Loading...
20150228 Permit Pkg 06292015City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458 -3144 Applicant: Name: SCHUUR BROTHERS INC Address: 9709 124TH ST E PUYALLUP WA 98373 Property Information: Site Address: 15328 KAYLA ST SE Assessor Parcel No.: 41610011100 Contractor Information: Name: SCHUUR BROTHERS INC Address: 9709 124TH ST E PUYALLUP WA 98373 Contractor License No.: 11194 Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: LOT 111, PLAN 2855 Sq. Ft. per floor: First 1140 Second 1715 Third Garage 550 Basement Fees: Item NEW RESIDENTIAL BUILDING MECHANICAL PLUMBING Subdivision Permit No.: 20150228 Issue Date: 612912015 (Work must be completed within 180 days) Phone: 253 - 826 -3786 Owner: SCHUUR BROTHERS INC CHERRY MEADOWS Lot: 111 Expires Phone: 12/31/2015 Heat Type (Electric, Gas, Other) GAS Contractor Fees SCHUUR BROTHERS INC $18,364.17 SOUND HEATING & AC $ 84.75 RICK THE PLUMBER $ 111.00 TOTAL FEES: $ 18,559.92 Applicant's Affidavit: 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 Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictioA A,record. If applying as a contractor, I further certify that I am currently registered in the S s ington. Signature ''� Date • Z- �• �S Firm OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By: City of Mm (36 ) 458 -3244 REC #: 00199285 6/29/2015 1 :13 PM OPER: CO TERM: 001 REF #: 2141 PAID BY: TRAN: 33.0000 BUILDING PERMITS 20150227 16,368.61CR SCHUUR BROTHERS INC 15322 KAYLA ST SE BLD -RES1 16,172.36CR MECH 78.25CR PL 118.00CR TRAN: 33.0000 BUILDING PERMITS 20150228 17,051.31CR SCHUUR BROTHERS INC 15328 KAYLA ST SE BLD -RES1 16,855.56CR MECH 84.75CR PL 111.00CR TENDERED: 33,419.92 CHECK APPLIED: 33,419,92- CHANGE: 0.00 YELM COMMUNITY SCHOOLS PO BOX 476 YELM WA 98597 Receipt #: 308604 Clerk: Croy Manual #: Terminal: 1 6/29/2015 1:06 PM NSCHUUR BROTHER NSCHUUR BROTHER SCHUUR BROTHERS, INC. 9709 124TH ST E PUYALLUP, WA 98373 Qty Item Price 1 CPF MITIGATION 3015.00 MITIGATION 03- 021 /LOT 111/15328 KKAYLA ST SE;YELM CPF MITIGATION 3015.00 MITIGATION 03- 021 /LOT 110/15322 KAYLA ST SE;YELM Subtotal 6030.00 Tax 0.00 Total 6030.00 Check 6030.00 2140 Change Due 0.00 THANK YOU OF 13 - ,6 At }5 r �' Jc- �> CITY OF YELM RESIDENTIAL BUILDING PERMIT APPLICATION FORM Project Address: 15326 Kayla st. SE Parcel #: 4161001110 Subdivision: Cherry Meadows Lot #: 111 Plan #: 2855 Zoning: R6 X New Construction Re -Model / Re -Roof / Addition Home Occupation Sign ❑ Plumbing Mechanical I Mobile / Manufactured Home Placement Other Project Description /Scope of Work: Construct new single family residence Project Value: 289,000 *3,3(0 803. Building Area (sq. ft) 1St Floor 1140 2 "d Floor 1715 3,d Floor Garage -2 car 550 3 car Covered Patio 180 Covered Porch 133 Patio Deck # Bedrooms 3 # Bathrooms 3 Heating: OGAS OTHER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? No If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER NAME: Schuur Brother Inc ADDRESS 9709 124th St E EMAIL iaschuur angfnail.com CITY Puyallup STATE WA ZIP 98373 TELEPHONE 253 - 651 -3786 ARCHITECT /ENGINEER Landmark Design LICENSE # ADDRESS 1202 Main St STE 4104 EMAIL CITY Sumner STATE WA ZIP 98390 TELEPHONE 253- 826 -7808 GENERAL CONTRACTOR Schuur Bros Inc TELEPHONE 253- 651 -3786 ADDRESS 9709 124th St E EMAIL iaschuur @gmail.com CITY Puyallup STATE WA ZIP 98373 FAX 253 - 841 -2496 CONTRACTOR'S LICENSE # schuubi104c3 EXP DATE CITY LICENSE # PLUMBING CONTRACTOR Rick the Plumber TELEPHONE 253- 847 -7239 ADDRESS 17711 85th ave Ct E EMAIL CITY Puyallup STATE WA ZIP 98375 FAX CONTRACTOR'S LICENSE # rickpci032kn EXP DATE241_9:;ITY LICENSE # 11-002402.0 MECHANICAL CONTRACTOR Sound Heating TELEPHONE 253- 875 -0353 ADDRESS 5526 184th St E ste A EMAIL CITY Puya up STATE WA ZIP 98375 FAX 253 - 875 -0285 CONTRACTOR'S LICENSE # soundha066bm EXP DATIf241ITY LICENSE # 1 Copy of mitigation agreement 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. Applicant's Signature Date Owner / 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 105 Yelm Avenue West Yelm, WA 98597 www.ci.yelm.wa.us -- =` VED JUN 15 2015 (360) 458 -3835 (360) 458 -3144 FAX -- -_ V Y vi F- Q J ui Y W W Z to w Q F- W 0- tA W �- a z 3: zz g W > a I D .0"s M.10,9 F t� Z � o 0 > �J-- DRY WELL 0 0 0 w xm >� 00 O0- o Y Z w Z j � 1 1 LU W Q -- - .0 -,oz s 0 s,z� < - >� 00 c�a j o o a o U ° ° I7V fiCuj oz ° ° I I c------------------ �_L• •.I � ° 0 0 3S 13-= z uj J O W /1 N LL T N LL x � W , W O _ a uj Z Q O W W LL J TO ? x 0m m 0 D ti W ` W � T � 5 y CL ¢ o; ' \ W o w r o I° CL--, W a 0 Q w � o o_ wj SIDEWALK 6'PLANTER S S STRIP d1AVA w j O n Z m 4 � W Z N 0 :v z 0 O 0 co J LU Q Q a W VLJ r qJ Y N M to W cl O Q H LL d O O N LO w N U) I- O J r' 0 J '^ ' V/ O LO Q Lr) Lu 00 N N J Z W Q U d co v ro CU N Vi m 03 m ri L 17w 0 wj SIDEWALK 6'PLANTER S S STRIP d1AVA w j O n Z m 4 � W Z N 0 :v z 0 O 0 co J LU Q Q a W VLJ r qJ Y N M to W cl O Q H LL d O O N LO w N U) I- O J r' 0 J '^ ' V/ O LO Q Lr) Lu 00 N N J Z W Q U d co v ro CU N Vi m 03 m ri L 17w 0 _105 Yelm Av enti e West The City of Yelm implements Section R401.3 of the International Residential Code in soils identified as fine outwash or till as follows: The finished grade of the under floor shall be the same as the outside finished grade and shall include 6 inches of pea gravel under the required vapor barrior; or A foundation drainage system shall be provided around the perimeter of the building. The foundation drainage system shall be perforated or open - jointed approved drain tile or pip, not less than 3 inches in diameter. Foundation drains shall be laid in drain rock or other approved porous material with not less than 4 inches surrounding the pipe and wrapped with filter fabric. The foundation drainage system shall discharge to an approved surface location which will not impact any adjacent property or a drywell sized according to Section R405.1 IRC. The City of Yelm implements Section 110L� of the Uniform Plumbing Code as follows: Roof drains shall be installed around the entire foundation wall perimeter in a loop. A cleanout shall be located in line within 1 foot of the foundation wall and the approved drainage system. Roof drainage piping shall be tested pursuant to Section 1109 of the Uniform Plumbing Code. Roof drains shall discharge to an approved surface location which will not impact any adjacent property or to a drywell sized according to Section 1101.3 UPC. (360) 458 -3835 (•360) 458 -3144 FAX www.ei.yelrn.w¢.us STRUCTURAL CALCULATIONS FOR THE SCHUUR BROTHERS RESIDENTIAL PROJECT Plan 1-2- 2855 -2 June 10, 2015 Job No.: 10 -046 Location: Lot 111, Cherry Meadows Yelm, Washington Copyright 2015, SEGA Engineers JUN 15 2015 SEGA Engineers, Structural & Civil Consulting Engineers 22939 SE 292 "d PL Black Diamond, WA 98010 (360) 886 -1017 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing red -lines for a two -story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x dimensional or manufactured floor trusses, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE /SE SEGA Engineers SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 Design Criteria International Building Code (IBC), 2012 LOADS Roof DL 15 psf LL 25 psf Floor DL 10 psf LL 40 psf 1 T170_ Risk Category II Design Wind Speed 110 mph KZt 1.00 Exposure B Seismic Design Category D SpS 1.00 Response Factor 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf N.1t) Project 1-2 -2833 / -2845 Job No. 10 -046 By: GAT Checked Date: 07 /03/13 Sht i SEGA Engineers Structural a Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 LOADS ROOF DL ZKO1017 Roofing (Comp) ' /2" OSB 2 x @ 24" Insulation 5 /8" GWB Misc. LL Snow, P, Reduction, Cs 5/12 pitch = 23 deg Total Roof Load DL Flooring 3/4" Plywood FT @ 24" oc 5 /8' GWB Misc. LL Residential Total Floor Load DECKS DL 2 x Decking 2x10 @16 "oc Misc LL Residential Total Deck Load WALLS DL Siding 1/2" Plywood 2x6 @16 "oc Insul '/2" GWB Copyright 2413, SEGA Engineers Project 1-2 -2833 / -2845 k tsS� Job No. 10 -046 By: GAT Checked Date: 01/13/13 Sht 1 3.5 psf 1.8 3.5 1.1 2.8 1.5 14.2 psf 25 psf (115 % Load Duration) 0.00 (Ct = 1.1, other surfaces) 39.2 psf 0.5 psf 2.3 3.3 2.8 1.5 10.4 psf 40 psf 50.4 psf 4.3 psf 2.8 1.5 8.6 40 psf 48.6 psf 3.5 1.5 psf 1.7 0.6 2.2 9.5 psf SEGA Engineersy PROJECT L.Z- zjp' S/Tt-ructural &. Civil Consulting Engineers JOB NO. { Q -�� L, FIGURED BY 7- 22939 SE 292nd Place 1 Black Diamond, Washington 98010 CHECKED BY DATE - /a -I{j 1 SHEET OF (360) 886 -1017 T w e ZOO '= CZs =� }came or-1 i r Lr cup = �,,�� (�vp� �-►� -�� -3 J/7 -11 7- slh k at )TI " .S`l1>,Io7 &L'^ -h- t Ca 1 l a1 U" ffl, k., ,vi O Ij 7'1 .►�r �h� iii - %�'� Copyright 2014, SEGA Engineers SEGA Engineers PROJECT Structural & Civil Consulting Engineers JOB NO. FIGURED BY 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE t �� SHEET OF (360) 886 -1017 _7 PP Z VE o t t f t 4, o -1-77'(-7 , � ` '707 s xl �"s'�,,./+ut ok- H a p •,Z (n; y,} ���} = 3 z `1 kfv Yip. z or Copyright 2023, SEGA Engineers � SEGA Engineers, /8t;�ctura\& Civil Consulting Engineers Job No. 10-046 By: GAT 22939BE292odPL (360) 886-1017 BleckDiarnond, WA 98010 Checked Date: 04/0214 Sht. � LATERAL LOADS - (Alternate AS[l) SEISMIC Maximum Base Shear, V=F8oa VV Eq. 12.14-11 R where, F = 1.1 Two-Story Building Sos= 1.00 8s= 1 S Fa= 1�00 (Table 11.4-1.S, >125) R= 8.5 Table 12.14-1 VV = Seismic Weight For W: VV"O/= (40 ft) (45ft) (18osO+ (2) (4O#+ 45ft) (4Oft) (9.5msO= 35 kips VVomx= (40 ft) (49ft) (14paf)+ (2) (40 ft+ 49 ft 8,5 ft /9.5oa0= 42 kips Design Base Shear, V= (.189) E= WIND (4Dft) Design Wind Pressure, p.=XK_po30 (35ft) where, (gft) ^= 1.00 (47 ft) = 1.00 (42 ft) = 1.00 (5ft) = 1.00 17.70 pef = 1.05 10.82 omO N,t=1�0D 17.70 pef P3m=177paf 10.62 psf) pn'm= (i.00) ( 1m) poo = ( 1.00) (1.00) pzs = ( 1.00) ( 1m) pno = ( 1.00) (1.00) Design Base Shear: (Wind) VV^= (4Dft) + (35ft) + (gft) = (47 ft) + (42 ft) + (5ft) (77 kip 13.0 kip ____ 1.4 O-15ft 20 ft 25 ft 30 ft 35 ft = 13.0 = 9.3 kip Exposure B Figure 28.6-1 10 ft) (177oa0 Section 26.8 (17.7 oaf) (1M) 110 mph Figure 28.6-1 (AS[) (17J paf) = 17J0 psf (xD.G= 10.62 psf) (17.7 ps0 = 17.70 pef (x 0.6 = 10.82 omO (17.7 psf) = 17.70 pef (x 0.6 = 10.62 psf) (17.7 paf) = 17.70 paf ( x0.O= 10.82 paf) (17.7 psf) = 18.59 pmf (xO.G= 11.15psf) 10 ft) (177oa0 (5ft> (17.7 oaf) (1M) U8.5oso ( 1Oft) (17.7 ooD (5ft) U7.7oo0 (1ft) (18]5ouA + (40 ft) (5ft) (17.7os0 + ( 2Oft) (5ft) (177oo0 + (48 ft) (5ft) (177pmf) + (3Uft) (5M) U77oa0 Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side I =157x0.6 =9.4kips =19]0 x0/8 =11/4kips Copyright 2014, SEGA8ngineeo 5EGA Enders PROJECT S%— tructural & Civil Consulting Engineers JOB NO. n --O (� FIGURED BY�— 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE I¢ SHEET _<-OF (360) 886 -1017 E_Ob O ' W4 77 1f''- rT Ip 011. f1s` V' Copyright 2013, SEGA Engineers ry 63 SEGA Engineers f PROJECT / Structural & CiviI Consulting Engineers 22939 SE 292nd Place JOB NO. �_ p�� FIGURED BY Black Diamond, Washington 98010 CHECKED BY DAT t0Z1/ SHEET &OF (360) 886 -1017 M�- Vet 3 j f 7 f.", 8, f G. /Zs' Y� 5 W*,,L )L ILI V I©t 0F` ` f1 S 07-p j�' ` / - Vt, �. -KK S ve." ti►- = t''-', Uo' 1C Io, Le�r�" 4 Copyright 2014, SEGA Engineers 9 Qj i~ -,Lp 0 IV V xx ' I®IC p�� 1 '3 �14 191'6 , LST40VIf 4160' L iwe SEGA Eginee. rs f PROJECT � Structural & Civil Consulting Engineers 2 1 JOB N0. p -o(�, FIGURED BY TJ 22939 SE 292nd Place Black Diamond, Washington 98010 CHECKED BY DATE X11 %SHEET -70F (360) 886 -1017 t .:��_...►�:�._.��� si �_�_ ___Cara �I Copyright 2014, SEGA Engineers h71V, 1-tZ A4 t?Ld4, > MME"i SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886 -1017 • FAX 886 -1016 PROJECT L2 -2E55 JOB NO. I0 -04(0 FIGURED BY GAT CHECKED BY DATE 04/02/14 SHEET 8 OF 15 5NEAR CALL KE1 PLAN D 0 0 UPPER FLOOR A = 1,115 5Q FT �i 6 6 TO3xB-WR /$ILL f0 3x BLOCKINf� LbiA - HDR /SILL 3x BLOCKWI . Q 2 PLACES) 2 PLACES) 1 2 8 LSTA30 - NOR 1 SILL TO 3x BLOCKW, LSTA24 - BEAM ( (TYP.2 PLACES) TO TOP PLATE MAIN FLOOR A A = 1,130 SQ FT - LSTA24 . BEN) y,�{%f�Ctil TO TOP PLATE 4 T `LSTA24 - BEAM TO TOP PLATE —�_LSTA24 - BEAM TO TOP PLATE LSTd74 - BE Tor PLa A 813 50 FT -i-To t�tR (T7P. OF 2 LSTA30 • 10R 1 SILL D TO:. MoDo 4 RYP. 2 PLACES) W —i D M W 2 U U) � Q � � Q W 2 Cl) 0 E / % - 3 m w Q CL CL c- x -0 § / f / / k : k 2 / / \ / / 7 _ •5 E § %E/ / cz CD /fig k ƒ d 0 0Eg/ k \ - k $ g § 0 CZ 2 �� s 2 § § § 2 0 u 0 0 0 0 \ 2 / / e < / A A A o _ _ _ \ 5 § ® U� Lf) L 0 / / 7 3 J d d U E \ / / / 2 ® ƒ\ 5 A % A w A g ? $ 2 3 3 3 / 6 0 9= 2 \ / § E 0 0 0 2 CM Co CO in � 0 '§ / / / U / / C/) / A (A) 0 E % - 3 m w Q k/(7; 5 / 2 3 / n ma\ 2 / \ 2 e u _ •5 � § %E/ / CD /fig k § k / ƒ k \ - k k 0 CZ � �� s 2 �\s / ee 2 0 u 7 R ƒ0/° m ) 0 0 = 20 f \ m _ 0)» o E = a2 / / / 0 o = 2 m e 2 cz 5 § ® -0 % $ cl \ 7 / / 7 3 M em /g- _0.E /f =E 2 \\2 M \ E / k ¥ / -0 E f $ % . §» /� /. 0 7C, .E 5 / 6 0 9= 2 / 0 / / § / 7 e 17 c � = o .- / ? % » � / / E m / 3 � 0 9 _ f (n E < g ƒ / / / / C) cz 0 m _ k 2 $_ / \ � k § { -0 / / E k \ / 0 / ■ 0 < 4 m / \ / / Q g Building Address Owner Name Owner Address Building Permit Number City of Yelm Community Development Department Residential Certificate of Occupancy 15328 KAYLA ST SE SCHUUR BROTHERS INC 9709 124TH ST E PUYALLUP WA 98373 20150228 Plan Number Remarks: LOT 111, PLAN 2855 Areas Inspected Special Conditions Building Official ALL CODE REQUIRED G. CARLSON 2855 Date: January 5. 2016 This structure is in compliance with the International Residential Code (Chapter 51 -51 WAC) as adopted by the Washington State Building Code Council pursuant to Chapters 19.27 and 70.92 RCW, effective July 1, 2004