The URL can be used to link to this page

20120334 Permit Pkg 12192012 I F tN� Permit No.: ;, �o p� City of Yelm 20120334 � � � �, Community Development Department Issue Date: 12/19/2012 I (Work must be completed within 180 days) Building Division � Phone: (360)458-8407 � L � ""`"'""°" Fax: (360)458-3144 i ' Applicant: I Name: FREESTONE Phone: 253-896-1300 i Address: 6820 20TH ST E STE A ' FIFE WA 98424 i ( Property Information: �� site Address: 15360 CHAD DR SE 21 Owner. FREESTONE INC J � Assessor Parcel No.: 41610002100 Subdivision: CHERRY MEADOWS Lot: 21 I 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 21, PLAN 1914 Sq. Ft. per floor: First 1914 Heat Type(Electric, Gas, Other): GAS Second Third Garage 438 Basement i Fees: � Item Contractor Fees �i NEW RESIDENTIAL BUILDING FREESTONE $15,898.28 ,'I MECHANICAL KLIEMANN BROS. $ 7175 'I PLUMBING PELTRAM PLUMBING $ 111.00 TOTAL FEES: $16,081.03 ,� Applicant's 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 nd restrictions of record. If ap lying as a contractor, I further certify that I am currently Final tnspection: registere i the State of Wa ingt . ` LG� C� Date: Signatur Date � Firm By� Cit� af Yelm {36 ) 458-8402 ��EC#: 00114139 12/19/�012 3:15 PM OP�R: CO TERM: 001 REF#: 1715 TRAN: 33.OQ00 �UILDING PERMITS 20120337 16,465.44C�i FREESTONE 15348 CHAD QR SE 19 BLD-RE:51 16,282,69CR ME�H 71,75CR PL 111 .00CR TRAN; 33,OOU0 6UILDING pERMITS 20120334 16,081 .03CR FREESTONE 15360 CHAQ DR SE 21 BLO-RES1 15,898.2BCR MECH 71,75CR P� 111.00CR TENDLRED; 32,546.47 CHECK APPLI�D: 32,546.47- CHANGE: 0.00 � i i i �� j YtLt� CuMMtii�ITY SCHOOLS � PO BDX 476 YELM WA 98597 - �ler�k: Croy I� 1 Term�nal : ; Receipt: 19727� Manual Receipt: NFt�tESTONE NFREESTONE FREESTONE, LLC 662G 20TH ST E SUITE A FIFE, WA 98424 1Z/i9/2J12 3:Ofi PM i��,---,Item_�----_. r._ Price 1 CPF MITIGATIGN 3015.00 f1ITIGATION 03-021 / LOT 19 % 15348 CHAD DR SE; YELM 1 CNr MITIGATION 3015.G0 MITIG,4TION G3-07.1 / LOT 21 / 1536� CHAD DR SE; YELM Subtotal : 6030.00 Tax: 0.00 Total: 6030.00 Ch�ck 6030.00 ,, � 1716 I Change Due: 0.00 i I�� THANK YOU i i �� 'I �,I " �' �� CITY OF YELM ' RESIDENTIAL BUILDING PERMIT APPUCATION FORM Project Address: 'S��Bt� �I1(l�.�l �J� Parcel#: `�'��(w d ZI Q O Subdivision: �ot#: �� Pian#�__��y__ Zoning: �Q New Construction � Re-Model/Re-Roof/Addition 0 Home Occupation Sign ❑ Plumbing ❑ Mechanical ❑ Mobile/Manufactured Hom lacement ❑ Other Project Description/Scope of Work: t ' Q Project Value: 2 w � Building Area(sq. ft) 1°�Floor�� 2nd Floor -- �b Garage � Basement � Carport '— Patio �"' � . #Bedrooms� #Bathrooms?� Heatin GAS THER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcell �_ If yes, a completed environmental checklist must accompany permit application. BUICDING OWNEF�NAM�: ADDRE S O EMAIL CITY � STATE ZIP •C� TELEPHONE (o- ARCHITECT/ENGINEEF� LICENSE# ADDRESS EMAIL��q , �► •�q�, �„� C��'-��-hQ-� STATE ZIP 1 TELEPHONE iGENERAL,.�CON�'RACTaf�` TELEPHONE _ � ADDRESS EMAIL � � — � CITY STATE IP FAX C°2Fi.� $�l!o-O(o 60 CONTRACTOR'S LICENSE# 2 EXP DATE CITY LICENSE# i PtUMBIKIC�'CQN7'RAGTC�F� �t ADDR SS LEPHONE �- C�N EMAIL STAT Z 0 FAX_ �25�, 9 l -9� CONTRACTOR'S LICENSE# EXP DATE C/�ITY LICENSE# I �p MECHANICAI:CONTRR�TaA • lc � TELEPHONE a6 S -O ADDRF;SS O '� ' EMAIL R CITY Ict�pry�q,,. STATE ZIP F,qx CONTRACTOR'S LICENSE# r !. E1�1P�41021 RT EXP DATE�L CITY LICENSE# 'a..'7 201►{: I Copy of mitigation agreement with Yelm Con '��i�cable. tnat n laws, ` !i,% � �� f� .�; \� ' U �' /� �� . � -- , � /, -.� _ .. I � � .._ - ;ar� �- ; �" �` �_ . (k. d L �: i , 17 � � � . �� _�.________,_._` er - -- _ \ �'�� /�� / / C ��_ �}- / �� f 1 C + ` ( r' -�� \� �R'�!� ' L:.... _.. 1 � � f J � � ' � / //'� � i 1` - � � — � 52.00 LO�T �0 LO 10' � r,o cY � � �DRYWELL � —Q �'�'�, M ROOF ( M SCALE:1��=20� STD, in DRAINS � PATIO � REAR SETBACK I � 40' � � � � � I 18"FLOOR CANT. � � � � � 1914AREV � � �, � � DIAG 71 .2$ � �, � r I I � �, 7' � 40' S' i W �- - I / 2 CAR I � � I GARAGE I I � I c.o. �� 13' 20' � r,-$T P� 10'MIN.— '� �fiA��, CONC. � SEPARATION �L — —' "�� ,-._ DRIVE � N OR SIEEVE ,� � N WATER UNE 10'UTILITY ESMT� � � �� I ` t'�'._ E f:, d i+� " ' M � `n , �'?�-��r�c,� �� . '0 Gn � � � � � � " ` �� N Gtit�D DRI V� 5E �� a � :�:y L � �2 �� . � :}: ,- 5' EAVE CONNECT 4" PVC RO�F ENCROACHMENT THIS LOT ,; ��—bRAINS TO DRYWELL LOT 21 - CHERRY MEADOWS �� owner; Freestone PARCEL #: 416100 021 00 Gh�rru Meadows LLG Lot 5ize: ProJect Address; b� 02 20th 5t. E 5uite A ` ' Fife, WA q8424 6,002 Sq. Ft. 15360 CHAD DRIVE SE ' 2�s-8q6-i3oo ; , � _. . I _ .._ ..,,.�+.. �I�V W ELLER CONSULTING ENGINEER5,P.C. 21925 8th Pface W• Bothell,WA 98021 • Ph(425)488-9868 • Fax(425)486-6?15• wcengr@comcast.net TO: City of Yelm BuiIding Department December 13,2012 Ptans Examiner RE: Plan 1442 Welter Consulting Engineers,P,C.Job# 10-026 The previously submitted structural calculations by Weller Consulting Engineers'P.C,for plan 1442 will not be affected due to the change from the 2006 IBC to the 2009 IBC. (� This plan may be used as a"basic"plan on any lot located in city of Yelm by Freestone only provided that the site does not exceed the following criteria. � Wind speed 85 mph–3 sec gust Exposure C Seismic Category D j, Sn.ow Load 25 psf The cover sheet provided by Weller Consulting Engineers,P.C. does not have to be an original. Weller Consulting Engineers,P.C.assumes full responsibility for the structurai design. ln addition, Weller Consulting Engineers,P.C.has reviewed the truss calculatians provided by MiTeck lndustries.The structural design provided by Weller Consuiting Fngineers,P.C.will j conform to the requirements of the truss calculations. ' !'�.� t3 f l'�. ... �� ,� w. ¢�`�� -��rf va� �r ,� '��,,C:_✓ �,y�Y ' rc � ,�� y:,� --`'°„�..., , , � Mark F. Weller,P.E�— , , � ._..� President ,, '°� ¢�y��o r4� ��G�t��'�,-�� e�ca=s 04/25/�� --m i ��' �� x, I � �' f1��ilAJ V�I,J � � �2 /� ��Z ______ I � � �--- — i I Prescriptive Energy Code Compliance for Single Family and Duplex Housing:Zone 1 , �Project/nformation Contact Information Freestone Pian 1914 Freeston Companies 253 896-1300 6820 20th St. Suite A Fife WA. 98424 Yelm Rick Car�ile cell 253 381-6080 I 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 �z 4 4 6 � io Glazing U-Factor poor 9 Vaulted Wa�� Wall• int Wa(1• ext Slab Option Area : z o i� U-Factor Ceiling Ceilin 3 Above Below Below Floors on /o of Floor Vertical Overhead g Grade Grade Grade Grade �� R-49 or R-21 � I 13% 0.34 0.50 0.20 R-38 R-38 R"2i R-10 Adv. Int.� TB R-10 R-30 2' R-49 or R-21 OO II 25% 0.32 0.50 020 R-38 R-38 R-21 R-10 � Int.' TB R-10 R-30 , Adv. 2 R-49 or R_21 R-21 0 III Unlimited 0.30 0.50 0.20 R-38 R-38 R-10 Int.' TB R-10 R-30 � Adv. 2 See WSEC tab/e 6-1 for footnotes �� Glazing Schedule Attached to Document I ' � Does not apply. (SEE INSTRUCTIONS) Usin� Prescriptive Option III.All glazing � and doors meet maximum U-factor.A�ternate heating size method submitted. i � ❑ 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) i i i Radiant slab: ❑ R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) I Chapter 9 Options Total of 1 Credit Required �', Opt. O t. Descri tion °' ! 1a Hi h Efficienc HVAC E ui ment 1 �� ! �„w`= �"' 1 A � '; 1b Hi h Efficienc HVAC E ui ment 2 I 1c Hi h Efficienc HVAC E uipment 3 � 2 Hi h Efficienc HVAC Distribution S stem 3a Efficient Buildin Envelo e 1 I. 3b Efficient Buildin Envelo e 2 � 3c Su er-Efficient Buildin Envelope 3 I4a Air Leaka e Control and Efficient Ventilation � 4b Additionaf Air Leaka e Control and Efficient Ventilation 5a Efficient Water Heatin 5b Hi h Effiecienc Water Heatin 6 Small Dwellin Unit 7 Lar e Dwellin Unit 8 Renewable Electric Ener "1200 kwh Total Credits 1.00 ._.� ..� �...��., �� _� ¢. WSEC Prescriptive Worksheet(2010 edition)Zone 1 ;.;,; r � �` WSUEEPIO-010 Copyright 2010 , B Y�-------------------- Glazing Schedule Project Information Contact/nformation Freestone Plan 1914 Freeston Com anies 253 896-1300 6820 20th St. Suite A Fife WA. 98424 Yelm Rick Carlile cell 253 381-6080 ' Conditioned Floor Area 1914 Sum of UA for Heating System Sizing 87.0 Sum of All Glazing Areas From Below 265 Glazing to Floor Area Ratio 13.84% 602.7.2 Exception Ratio (not to exceed 1%)C� Exterior poors Plan Component Door Percent Width Height Glazing Door poor �� Descri tion Ref. U-factor Glazed Qt. Feet Inch Feet �"`n Area Area UA Ent Fiber lass Insulated IECC 0.16 1 3 6 8 20.0 3.2 � G2f One Exempt Swinging Door<24 Square Feet 1 2 8 6 8 17.8 Sum of Glazing A�ea, 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, Giazed doors using Exception 602.6#1) Plan Component Glazing Width Height Glazing �� Descri tion Ref. U-factor Qt. Feet Inch Feet �"°n Area UA Ent Vinl I Low E Aar one PW NFRC 0.30 1 1 5 5.0 1.50 Ent Vinl I Low E Aar one PW NFRC 0.30 1 4 5 1 4.4 1.33 Den Vinl I Low E Aar one XO NFRC 0.32 1 5 5 6 27.5 8.80 Den Vinl I Low E Aar one PW s NFRC 0.30 2 2 2 10.0 3.00 Din Vinl t Low E Aar one XO NFRC 0.32 1 6 5 30.0 9.60 Nk Vinl I Low E Aar one SH NFRC 0.32 2 1 5 10.0 3.20 � NK Vinl I Low E Aar one PW NFRC 0.30 1 4 5 20.0 6.00 � Fam Vinl I Low E Aar one Su er S acer NFRC 0.32 1 6 8 I. 48.0 15.36 Mba Vinl I Low E Aar one XO NFRC 0.32 1 4 5 20.0 6.40 � MBr Vinl I Low E Aar one XO NFRC 0.32 1 6 5 30.0 9.60 � MBr Vinl I Low E Aar one PW NFRC 0.30 2 2 2 6 10.0 3.00 ; BRs Vinl I Low E Aar one XO NFRC 0.32 2 5 5 50.0 16.00 � i i � Sum of Area and UA 264.9 83.79 Area Weighted U= UA/Area 0.32 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 i . Overhead Glazing . Plan Component Glazing Width Height ID Descri tion Ref. U Qt. Feet Inch Feet '"�n Area UA 'i i � , Sum of Area and UA Area Weighted U= UA/,4rea Doube Glazed Garden Windows Section 602.7.2 Exception Plan Component Width Height I D Descri tion Qt. Feet '"`h 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 I I � � � j I � �� I WSEC Prescriptive Worksheet(2010 Edition) WSUEEPIO-010 Copyright 2010 SiPnpie Heating System Size: Climate Zone 1 . Prbject/nformation Contact/nformation Freestone Pian 1914 Freeston Com anies 253 896-1300 6820 20th St. Suite A Fife WA. 98424 Yelm Rick Carlile cell 253 381-6080 Indoor Design Temperature 70 Outdoor Design Temperature 17 Design Temperature Difference(oT) �T=indoor-Outdoor Design Temp 53 Conditioned Floor Area 1914 Conditioned Volume 17821 Giazing Copy Sum of UA from Glazing Schedule 87 Attic U-Factor X Area = UA R-49 0.027 1914 51.7 R-38 Advanced 0.026 Single Rafter or Joist Vaulted Ceilings U-Factor X Area = UA R-38 Vented 0.027 � A � bove Grade Wails U-Factor X Area = �q � R-21 0.056 1476 82.7 � � Floors U-Factor X Area = UA R-30 0.029 1914 55.5 � � Below Grade Walls U-Factor X Area = UA 2' Depth Walls 0.042 3.5' Depth Walis 0.041 7' De th Walls 0.037 Siab Below Grade F-Factor X Len th = UA 2' Depth 0.59 3.5' Depth 0.64 7' De th 0.57 Slab on Grade F-Factor X Len th = UA R-10 2' perimeter 0.54 R-10 Fuil - Heated 0.55 Sum of UA 2�7 Envelope Heat Load 14672 Btu/Hour Sum of UA X OT Air Leakage Heat Load 10201 Btu/Hour ((Volume X 0.6)X 4T)X.018)) Building Design Heat Load 24872 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 1.15 28603 Btu/ Hour If ducts are located in unconditioned space:Sum ot 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% 42905 Btu/Hour Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet(2010 Edition) WSUEEPIO-010 Copyright 2010 o� �' City of Yelm Permit No.: 20120334 � Community Development Department Issue Date: 1-29-2013 4 (Work must be completed within 180 days) Building Division Phone: (360)458-8407 """«'""°" 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: 15360 CHAD DR SE 21 Owner: FREESTONE INC Assessor Parcel No.: 41610002100 Subdivision: CHERRY MEADOWS Lot: 21 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 21, PLAN 1914 Sq. Ft. per floor: First 1914 Heat Type(Electric, Gas, Other): GAS Second Third Garage 438 Basement Fees: Item Contractor Fees NEW RESIDENTIAL BUILDING FREESTONE $16,100.94 MECHANICAL KLIEMANN BROS. $ 71.75 PLUMBING PELTRAM PLUMBING $ 111.00 TOTAL FEES: $16,283.69 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 a�ctxestrictions of record. If a lying a contr or, I further certify that I am cu ently Final Inspection: registered in�the`State of Wa ' ton ' Signature~� Date ' Date: Firm ��-�j '1n-�• BY' . C�fi� of Y� m ,. t36)l 458-840t. REG#: OC)117�7��M �)19��13 4:03 PM OP�k; CQ � ��}'#: �5�7� �TRAM: 33.U000 E�UILD�02�66CR�T5 201�20�34 FREESTCINE 15360 CHAD GR ��2 �� 9LD-RES1 TRAN: 33.�0(�0 E�UTLD�83,84CR�(� 2t)1203:�7 FREESTCINE 15348 CHACl pR 183.d�CR nLD--RE51 TE.NDERE.D: 38Ei�50 CHECK APPLIEI�; :186,50- -----_..._____._ GFiANGE; ~�V 0.00 CITY OF YELM Q�� oi�� RESIDEN IAL BUILDINO PERMIT APPLICATION FORM ProjectAddress:�y� .JG Parcel#: "4"��I Vv O�� OO Subdivision: �ot#:�_ Plan#:_�_ Zoning: . �Jew Construction �Re-Madel/Re-Roof/Addition ❑ Home Occupation Sign ❑ Plumbing ❑ Mechanlcal � Mobile/Manufactured Hom�..�lacement 0 Other Project Description/Scope of Work:� l:(J1f , � � \ � Project Value: Buildfng Area(sq. ft) 1�Floor 2"d Floor Garage ��eck Basement Carport a io_� #Bedrooms_ #Bathrooms_ Heating: GAS/OTHER or ELECTRIC (Circle One) Are there any environmentaliy sensitive areas located on the parcel? �_ lf yes, a completed environmental checkllst must accompany permit application. BE1tt�0��V�'V��.,.. ADDRE S O � EMAIL ' �C� CITY ' STATE ZIP TELEPHONE �o- p '4F�,.�'�� .,. ' l�I�� UCENSE# ADDRESS EMAIL�jQq ,Qp��►. n C�N Q- STATE ZIP � TELEPHONE v GEI�I��,f'r��'��,�'� TELEPHONE__ 5�4nn"= ADDRESS EMAIL � CITY STATE IP FAX o2Fi� $q(o-d(o BO CONTRACTOR'S LICENSE# t 2 EXP DATE CITY LICENSE# �o P��ltt��i..�`�� _ .,. LEPHONE l- ADDR SS EMAIL CITY STAT Z P �QL_F,q)( � �� — CONTRACTOR'S LiCENSE# �' EXP DATE CITY LICENSE# � M��-�� ' � ' TELEPHONE a6 5 - ADDR�SS O '� ' EMAIL CITY�LLArYI[L. STATE Ztp F/�( CONTRACTOR'S LICENSE# t,2' EXP DATE�CITY LICENSE# '�i'I 201 Copy of mitigation agreement with Yelm Community Schools if applicabfe. I hsreb c�rtlfy that th�abov�iniormation Is cornct and that th�construcUon on,and th�occupancy and th�us�ot th� abo d rib�d prop�rty will b�in accordanc�wlth th�Isws,rule�and rsgulatlons ot th�Stab of Waahington and th� Ct of Yel . � !S App c s Signatur Date Owner/Contractor/Owners Agent/ ontractor's Agent(Please ctrcle one.) All permits are non-transferabie and will expire If work authorized by such permtt Is not begun wtthin 180 days of tssuance� or if work is suspended or abandoned tor a perio cs �=w .�,� �,,,��.,�,��„�._. %C �'IVED IG�" �'r�� u �. �� n ��: JAN 2 � 2Q13 105 Yelm Auenue Wtat (3 $�3883 Yetm, WA 98597 (360 45 - wwm.ct.yslm.waw �Y�-------- 0 52.00 , O� LO LO 10' � ("tb�Y_" _ in �t; �DRYWELL r � �'? r � SCALE:1"=20' � DRA�INS � � STD, in PATIO `- REAR SETBACK I — — 40 - - - - � ( � � � 18"FLOOR CANT. I � � � � 1914 A REV � � �, � � D IAG 71 .28' � � �, � � I I � � 7' � 40' 5' I W �- i i �/I I GARAGE � � I c.a r I � 13' 20� , r�TSF � 10'MIN.— '� �-'fAN CONC. � SEPARATION — -' � DRIVE �, N aR SIEEVE N WATER IINE 10'UTILITY ESMt� � '�C(�� 1 ! � �4 � ih i•7 u' 1 �/�-t��t'f^- �' . �n �.�-r�h� ��#r�r ? � - � N �O S'�'�O� �c,n 1�' N G��SE-—-- � � � � � RECEI�Tk.;� ! ,��_ _ JAN � 2 2013 5' EAVE �INECT 4" PVC RO F ENCROACHMENT THIS LOT L4T 21 - CHERRY MEADOWS PARCEL #: 416100 021 00 Owner: �ree5tOn0 � ,Gherr�t Meadows LLG Lot 51ze: Pro�ect Address, � F�a20 24th St. E 5uita A '' E �IFe, WA q8424 6,002 Sq. Ft. 15360 CHAD DRIVE S� � � ��= � ' ass-ead-i�oo ; ;�.��. _ _ _. � W�LLER CONSULTING ENGINEERS,P.C. 21925 8th Place W• Botheli,WA 98021 • Ph(425)488-9568 • Fax(425)486-6715• wcengrCcomcast.net TO: City of Yelm Building Department January 17,2013 Building Off`icial RE; Plan 1914,Lot 21,"Cherry Meadows" Weller Consulting Engineers,P.C.Job# 10-056 The previously submitted structural calculations by VVeller Consultin� Engineers' P.C. for plan 1914 will n�t be affected due to the addition of the covered patio. Please see attached calculations for the covered porch beams. �.��'��.�`�t�� 1 P #�7 �� )� ��3 VF. . �—`�'- Q,�"o��^sx �, � � �� r � �y� ,,,s.,-��.;,�°` ,� �,- �..�°"� °� �,� � 4Uyi00 w�'m t` �-° d�y, t'u1.��4,�i BY: ""'"'"'�.'""°,�...:�,, S'+SI �lV,,� �NA{.'� ,� Mark F. Weller,P.E. .-.�~�'"'� President E�°�g=s c4�25I/,;�� ------..-._......._ RECEIVEI� JAN ,� � 2013 �.�w r. �.� . �� 52.00 � LOT LO � LO � 20 21 i I 22 � J � � 10' I}�I �'�i, � _ �� c•� — — — o c� SCALE:1"=20' � i8 X i2 I RooF rn COV PATIO N I _ I DRAINS �'? REAR SETBACK � — L� 40' � � � � � 18"FLOOR CANT. I � I � � 1914AREV � M �, � � D IAG 71 .28' � � �, � � I I � � 7' � 40' 5' i W �- - I / 2 CAR I � � GARAGE � � I I c.o. �� 13' 20' r STEP� 10'MIN. TANK CONC. SEPARATION �, L — — DRIVE N OR SLEEVE � N WATER LINE �0'UTILITY ESMT�\ � S � w CONC WALK 52.00 � PLANTER 6' op CURB/GUTTER o0 N N �!—��Ef 6� ' � � � �� GH�D DR111� 5E � �_ RECE�'�TE]C� JAN 2 2 2013 -� , � j 5' EAVE ,G,�° E%�' �c� ��'�'� I C;" C'� l`� I � 4" PVC R OF ENCROACHMENT THIS LOT � � DR L LOT 21 - CHERRY MEADOWS PARCEL #: 416100 021 00 owner: �reestone Gherru Meadows LLG Lot 51ze: Project Address: 6820 20th St. � 5uite A 6,002 Sq. Ft. 15360 CHAD DRIVE SE 253 8 bQ 300 BeamChek v2009 licensed to:Weller Consuiting Engineers,P.C. Reg#5234-65779 FREESTONE ROOF FRAMING PORCH BEAM Date:8/07/12 Selectlon 3-i/8x 10-1/2 OLB 24F-V4 DF/DF Lu=0.0 Ft n '' n NDS 2005 Min Bearing Area R1=2.3 in' R2=2.3 fn' (1.5)DL Defl= 0.44 in Recom Camber=0.68 in �� Beam Span 18.0 ft Reaction 1 LL 900# Reaction 2 LL 900# Beam Wt per ft 7.97# Reactlon 1 TL 1812# Reactfon 2 TL 1512#t Bm Wt Included 144# Maximum V 1512# 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 A 'th►butes SecHon in Shear ln 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 Ratlo 52% 23% 98°h 72% Fb s Fv si E sf x m11 Fc I si Values Reference Values 2400 240 1.8 650 Ad usted Vaiues 2760 276 1.8 650 Adiushnents 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 Stabflity 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:100 Uniform TL: 180 =A ��''�``��:��.� �„��w� Uniform Load A .� ��_:,,�,�` ---__ - • ---.�,�.► R1 =1512 R2=1512 SPAN=18 FT Uniform and partial unitorm loads are Ibs per lineal ft. � BeamChek v2009 licensed to:WellerConsulting Englneers,P.C. Reg#5234-65779 , FREESTONE ROOF FRAMING PORCH BEAM Date:6/07/12 lectlon 3-1/8x 10-1/2 GLB 24F-V4 DFIOF Lu=0.0 Ft ndi ion 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 98# Maximum V 2736# Max Moment 7384'# Max V(Reduced) 2344# TL Max Defl L/24Q TL Actual Defl L/338 LL Max Defl L/360 LlActual Defl L/>1000 Attributes Sectfon in' Shear in TL De8 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 Fc� 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 Unff 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 �k�°�"�t��,�W�d.� Rl =2736 R2=1272 SPAN=12 FT �--��/3 Uniform and partial uniform loads are Ibs per Ilneal it. �� ~��"""""� � ✓ "`r--�-__. °--w ,� ;�r_�� „�; � 7 ��E�"�i_1I��E�,1F fJT - �_;�'T �= ��',✓E�;'Er` � �, 11 =� �_ , 2009 I.R.C. I.R,C. SEC. R806.2 - VENTILATION THE NET FREE VENTILATING AREA SHALL NOT BE LESS 1}iAN 1 / 150 OF THE AREA OF SPACE TO BE VENIILATED, EXCEPT THAT THE AREA MAY BE 1 / 300, PROVIDED AT LEAST 50q & NOT MORE THAN 80� OF 'f}iE REQUIRED VEN�ILA�ING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE VENTS WITH THE BALANCE OF THE ` � `- REQUIRED VEN11LA110N PROVIDED BY EAVE VENTS AND VENTING RIDGES. - : ,�- ��i ,�°�':� erac.ir�EE��EViE�v EAVE VENTS SHALL BE COVERED WITH CORROSION—RESISTANT �1ETAL �IESH WITH MESH ��,�,, OPENINGS OF 1/4" IN DII�ENSION. �.-r:�;.: ' '"` " �- TOTAL ROOF AREA (Sq. Ft.): 2�g �� SCREENED VENT AREA (Sq. Ft. W/ AREA REDUCTION): 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 4:12 � � � a Q w w m tn m a � w a o � � ° ° i ° � � N O �C.>U m� W N a� HUl;41G HANGAR(2 PLCS) 19'-0„ 6 18'-0" 6.. � 4X4 DF#2 W/ 4X4 DF#2 W/ ACE4 & AB44 ACE4 & A844 PIER PAD 18"� PIER PAD 18"e' � x 8" THK. TYP. x 8" TNK. TYP. �* > � LL V � N N m m J - � � � � N � OPT. COVERED PATIO " N � ----- ---- ----- � X X W � M C:� HUC410 HANGAR(2 PLCS) � _ _- — , f-- � � / `, ; , �� r� -i - - , "� � ` ` � �- �� — �� "�� I ,, a �P,,,R ! � �, r � ; � Z Z. � -- — __-- _�. � --------------------- -- @� ��-�� i:�, .�. �_..,�,..��,. .;e9�y—;- � „'�,.'' �..._..__.. . ,.e,�� Project: P'°�: Freestone Companies � _ 6820 20th Street E Suite A, Fife WA 98424 Date: 253.896.1300 9/14/12 www.freestonecompanies.com U � M � � � � � N r r- � .� � � i C � � � � `IJ � � N � � � L � � � Q � � U_ O � r� Q � V N � � � � � � � ai U o � � � E o .�a � � � � Z � o > q � � � � � � � o � � .�� - � � m � � � .� � � o � � � c� O � •,� L � �, � � � �' � ° a � � � .�, � r� o �•� q `.� � �� , � cB � � +�-' � N .� •� N � Q � ` � � 5 �' � W � � � � � � .,� �. = U w � � Q-� � p � p W � �jo�o � o � U Z � a' � � Q- o � V � � HQ � � Z •c -�o �.. � p o � �,.� � v� cu o w p N o � w � �� W � � woNO � o � � � � � � � co � cv Z U Q � L Q � U � � � Q C� � � N � u� Z I— � cn N �, � � O . . � �,4tlE N � J � ;,= (6 �_p` � � N N E � � U �r� �k Q (D � � � � Q s r a; � Z Q v� � � U � �` W � a� a� � c`a � � c � � � c c � � cB �v � ��d m � 0 m � Q (n m �-�l Zca��t� ��SVLATj�L � � 1 I N S U LAT I O N �ti y�� NORTHWEST �°,�x„fI, 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.8.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. R-Value Minimum Thickness R-Value Ba s/1,000 s .ft. Maximum Covera e Minimum Weight Minimum Thickness To obtain an Installed insulation To obtain an The number of Contents of this bag The Weight/SF of Installed insulation insulation resistance should not be less insulation bags/],000 SF of net should not cover more installed insulation should not be less R-Value of: than: resistance area should not be than: should not be less than: than: (R-Value)of: R-38 HD 1025" R-60 29.7 33.6 SF 9521bs. 19.750" R-38 12.00" R-49 23.5 42.5 SF .7531bs. 16375" 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 .5691bs 13.Ou0" R26 9.00" R-30 13.6 733 SF .43716s 10375° R-22 6.50" R-26 11.8 85.0 SF .3771bs 9125" R-21 HD 5.50" R-22 9.8 ]02.2 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 1753 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-Nomina1301bs,Minimum 2916s.This product conforms to the performance requirements of ASTM C 764, R-8 2.50" Type 1,&cancelled Federal Specification HH-1-1030B,Type l,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-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 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 lbs./minute.Recommended feed rate is 15-25 lbs./minutes. Builders Insulation Statement. Batts and/or blankets have been installed in conPormance with the above 2009 WSEC Residential Enerav Comuliance Certificate-Buildin¢Air Leaka�e recommendations to rovide a thermal resistance of.... R-Value Standard Buildin &Test Condition: Comments: Attic Area R- R-49 Date: •(3 Ext.Walls R- 'Z R-21 Time � 3O Inter.Walls R- R-11 Indoor Temp: (p� Sprinkler Tenting R- R-8 Outdoor Tem : (p Knee Walls R- R-21KF Floor Area(s ft) Under floor R- R-30 Completed as of. g S �3 Buildina Air Leaka¢e Tareet: SLA Less Than 0.00030 Installers Name PrinY. Test#1-Depress_�_Press Pretest Baseline Pressure (Ya) Installers Name Sign: Bld Press. Pa) Flow Ring Fan Press.(Pa) Flow(cfin) � � �- � � Site Address: ��J(p� � ��- S�- � �� 5�� Post Test Pressure: Fan Model/SN: 11,I.IgD �'J Results:SLA(Srecific Leakage Area): . C('�O2�j �Gbt -"'1•71oZ- Home Builders Signature: Test#2-Depress Press Pretest Baseline Pressure (Pa) Home Builders Address: Bld Press.(Pa) Flow Rin Fan Press. Pa) 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 Puvallun.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:�✓�ci� Technician Name Sign: ��`---' � Aug. 6. 2013 3:47PM Kliemann Bros HVAC No. 2129 P. 1 , � ( , -��3 �� y c ��c�1) r �^, ��; ' �_ �� ;�, ,: � . . buct Y.,eakage Afl➢da�vit permit#:�'��G` �� House address or lot number:��(�O _�_L�D��"�_ _ � -- C'tty: �!�_ — Zip: __ �� Cond. FloorArea(ft2}: f�__ Source(clrc{e one): Pfans �stimated Measured ❑Duct tighiness testing Is not requlred for this residence per exceptipns Ilsted at fhs end of thls document Air Handler in conditloned space?D yes��no Alr Handler present during test? �yes � no Clrcle Test Mefhod: Leakage to Outs9de Total Leakage Maxlmum duc e _� r 1' akage: ,__,�. post Constructton,total duct feakage: (floor area x.08) ___ �FM@25 Pa PosE Constructlon,leakage to outdoors: (floor area x.06)_ __C�M�,m25 Pa Rough-In,total duct leakage with air handler installed: (floor area x.06)��CFM@25 Pa Rough-fn,tatal duct leakage with air handler not installed: (floor area x.04)�____CFMQ25 Pa 7est Result: �1� ^CFM@25Pa RPng (circle one if applicable): Open 1 2 3 f]uct Tester l.ocatlon:--,-- � �___�� Pressure Tap l.ocatlon:^�,�-'- ��'�T��''f�� I certify that these duct leakage rates are accurate and determined using standard duct testing protocol. . �^ Com an Name: / ��"� � � p Y r Yw.,(".� . _��.�_—7echnician:�� n��_ 7echnlc►an slgnature:__.��,_�_,_, Date:�� Phone Number: �37�,G��S' Washington State Energy Coda rafaronce; 509A0.3 30allnp.AH duCls,�Ir handlera,fifler boxes,ahd building cavilies used as ducis sha11 be sealad.JoIn�Q and seams shall comply wilh Secllon AA1804.3 of the Intemationa/Residenllsl Code or 603.9 of the Intemaflona!MechenicaJ Code. buck lighlness tesling sha11 be conducled to verify lhal the ducts are sealed.A slgned a�IdaNt documenting Ihe test tesults shall be provlded to Iha jur(sdlciton havin� authority by Ihe festlnp agent.When requlred by(he bullding pffldal,Ihe teat shall ba conducted In lhe presence of departmgn(slaff. Exceptlons� 1.Duct tlghfness lest Is not requlred if�he alr handler and all ducls are Iocated wilhfn eondlilonad space. 2.duet lesting Is not required fP the furnace is a nondirect vent type combustlon appltanee fnatalled in an uncot�dilioned space. A tna�mum of six feel of connected duclwork In Ihe uneonditlonad space la allowed.All addilional supply and retum ducls shall be within Ihe condllloned space.Duc1s outslde the condllloned epace shall be sealed wilh a mastic type duct sealanl and Insulated on lha exterior wlth R-B Insufatlon for gbovA grade ducls and R�water reslstant lnsulatlon wt�en Wlthin a slab or earth.