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20140201 Permit Pkg 07152014 'f'�o� tH�a,��' City of Yelm Permit ►vo.: 20140201 � � � Community Development Department Issue Date: 7/15/2014 (Work must be completed within 180 days) Building Division Phone: (360)458-8407 ELM "'.`"'"°'°" Fax: (360)458-3144 Applicant: Name: FREESTONE CHERRY MEADOWS LLC Phone: 253-896-1300 Address: 6820 20TH STREET E FIFE WA 98424 Property Information: Site Address: 15506 CHAD DR SE Owner: FREESTONE CHERRY MEADOWS LLC Assessor Parcel No.: 41610002800 Subdivision: CHERRY MEADOWS Lot: 28 Contractor Information: Name: FREESTONE CHERRY MEADOWS LLC 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 28, PLAN 2394 Sq. Ft. per floor: First 984 Heat Type(Electric, Gas, Other): GAS Second 1410 Third Garage 400 Basement Fees: Item Contractor Fees NEW RESIDENTIAL BUILDING FREESTONE CHERRY MEADOWS LLC $16,915.83 MECHANICAL KLIEMANN BROS. $ 71.75 PLUMBING PELTRAM PLUMBING $ 111.00 TOTAL FEES: $17,098.58 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision, and in addition,all covenants, easements and restrictions of record. If applying as a contractor, I further certify that 1 am currently Final Inspection: registered in the State of Washi to Signature Date �/�/� Date: Firtn ..—J��,� �/l�i�/Lif.� By� Cit� of Y�lm (36 ) 458-8402 REC#; 00166402 7/15/2014 4:01 PM OPER: CO TERM: 001 REF#: 3500 TRAN: 33.0000 BUILDING PERMITS 20140201 17,098.58CR FREE5TONE CHERRY MEADOWS LLC 15506 CHAD DR SE BLD-RES1 16,915.83CR M�CH 71 .75CR PL 111 ,OOCR TRAN: 33.00OU BUILDING PERMITS 20140202 18,076.65CR FREESTONE CHERRY MEADOWS LLC 15450 CHAD pR SE BLQ-RES1 17,873.90CR MECH 84.75CR pL 118,OOCR TENDERED: 35,175.23 CHECK APPLIED: 35,175.23- CHANGE: 0,00 � a o 0 0 0 � . o U � ° � � o � � H H � � E O U � a w � � 0 o � . o � o • °� 0 E ° M w �l �o ° � W �o � � O r � 0 LL Z H � W �j J � N � Q � ~ v C*a � F w ooa p o rn W 0 00� rn � o � � a L�it[� 'r' Q� � ° M � o �p �o `° a ��lo r� 'c� � � w w a r r � �� o w o r �i, o � � � } � � Y � Cv/��C� .� � ¢ 4 o i �� c�o Q Z I` �p i E 2 S � X�., N C*7 � 2 y d' �y � L Q C� C.J � !6 O � C..) � H X Q C..�F- u1 'Z O Z� �p Cn F-i- � CC 3' N �,� d �'� � ��J � S� c�!') �''¢Z = 4Z _ � f'3 O U � � � ��N !�6 N �Q N � O . � � tt7 J�� '�;e—�¢ y_ �C3 � T N � �W �yyS� �I� � Q �~ � � � r�- O ��p 3 F,�„f',�� ' C.�3'� � t— � N '� � `' � �W�� C'r3 O W ty � �� LL O{� � � �cJ � CITY OF YELM ��O�� RESIDENTIAL BUILDING PERMIT APPLICATION FORM Project Address:��JC.�O C�I�QC�� L.. Parcel#: ��`A1� �� Subdivision��Ul �CiC�Ebot#: 2� Plan#:Z.�y Zoning: Cc�IVew Construction ❑ Re-Model/ Re-Roof/Addition ❑ Home Occupation Sign ❑ Plumbing ❑ Mechanical ❑ Mobile/Manufactured Home Placement ❑ Other Project Description/Scope of Work: C1�a(�1� ��1�111�1 �'1L� 1C�� Project Value: �7��.13 oZ. Building Area (sq. ft) 1St Floo�_ 2"d Floor�y'�� 3`d Floor Garage-2 car��3 car Covered Patio 21�p Covered Porch Patio Deck # Bedrooms� # Bathrooms2��2,, Heating GAS/ THER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? �� /f yes, a completed environmental checklist must accompany permit application. f3t�l�:�ING �W ER NA E: ADDRESS � � EMAIL CdY� CITY STATE ZI TELEP NE �� ,q#��{��E��"{�ry�,��g� LICENSE# ADDRESS�� Pl. 1�.� __ EMAIL W YY.1Y t.v1��" CIT �� STATE�n1A ZIP CfL TELEPHONE 'L1 " �'3�t��RAL �t��TRACTE�Fi V TELEPHONE '� ADDRESS h EMAIL CITY '�r��. STATE YJ► ZI �I FAX Z 3•��9' '� CONTRACTOR'S LICENSE �► P DATE CITY LICENSE# r • �'�t,1M��#�#;�,�C)NTRACTQ �'1 �'1�ELEPHONE 'Z�-1 " ADDR SS '1n�.VC�. . '—fMAIL CITY �1Y1 STATE ZI 1 FAX ZS3� r,��' ��$ CONTRACTOR'S LICENSE L��C�1J^'DZEXP DATE CITY LICENSE# 2 v M,�Gf�ANICAL GtJNTRACTQR' TELEPHONE'Z�3�5�J"l'O�O'c..76 ADDRESS `1 1 EMAIL CITY'YCtC��f1L1 STAT A ZI L1V l0 FAX Z �J• •�St� CONTRACTOR'S LICENSE#W-'S,E�1 O XP DATE CITY LICENSE# 1- '1•Ll.o Copy of mitigation agreernent with Yelm Community Schools, if applicable. I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above described property will be in accordance with the laws,rules and regulations of the State of Washington and the City of Yelm. �o l�'S' �y A li nt's Signature Date O ner Contractor/Owner's Agent/Contractor's Agent(Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days 1� ��,:,�_ ..f �j � � � �.�':��; ti� � 1 5 Yelm Auenue West (360)458- 83 ' ; Yelm, WA 98597 ��T: (360)458-3I44 FAX I www.ci.yelm.wa.us --:_______`.`�� zr-o• a e,- 1B'-0' 17'L' S'-0' � ._.._.........,..._m______..�.._.3..._._.__ _r.__..,_.�_,..n_._....._.�-�..-. ; i 65.00 j .�..,� _,-.,.n_...__.._..__` 3 ! ;.,� ? ' � --�-�+�e--�--�t "� 1Q'UTIL ESMT � � $ , 9T � � �__ _... _._ .�._.. ____: �._ ^._ SCALE•1"-20' , -- _ �� _ � : _ � ; q,, . f ��.,_.W�.- - -- -- �—' ia X�2 -. � q � � COV DECK ! ROOF �� ` � � �DRAINS E —�-� — -- �-I i- , ( � �..__ ._..__.- — _____... , .._._. .. - - � __ . _ __.t � � �� 39 � �w � ��---/ i�-�--'- � ( � f � ` o�� 2394 B REV ;� � � � ° DIAG 54.45 � � �3 Q' � ��; , v' ^ 41 � � � __24 � 39' _.. ; �' �i ' � _.-,___ �_..__,.. _. � i � ..____. ' 2 CAR � '••�• I � �� r A ' GARAGE ;� � ; _ , � L � � � f _ � �.� ' , �_. � �.�� • y � :� C.OV.PORCH � ' � .� f }-0 n r. �� ♦ ' ;x_�___ �,. ,. �.� . .n..�,.,.,,, ..._ _—y_.�_t`..� �....... �'-.=-'___.4...... Y� � � � \ .. .}, .._. .... - �� ` � ' ,o�M�N. ��`F`�, ti � co�vc. � � r; � SEPARATION r ,� *.,""�—� DRIVE j � ' ' � OR SLEEVE +�'2� Z('�„s,"��,, i � WATER LINE 'c�ty.�vm��-�� ' '�°� •� �� \ �� ` � •Ni � �f ,\ � �� ' � �' �� . ; ; � 2 ' --- � s� `,��, •� � G� `�'7� .��-__. ,, ._-._.______ ___...._________ 'C� 16' ,� � ; ,� ^� ---�w�. - �\ �" � ,� f� _m.�`. �, ��fj�'8 � _ .. � `.��'�R /� 2a' . -i... Y ��: 5� EAVE E APPRdXIMATE LOCATION OF ENCROACHM ENT � STREET TREE THIS LOT 2' MINIMUM SETBACK BETWEEN SIDEWALKS, DRIVEWAYS, EASEMENTS, \�`s`b, CONNECT 4" PVC AND STEP TANK. �`�� ROOF DRAINS TO � DRYWELL �� \ {� FRONT PORCH FOUNDATION AND STEP \ ��f� TANK LOCATION SHALL BE STAKED OUT � FOR SET BACK INSPECTION. � ��t.-�,,,� , ._ r___ . STEP TANK EXCAVATION IN VIOLATION OF THE A� x��TFC) �, �`� REQUIRED 5' MINIMUM SET BACK TO FOUNDATION ji�� Q 2 2Q�� .� (�� I SHALL BE BACKED FILLED WITH CDF. y _ � LOT 28 - CHERRY MEAC� S PARCEL #: 416100 028 00 i Date: ; owner: �reestone Pro�ect Address� 7 � 2 � �4 � Gherru Meadows LLG _ _ ___.�,.�..__._._. ' Lot 5i2e: � � � 68 O 22 Oth 5t. E Suite A� ' �ife, WA Q8424 5,261 Sq. Ft, i 15506 CHAD DRIVE SE i 253-8a6-1300 �, �s Pr`escrip4�re Energy Code Compliance for Climate Zones 6,5 and Marine 4 Project Information Contact Information Pian#2394 ' Freestone Companies Thurston County {253}896-1300 Rick Cariile Ceil(253} 381-6080 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date ima e one arine _ R-Valuea U-Factor� R-Valuee U-Factor� Fenestration U-Factor° n/a 0.30 n/a 0.30 Skylight U-Factor n/a 0.50 n!a 0.50 Glazed Fenestration SHGCb�e n/a n/a n/a n/a Ceiling 4 0.026 49 0.026 Wood Frame Wall9�k�' 21 int 0.056 21+5ci 0.044 Mass Wall R-Value' 21/21 0.056 21+5 0.044 Floor 30 0.029 30 0.029 Below Grade Wall°�k 10/15/21 int+TB 0.042 10/15/21 int+TB 0.042 Slab°R-Value&Depth 10,2 ft n/a 10,4 ft n/a "Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 01.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. Q2.Medium Dwelling Unit: 1.5 points ' �� All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points ' {/�� Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary - `� • 1 � O tion Description Credit s 1a Efficient Building Envelope 1a 0.5 "�� ----��----�-�� , ,��'� 1 b Eificient Building Envelope 1 b 1.0 � ' � 1c Efficient Building Envelope 1c 2.0 � 2a Air Leakage Control and Efficient Ventilation 2a 0.5 � 2b Air Leakage Control and Efficient Ventilation 2b 1.0 � 2c Air Leakage Control and E�cient Ventilation 2c 1.5 � ---�_��--� 3a High Efficiency HVAC 3a 0.5 � 0.5 3b High Efficiency HVAC 3b 1.0 [] 3c High Efficiency HVAC 3c 2.0 � 3d High E�ciency HVAC 3d 1.0 � 4 High Efficiency HVAC Distribution System 1.0 � 5a Efficient Water Heating 0.5 � 5b Efficient Water Heating 1.5 � 1.5 6 Renewable Electric Energy 0.5 "1200 kwh 0.0 Total Credits 2.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Ener�y.pdf ��v�� J�N � 7 �014 I ��Y� _ . � Tabie R4�'2.1.1 Footnotes For SI: 1 foot.= 304.8 mm, ci .=continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception:Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. `"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. i The second R-value applies when more than half the insulation is on the interior of the mass wall. � For single rafter-or joist-vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. � Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Glazing Schedule Project/nformation Contact Informafion Freestone Plan 2394 Freestone Com anies 6820 20th St E Fife WA 98424 253-896-1300 RickC�Freestonecom anies.com R402.3.3 Exception (15 sq. ft. max.)� Vertical Glazing (Windows and glazed doors) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet ��Qh Feet �"0n Area UA Liv 2 Glz Vin I Low E w/Ar on NFI�C 0.30 1 6 5 30.0 9.00 , din 2 G(z Vin I Low E w/Ar an NFRC 0.30 1 5 5 25.0 7.50 Kit 2 GEz Vin I Low E w/Ar on NFRG 0.30 1 4 4 6 18.0 5.40 Nk 2 Giz Vin I Low E w/Ar on w/S S cr NFRC 0.30 1 6 8 48.0 14.40 Grm 2 GIz Vin I Low E wlAr on NFRG 0.30 1 6 5 30.0 9.00 Grm 2 Gfz Vin I Low E w/Ar on PW NFRC 0.30 2 2 2 6 10.0 3.00 Lft 2 G[z Vin l Low E wlAr on NFRC 0.30 2 5 4 40.0 12.00 Brs 2 G(z Vin I Low E w/Ar on NFRC 0.30 4 5 4 80.0 24.00 Mbr 2 G(z Vin f Low E w/Ar on NFRG 0.30 1 6 4 24.0 7.20 Mbr 2 GIz Vin I Low E w/Ar on PW NFRC 0.30 2 2 2 6 10.0 3.00 Mba 2 Gkz Vin I Low E w/Ar on NFRC 0.30 1 4 4 16.0 4.80 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 r .. . . .. c,;.. :., 'r'':�„ � O.� �.�� 0.� 0.�� .0 �.�� .0 Q.�� .� �.�� 0.� �.OQ Sum of Area and UA 331.0 99.30 Area Weighted U= UA/Area 0.30 Simple Heating System Size: Washington State This heatinq svstem sizinq calculator is based on the Prescriptive Requirements of the 2012 Washinaton State Enerqv Code(WSEC)and ACCA Manuals J and S This calculator will calculate heatinq loads onlv ACCA procedures for sizinp coolinq svstems should be used to determine coolinq loads. The glazing(window)and door portion of this calculator assumes the installed glazmg and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Freestone Plan 2394 Freestone Companies 6820 20th St E Fife,WA.98424 253 896-1340 Rick@ Freestanecompa nies.com H@8tlllq SVSt@fll Typ@: OO Forced Air Furnace Q Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Desiqn Temperature <�,�gr��:�EC�r3� �-: �...--- -°.. ° — Design Temperature Difference(�T) 50 'Spanaway �° aT=lndoor(70 degrees)-Outdoor Design Temp Area of Buildinq Conditioned Floor Area i��'��€�"s Conditioned Floor Area(sq ft) �;3'�4! Average Ceiling Height Conditioned Volume !{"�r�'�#'�'�5 Average Ceiling Height(ft) __�;�; 20,349 Glazinq and Doors U-Factor X Area = UA Erastrt.<.ti:r:s 0.30 ��1', 105.30 Insulation Attic U-Factor X Area = UA 3��seructiz�� R 49` . ��,�'� 0.026 1,41U 36.66 '. ' '�« ,..g.=, Single Rafter or Joist Vaulted Ceilings U-Factor Area UA 7r�sErur.tior;� ' �`. °"_ ° „-., � _ _�y- NO S@I2CtI0f1 � --- ' Seled R Vatue . __ �� `.� �:. .,�� . Above Grade Wails�see Frg�.�� U-Factor Area UA 3n�eru::si<>i,� -- �; 0.056 �,2�'f 127.18 R21 .. wn n, .. i'.'.'��'.�.,�'�.a. '�d .. Floors U-Factor Area UA �nstrz�cfio,ss �.a.�. � ��.��r- u��n ��,� 0.029 '�,$�,�� 40.66 R-30 ` ��'� Below Grade Walls/s�Frg�re�J U-Factor Area UA ��;•�R��ati�js '- �� No selection 0 --- Select R value ��'` �.y, y. -r ro 1 fl `a• • ...,:, .....:, . „ .,,'��. �•,. �. Slab Below Grade�SeeF�y�re+� F-Factor Length UA 3C15>'i'€eC�i47f15 <' , ::.: .».:.,.. � ,y-' � Select condiGoning .�� No selection ,� ��°�� .: --- ,'�� Slab on Grade�see Fiy�re�� F-Factor Length UA s��sr�,=�tiz;n� , aa .:..,3�_�. , ..__ ��,�� .-- Noselection 0 --- � Select R-Value �� ... B .. , ... . �.. . . Location of Ducts 3nsg�uc�z3<>r3� -w� -•-. .�--.. Duct Leakage Coefficient Umm�dihoned Space �\� �� . ,. . , . .�.� ,.. 1.10 Sum of UA 309.79 Envelope Heat Load 15,490 etu/Hour Fi ure 1. s�mofunxor Air Leakage Heat Load 10,988 Btu/Hour .,w.��, VolumeX 0.6X4TX.018 neo�e e�aa� Building Design Heat Load 26,478 Btu/Hour Air Leakage�Envelope Heat Loss •�� °`"" Building and Duct Heat Load 29,126 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conddioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output ��7�t��,T�-;"�ss__�` Building and Duct Heat Loss X 1.40 for Forced Air Fuma Building and Duct Heat Loss X 1.25 for Heat Pump � �O�4 E JUN 1 � (07/01/13)� BY:- _-_� w � Glazing Schedule Project/nformation Contact Information Freestone Plan 2394 Freestone Com anies 6820 20th St E Fife WA 98424 253-896-1300 Rick@Freestonecompanies.com R402.3.3 Exception (15 sq. ft. max.)� Vertical Glazing (Windows and glazed doors) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet Inch Feet ��°n Area UA Liv 2 Glz Vin I Law E w/Ar on NFRC Q.30 1 6 5 30.0 9.00 Din 2 Glz Vin I Low E w/Ar on NFRC 0.30 1 5 5 25.0 7.50 'Kif 2 Glz Vin I Low E w/Ar on NFRC 0.30 1 4 4 � 18.0 5.40 ��t�k 2 Glz Vin I Lou�+E wlAr on w/S Sper NFRC 0.30 1 6 8 48.0 14.40 Grm 2 G(z Vin 1 Low E w/Ar on NFRC 0.30 1 6 5 30.0 9.00 �'Grm 2 Gtz Vin I Low E w/Ar on PW NFRC �.30 Z � 2 2 s 10.0 3.00 '!Lft 2 Giz Vin 1 Low E w/Ar on NFRC 0.30 2 5 4 40.0 12.00 �Brs � � � 2 G(z Vin I L�w E wlAr on NFRC 0.30 4 5 4 80.0 24.00 Mbr 2 Glz Vin I Low E w/Ar on NFRC 0.3D 1 6 4 24.0 7.20 Mbr 2 Glz Vin I Lovv E wlAr on PW N�RC 0.30 2 2 2 6 10.0 3.00 'Mba 2 Gfz Vin I Low E w/Ar on NFRC 0.30 1 4 4 16.0 4.80 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 ' 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 OA 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 �" 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Area and UA 331.0 99.30 Area Weighted U= UA/Area 0.30 �n■�..�. � � �� __--- _ _._ __ ________�____.__.. _ BeamChek v2014 licensed to: Weller Consu/ting Engineers P.C. Reg#5234-65779 __ ____- ---.___—..___----- ------- _ ______�__----- FREESTONE ROOF FRAMING P61 Date:6/16/14 _ __ ._ ,__ . ___. _.._._ ._ ___ _...---___ _______ Se/ection �3 1/8x 10-1/2 GLB 24F-V4 DFIDF Lu=0.0 Ft -- ._.__ �._ _..._ ______ _____ 4..___. Conditions NDS 2012 Min Bearing Area R1=3.6 inZ R2=3.6 in2 {1.5)DL Defl= 0.19 in Recom Camber=0.29 in Dafa Beam Span 12.0 ft Reaction 1 lL 1425#�Reaction 2 LL 1425# Beam Wt per ft 7.97# Reactfon 1 TL 2326# Reaction 2 TL 2328# Bm Wt Included 96# Maximum V 2328# Max Moment 6984'# Max V(Reduced) 1988# TL Max Defl L/240 TL Actual Defl L/362 LL Max Defl L/360 LL Actuai Defl L/706 -----. _._.__.._ _ _-- ---.--... _.____ __._.._ ..__.__. Attnbutes Section in' Shear in� TL Defi in LL Defi ._.___.__....�_�.___.__...�..y_��._�___.._,.._____�.� -- .- Actual 57.42 32.81 0.40 020 Critical 30.36 10.81 0.60 0.40 Status OK OK OK OK Ratio 53% 33°/a 66% 51% Fb si Fv si E si x mil �� _ F�psi} Values Reference Values 2400 240 1.8 650 Adjusted Values� 2780 ,_�.______278, 1.8 650 � Adjustments Cv Volume Y 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use_____._..__1.00 _____,_�.•00____.____.___._1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:238 Uniform TL: 380 =A Uniform Load A � 0 R1 =2328 R2 =2328 SPAN= I2FT Uniform and partial uniform loads are Ibs per lineal ft. �t�'.��'�T�D JUN 1 �' 2014 T?R;, 1>rl' �S � __._.. _._-------------�_,_�_....____ ._ _ _.____�__._�-- -., ___--._ .._._ BeamChek v2014 licensed to: Wel/er Consulting Engineers, P.C. Reg#5234-65779 ___ - _______------------------------____ . .�.. _ _------- --_ __.._ _ FREESTONE DECKFRAMING TYP�CAL DECK JOIST Date:6/16/14 _. _.—_._�_ _____.---.___�—_..�-.----.- __ .._.____......_.� Selection PT 2x 10 HF#2 @ 16 in oc Lu=0.0 Ft __ _..—._._._.__.___ ...___..._...__._..__.____._._..__._..----..�__--- Condifions NDS 2012, Repetitive Use, Incised Min Bearing Area R1= 1.0 in2 R2= 1.0 in= (1.5)DL Defl= 0.08 in Deta Beam Span 12.0 ft Reaction 1 LL T4 320# Reaction 2 LL 320# Beam Wt per ft 0# Reaction 1 TL 400# Reaction 2 TL 400# 8m Wt Included 0# Maximum V 400# Max Moment 12d0'# Max V(Reduced) 349# TL Max Defl L!240 TL Actual Defl L/515 LL Max Defl L!380 LL Actuai Defl L/708 — ____.__._._____�._.___...-------.._�.........__.___ Attnbufes Section in' Shear in� T�Defl in LL Defl _._____.. _.__ �� Actual 21.39 13.88 0.28 0.20 Crit(cal 16.74 4.38 0.60 0.40 Status OK OK OK OK Ratio 78% 31% 47% 51% Fb(psi) Fv(�s��E_�psi x mil� Fc I (psi) �_�� Values Reference Values 850 150 1.3 405 Ad'usted Values 860 120 1.2 405 Adiustmenfs CF Size Factor 1.100 �Y Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch 5hear Stress N/A Ci Incised 0.80 0.8Q 0.95 1.b0 -- �..n__..._.___..__ Cf Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads � Uniform LL:53 Uniform TL 67 =A �� – Uniform load A _ _________ � _____ _ �_ _._ �., __ �_�___..._______.��._-_______._..__________.____ Q R1 =400 R2 =400 SPAN= 12FT Uniform and pa�tial uniform loads are Ibs per lineal ft. � � ` � � �v� --._______ _ __ . _ _ _ . _ _ BeamChek v2014 licensed to:Weller Consulfing Engineers, P.C. Reg#5234-65779 —� ___..–--_.____._.__ � _ _.._-----___._T__�_ ____..__. . _ ._____._....__�_ FREESTONE DECK FRAMING TYPICAL BEAM Date;6/16/14 _.._.------ Y.�._._ I Selection PT 4x 10 HF#2 Lu=0.0 Ft Con itions NDS 2012, Incised � � Min Bearing Area R1=3.4 in� R2=3.4 in� (1.5) DL Defl= 0.05 in Data Beam Span 9.0 ft 'Reaction 1 LL ` 1080# Reaction 2 LL 1080# Beam Wt per ft 7.87# Reaction 1 TL 1385# Reaction 2 TL 1385# Bm Wt Included 71 # Maximum V 1385# Max Moment 3117'# Max V(Reduced) 1148# TL Max Defl L/240 TL Actua!Defl L/611 LL Max Defl L/360 LL Actual Defl L/870 __________�___. ____ .�.____.__�.._..__�_ — �____.__.... Attributes Section in' Shear in TL Detl in LL Defl �__.____.____��. . _..___�...��_____. Actual 49.91 32.38 0.18 0.12 Critical 45.84 14.35 0.45 0.30 Status OK OK OK OK Ratio 92% 44% 39% 41% Fb�psi Fv tpsi E si x mil Fc� si Values Reference Values 850 � 150 1.3 405 Ad'usted Values 816 120 1.2 405 Adrustments CF Size Factor 1.200 � Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A _Ci Incised 0.80 0.80 0.95 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads � � Uniform LL:240 Uniform TL: 300 =A � �--�^T Uniform Load A k__� --- R1 --�1385 � R2= 1385 SPAN =9FT Uniform and partial uniform loads are ibs per lineal ft. � '�/��7CI 3 � � �� .�� (�� i � � Oz ; '�:� }, 9'� � ,� f � Duct Leakage Affidavf# {New Consfruction) -" Parmlt#: z 6 �Y G 2 D / Ftouse address or Eot number: �.��`��O CF''��f1 ��----- Clty: �, Zip: , "J��,`-�9' Cond.F[oorArea{ft�y: ��,� �� " 5ource(circle one): Plans Estimated Measured ❑Duct tightness testing is not requlred.The total lea[cage test ls not required for ducfs and air handlers located entirely wifhln the building therma(envelope.Duc#s located in crawl spaces da not qualify for this except(on. . Air Handier In conditioned space?[�yes�no Atr Handler present during test?�]yes[]no Circle 7est Method: L.eakage to Outslda 7ota1 Leakage Maximum duct leakage: . Post Construction,total t[uct leatcage: (ffaor area x.04)= CFM@25 Pa Past Construction,leakage to outdoors: (fioor area x.04)� CFM@25 Pa Raugh-In,total duct leakage with air handler Installed: (floor area x.04)= ��-��CFM@25 Pa Rough-In,fotal duct Isakage with a1r handler not lnstailed: (floor area x.03)= CFM@25 Pa Test Resuit: �• CFM@25Pa Ring(c[rcle one if applicablej: �pen 1 2` 3 f p -�,�.�'�� -� Duct Tester Locaklon: Pressure Te Locaflan: d �,( �� I certify fhat these duct leakage ratQS are accurato and determined using standard duct testtng protocot. Company Name:� e�/�/ ��L�,��rrC`I"l�A�-� Technfcian: TechnicEan 5ignature: DaEe: �""�a�'4/' G� Phone Number: < < � '�'�(1.�-�-�y � ��y� zo � Insulafiou NoRlnvest LLC �I,�1'S�-A Tj�� ,� � INS ULATI � N � ��o �� NORTHWEST �`tH�`� Insuiation Certi�cate/Attic Card � Baffs and Blankefs Thermal PerFormance(Attic Application) � When inslalled in accardance with Ihe manufacWrers The stated Ihertnal resistance(R-value)is provided by installing in accordance wth(he manufactuels inslnictions,the required number of 6ags � recommendalions,Knau(batts and blankels will provide per 1,000 sq.ft.of net area,al not less than lhe Iabeled minimum Ihickness. Failure fo install both the required num6er of bags and at least the � ihe full R-value. minimum thickness will result in laver insulalion R-value. � �' ''R-Value` Minimum Thickness R-Value'� Ba sl1 OOa s .ft. Maximum Covera e Minimum Wei ht Minimum Thickness To Obtain An insulation Installed Insulation should � To Obtain en insulaiion The number of Contenfs of this bag should not The weighUSF of inslalled Inslalled insulation should resistance(ft-Value)of: not 6e less tharr. resistance(R-Value)of: bagsl1,000 SF of net cove�more lhan: insulation should not be no[he less lhan: area should not be less Ihan: R-38HD 10.25" R-60 31.7 31.5 SF :952 LBS 19.75" R-38HD 12.00" R-50 25.8 38.7 SF .774 LBS 16.75" R-30HD 8.25" R-44 22.1 45.3 SF .663 LBS 14.75" R-30 10.00" R-38 19.0 52.7 SF .569 LBS 13.00" R-26 9.00" R-3U 14.4 69.7 SF .431 LBS 10.25" R-22 6.50" R-26 12.4 80.9 SF .371 LBS 9.00" ' R-21HD 5.50" R-22 10.4 95.8 SF .313 LBS 7.75" � R-19 6.25"" R-19 8.8 1i1.8SF ,268LBS 6.75" � R-15HD 3.50" R-13 6.1 164.3 SF .183 LBS 4.75" R-13 3.50" R-11 5.1 197.6 SF .152 LBS 4.00" � R-11 3.50" Bag Weght-Nominal 301bs.,Minimum 29 Ibs.This product comforms(o!he pedortnance requiremenls of ASTM C 764,Type I,and R-8 2.50" �ncelled Federel Specification HH-I-10308,Type i,Class B.R-Values are determined in accordance with C 687 and C 516."'R"means "R-18 in a 5.5"caVity.Con(ams to ASTM C665 and �esistance to heat flow.The higher Ihe R-vatue,lhe greater Ihe insulalion power.To get tfie marked R-value,it is eseential lhat lhe insulaqon Federal Specificatim HH-I-521F. be inslal�ed propedy. If you do it yourself,get fnslruclions and(otlow lhem careFutly. Equipment Required Framing Adjustment To achieve labeled R-value,Ihis product must be applied with a pneumatic bbwing machine and a To compensate for framing members,the numher of hags pe�1,000 sq.fl.of area to be corr�galed twse with a minimum.25"intemal corrugation,a minimum lenglh of 150 ft.and a diameter insulated should be as shown below. of at least 3".Coils in the hose should not be less Ihan 36"in diamele�.Acceptable material feed rafe , is5351bsJminute. Recommendedfeedrale1s15-251bs./minute. R-Value ,JOSf � BagsIMSF16 O: "Bags/I�AS�� O'C: Diijle �n`s' Framin� ;� ,,„�� 2x4 31.2 31.3 Builders Insulation Statement R•so 2x6 30.8 31.1 Balts end/or blankets have been installed in confortnance wilh the�above recommendalions to ptovide 2X8 30.5 30.8 a thermal resislance of... 2x4 25.3 25.4 R-50 2x6 25.0 25.2 R-Value Notes 2x8 24.6 25.0 Attic Area R 49 2x4 27.5 217 Slo ed Ceilin s R 49 R�44 2x6 21:2 21.5 WaOs R 21 2x8 20.9 21.2 Floors over an unheated crawl s ace R 30 2x4 18.4 18.6 � Blower poor Test �H��;�No s� � Total Livin R-3s Flow Rate 2xg �g,1 �g q Compteted as of: � � House Pressure 2x8 17.8 18.2 SLA ACH 2x4 13.8 14.0 SiteAddress: ��,� r R-3o 2x6 13.5 13.8 2x8 13.3 13.6 2x4 11.9 72.0 Home Bullder _ R-zs 2x6 11.6 . . 11:8 Signature: 2x8 11.3 11.6 2x4 9.9 10.1 Home Builder �!� R-2z 2x6 9.7 g.g Address; 2Xg 9� 9� 2x4 8.5 8.6 � R•�9 2x6 8.2 8.4 2x8 7.9 8.2 Insulation 2x4 5.6 5.8 Contractor: Insulation Northwest LLC R-19 2x6 5.4 5.6 P.O.BoX 790 2x8 5.1 5.4 Milton,WA,98354 2x4 4.6 4.7 Phone: 253)846-0121 R-11 2x6 4.3 4.5 Fax: (253)846-8096 2xa 4.1 4.3 � U � � 0 N � � � � � � � � � N � � � Q � � "C � O � � � > U Q � � Z � V O .� � � � c- � � � � � O >+ � C� E o �a N � q � � � � ' z a� o �, � _ � U � ti � � � °' •�� 3 � mc� � � � � � � o 'J � �a c� O � .� L � � � a � � � � � � � � q �, �,-� _ _ � � � � � � •� } � � � �a � � � � w � � � � L � cn w w o c� �� w Q � •� 0 V � � � � �� O p w � cn oo � o � U �i Q Z � °' � " Q- o � _ � � � Q o � Z �� ' � wo ° � o � w ° �� L � � �' w 00 � O N O �' .� r- LL � Cfl LL.. 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