�f� � TELEPHONE__ �� ADDRESS EMAII �q CITY �1Y�� STATE IP FAX�3 gq�-O�e�o CONTRACTOR'S LICENSE# 2 EXP DATE � CITY LICENSE# PLUMBING CQNTRAGTOp � �� LEPHONE 1- ADDR SS EMAIL CITY STAT ZP �D( FAX �aS� 91-9� CONTRACTOR'S LICENSE# O �EXP DATE CITY LICENSE# � �O MECHANICAL CONTRAGTQEi • Ic TELEPHONE a6 5 -D ADDR�SS �}'103 I�1�'� 5}- ' EMAIL C�n' �t�A�'1rt4.. STATE ZIP L FAX ( CONTRACTOR'S LICENSE#kl,rENIP�{�0�1 BT EXP DATE� CITY LICENSE# 'a.'7 201�{ Copy of mitigation agreement with Yelm Commurnty Schools, if applicable. I hereby certlfy that ths abovs Informatlon Is correct and that the constructfon on,and th�oeeupaney and tha us�of th• a6ovs deserlbad property wlll b�In aeeordane�wlt tho laws,►utes and regulatlons of ths Stat�ot Washington and th• Clty ot el . Ap t's Slgnatur Date Owner/Contractor/Owner's Agent/ ontracto�'s Agent(Please clrcle one.) All permlts are non-transferable and will explre If work authorized by such permtt Is not begun withln 180 days of Issuance, or(f wo�k Is suspended or abandoned for a period of 180 days �� REC�IVED �l05 Yelm Auenae Weet (360)�f58-3835 Yelm, WA 9859� (�60)458-3144 ,4x MAR 0 1 2013 � �� wwta.ci.ytlm.taa.ui B�: �' 1 ( ' �i i -i� � � � , � , � , 52.00 p LO LOT � � A6 47 �i o cY u � � SCALE:1��=2Q1 � LDRYWELL J M I M f �- � � � _.._ � � 18 x 12 I COV PAFIQ � DRAINS I I � � � _ 1 � � I 39 � i 2379 A STD � j DIA� 54.45' � GO ( - � M GO r> O 6, 3� w � 7, � cn ; ° ; /-./�2p CpA/�R \ °� � r'1' l'ry1 TN � � VMI\l�iV� � � � .,.: � � ._ .__` � C.O. (, COV, � 20' PORC�-1 �CONC.^ — — ��i�" � DRIVE �,`5�TEP --I /���ANK� � N / � 10'fv1tN. N SEPARR710N � f�10'U71UTY�SMT WATER LINE � S 52 �Q CONC WA�K w PLANTER 6� Front Porch Foundation And Step Tank -�-�-�----1- Location Shall Be Staked For Set Back � � cuRS 1�u-rrER Inspection. �� � Step Tank Excavation In Violation Of -� The Required 5' Minimum Set Back To �_'; � ' � � —�.-------------�— Foundation Shall Be Back Filled With � KAYLA� 5T. 5E CDF. %� ��'+�r'� ����:�' \ % ,._ � /� ������� NO 5' EAVE C NNECT 4" PVC ROOF ENCRQACHMENT THIS LOT ;;< �� D AINS T4 DRYWELL LQT 4� - CH ER.RY _ �ADt'JWS PARCEL #: 416100 046 UiJ Uwner: ��^�;�g�p�j� Gherrc� Meadows LLG Lot Slze: t'ro�jeGt Addre55: 6b2D 20th St. � 5ulte �h �h� �ife, YVA �iS424 � ,F,��S 5,2Q� Sq. Ft. 15431 KAYLA ST. SE 2s�-ea�-��oo ��'`'` Prescriptive Energy Code Compliance for Single Family and Duplex Housing:Zone 1 Project lnformation Contact/nformation � Freestone Plan 2379 Freestone Companies, 6820 20th St E. Suite A Yeim 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 pian 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 12 a a 6 �o Glazing U-Factor poor 9 Vaulted Walt Wall• int Wall• ext Slab Option Area : Ceilin 2 g 3 Above Below Below Floors on %of Floor Vertical Overheadl� U-Factor Ceiling Grade Grade Grade Grade R-49 or R-21 O I 13% 0.34 0.50 0.20 R-38 R-38 R-21 R-10 Int.� TB R-10 R-30 Adv. 2' R-49 or R-21 O II 25% 0.32 0.50 0.20 R-38 R-38 Int.� TBl R-10 R-30 R210 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 tab/e 6-1 for footnotes Glazing Schedule Attached to Document � Does not apply. (SEE INSTRUCTIONSj Usin� 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) O 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 Required Opt. Opt. Description 1 a Hi h Efficienc HVAC E uipment 1 1.0 O 1 b Hi h Efficienc HVAC Equipment 2 1c Hi h Efficienc HVAC Equipment 3 2 Hi h Efficiency HVAC Distribution S stem 3a Efficient Buildin Envelope 1 3b Efficient Buildin Envelope 2 3c Super-E�cient Buildin Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heatin 5b High Effiecienc Water Heatin 6 Small Dwellin Unit 7 Large Dwellin Unit 8 Renewable Electric Ener *1200 kwh Total Credits ____ 1.00 g2ECEIV� WSEC Prescriptive Worksheet(2010 edition)Zone 1 r�� � � �o'� WSUEEPIO-010 Copyright 2010 ��: Glazing Schedule Project/nformation Contact/nformation Freestone Plan 2379 Freestone Com anies, 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 Fioor 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 Feet Inch Area Area UA Ent Fiber lass Insulated IECC 0.160 1 3 6 20.0 3.2 1.00 One Exempt Swinging Door<24 Square Feet 1 2 6 17.8 Sum of Glazing Area, Door Area, and UA (do not inc/ude exempt door) 20.0 3.2 Area Weighted U= UA/Area 0.16 Sum of Area and UA for Heating sysfem size only(include exempt door) 37.8 3.2 Vertical Glazing (Windows, Glazed doors using Exception 602.6#1) Plan Component Glazing Width Height Giazing ID Description Ref. U-factor Qt. Feet �nch Feet �"`� Area UA L&G 2 Glz Vin I 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 1&0 6.12 Nk 2 Glz Vin I Low E Su er S acer SGD NFRC 0.330 1 6 8 48.0 15.84 Up 2 Glz Vin I Low E NFRC 0.340 5 5 4 100A 34.00 Mbr 2 Giz Vin I Low E NFRC 0.340 1 6 4 24.0 8.16 Mbr 2 Giz Vin I Low E PW NFRC 0.320 2 2 2 8.0 2.56 Mba 2 Giz Vin I Low E NFRC 0.340 1 4 4 16.0 5.44 Gr R 2 Giz Vin I Low E PW NFRC 0.320 2 2 2 10.0 3.20 Sum of Area and UA 309.0 104.22 Area Weighted U= UA/Area 0.34 WSEC Prescriptive Worksheet(2010 Edition) WSUEEPIO-010 Copyright 2010 Overhead Glazing I Plan Component Glazing Width Height � ID Description Ref. U Qt. Feet �"0n Feet �"`n 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 Descri tion 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 Heafing Sysfem Size Only=Area X 0.63 � WSEC Prescriptive Worksheet(2010 Edition) WSUEEPIO-010 Copyright 2010 'I Simple Heating System Size: Climate Zone 1 , Ploject/nformation Contact Mformation � ' Freestone Plan 2379 Freestone Companies, 6820 20th St E. Suite A Yelm Fife, WA. 98424 Rick Carlile cell 253 381-6080 Indoor Design Temperature 70 �'� Outdoor Design Temperature �7 Design Temperature Difference(oT) 4T=Indoor-Outdoor Design Temp 53 Conditioned Floor Area 237g Conditioned Volume 20016 Glazing i Copy Sum of UA from Glazing Schedule 107 Attic U-Factor X Area = UA R-49 0.027 1395 37.7 I R-38 Advanced 0.026 ' Single Rafter or Joist Vaulted Ceilings I� 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 _ I''�, � �� Floo � __ rs U-Factor X Area = UA - R-30 � O.p291 1402 40.7 � � _ Below Grade Walls U-Factor X Area = UA 2' De th Wall s 0. P 04 2 _ , 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 Fult- Heated 0.55 � Sum of UA 308 Envelope Heat Load 16341 Btu/Hour Sum of UA X OT Air Leakage Heat Load 11457 Btu/Hour ((Volume X 0.6)X 4T)X.018)) 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) WSUEEP10-010 Copyright 2010 �::: � � WELLER CONSULTING ENGINEERS,P.C. 21925 8th Place W• Bothelt,WA 9802I • Ph(425)488-986R . Fax(425)486-671 S• wcengr cQcomcast.net TO: City of Yelm Building Department February 28,2013 Building Official RL: Plan 2379 Weller Consulting Engineers, P.C.Job# 10-022 The previously submitted structural calculations by Weller Consulting Engineers' P.C. far plan 2379 will not be affected due to the addition of the covered patio. Please see attached calculations for the covered porch beams. a j��1+� , � r .+�•. :n � Q��.o{ `'r"��� . � �� r. YCA „� I g'y � miT� i � � � � . ; , � �,fy � 409t0� �a�• � p.�y,�.�CIS'TE4,g'f,���,� ' BY; `�;s�Qtva��� � Mark F. Weller,P.E. e��s oa�25�f3�-1 President � R.ECEIVED , MAR O 1 2013 ( �3`�': ,.�,= - � : BeamChek v2009/icensed to:Weller Consufting Engineers,P.C. Reg#5234-65779 FREESTONE ROOF FRAMING PORCH BEAM Date:6/07/12 5electlort 3-1/Sx 10-1/2 OLB 24F-V4 DF/DF Lu=0.0 Ft Condidons NDS 2005 Min Bearfng Area R1=2.3 ir� R2=2.3 in' (1,5)Dl Defl= 0.44 in Recom Cambe�0.68 in Q1@ Beam Span 18.0 ft ReacUon 1 LL 900# Reaction 2 LL 900 i� Beam Wt per ft 7.97# Reactlon 1 TL 1512# Reaction 2 TL 1512# Bm Wt Included 144# Maximum V 1512 p Max Moment 8803 Y�k Max V(Reduced) 1385# TL Max Defl L/240 TL Actual Defl L/248 LL Max Defl L/380 LL Actual Defl L/497 Athibutes Section in' Shear in TL Defl in LL Defl Actual 57.42 32.81 0.88 0.43 C�idcal 29.58 7.42 0.90 0.60 Status OK OK OK OK Ratio 52% 23°h 98°�6 72% Fb s Fv s E si x mil Fc I si Values Reference Values 2400 240 1.8 650 Ad'usted Values 2760 276 1.8 650 Adiusdnents Cv Volume 1.000 Cd Duradon 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 Stabilit�r 1.0000 Rb=0.00 Le=0.00 Ft Loeds Uniform LL:100 Uniform TL: 160 =A Uniform load A R1 =1512 R2=1512 SPAN=18 FT Uniform and partial un(form loads are!bs per lineal ft. ������iD MAR 0 1 2013 �v. BeamChek v2009 licensed to:Weller Consulting Englneers,P.C. Reg#5234-65779 FREESTONE ROOF FRAMING PORCH BEAM Date:6/07/12 lection 3-1/6x 10-112 GLB 24F-V4 DF/DF Lu=0.0 Ft ondition NDS 2005 Min Bearing Area Rt=4.2 in' R2=2.0 in' (1.5)DL Defl= 0.33 in Recom Camber-0.49 in Data Beam Spen 12.0 ft Reaction 1 LL 1050# Reaction 2 LL 450# Beam Wt per ft 7.97# Reaction 1 TL 2736 i! Reaction 2 TL 1272# Bm Wt Induded 96# Maximum V 2738# Max Moment 7384'# 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 Section in' Shear in TL Defl in LL Defl Actual 57.42 32.81 0.43 0.10 Critical 32.02 12.74 0.80 0.40 Status OK OK OK OK Ratio 56% 39% 71% 25% Fb si Fv si E si x mil Fc� sI Values Reference Values 2400 240 1.8 650 Ad usted Values 2780 278 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 L ads Point TL Distance Par UnN LL Par Unif TL Start End 8=1512 4.0 225 H=360 0 4.0 50 I=80 0 12.0 I H � Pt loads: B R1 =2736 R2�1272 SPAN=I2FT Uniform and partfal uniform loads are Ibs per lineal ft. _ r;L; ;T G='�,;;�i �irT'��,,;1��,jT - �_;P i �_, ,r �,,`� � �, i�;�, - . � �: 2009 I.R.C. I.R.C. SEC. R806.2 - VENTiLATION ThiE NET FREE VENiILATING AREA SHALL NOT BE LESS THAN 1 / 150 OF THE AREA OF SPACE TO BE VENTILATED, EXCEPT THAT THE AREA �AAY BE 1 / 300, PROYIDED AT LEAST 50% & NOT MQRE THAN 80� OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION , _ OF THE SPACE TO BE VENIILATED AT LEAST 3 FEET ABOVE EAVE VENTS wITH THE BALANCE OF THE - REQUIRED VENTiLATION PROVIDED BY EAVE VENTS AND VENTING RIDGES. � - ei�vu.F«eev�e;a EAVE VENTS SHALL 8E COVERED WITH CORROSION—RESISTANT METAL MESH WITH MESH � :;; _ „- OPENINGS OF 1/4° W DiMENSI�N. ` �� - ' TOTAL RDOF AREA (Sq. Ft.): 2�6 �� SCREENED YENT 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 �2", 18'-0" �1�„ GABLE w 12" RAKE �v — GABLE E D IRDER TRU S � 4:12 4:12 ,, ' %. ' � � w � ¢ m N w m a cn w a ° o � °—� � N � 0 , � o �U U m� I v W N K� _ _ _ . , NUC410 HANGHR(2 , P4CS)�' 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"0' j x B" THK. TYP, x 8" THK. TYP. � > V LL .N.. N m m O U` Ur �p N � OPT. COVERED PATIO " ^ 0 x -- � � X � � M (�I HUC41d HANGAR(2 P�CS) � ;, -�- .� �-�, � ;; �--, �- , -,-i --, ' I-"� i � ��, �_ � `,,' �- F-�' C_ [�; �- �� � i r�� � e� _ �.l0., -- - Project: P�°�� Freestone Com anies � �-� a��� p 6820 20th Street E Suite A, Fife WA 98424 MAR O 1 2013 Date: 253.896.1300 9/14/12 �1': • - - _-_.____ www.freestonecompanies.com � , �_� _� __.. _ � � /"�3a��� �-�y �� � l.c�.��i�_r ' , e a ' 0 i 1 / / I ,f�� � a Duct Leakage Af�davit , � . > .�, � . Perm it#:-------`"-�---�--------- : ; House address or lot number._����� �'1u �� ��–�------- _ ��-- c�cy: __��l!�-------- z�p� --����--- �. ; Cond. Floor Area(ft2):__�7C�___ Source (circle one): lans 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 � no Air Handler present during test? []�yes � 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 Rough-In,total duct leakage with air handler installed: (floor area x.06) _�L/�CFM@25 Pa Rough-In,total duct leakage with air handler not installed: (floor area x.04)________CFM@25 Pa Test Result:__���____CFM@25Pa Ring (circle one if applicable): Open 1 3 „ . , j/f�� Duct Tester Location:____ ���________ Pressure Tap Location:����u�iw_�_-,��__!` � I certify that these duct leakage rates are accurate and determined using standard duct testing protocc�. Company Name:_�1(��_���r!�---Technician:_ ✓�=%%_���-!��C"�–�– % C�-3 �- , Technician Signature:____ _____ ___ Date:_� I�__ Phone Number:=���_�G� 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 Internafional Residential Code or 603.9 of the lnternational Mechanical Code. Duct tightness testing shall bc; 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 spr 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 insulated on the exterior with R-8 insulation for above grade ducts and R-5 water resistant insulation when within a slab or earth. 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