20140241 Permit Pkg 09152014 '�'�a� TH�p,�`�' City of Yelm Permit ►vo.: 20140241
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� �� 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
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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
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