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20140241 Permit Pkg 09152014 '�'�a� TH�p,�`�' City of Yelm Permit ►vo.: 20140241 w , � �� Community Development Department Issue Date: 9/15/2014 � n� (Work must be completed within 180 days) Building Division Phone: (360)458-8407 YEL "".""'""°" Fax: (360)458-3144 Applicant: Name: YELM COMMUNITY SCHOOLS Phone: 360-458-1900 Address: P.O. BOX 476 YELM WA 98597 Property Information: site Address: 1315 YELM AVE W Owner: YELM COMMUNITY SCHOOLS Assessor Parcel No.: 21724210500 Subdivision: N/A Lot: N/A Contractor Information: Name: YELM COMMUNITY SCHOOLS Phone: Address: P.O. BOX 476 YELM WA 98597 Contractor License No.: Expires: 0/00/0000 Project Information: Project: NEW COMMERCIAL BUILDING Description of Work: ONE HIGH SCHOOL SCIENCE PORTABLE 2533 SQUARE FEET Sq. Ft. per floor: First Heat Type (Electric,Gas, Other): GAS Second Third Garage Basement Fees: Item Contractor Fees PLUMBING YELM COMMUNITY SCHOOLS $ 27.00 NEW COMMERCIAL BUILDING YELM COMMUNITY SCHOOLS $ 150.00 TOTAL FEES: $ 177.00 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 verning zoning and land subdivision,and in addition, all covenants, easements and r strictions of e ord. If applying as a contractor, I further certify that I am currently Final Inspection: registered in t te of W h� gton. � (= Date: Signature Date J " By: Firm Cit� af Y�lm (36 ) 45$-8402 REC#: 00172095 9/15i2014 11 :41 AM OPER: CO TERM: 001 REF#: 2085 TRAN: 33.0000 BUILDTNG PERMITS 20140241 177.00CR YELM COMMUNITY SCHOOLS 1315 YELM AVE W PL 27,�OCR 6LU-COM1 150.00CR IyENDERED: 177.00 CN�CK APPLIED; 177.U0- CHANGE: 0.00 ,.. �. Zo/�l�z�/ CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM Project Address:/���isr�v�� �c� Parcel#: 2i�r 5�L r v�o� Zoning; �� Current Use:�Sr?�EC��.c Proposed Use:r��'i,�,r�L ❑ New Construction ❑ Re-Model/Re-Roof/Tenant Improvement ❑ Plumbing ❑ Mechanical ❑ Fire Prevent/Suppress/Alarm �Qther Project DescriptionlScope of Work: /���rx��au�- ���ss�ec�>,� �Mo;�:s-�.�s�� � Project Value: ��u-c� Building Area(sq. ft) Parking Garage 1S`FloorZ�33 2"d Floor 3`d Floor Building Height l �- �� `� Are there any environmentally sensitive areas located on the parcel? �� If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER/TENANT NAME: �/��z��? ��iri�.��.�J�'�-/ �[��',��i9LS ADDRESS �� '' . t���' �� �I� —' EMAIL ��<zs._i�.h.r>3e� 5<<c:L7.-3�v'7-E�� CITY �!� �' ,� : STATE���i� ZIP � TELEPHONE ���-Y b'=Gi Z� ARCHITECT/ENGINEER LICENSE# ADDRESS EMAIL CITY STATE ZIP TELEPHONE GENERAL CONTRACTOR �iJz�.t�r�S 3cc:-5%rr.� TELEPHONE Y'YY . PyBE� -- S/r� ADDRESS,�-�zt' (',��:�s�-��R�' •��'��5� EMAILS������-t�(I� ��z.��,�.�n,_.. CITY r=:.:w�z.�;t STATE !�t/�- ZIP�3rt'�.+s' FAX ZS3 -'�i'--�'i�`",�i CONTRACTOR'S LICENSE# EXP DATE CITY LICENSE# PLUMBING CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE CITY LICENSE# MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE CITY LICENSE# Copy of City Mitigation documentation(TFC). 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. �--.,•-_._ --._ -�.—, . l -- - ��' o �/ p ' t's Sig re D te Owner/Contractor/Owner's Agent/Contractor's Agent/Tenant (Please circle one.) All permits are non-transferable and will expire if work authorized by such it is not be un within 180 days of issuance,or if work is suspended or abandoned for a p �,1,a�1"SOg�''a�i�T�;� i r�u� 1 � 2014 ; ; � ��- (360)458-3835 I05 Yelm Ave W (360)458-3144 FAX Yelm, WA 98597 www.ci.yelm.wa.us . , 201404.37.2-FDN Calcs PRE-FABRICATED MODULAR BUILDING -FOUNDATION CALCULATIONS-STANDARD SHEARWALL IBC 2012 Client: Williams Scotsman Occupant: Yelm SD Bldg Type: 42x64-Classroom Yelm HS- 1315 Yelm Avenue Standard Shearwall w/Concrete Date: 3-Aug-14 Location West,Yelm,WA 98597 Fdn.Type: Pads Pro'ect#: 201404 Task# 37.02.1 State s): WA 98597 Table of Contents MULTI-UNIT MODULAR BUILDINGS 42x64-Classroom (3) 14x64 UNITS-DOUBLE CLASSROOM BUILDING, Yeim SD, Yelm HS- 1315 Yelm Avenue West, Yelm,WA 98597,WA �w. a 1 0� �LtN ��N�ws:nora�r�o�e 1 of 4 PRINTED-8/3/2014 201404.37.2-FDN Calcs PRE-FABRICATED MODULAR BUILDING-FOUNDATION CALCULATIONS -STANDARD SHEARWALL IBC 2012 Client: Williams Scotsman Occupant: Yelm SD Building: 42x64-Classroom Yelm HS- 1315 Yelm Date: August 3, 2014 Location Avenue West, Yelm,WA FDN 25,40,1106,D,0.838,1500 98597 Criteria Pro'ect#: 201404 Task# 37.02.1 State s): WA 98597 I. DESIGN CRITERIA: Building Risk Category, BRC �� ASCE 7-10 Table 1-1 & IBC 2012 Dead Load: Roof, RDL= 12 psf Floor, FDL= 10 psf Wall, WDL= 9 psf Roof Live Load: SEAW"SNOW LOAD ANALYSIS FOR WASHINGTON" Elev SL Coef GSL 346 0.015 20.00 Snow Load, RLL= 25 psf 35.7 Ground Snow Load Load Duration Factor, Cd = 1.15 % Floor Load: Classroom � 40 psf ASCE 7-10 Table 4-1 Concentrated Live Load, p= 1000 Ibs. ASCE 7-10 Table 4-1 Partition, PDL= 0 psf ASCE 7-10 Section 4.3.2 Wind Load: Basic Wind Speed, V= 110 mph ASCE 7-10, Figure 26.5-1 B "a"Edge Pressure Distance= 4.16 ft ASCE 7-10, Figure 28.6-1 Roof Slope= 2 :12 = 9.46 Degrees Edge Wind Pressure,Wep= 21.6 psf ASCE 7-10, Figure 28.6-1 Interior Wind Pressure,Wip= 14.4 psf ASCE 7-10, Figure 28.6-1 Average Wind Pressure,Wp= 15.84 psf ASCE 7-10, Figure 28.6-1 Exposure Category= B Exposure Factor, � 1.00 ASCE 7-10, Figure 28.6-1 Wind Topographic Factor, Kz= r—�—1.00 ASCE 7-10, Figure 26.8-1 Design Wind Pressure, Pw=Wp`}�*Iw*Kz= 15.8 psf ASCE 7-10 Equation 28.6-1 Seismic: Yelm HS-1315 Yelm Avenue West,Yelm,WA 98597 46.950 E Total Weight, Wtot= 31.08 psf -122.626 W Snow Load% Used in Seismic Design = 0% ASCE 7-10 Section 12.7.2 Seismic Site Class= D ASCE 7-10 Section 20.3 Mapped Spectral Accelerations, short periods, Ss= 1.257 ASCE 7-10, Figure 22-1 Site Coefficient, Fa = 1.00 ASCE 7-10 Table 11.4-1 Max. Spectral Response, SMS = Fa'Ss= 1.26 ASCE 7-10 Equation 11.4-1 Design Spectral Response, S�s=2!3'Snns= 0.838 ASCE 7-10 Equation 11.4-3 Response Modification Coefficient, Rw= 4.0 ASCE 7-10 Section 12.14-1 Seismic Design Category= D ASCE 7-10 Table 11.6-1 Redundancy Factor, ps= 1.00 ASCE 7-10, 12.3.4 Seismic Improtance Factor, le 1 ASCE 7-10,Table 1.5-2 Total Shear, pst= F'Sos*WtoURw= 6.51 psf ASCE 7-10 EQ 12.8-1 2 of 4 PRINTED-8/3/2014 201404.37.2-FDN Caics PRE-FABRICATED MODULAR BUILDING -FOUNDATION CALCULATIONS-STANDARD SHEARWALL IBC 2012 Client: Williams Scotsman Occupant: Yelm SD Building: 42x64-Classroom Yelm HS- 1315 Yelm Date: August 3, 2014 Location Avenue West, Yelm,WA C�IDNia 25,40,110B,D,0.838,1500 98597 Pro'ect#: 201404 Task# 37.02.1 State s): WA 98597 Dimensions: Unit Length, L= 64 ft. Module Width, MW = 13.85 ft. Width,W= #Units= 3 41.55 ft. Wall Height,Wht= 9.00 ft. Roof Height, Rht= 2 :12 Slope 3.46 ft. Floor Height above NG, Fht= � 29 inches 2.42 ft Building Ht Coeff, Htc= Rht+Wht+Fht-15 1.00 #of Floor Spans per Module 2.00 Clear Distance between supports, L2a= 6.93 feet II. FOUNDATION DESIGN A. Foundation Components Individual Bearing Pads-Precast Concrete Bearing Pads OR P.T.Wood Pads Depth of Structural Base or Paved Surface 2 inches Increases bearing area at soil bearing interface Width,wbp = 16 inches 11.25 Length, Ibp= 16 inches 24.00 Minimum Bearing Area, BA= 400 Sq. Inches 427 IBC-T.18.4.2 Allowable Soil Bearing Pressure, [Class 4]Q= 1500 psf. By Others Allowable Load, Pbp= (BA)/144*Q= 4167 pounds 4447.9 # Anchors-Single or poub(e Helix Auger'Type OR Cross-Drive W/Stabil X'Plate Allowable Anchor Capacity,Anchc= 4725 Ibs. (Ultimate) Sheathing Attachment, End Walls -7d Nails Sheathing to Rim Joist, 6 in. o.c 160 plf Sheathing Attachment,Side Walls-7d Nails Sheathing to Rim Joist, 6 in. o.c 160 pif Spacing Maximum Spacing Pads on Exterior/lnterior Pads 6 ft. 8 ft. B. Exterior Pads -Classroom(Floor and Roof Loads,Around Perimeter) Exterior Uniform Floor Load, ufll= (FLLu+FDL+PDL)L2a/2+(RLL+RDL)`MW� 510 Ib/ft. Max. Pad Spacing, Mps= Pfla/ufll = 6.00 ft. 6.00 ft. Use: (11)16-inch x 16-inch pad @ 6-ft o.c.supporting exterior frames on 2-inches of Structural Base of Pavement. C. Interior Pads -Classroom(Floor Loads Only) Interior Uniform Floor Load, ifll= (FLL+FDL)"MW/2= 346 Ib/ft. Max. Pad Spacing, Mps= Pfla/ifll= 8.00 ft. 8.00 ft. Use: (8)16-inch x 16-inch pad @ 8-ft o.c.supporting interior frames on 2-inches of Structural Base of Pavement. D.Column Pads (Roof Loads Only) Mateline Roof Beams Uniform Roof Load, mbrl =(RLL+RDL)*MW= 512 Ib/ft. Effective Mateline Beam Span, Mps= Pfla/mbrl= 8.13 ft. 8.68 ft. Use: (1)16-inch x 16-inch pads for eve 8.13-ft effective Mateline Beam Span. Use: Exterior Column Support 16 ft 2 Pads Use: Interior Column Support 32 ft 4 Pads 3 of 4 PRINTED-8/3/2014 201404.37.2-FDN Calcs PRE-FABRICATED MODULAR BUILDING -FOUNDATION CALCULATIONS -STANDARD SHEARWALL IBC 2012 Client: Williams Scotsman Occupant: Yelm SD Building: 42x64-Classroom Yelm HS- 1315 Yelm Date: August 3, 2014 Location Avenue West, Yelm, WA C�IDNia 25,40,110B,D,0.838,1500 98597 Pro'ect#: 201404 Task# 37.02.1 State s): WA 98597 E. Lateral Design 1. Longitudinal Walis Anchors(Front&Back, Long Module Walis Loaded, End Shearwalls) Unit Wind Load, UWL= (Wht+Rht+FhU2)'Pw`L= 13859 Ibs Unit Seismic Load,USL=W`pst= 17314 Ibs Governs Effective Soil Anchor Resistance, ESAR @ Asa° = 4725 Ibs. Building Weight= 82644 Ibs Building Weight Factor= 0.10 Foundation Friction Factor= 0.40 Gravity Resistance, GR= Building WT` Friction Factor= 3306 Ibs. OTM= Lateral Load`whU2 77914 Ft-Ibs RM= Building Wt'W/2 1716939 Ft-Ibs Factor of Safety= RM/OTM 22 -No Uplift Anchors Required Use: (3)Anchors, Min.,Sheathing nailed w/8d @6 in o.c. 2. Lateral Walls Anchors(End,Short Walls Loaded, Longitudinal Shearwalls) Unit Wind Load, UWL=(Wht+Rht/2+Fht/2)"Pw`W= 7858 Ibs. Unit Seismic Lateral Load, USLL= L'pst= 17314 Ibs. Governs Effect. End Soil Anchor Resist.., ELSAR @ Asa°= 4725 Ibs. Building Weight Factor= 0.17 Gravity Resistance, GR= Building WT" Friction Factor= 5510 Ibs. OTM= Lateral Load"whU2 77914 Ft-Ibs RM= Building Wt`W/2 2644623 Ft-Ibs Factor of Safety= RM/OTM 34 -No Uplift Anchors Required Use: (3)Anchors,Min.,Sheathing nailed wl 8d @6 in o.c. 4 of 4 PRINTED-8/3/2014 - - . �y���M�� . 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