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20120337 Permit Pkg 12192012 �''oF T"�p,� City of Yelm Permit No.: 20120337 a� , . Communit Develo ment De artment Issue Date: 12/19/2012 � Y P P d � (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: 15348 CHAD DR SE 19 Owner: FREESTONE INC Assessor Parcel No.: 41610001900 Subdivision: CHERRY MEADOWS Lot: 19 Contractor Information: Name: FREESTONE Phone: 253-896-1300 Address: RICK CARLILE 6820 20TH ST E STE A FIFE WA 98424 , Contractor Li ense N .: FREE I NZ E ' c o S 969 xpires: 1/24/2011 Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: LOT 19, 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 $16,282.69 MECHANICAL KLIEMANN BROS. $ 71.75 PLUMBING PELTRAM PLUMBING $ 111.00 TOTAL FEES: $16,465.44 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 d restrictions of record. If applying as a contractor, I further certify that I am currently Final Inspection: registered n e State of Was ' ton Ili �i Si natur � Date �'� �, ` ` Date: I� Firm By� I�I Cit of Yelm (36�) 458-$402 �ZEC#: 00114139 12/19/2012 3:15 PM OPER: CO TERM: 001 R�F#: 1715 �iRAN: 33.OG00 BUILDING PERMITS 2Q120337 16,465.44CR Ff�EESTONE 15348 CHAD DR SE 19 BLD-f2E51 16,282.69CR MEt;H 71 .75CR PL 111.00CR TRAN: 33.00U(J BUILDING PERMITS I 2012Q934 16,081 .03CR FREE�TONE 153�0 CHAD DR SE 21 BLD-RES1 15,898.28CR MECH 71.75CR P� 111 .00CR TENUERED: 32,546.47 CHECK �' APPLT�D: 32,546.47- CHANGE: O,OQ � � I : . ,I�I'; �i ,I • �ill I� � i I� �II' �, - YtLMi CuMMtiNITY SCHOOLS PO BOX 476 YELM WA 98597 C;lerk: Croy Terminal : 1 Receipt: 19727� Manual Receipt: NFRtE5TC7NE NFREESTQNE FREESTONE, LLC 6820 2UTN ST E SUITE A FIFE, WA 98424 1LJ19/2J12 3:06 PM ��---�-Item_�.---__.__. Price _� 1 CPF MITIGATION 3015.00 f•1ITIGATION 03-021 / LOT 19 / 15348 CHAD DR SE; YELM 1 CPF MITIGATION 3015.G0 MITIGATION G3-071 / LOT 21 I 15360 CHAD DR SE; YELM Subtotal : 6030.00 Tax; 0.00 T�atal : 6030.00 Check 6030.00 = 1716 Change Due: 0.00 THANK YOU � ,�, I,,I � , I�I � �o�� CITY OF YELM RESIDENTiAL BUILDING PERMIT APPLICATION FORM Project Address: � '�J��g �� parcel#: ��(On O I Q� Subdivision: �ot#: � 1 Plan#: �I �_ Zoning: �Q New Construction ❑ Re-Model/Re-Roof/Addition ❑ Plumbing ❑ Mechanical ❑ Home Occupation Sign 0 Mobile/Manufactured Hom lacement ❑ Other ' Project Description/Scope of Worlc: t t Q � Project Value: Z� Building Area(sq. ft) 1°'Fioor �� 2nd Floor -- 3� � Q Garage � __�__ Basement Carport Patio #Bed�oo 3 mg._ #Bathrooms?- Heatin AS OTHER or ELECTRIC (Circle One) Are there a n en ' vironm en Y tally sensitive areas located on th e a rce11 H P es a com Y , pfeted environmental checklist must accom an � p y permit application. BCIIGOINGx,OWNEl��NAM�: ADDRE S O EMAIL C�N STATE ZIP TELEPHONE �c� �- O ARCHITECT/ENGINEEp LICENSE# ADDRESS C ITY �. EMAIL e _B�-h 1 STATE ZIP 1 TELEPHONE `� �� GENERAL:CpNjRaCT('jf� TELEPHONE 5 ADDRESS EMAIL �— C�N STATE �p FAX C CONTRACTOR'S LICENSE# 2 EXP DATE CITY LICEN E#�� P�:UMBIfVG.'CC�NTRAGT�: �lH ADDR SS LEPHONE �.. i C�N��u-r'N► STAT EMAIL CONTRACTOR'S LICENSE# Z � FAX "c� EXP DATE�V CITY LICENSE# MECHANICAL CONTFiAETQA • ►c � � � ADDR�FSS p �ly TELEPHONE a6 5�1-0 �" CITY Ict�prytq,,, STATE � EMAIL CONTRACTOR'S LICENSE# t,I Q�_ (}p�J gT EXP DATE�t� CITY UCENSE# Copy of mitigation agreement with Yelm Commurnty ch�ls�if applicable. I hsraby csrtify that th�above Informatlon Is eorroet and that ths abov serlbsd ro construcUon on and th• p ps wlll b�I � occu ane a rtY n accordancr wlth th�laws,rulas and regulatlons of th�3 P Y ^d th�us�of th� Clty f Im. tab of Washin ton an 9 d th� � � App� t's Signatur ` � 2 r � Owner/Contractor/Owner's Agent/ ontractors Agent(Please c(rcl�e one.) I� I All permlb are non-transferabie and will explre(f work authorized by such permit Is not begun I within 180 days of issuance, or if work la suspended or abandoned for a period of 180 days L��,,:., ,� :_� � � ,._�.. �__.' 105 Yelm Au�nus West Yelm, WA 98597 C�?�B}�68�3895--------_-__ w+ow.cf.yelm.wa.ua (360)458-3144FAX i � �� - � WELLER CONSULTI�NG E�'GINEERS,P.C. 2T925 Sth Place W� Bothell,W�1 98021 • Ph(425)48R-9868 • Fax(425}486-6715• wcengr@comcast.net TO: City of Yelm Building Department December 13,2012 Plans Examiner RE: Plan 1914 Weller Consulting Engineers,P.C. Job#t 10-056 G! 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 SS mph-3 sec gust Exposure c I;� Seismic Category D II Snow Load 25 psf The cover sheet provided b Weller Consultin En ineer Y g g s,P.C.does not have to be an ori inal. W . � eller Consultyng E�igineers,P.C.assumes fiill res onsibilit f r o the struc p y tural design. In addition,Weller Consulting Engineers,P.C.has reviewed the truss calculations provided by MiT'eck Industries. The structural design provided by Weller Consulting Engineers,P.C. will conform to the requirements of the truss calculations. f� !r�1�"�, �� ..--°� �r'�'�-�'�� $Y:r'' '.."".�"`..�-.,..,,,� ��"F��''�L f Mark F. Weller �7/� �°`�y ��i�-} , P.E* � -,. �:� � � President , --• .M � 4� 7 9 4 ,ar;{, 8,��fi�,��fST:,,'��l-'r'%y� ,`,.�� A „ 4 �; �i3 � �j � � ` '`QMA�d'7 � �v:,. x r:kPtrns �qf25lj � i �' ROV�'G� _,�� Z �3 l2_ _-------.-..... I C=52.01' L 8T L OT L OT 10' a 1�10 CY N �,,� LDRYWEL� � � °� M ROOF I M SCALE;��=20� STD. ir� DRAINS � PATIQ `" REAR SETBACK ( — — 40 - - - - � � �i j � � � � �i— 18"FLOOR CANT. I I � � � 1914 A REV i � � � � D IAG 71 .28 � � � 7' � 40' S' i W r--- - I / 2 CAR � ( � GARAGE � � I � I c.o. ,� 13' 20' r TN��PC� CONC. I SE A�RATION ��"'�A+`��y� DRIVE N OR SLEEVE � � N WATER LINE �0'UTILITY ESMT�\ '��,, �c �.aR p :r � ��- � 6 t� �ta�! ��o> {�., {;.: 2. �. �` tf� ,___.._,._ ........ _..,�.�..3'_.""" � � N N GHA�I�� y � --_ ,�� - j � �� ' � �. , ';�`' "y"� ....._ .r. ,�-_,_... , .,_._ _.. . ..__.� 5' EAVE CONNECT 4" PVC ROOF ENCROACHMENT THIS LOT DRAINS TO DRYWELL L4T 19 - CHERRY MEADOWS PARCEL #: 416100 019 00 o�ner: �reestone Gherru Meadorvs LLG Lot 51ze: Pro�ect Address: 6820 Oth 5t. � 5uite A 6,050 Sq. Ft. 15348 CHAD DRIVE SE 253 S 6�300 , Prescriptive Energy Code Compliance forSingle Family and Duplex Housing: Zone 1 Pmject Information Contact Information Freestone Plan 1914 Freeston Companies 253 896-1300 6820 20th St. Suite A Fife WA. 98424 Yelm 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 forstructures 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 a a 6 lo Glazing U-Factor poor 9 z Vaulted Wall Wall• int Wall• ext 5 Slab Option Area : Ceiling 3 Above Below Below Floar on %oofFloor Vertical Overheadl� U-Factor Ceiling Grade Grade Grade Grade R-49 or R-21 R-21 R-10 � I 13% 0.34 0.50 0.20 R-38 R-38 Int.� TB R-10 R-30 2, Adv. R-49 or R-21 R-21 R-10 sQ II 25%0 0.32 0.50 0.20 R-38 R-38 Int.' TB R-10 R-30 2� Adv. R-49 or R-21 R-21 R-10 Q III Unlimited 0.30 0.50 0.20 R-38 R-38 Int.� TB R-10 R-30 2, Adv. See WSEC tab/e 6-1 forfootnotes ' Glazing Schedule Attached to Document � boes not apply. (SEE tNSTRUCTIONS) Usin� Prescriptive Option 111. 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} 0 Area weighted window,skylight or door U-factor(WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3&WSEC 503.2.2) Radiant slab: ❑ R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) _ _ i Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description 1a Hi h Efficiency HVAC Equipment 1 1A � 1b Hi h Efficiency HVAC Equipment 2 ; 1c High Efficienc HVAC Equipment 3 2 Hi h Efficiency HVAC Distribution S stem 3a Efficient Buildin Envelope 1 ' 3b Efficient Buildin Envelope 2 3c Super-Efficient Buildin Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leaka e Control and Efficient Ventilation 5a Efficient Water Heating (�� " � � " � , 5b Hi h Effiecienc Water Heating �--�� „ �� 6 Small Dwelling Unit ' 7 Lar e Dwellin Unit ' 8 Renewable Electric Ener *1200 kwh Total Credits 1.00 r.r�♦ 1 , WSEC Prescriptive Worksheet(2010 edition)Zone 1 . _;!� �; WSUEEPIO-010 Copyright 2010 .� � _ Glazing Schedule : , Project Information Contact Information 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 8um of All Glazing Areas From Below 265 Glazing to Floor Area Ratio 13.84% 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 �"�n Area Area UA Ent Fiber lass Insulated IECC 0.16 1 3 6 $ 20.0 3.2 Gaf_ One Exempt Swinging Door<24 Square Feet 1 2 8 6 8 17.8 Sum of G/azing Area, Door Area, and UA (do not include exempt door) 20A 3.2 - Area Weighted U= UA/Area 0.16 Sum ofArea and UA for Heating system size on/y(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 Inch Feet �"°n Area UA Ent Vinlyl 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 NFRC 0.30 2 2 2 6 10.0 3.00 Din Vinl I 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 Vinlyl 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 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 1 OA 3.00 , BRs Vinl I Low E Aar one XO NFRC 0.32 2 5 5 50A 16.00 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 , Overhead Glazing Plart Component Glazing Witlth Height ID Description Ref. U Qt. Feet Inch 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 Description Qt. Feet Inch Feet ��n Area UA _ Sum of Area Sum of Area X 3(This total is automatical/y included in the glazing area total.) Glazing UA for Heating System Size Only=Area X 0.63 WSEC Prescriptive Worksheet(2010 Edition) WSUEEPIO-010 Copyright 2010 , Simple Heating System Size: Climate Zone 1 Proje�t Information Contact Mformation Freestone Plan 1914 Freeston Com anies 253 896-1300 6820 20th St. Suite A Fife WA. 98424 i Yelm Rick Carlile cell 253 381-6080 i 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 , _ _ _ _ _ _ _ Glazing 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 � � Above Grade Walls U-Factor X Area = UA 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 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 277 ''�; I Envelope Heat Load 14672 Btu/ Hour , Sum of UA X 4T Air Leakage Heat Load 10201 Btu/Hour ((Volume X 0:6)X�T)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 of Building Heat Loss X 1.15 If ducts are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment 0utput 150% 42905 Btu/ Hour Building and Duct HeaC Loss X 1.50 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 o � City of Yelm Permit No.: 20120337 p`� 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: 15348 CHAD DR SE 19 Owner: FREESTONE INC Assessor Parcel No.: 41610001900 Subdivision: CHERRY MEADOWS Lot: 19 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 19, 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 $16,466.53 MECHANICAL KLIEMANN BROS. $ 71.75 PLUMBING PELTRAM PLUMBING $ 111.00 TOTAL FEES: $16,649.28 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 r strictions of record. If a lying a contractor, I further certify that I am curr ntly Final Inspection: registered' S ate of Washi o . Signatu '� Date ' �g �� Date: � Firm � 1n,,� By: / Cit� �f y�lm ,. t 3b J) �5�-�I�i�d F�EC#: 00117I�� 1/t9/2E)13 4:03 �'M OP��: C� �CEftM: Ol)� RE}=#: 185'3 TRAN� 3;3.UOOQ E�uILU�02.�6CftITS 2t)120�34 FF�EES�f C1NE 15360 GHACI UR ��? bb��R 3LU-RES1 J TRAN: '33.00t70 f�tsTl_[7ING PE.RMI�rS 21J12U3�7 1�3�84L`h FR��.ST(lNE 1534� CHA[) DR �� 1`� EiI.C�)-RE�1 1�3��CR T�N��FEL�; 38�.5t� rHEf�K APf'L�I�U; JBEi,5ti- _.__........_.____.�.0� CI�ANGE: CITY OF YELM QiY ��w� �� RESIDENTIAL BUILDING PERMIT APPLICATION FORM Project Address: �3 O � � JG parcel#: `C��(w D � Q� Subdivision: �ot#:� Plan#: l Zoning: . �Jew Construction "�Re-Model/Re-Roof!Addition ❑ Home Occupation Slgn � Plumbing ❑ Mechanicai ❑ Mobile/Manufactured Hom�,.�lacement � Other Project Description/Scope of Woric:�if , � � � � Project Vaiue: Building Area(sq. ft) 1'�Floor 2nd Floor Garage �eck Basement Carport atio � #Bedrooms_ #Bathrooms_ Heating: GAS/OTHER ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? � If yes, a completed environmental checklist must accompany permlt application. Httl��i hi�Q E��11t1 ADDRE S O EMAIL ' ,�Qyy� CITY ' STATE ZIP TELEPHONE (o- I�_ a�.��..- '�� LICENSE# ADDRESS EMAIL�Q�If1q C�annL� h C�N STATE ZIP 1 TELEPHONE v GEl�i�t�k�t;�C��'��}� TELEPHONE = ADDRESS EMAIL q CITY STATE IP FAX C !o-b(o 60 CONTRACTOR'S LICENSE# t 2 EXP DATE CITY LICENSE# �o P�� , . LEPHONE l- ADDR SS EMAIL C ITY STAT Z FAX �� 1 - � CONTRACTOR'S LICENSE# XP DATE CITY LICENSE# M�f;��{l��'�'��;��i • c � �O ADDR�SS p Jy TELEPHONE a6 5 - CITY�t.�Dry�4 STATE ' ZIP F�IL CONTRACTOR'S LICENSE#ICI,T��AQ�4�p 1 AT EXP DATE�CITY LICENSE# '3.'1 201 Copy of mitigation agreement with Yelm Community Schools if applicable. I hareby c�rtlfy that th�abov�informatlon Is corr�et and that th�eonitruetlon on,and th�oeeupancy snd th�us�of th� abov�dascnb�d prop�►ty wi11 b�In accordanc�with th�Isws,rulss and regulstions of th�Stat�of Washington and th� City a . � l � l Applic t's Signatur Date Owner/Contractor/Owner's Agent/ ontractor's Agent(Please clrcfe one.) wiil exptre If work authorized by such permtt is not begun _\/ ' !�-!; , �� k la suspended or abandoned for a period of 180 daya � �C�� •� , g y �,, i c,'�c.; r� ,;7 � � `. ` �, � s �,�+ Jt � , , � � , �w�.� �� . .� JAN 2 2 2Q13 , ' (360) 85 � � ` (360) _I\ �\�/' ' • \ C=52.01' L8 LO �p� 10' o (�10-`GY N � �DRYWELL � � � SCALE:1"=20' � ROOF I "' STD. ic� DRAINS � PATIO � REAR SETBACK ( 40' � � � � / �ii-- 18"FLOOR CANT. � i � ,° � 1914AREV � ; �, � � D IAG 71 .28 � .- � 7' � 40' 5' iW r-- — I / I 2 CAR � � � GARAGE � � � I C.O. 7� I 13' 20' 5-� - - - - - r T � coNC. 10'MIN.— S" �A SEPARATION — — DRIVE � OR SLEEVE � � in N WATER LINE — N 10'UTILITY ESMT� � I � �� ;f / M 'n f-� P�id-r��B r (�` S . � ih c'G:��,/G�/r�,-` s � � � N �/ N /Y G' S��G;�� t-/i-I 1� ��rD GHAD DRI VE 5E ' �Z cEIVED -, JAN 2 2 2013 � , 5' EAVE �NNECT 4" PVC R OF ENCROACHMENT THIS LOT LOT 19 - CHERRY MEADOWS PARCEL #: 416100 019 00 ownBr: Freestone ,� Gherru Meadows LLG Lot 51ze: Pro�ect Address: 6820 20th St. E Sulte A ' Fffe, WA a84�4 6,050 Sq. Ft. 15348 CHAD DRIVE SE 2s3-8ab-i3oo C=52.01' LO LO � �� LO �10 CY N 0 18 19 LDRYWELL � �Q 20 ap � N I � 0�0 O O M - - - � I M SCALE:1°=20� I 18 x 12 � DRAINS I � I COV PATIO I REAR SETBACK I � 40' � � � � � 18"FLOOR CANT. � � I � � 1914 A REV � ° � � � D IAG 71 .28' � � � 7' � 40' 5' i W f— — I / 2 CAR I r � GARAGE � � c.o. �� I � �3' 20� r STEP�1 CONC. 10'MIN. TANK DRIVE SEPARATION I L — — N OR SLEEVE � � N WATER LINE 10'UTILITY ESMT�\ I S � W CONC WALK 52.00 � PLANTER 6' op CURB/GUTTER o0 N N GH�4D DR11�E SE �"-�.�'��F�:��;s"�'�= �2ECEIVED I�Z z/�T �AN 2 � Zo�3 5' EAVE �'��-��-__.._,�...�,.. B�41 CT 4" PVC OOF ENCROACHMENT THIS LOT LL LOT 19 — CHERRY MEADOWS PARCEL #: 416100 019 00 owner: �reestone Gherru Meadows LLG Lot 51ze: Project Address: 6820 20th 5t. E Suite A 6,050 Sq. Ft. 15348 CHAD DRIVE SE 2i53 8 6a 300 WELLER CONSULTING ENGINEER5,P.C. 21925 8th P1ace W• Bothell,WA 98021 • Ph(425}488-9868 • Pax(425)486-6715• wcengr@comcast.net TO: City of Yelm Building Department January 17,2013 Building Official RE: Plan 1914,Lot 19,"Cherry Meadows" Weller Consulting Engineers,P.C.Job# 10-056 The previously submitted structural calculations by Weller Consulting Engineers' P.C. for plan ' 1914 will not be affected due to the addition of the covered patio. Please see attached ; calculations for the covered porch beams. � ��a�� 4ti�D�v��sX,�, . . �7�,� �� '�► c� r ��Z i`� / ,�, "" � ,.�.p _ ,.�-' r .n, a u y o �r � •� ��uloTF��' `kw� By: ''��'°�" �''�'��v��"'� Mark F. Weller,P.E. "`�' ---, e�,��e=_s uYtz5tt : President �r�,��v�: s� ,,;..� �------.�- ._� ' d'' � "`�.� � /_� , �-__----_.. �',C�IVED JAN 2 2 2013 �Y: BeamChek v2009 licensed to:Weller Consulting Engineers,P.C. Reg#523465779 FREESTONE ROOF FRAMING PORCH BEAM Date:6/07/12 1 i n 3-1/Sx 10-1l2 (3L6 24F-V4 DF/DF Lu=0.0 Ft n i' n NDS 2005 Min Bearing Area R1=2.3 in' R2=2.3 in' (1.5)DL Defl= 0.44 in Recom Camber-0.66 in Data Beam Span 18.0 ft Reaction 1 LL 900# Reaction 2 LL 900# Beam Wt per ft 7.97# Reactlon 1 TL 1512# Reaction 2 Tl 1512# Bm Wt Included 144# Maximum V 1512# Max Moment 8803'# Max V(Reduced) 1365# TL Max Defl L/240 TL Actual Defl L/246 LL Max Defl L/360 LL Actual Defl L/497 Aitributes 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% 23% 98°h 72% Fb si Fv si E si x mil Fc I si Values Reference Values 2400 240 1.8 650 Ad'usted Values 2760 276 1.8 650 Adiustments Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear 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 Loeds Uniform LL:100 Uniform TL: 160 =A Uniform Load A � 0 R1 =1512 R2=1512 SPAN=18 FT Uniform and partial uniform loads are Ibs per tineal ft. d ,Rm`•tr� /-�e C � "'�V<i� �, . Z // ��,, ''�'�.Q.._ �//..� Y 1'•'-+"'/%r%�� ._ ..._. . �_ � 6eamChek v20091icensed to:WellerConsulting Englneers,P.C. Reg#523465779 FREESTONE ROOFFRAMING PORCH BEAM Date:6/07/12 Selection 3-1/8x 10-7/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.2 in' R2=2.0 in2 (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 Included 96# 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 Section in' Shear in TL Defl in LL Defl Actual 57.42 32.81 0.43 0.10 Critical 32.02 12.74 0.60 0.40 Status OK OK OK OK Ratio 56% 39% 71% 25% Fb si Fv si E si x mil Fc1 si Values Reference Values 2400 240 1.8 650 Ad'usted Values 2760 276 1.8 650 Adiustments Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear 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: Q 0 R1 =2736 R2=1272 SPAN=12 FT � a, r,��,y � � $;�� Uniform and partial uniform loads are Ibs per lineal ft. -• �_' _ W_. _r�y/-�.� --- - z�!�-� _.,�m _� i �-''�%::�� ,,;�f 1 I �'�-�J� �IF'EG.1[-f ; � _ i ,F=' 1 . �;;�-)�;'ERECI �='�,TIO 2009 I.R.C. I.R.C. SEC. R806.2 — VENTI�ATION THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 / 150 OF THE AREA OF SPACE TO BE VENTILATED, EXCEPT THAT THE AREA MAY BE 1 / 300, PROVIDED AT LEAST 50� & NOT MORE THAN 80� OF THE REQUIRED VENIILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER POR110N , ,,, . r , , OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE VENTS WITH THE BA�ANCE OF THE �,r�, ` REQUIRED VENTILATION PROVIDED BY EAVE VENTS AND VENTING RIDGES. �.�E ,,h� � Frdc-ir�EEF eeview EAVE VENTS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH MESH .,,.. OPENINGS OF 1/4" IN DIMENSION. . � �� __ " ` ° ° ` '` TOTAL ROOF AREA (Sq. Ft.): 216 SCREENED VENT AREA (Sq. Ft. W/ AREA REDUCTION): 0.34 - ' ��'�� REQUIRED AREA (TOTAL Sq. Ft. � 2): 108 REQUIRED ROOF AREA DIVIDED BY 300 0.36 REQUIRED ROOF AREA DIVIDED BY SCREENED VENT AREA 1.06 TOTAL VENTS REQUIRED (ROUNDED UP): 2 12" 18'-0" 12" GABLE W 12" RAKE N GABLE E D IRDER TRUSS � 4� w � w m � m a � w a a O � � p o � � o � o N � O �U U m 0 W N d� HUl:41U HHNGAR(2 PLCS) 19'-0" 6�� 6„ 18'-0" � 4X4 DF#2 W/ 4X4 DF#2 W/ ACE4 & A644 ACE4 & AB44 PIER PAD 18"� PIER PAD 18"0' � x 8" THK. TYP. x 8" THK. TYP. � � LL V � N N m m O � U' � N ! OPT. COVERED PATIO " � � � � , � � _ _ __ ___ _ � X j� � � M M HUC410 HANGAR(2 PLCS) , _� , , , � - , 1 ;, -r� , ��C)V`�L�' , � � � � � � ) `' � � �� f f �� i �. � l 1. 1 _ _ _ _-- _ __ � e" = 1'-0" " � 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 � � � � `I� N � ` L � � � � Q U•�N � � � � � � S�, � a�i V o � � � U � �, ca N � Z � c � > q0 °� � � � _ -� � � � � � � � � o � � � �, �y � �' cmU � � � � � a O ca c� `� � � L � rn � a � � o � c � q � � �� v ti � � � � n! .� •� � Q �3 > � > � � � w w � � L � � � � o � �� .,� � w � w '�-� � � � � � � � � � � O � W � ao � o � U Z � C'1 " Q- o � U poQ M � z ,N � � � N > M � W � � � � w p W N � 0 J � (� M N � � r- O � � � � � � N Z � U L a`� g Q C� cn � � ai � � �n ~ v� Z I— � u� v� ,.,., � � o . . N � ca a � � � � J V � �U '�� _ � � � N Q p � � � Q (�f "� � N � V � � Z Q c rn rn � rn � N N � (6 c� •V � a ��$d �� i � � N � Q � m � � m �' Q (A m �� -�- � �� SiSLATt� � �~ �� INSULATION � �`�o Q�� NORTHWEST l�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. To obteu�°an `` °Tnstallec�insolatioa �� Ta v6tain"en � ��'he numbe�uf � `Content��of this bag'� The�VK'eight/SF of' �� Idstalled,�sulatioil'�"� insuladon msistance sfiould not be less insuIation bags/1,000 SF of ne should not cover more in�tailed insulation sHould not�e less R-Vatu�oP. than; resistance azea should not be than: should not be less than: than: -Value of: R-38 HD 10.25" R-60 29.7 33.6 SF .9521bs. 19.750" R-38 12.00" R-49 23 5 42.5 SF 7S31bs. 1.6375" R-30 HD 8.25" R-44 20.9 47.8 SF .6701bs. 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 .377 Ibs 9.125" R-21 HD 5.50" R-22 9.8 102.2 SF .3131bs 7.750" R-19 6.25"'�"� R-19 8.4 119.3 SF .2681bs 6.750" R-15 HD 3.50" R-13 5.7 1753 SF .1831bs 4.750" R-13 3.50" R-11 4.7 210.8 SF .1521bs 4.000" R-11 3.50" Bag Weight-Nomina130 Ibs,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 aze 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 inarked 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 5-351bs./minute.Recommended feed rate is 15-251bs./minutes. Builders Insulation Statement. Batts and/or blankets haue been installed in conformance with the above 2009 WSEC Residential Enersv Comaliance Certificate-Buildine Air Leakaee recommendations to rovide a thermal resistance of.... R-Va(ue Standazd Building&Test Condirion: Comments: Attic Area R- R-49 Date: . ��"'> Ext.Walls R- R-21 Time '70 Inter.Walls R- R-11 IndoorTemp: �p� S rinkler Tenting R- R-8 Outdoor Tem : Knee Walls R- R-21KF Floor Area(sq ft) � O Completed as o£ Buildine Air Leakage Tareet: SLA Less Than 0.00030 Installers Name Print: �W Test#1-Depress_�_Press Pretest Baseline Pressure (Pa) Installers Name Sign: �.'l�fi--� Bld Press. a Flow Rin Fan Press. a Flow cfin Site Address: G�� 0l9k7�+�� ` � I Post Test Pressure: Fan ModeUSN: M�M'✓D �'S �� . bp02."t Results:SLA(Specific Leakage Area): Home Builders Signature: Test#2-Depress Press Pretest Baseline Pressure (Pa) Home Builders Address: Bld Press. a F1ow Rin Fan Press. a Flow cfin Insulation Contractor: Insulation Northwest LLC Post Test Pressure: Fan Model/SN: P.253-846-0121 P.O.Box 732069 Results:SLA(Specific Leakage Area): F.253-846-8096 Pu allu WA.98373 �davit: 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: ��- Technician Name Sign: ��-"'