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BLD08-208
HERMIT # L SCOPE OF WORK: CIS i OF PORT TOWNSEND PERMIT ACTIVITY LOG DATE RECEIVED ,- ;, m pttnr BUILDING PERMIT City of Port Townsend W Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # Permit Type Commercial Miscellaneous Project Name Site Address 439 12TH ST Parcel # Project Description Foundation, porch, porch cover and ADA ramp Names Associated with this Project Type Name Contact Phone # Applicant City Of Port Townsend Owner Jefferson Co Public Transprtn Fee Information Project Details Project Valuation $1,344.00 foundation only permit Plan Review Fee 50.00 Units: Building Permit Fee 50.95 Bedrooms. - State Building Code Council Fee 4.50 Bathrooms Technology Fee for Building Permit 5.00 Record Retention Fee for Building 3.00 Pen -nit Total Fees $ 113.45 BLD08-208 FOUNDATION FOR NEW MODULAR OFFICE BLDG. 948302001 License Type License # Exp Date Heat Type: Construction Type: Occupancy Type: Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granfiq! of this pennit shall not beconslrued as approval to violate any provisions of the PTMC or other laws or regulat'itans. I certify that the raatbrruation proOded as ;a ptnt rat'the ,pplicauion for this permit is true and accurate to the best of my knowledge I further cearlify 191ti�at 1 aant the t� r aau a ot`tloe property or auihohzeLl :IgTnl of'the owner. Print Name Date Issued: 10/15/2008 Issued By: SWASSMER Signature � Date Date Expires: 04/13/2009 LL LL 0 p U, w �- Z o m N O ❑ Z W a� w z 0o aw LUM a J Na oa w m a ~ Cl)U) Z W W LL' Z IL Ir Ir w J O as J d Za 7 ❑ w W v a z U) N >: Z w a > a O D E U w U O F Ir O 0 z LL o W Q > W ir a J d IL a CO) Z 0 O Z Q o J_ O5 J m 0_ oF- M p U a Q U) z 0 O 2 LL as aw z o Ir a a O U W U) a 2 Q F w N f- d m 0 O N O W Q W D cc O N co 0 C) J m O Z F- W a 0 0 CV O co co rn O z J W U Q IL Z H d ZCO Q U J ml a O U Z O U) w LL LL w Ir W Z 0 z Z W 0 U w Q ❑ a U) z 0 w a z F LL LL C U w Q a N Z z 0 w IL U) Z Z O H U W a U) z Q X W cn Z N 16 coo Cl) LL to J M QO U Z Ow ~a U W W Z Z U Q W H W U)W m d j ir m OU) W D W z O f- U W a N Z Bellevue Bothell Burien Duvall Issaquah Kenmore Kirkland CONSTRUCTION TIP SHEET 13 MyBuildingPermit.com Ramps and Landings July 2007 Mercer Island Mill Creek Sammamish Snohomish County Snoqualmie Woodinville .............. 2006 IBC RAMPS • Ramp surfaces are stable, firm, and slip resistant. • Exposed exterior ramps and their approaches are constructed to prevent the accumulation of water on walking surfaces.. • Ramps used as part of means of egress have a maximum slope of 1:12. • The rnaxirnum rise In a run for ramps in existing buildings is 3 inches when the slope is steeper than 1:10 but not steeper than 1:8 and is 6 inches maximum when the slope is steeper than 1:12 but not steeper than 1:10. • The rn ximurn ruse for any run is 30 inches. • Ramp cross slopes are not steeper than 1:48, • projections into ramp width are prohibited. • The required means of egress width is not reduced. • The clear width of a ramp and the clear width between handrails, if provided, are 36 inches minimum. • Headroom at MI parts of the means of egress is� not less than 80 inches. RAMP AND LANDING EDGE PROTECTION • Any portion of the edge of a ramp with a slope greater than 1:20, or landing which is more than ''/2 inch above the adjacent grade or floor within 10 inches horizontally„ requires edge protection. • Edge protection is required on each side of ramp runs and at each side of ramp landings, by a curb or barrier or l.ry extended floor surface, (An extended floor surface occurs when the surface of ramp or landing extends 12 inches minimum beyond the inside face of a railing.) Exceptions., • Edge protection is not required on ramps not required to have handrails, provided they have flared sides complying with ICCfANSI AI 17.1-2003, Section 406.3, Sides of Curb Ramps. • Edgeprotection is not required on'sides of ramp serving an adjacent ramp run or stairway. • Edge protection is not required on sides of ramp landings with vertical drop-off of not more than % inch within 10 inches horiroritally of the minirriurn landing area. • Edge protection options: 1, A curb or barrier is required that prevents passage of a 4-inch sphere below the height of 4 inches. (See Figure 1.a and 1.b.) 2, Railings: When used, railings are required to have one of the following features: a. An intermediate rail mounted 17-19 inches above the ramp or landing surface. (See Figure 1.c.), or b. A guard complying with IBC 1013. See Construction Tipsheet 3„ or c' The surface of the ramp or landing extends 12 Inches beyond the inside face of the railing. (See Figure 1.d.) • For curb ramps refer to Construction Tip Sheet 0. LANDINGS • Ramp surfaces are stable, firm and slip resistant. • Exposed exterior ramps and their approaches are constructed to prevent the accumulation of water on walking surfaces. • Ramps within the accessible route of travel have landings at the top and bottom, points of turning, entrance, exits'„ and doors and at least one intermediate landing 60 inches in the direction of the ramp run, for each 30 inches of rise with a minimum dimension of • Ramps that change direction at landings have landings sized to provide a 60 inch turning space (60 x 60 inches,.) or a T-shaped intersection 60 inches long by 36 inches wide (36 inches wide at each arm of T). See Figure 2. • The minimum width of the landing is as wide as the widest ramp leading to the landing. Exception: Landings in nonaccessible R-2 and R-3 individual dwelling units may be 36 x 36 inches. (IBC 1010.6.3) • Landings don't slope more than 1:48. • Maneuvering clearances for doors can overlap the landing area where doorways are adjacent to the rare, 11 GENERAL INFORMATION; ,.Pl W • This is"p Sheet is ir1tendr,rt to show rode requirements per the 2006 Internatiranal Building Code (IBC) 1010 Ramps, 10,12 Handrails and dCC/ANSI A117.1-2001 • The intent of this she ei is to address the basics Of ramps and ramp landings minty and does not address the subject in great detail Acddilionral information can be found at your local bo4din,g department, eCityGov net 2005 C, eCityGovAlliance 00 V) M Figure I. a. 1fi1LW1111WU10Le rail Figure I.c. EDGE PROTECTION Figure I Ramps and Landings Page 2 of 3 Figure I.b. Surface of ramp or landing Figure I.d. e('i I y(,'iov.net 2005 @eQtyGovA1hance Ramps and Landings Page 3 of 3 HANDRAILS AND GUARDS • Ramps having slopes steeper than 1:20 have handrails (see Figure 3). • Ramps wilh a rise greater than 6 inches have handrails 34-38 inches in height. • See Construction Tip Sheet 2 for additional information on handrails. • Handrails extend at least 12 inches beyond the top and bottom of any ramp run. • Handrails are continuous except at points of access along the ramp. • Provide guards for portions of landings or ramp that are more than 30 inches above adjacent grade. For more information see Construction Tip Sheet 3, Guards. • Guards are minit'nurn 36 inches in height above walking surfaces for dwelling units falling under the International Residential Code. • Guards are minimum 36 inches in height above walking surfaces within individual dwelling units falling under the International Building Code (IBC) and are 42 inches in height outside individual dwelling units and in all other occupancies falling under the IBC. 12" min. RAMP HANDRAIL Figure 3 (shown with edge protection detailed in Figure I.a., page 2) 12" min, I eCityGov,net- 2005 @ eQtyGoAliance 999(?L) VM CIN19NM01ilaiO6 CANI MIN (3 'GIM KN 9?09 ONVH')I�i lilg ]�)NDHV409 AO'6:1GHVH9 iJ uj < O Lil OL x < F uj � °�o oo> moo LLI z 0) LU 8 , (43L X u Lu 11A Ci > ft- CL Z U- -A LU 0) c SD Lij x tD Z ............ ts� . ...... - ---- L td REV Dk 7< U-1 CID fENTERLINE T Z- OL I � � I,� i 8 I.., I _k DA LIA LLJ > 0 < Jd u U- 9 . . .......... . LLA 57< LLI LU > LL, U < 0�LA LLJ ul LU -j NENADA FAKIN5 NEWPA PARKIN NEW' A.P.A PARKING NEW ADA PARKING 0 LL m ma OL P U-1 �Z: CD a M La WE N PT CHAMBER OF COMMERCE RICHARD BERG ARCHITECTS, P.G. u' > �5 III TAYLOR 5TREET NEN VISITOR rENTER LEFT ELEVATION FORT TOMU%D, INA 95565 PHOW; (360) 37I-wqo PORT TONN5END, WA q&Uog� F=Zolh ru 0 N PT CHAMBER OF COMMERCE FRONT RICHARD BERG ARCHITECTS, P.C. NEN \/151TOR CENTER ELEVATION IS TAYLOR STREET FORT TOPMEW, WA q&36& NONE: (360) 319-"O PORT TONN5END. 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C § $y , n�m mvn-m reel �OOZ NVASIOO5 SU#€Vllis ti, 4e a�r.whi} �„ :,,w-osz's�tt eu•-m ram; xas B9�eY sa ro�NJ P 7H! € I1P�} 3.. 3'A1 4r si0-$4 Ga o%knt'a's 4 �'I 4YG 4dW�' ? IN. 4i lS i[N✓f.%!J vJ 'V rOa.., ��eA' I�r 9 NMOHS SY I,fZ'N180 BOOL/4O/01 31tl�5 ON �/AU '31tl0 9M0 NOI1VONn03 avinoow m N S-IIV13O VAI 'GUSNOMI IHOd MINHO S,NO,LISIA -m a e m �mF' r, y PREFABRICATED BUILDING - FOUNDATION DESIGN ,BRICATED BUILDING DESIGN - HERITAGE TYPE FOUNDATION CALCULATIONS WILLIAMS SCOTSMAN Building #: BLZ-16901 Building Type: 30,50,110B,D,1.5 3-Oct-08 Client PO# - Fdn.Type: Perimeter Shearwall #: 0804 Task # 23.1 State(s): WA Port Townsend MODULAR BUILDINGS Table of Contents SIZE: 28x48 Office (2) 14X48 UNITS ii�wmu 00 M a 09/271200 p 1 of 3 PRINTED-10/3/2008 PREFABRICATED BUILDING - FOUNDATION DESIGN PRE -FABRICATED BUILDING DESIGN - HERITAGE TYPE FOUNDATION CALCULATIONS Client; WILLIAMS SCOTSMAN Building #: BLZ-16901 Building: 28x48-OFFICE Date: 3-Oct-08 Client PO# - Fdn.Type: Perimeter Shearwall Project #: 0804 Task # 23.1 State(s): WA Port Townsend I. DESIGN CRITERIA: Dead Load: Roof, RDL = Floor, FDL = Wall, WDL = Roof Live Load: Snow Load, RLL = Load Duration Factor, Cd = Floor Load: Uniform Floor Load, FLL = Concentrated Live Load, p = Partition, PDL = Wind Load: Basic Wind Speed, V = Building Classification: Category Wind Importance Factor, Iw = "a" Edge Pressure Distance = Roof Slope = 3 :12 = Edge Wind Pressure, Wep = Interior Wind Pressure, Wip = Average Wind Pressure, Wp = Exposure Category = B Exposure Factor, A = Wind Topographic Factor, Kz = Design Wind Pressure, Pw = Wp*A*lw*Kz = Seismic: Total Weight, Wtot = Snow Load % Used in Seismic Design = Seismic Category = Mapped Spectral Accelerations, short periods, Ss = Site Coefficient, Fa = Design Spectral Response, Sys = 2/3*SMs = Response Modification Coefficient, R = Shortest Total Length of Shearwall, Iswt = Area, Ab = L*W = 1 Max. Element - Story Shear Ratio, r = 10/Iswt*.5 = Redundancy Factor, ps = 2-20/(r*Ab^(1/2)) = Total Shear, pst = ps*1.2*SDS*Wtot/(R*1.4) _ Dimensions: Unit Length, L = Module Width, MW = Width, W = # Units = 2 Wall Height, Wht = Roof Height, Rht = 3 :12 Slope Floor Height above NG, Fht = 30 inches Building Ht Coeff, Htc = Rh't Wlit+Fht-15 Clear Distance between supports, L2a = Joist Overhang, L2b = 9 psf 10 psf 8 psf 30 psf 1.15 % 50 psf 2000 lbs. 15 psf 110 mph 11 1.00 3.60 ft 14.04 Degrees 23.6 psf 15.7 psf 17.76 psf 1.00 1.00 17.8 psf 24.21 psf 0% IBC Table 1607.1 IBC Table 1607.1 ASCE 7 Figure 6-1 ASCE 7 Table 1-1 ASCE 7 Table 6-1 ASCE 7 Figure 6.2 ASCE 7 Figure 6.2 ASCE 7 Figure 6-2 ASCE 7 Section 6.5.6.1 ASCE 7 Section 6.5 IBC Section 1605.3.1 D IBC Table 1613.3(1) 1.267 Port Townsei IBC Figure 1615 1.00 IBC Table 1615.1.2(1) 1.00 IBC Equation 16-18 6.50 IBC Table 1617.6 13.83 ft. 327.68 ft."2 0.36 IBC Section 1617.2.2 1.00 IBC Equation 16-32 3.19 psf IBC Equation 16-49 48 ft. 13.83 ft. 27.66 ft. 9.00 ft. 3.46 ft. 2.50 ft 1.00 82.98 inches 0.00 inches 2 of 3 PRINTED-10/3/2008 PREFABRICATED BUILDING - FOUNDATION DESIGN PRE -FABRICATED BUILDING DESIGN - HERITAGE TYPE FOUNDATION CALCULATIONS Client: WILLIAMS SCOTSMAN Building M BLZ-16901 Building: 28x48-OFFICE Date: 3-Oct-08 Client PO# - Fdn.Type: Perimeter Shearwall Project M 0804 Task # 23.1 Statelsl: WA Port Townsend II. FOUNDATION DESIGN A. Foundation Components Individual Bearing Pads - Precast Concrete Bearing Pads OR P.T. Wood Pads Width, wbp = 16 inches 12 Length, Ibp = 16 inches 24 Minimum Bearing Area, BA = 256 Sq. Inches 288 Allowable Soil Bearing Pressure, [Class 4] Q = 1500 psf. By Others IBC-T.18.4.2 Allowable Load, Pbp = (BA)/144*Q = 2667 pounds Anchors - Single or Double Helix Auger' Type OR Cross -Drive W/Stabil'X' Plate Allowable Anchor Capacity, Anchc = 3150 lbs. B. Exterior Pada Floor and Roof Loads: Exterior Pads Required, Epr = 1 pad Allowable Load, Pfla = 2667 lbs. Exterior Uniform Floor Load, ufll = (FLL+FDL)MW/4+(RLL+RDL)*MW/2+Wht* 549 Ib/ft. Max. Pad Spacing, Mps = Pfla/ufll = 4.86 ft. Use: (11) 16-inch x 16-inch pad @ 4.86-ft o.c. supporting exterior wall. C. Interior Pads Floor Loads: Interior Pads Required, Ipr = 1 pad Allowable Load, Pfla = 2667 lbs. Interior Uniform Floor Load, ifll = (FLL+FDL)*MW/2 = 415 lb/ft. Max. Pad Spacing, Mps = Pfla/ifll = 6.43 ft. Use: (9) 16-inch x 16-inch pad @ 6.42-ft o.c. supporting interior floor supports. D. Column Pad; Roof Loads: Column Pads Required, Cpr = 1 pads Allowable Load, Prla = 2667 lbs. Mateline Roof Beams Uniform Roof Load, mbd = (RLL+RDL)*MW = 539 lb/ft. Effective Mateline Beam Span, Mps = Pfla/mbd = 4.94 ft. Use: (1) 16-inch x 16-inch pad for every 4.94-ft effective Mateline Beam Span. E. Lateral Design 1. Longitudinal Walls (Anchors on Front & Back, Long Walls) Unit Wind Load, UWL = (Wht+Rht+Fht/2)*Pw*L= Unit Seismic Load,USL = W*pst = Angle of Anchor Strap, Asa, Radians Effective Soil Anchor Resistance, ESAR @ Asa' _ Building Weight = Building Weight Factor = Foundation Friction Factor = Gravity Resistance, GR = Building WT * Friction Factor = OTM = Lateral Load*wht/2 RM = Building Wt*W/2 Factor of Safety = RM/OTM Use: (3) Anchors, Min. 2. Lateral Walls (Anchors on End, Short Walls) Unit Wind Load, UWL = (Wht+RhtFht/2)*Pw = Unit Seismic Lateral Load, USLL = L*pst = Angle of End Anchor Strap, Asea, Radians Effect. End Soil Anchor Resist.., ELSAR @ Asa* _ Building Weight Factor = GIN, Foundation Friction Factor = "MIN, . Gravity Resistance, GR = Building WT * Friction Factor = OTM = Lateral Load*wht/2 RM = Building Wt*W/2 t Factor of Safety = RM/OTM Use: (0) Anchors, Min. PADS Eff Span 24.00 11683lbs Governs 4240 lbs 0.79 45 degrees 2228 lbs. 36121 lbs 500/611 0.40 7224 lbs. 52574 Ft-lbs 499553 Ft-lbs 10 No Uplift Anchors Required 6732 lbs-per I Governs 4240 Ibs.per l 0.79 45 degrees 2217 lbs. 100% 0.30 10836 lbs. 30296 Ft-lbs 866903 Ft-lbs 29 No Uplift Anchors Required 3 of 3 PRINTED-10/3/2008 lif 13 VISITORS CENTER u -Ti �4 PORT TWONSM, WA uDETAILS MODULAR FOUNDATION DWG DATE: DWG ND. SCALE; 10/04/7ooa OB04.2S.1 AT : i9B w w swum axn � ma�cn � pg Yry��rl� NMI. p MM'AG SCOTSMAN�„� WMA 0 .u(m��aoa-,ter ®14WAMS 9CQTSMAN 2W8 u� �t �`=ss 0912712009 11 U BOOZ Nymsi0Ds svivmwl* ��mry; iidvv; "HdrHsso�s NMOHS SV I ITZ'Ot 900Z/40/OL !Xtvm oh aN0 -Ara ara NOILYONno-A avinaow YY 'QN5I OAI JXOd 821INHO S,H0,LISIA ee �CY _ W w� X (A 0 ..X aQ z � a s Swain � M o°gym -,ae ® o0 °oLD® as i a 0oN o N aye CL Lo a r= Zl' w z O lu C9 U ° p w0 z c9 _gin w} QPL w o > °O� th w N wN D Q0 w = oC z0 g v o= } ' o N p O p vO F ~ O P' j ° z= z mN �Q�3pu� z �Z p� o Uj pw 0- 0 0 Q N 3 F z u�J > Q¢ p �° w �pNoif°� � �� � =z �w J�OaOw = zp z w 8 N o[omt NO~c(���gt 8 i w r- 4 u o z N_ Q p= W U U � w w p F Q N N N n" �� O— «) z J �i U W z Q ° N N u W 0 pz m Z p 0 W C§ w�� ov g�[ pw wQ�Npw� g Q w z�Ln0V) L E �O ~� n5 WOUw�O=z t w W p w� LLu.J�g } N iroN-0 N(D QQ W L J�>m��° U1 ZZ Z UmU aFQp C9z F o~[ �0 Qwm NIM w >Q Q = zwZz O�zn z� z IN Z° ��w`3p npxOo�N�v�0> Jom � pw�No�Wo z z q/ ° 2�>z�Jo0NO�pz0 mmO zZcp w00Q 1npva> mU UzOKFZz V_z��u o UJ°zQZO O_�z Qo>pwcOU QU>�Ui > W Q�z�w Z pp pp�au°00�p �zowo NpUl }pop�wOdaa�O�o�guzm�>o�QroUUzaH dmudwc dm dm d m am u d m d m 0 a ai N m V In In a ev i•�y �... ruua/vu/uL nv�s roH axa aLva ara NouvaNnoa avinaOW N snw13a N vy ar�exo�, ,�toa L USINHO s,HOIISIn ' RJR _ o 11 BOOZ WNU09S sv4vmwo rnt� 600ZKZ/60 - i [=a" (00 m "Non rIAN J ulIr�om+�r d r � J � Y' r ru�� �UVi10k, dN o4 VA"O, w'm I'm Q10YC AY�iIOa 121 111551 , i". S 1- - .. ................ —..... _.,....... NOTE: See Page 2 for detectable warnings. Flare.. max. slope Standard Van spac e �.....0 _ 8 0'gn. tin. Plan View S white symbols and fetters on blue background max 1 12 ----- --- ------- - International symbol of access ----- "State Disabled v Y Parking Permit Required" "Van Accessible" see site plan for location ..m.. Install one sign at C—� E head of each 0 designated Flared sides 1:12....... C 0 accessible parking max. slope stall SIDEWALK RAMP (2 ALTERNATE RAMP FOR (3)REQUIRED SIGNAGE EXISTING WALKWAY ONLY GENERAL INFORMATION: CODE REFERENCES: • Chapter 11 of the IBC w Appendix CH. E. Sections E101-E107 • ICC / ANSI A117.1 - 2003 as amended in IBC 1101.2 ,01 cCityGov.net 2005 © eCityGovAlliance DETECTABLE WARNINGS Detectable warnings need to extend the full width of the ramp and a minimum of 24" in the direction, of travel within the ramp. The detectable warnings are to be located 6-8 inches from the nearest curb edge. 1 • 11 I k J Plan Accessible Parking Spaces Page 2 of 3 50% - 65% ......... base diameter 0.2 ' .....,, ., 0.9" - 1A"_, Truncated Dome Size and Spacing Elevation (Enlarged) KityGov.net 2005 C eCityGoMliance Accessible Parking Spaces Page 3 of 3 Accessible Spaces -- IBC Table 1106.1 . ....................... . . . . . . . . ...... ------- - - Total Parking Spaces in -------- - - - ---------------- ....... . . .......... Minimum Required Number of a Lot or Garage Accessible Spaces ----------- 1 -25 — ---- -- -- -- -------- ----- ---- ---------- 26-50 2 51 -75 3 76-100 ............... 4 101 -150 5 151 -200 — - — ----- -------- -- ---- 6 --------- 201 -300 7 301-400 8 401-500 9 501 -1000 2% of total spaces More than 1000 20 spaces plus 1 space for every 100 spaces, or fraction ..... . . . — thereof, over 1000 - - - ------------------------ ........... . ..... 1106.5 Van Parking Spaces One of every six accessible parking spaces, or the fraction .. . . ...................... . . . . . . ........................ . . . . ........ - ...... thereof must be designed to be accessible to vans. .... ----- - -- I "I'll" . ..... - I'll I I .......................... 1106.2 Groups R-2 and R-3 Two percent, but not less than one, of each ty in Groups R-2 and R-3, which are re aired to Piave Rccessibre, Tyre A or Type 6 dwelling or sleepin units, must be accessible, here parking is provided Within or beneath a building, accessi%le parking spaces must also be, provided within or beneath the building. 1106.3 Outfatient medical care facilities For Group I- and 1-2 Occupancies providing: outpatient medical care facilities, 10 percent, but riot less than one, of the parking spaces provided accessory to such occupancies must be accessible. 1106.4 InFatient and outpatient medical care facilities For Group -1 and 1-2 units and facilities specializini in the treatment of persons with rnobilitr impairments on either an inpatient or oulpa lent basis, 20 percent, but not less than one, o the parking spaces provide accessory to such units and facilitiesmust be accessible. KilyClov.110,1 2005 1',� PCA&Ahance Bellevue Bothell Burien iMy/Qui ldi ngPermit. com Mercer Island Mill Creek Sammamish Duvall Issaquah Kenmore Kirkland 2006 IBC CONSTRUCTION TIP SHEET 13 Ramps and Landings July 2007 Snohomish County Snoqualmie Woodinville RAMPS • Ramp surfaces are stable, firm, and slip resistant. • Exposed exterior ramps and their approaches are constructed to prevent the accumulation of water on walking surfaces. • Ramps used as part of means of egress have a maximum slope of 1:12. • The maximum rise in a run for ramps in existing buildings is 3 inches when the slope is steeper than 1:10 but not steeper than 1:8 and is 6 inches maximum when the slope is steeper than 1:12 but not steeper than 1.10. • The maximum rise for any run is 30 inches. • Ramp cross slopes are not steeper than 1:48. • Projections into ramp width are prohibited. • The required means of egress width is not reduced. • The clear width of a ramp and the clear width between handrails, if provided, are 36 inches minimum. • Headroom at all parts of the means of egress is not less than 80 inches. RAMP AND LANDING EDGE PROTECTION • Any portion of the edge of a ramp with a slope greater than 1:20, or landing which is more than ''/z inch above the adjacent grade or floor within 10 inches horizontally, requires edge protection. • Edge protection is required on each side of ramp runs and at each side of ramp landings, by a curb or barrier or by extended floor surface. (An extended floor surface occurs when the surface of ramp or landing extends 12 inches minimum beyond the inside face of a railing.) Exceptions: • Edge protection is not required on ramps not required to have handrails, provided they have flared sides complying with ICC/ANSI A117.1-2003, Section 406.3, Sides of Curb Ramps. • Edge protection is not required on sides of ramp serving an adjacent ramp run or stairway. * Edge protection is not required on sides of ramp landings with vertical drop-off of not more than'/z inch within 10 inches horizontally of the minimum landing area. • Edge protection options: 1. A curb or barrier is required that prevents passage of a 4-inch sphere below the height of 4 inches. (See Figure 1.a. and 1.b.) 2. Railings: When used, railings are required to have one of the following features: a. An intermediate rail mounted 17-19 inches above the ramp or landing surface. (See Figure 1.c.), or b. A guard complying with IBC 1013. See Construction Tipsheet 3, or c. The surface of the ramp or landing extends 12 inches beyond the inside face of the railing. (See Figure 1.d.) • For curb ramps refer to Construction Tip Sheet 9. LANDINGS • Ramp surfaces are stable, firm and slip resistant. • Exposed exterior ramps and their approaches are constructed to prevent the accumulation of water on walking surfaces. • Ramps within the accessible route of travel have landings at the top and bottom, points of turning, entrance, exits, and doors and at least one intermediate landing for each 30 inches of rise with a minimum dimension of 60 inches in the direction of the ramp run. • Ramps that change direction at landings have landings sized to provide a 60 inch turning space (60 x 60 inches) or a T-shaped intersection 60 inches long by 36 inches wide (36 inches wide at each arm of T). See Figure 2. • The minimum width of the landing is as wide as the widest ramp leading to the landing. Exception: Landings in nonaccessible R-2 and R-3 individual dwelling units may be 36 x 36 inches. (IBC 1010.6.3) • Landings don't slope more than 1:48. • Maneuvering clearances for doors can overlap the landing area where doorways are adjacent to the ramp. GENERAL INFORMATION: • This tip sheet is intended to show code requirements per the 2006 International Building Code (IBC) 1010 Ramps, 1012 Handrails and ICC/ANSI A117.1-2003. • The intent of this sheet is to address the basics of ramps and ramp landings only and does not address the f subject in great detail. Additional information can be found at your local building department. cCityGov.net 2005 © eCityGovAlliance co —01 1 NUN Figure I.a. -- —, ... —..4 v NoH Figure I.c. ramp run "lin EDGE PROTECTION Figure I ramp run Ramps and Landings Page 2 of 3 Figure I.b. 12" Surface of ramp or landing Figure I.d. 60" min. I LANDING & RAMP WIDTHS Figure 2 eCityGov.net 2005 @ eCity&Afiance Ramps and Landings Page 3 of 3 HANDRAILS AND GUARDS • Ramps having slopes steeper than 1:20 have handrails (see Figure 3). • Ramps with a rise greater than 6 inches have handrails 34-38 inches in height. • See Construction Tip Sheet 2 for additional information on handrails. • Handrails extend at least 12 inches beyond the top and bottom of any ramp run. • Handrails are continuous except at points of access along the ramp. • Provide guards for portions of landings or ramp that are more than 30 inches above adjacent grade. For more information see Construction Tip Sheet 3, Guards. • Guards are minimum 36 inches in height above walking surfaces for dwelling units falling under the International Residential Code. • Guards are minimum 36 inches in height above walking surfaces within individual dwelling units falling under the International Building Code (IBC) and are 42 inches in height outside individual dwelling units and in all other occupancies falling under the IBC. 12" min. 00 M V M RAMP HANDRAIL Figure 3 (shown with edge protection detailed in Figure 1.a., page 2) 12" min. v '>eG'tyt: ov.nef 2005 (c) eC4G ovAV (wice W 3GNMCl 1�i� 133N.1s; SOIAVI ll 9629 ONVKIN N'd7d fills VLftV0 VM UN;J'aNM(,J.L -LOVC MIN ::��]HH09 JO '61GAVH9 id 0 0 v. 0 U-1 D-- -7 ca In 0 > CL X LU C> C� W 0 C, uj wp 0 U-1 ui x 5: Lu ED ju -34ObJCL z a- __j LU n - - - - ------ LU Ll Uj D- C) �F I _ < n LU CENTERLINE LANDE5 STREET LU kn kn In Ut U7 to x -:K kn uj L1 z & C> U-I uw D ae tu � z D- tf. X lu "I Z: Lu kn LU auj we-1 I ',,- .—' . — LU LLI IIJ U-1 A Vu- < C� > K K -j LU U-1 CL :z- . ...... ......... FARKIN6 CI 77 L \71 -1 'EHIADA I if I - - - - - - - PARKINO II NEN! ADA ARKINO t NEW AD.A FARKIN6 0 CL 0 0 0 LLI UA w W 1- LU CL I 1 IABRICATED BUILDING - FOUNDATION D-'IIGN r R N RE -FABRICATED BUILDING DESIGN - HERITAGE TYPE FOUNDATION CALCULATIONS lient: WILLIAMS SCOTSMAN Building #: BLZ-16901 Building Type: 30,50,11013,D,1.5 ate: 3-Oct-08 Client PO# - Fdn.Type: Perimeter Shearwall roiect #: 0804 Task # 23.1 State(s): WA Port Townsend MODULAR BUILDINGS SIZE: Table of Contents 09/127/2009 1 of 3 PRINTED-10/3/2008 PRLrABRICATED BUILDING - FOUNDATION DL--,IGN PRE -FABRICATED BUILDING DESIGN - HERITAGE TYPE FOUNDATION CALCULATIONS Client: WILLIAMS SCOTSMAN Building M BLZ-16901 Building: 28x48-OFFICE Date: 3-Oct-08 Client PO# - Fdn.Type: Perimeter Shearwall Project #: 0804 Task # 23.1 State(s): WA Port Townsend I. DESIGN CRITERIA: Dead Load: Roof, RDL = 9 psf Floor, FDL = 10 psf Wall, WDL = 8 psf Roof Live Load: Snow Load, RLL = 30 psf Load Duration Factor, Cd = 1,15 % Floor Load: Uniform Floor Load, FLL = 50 psf Concentrated Live Load, p = 2000 lbs. Partition, PDL = 15 psf Wind Load: Basic Wind Speed, V = 110 mph Building Classification: Category II Wind Importance Factor, Iw = 1.00 "a" Edge Pressure Distance = 3.60 ft Roof Slope = 3 :12 = 14.04 Degrees Edge Wind Pressure, Wep = 23.6 psf Interior Wind Pressure, Wip = 15.7 psf Average Wind Pressure, Wp = 17.76 psf Exposure Category = B Exposure Factor, A = 1.00 Wind Topographic Factor, Kz = 1.00 Design Wind Pressure, Pw = Wp*A*Iw*Kz = 17.8 psf Seismic: Total Weight, Wtot = 24.21 psf Snow Load % Used in Seismic Design = 0% IBC Table 1607.1 IBC Table 1607.1 ASCE 7 Figure 6-1 ASCE 7 Table 1-1 ASCE 7 Table 6-1 ASCE 7 Figure 6.2 ASCE 7 Figure 6.2 ASCE 7 Figure 6-2 ASCE 7 Section 6.5.6.1 ASCE 7 Section 6.5 IBC Section 1605.3.1 Seismic Category = D IBC Table 1613,3(1) Mapped Spectral Accelerations, short periods, Ss = 1.267 Port Townsei IBC Figure 1615 Site Coefficient, Fa = 1.00 IBC Table 1615.1.2(1) Design Spectral Response, SoS = 2/3*SMs = 1.00 IBC Equation 16-18 Response Modification Coefficient, R = 6.50 IBC Table 1617.6 Shortest Total Length of Shearwall, Iswt = 13.83 ft. Area, Ab = L*W = 1327.68 ft.A2 Max. Element - Story Shear Ratio, r = 10/Iswt*.5 = 0.36 IBC Section 1617.2.2 Redundancy Factor, ps = 2-20/(r*Ab^(1/2)) = 1.00 IBC Equation 16-32 Total Shear, pst = ps*1.2*SDs*Wtot/(R*1.4) = 3.19 Psf IBC Equation 16-49 Dimensions: Unit Length, L = 1 48ft, Module Width, MW = 13.83 ft. Width, W = # Units = 2 27,66 ft. Wall Height, Wht = 9.00 ft. Roof Height, Rht = 3 :12 Sloes_ 3.46 ft. Floor Height above NG, Fht = = 30 inches 2.50 ft Building Ht Coeff, Htc = Rht+Wht+Fht-15 1.00 Clear Distance between supports, L2a = 82.98 inches Joist Overhang, L2b = 0.00 inches 2 of 3 PRINTED-10/3/2008 PRtrABRICATED BUILDING - FOUNDATION II.1i..... _,�GN PRE -FABRICATED BUILDING DESIGN - HERITAGE TYPE FOUNDATION CALCULATIONS Client: WILLIAMS SCOTSMAN Building #: BLZ-16901 Building: 28x48-OFFICE Date: 3-Oct-08 Client PO# - Fdn.Type: Perimeter Shearwall Project #: 0804 Task # 23.1 State(s): WA Port Townsend II. FOUNDATION DESIGN A. Foundation Components Individual Bearing Pads - Precast Concrete Bearing Pads OR P.T. Wood Pads Width, wbp = 16 inches 12 Length, Ibp = 16 inches 24 Minimum Bearing Area, BA = 256 Sq. Inches 288 Allowable Soil Bearing Pressure, [Class 4] Q = 1500 psf. By Others IBC-T.18.4.2 Allowable Load, Pbp = (BA)/144*Q = 2667 pounds Anchors - Single or Double Helix Auger' Type OR Cross -Drive W/Stabil X Plate Allowable Anchor Capacity, Anchc = 3150 lbs. B. Exterior Pad: Floor and Roof Loads: Exterior Pads Required, Epr = 1 pad Allowable Load, Pfla = 2667 lbs. Exterior Uniform Floor Load, ufll = (FLL+FDL)MW/4+(RLL+RDL)*MW/2+Wht* 549 lb/ft. Max. Pad Spacing, Mps = Pfla/ufll = 4.86 ft. Use: (11) 16-inch x 16-inch pad @ 4.86-ft o.c. supporting exterior wall. C. Interior Pads Floor Loads: Interior Pads Required, Ipr = 1 pad Allowable Load, Pfla = 2667 lbs. Interior Uniform Floor Load, A = (FLL+FDL)*MW/2 = 415 lb/ft. Max. Pad Spacing, Mps = Pfla/ifll = 6.43 ft. Use: (9) 16-inch x 16-inch pad @ 6.42-ft o.c. supporting interior floor supports. D. Column Padf Roof Loads: Column Pads Required, Cpr = 1 pads Allowable Load, Prla = 2667 lbs. Mateline Roof Beams Uniform Roof Load, mbrl = (RLL+RDL)*MW = 539 lb/ft. Effective Mateline Beam Span, Mps = Pfla/mbrl = 4.94 ft. PADS Eff Span Use: (1) 16-inch x 16-inch pad for every 4.94-ft effective Mateline Beam Span. 5 24,00 E. Lateral Design 1 1. Longitudinal Walls (Anchors on Front & Back, Long Walls) Unit Wind Load, UWL = (Wht+Rht+Fht/2)*Pw*L= 11683 lbs Governs Unit Seismic Load,USL = W*pst = 4240 lbs Angle of Anchor Strap, Asa, Radians 0.79 45 degrees Effective Soil Anchor Resistance, ESAR @ Asa' = 2228 lbs. Building Weight = 36121 lbs Building Weight Factor Foundation Friction Factor = 0.40 Gravity Resistance, GR = Building WT * Friction Factor = 7224 lbs. OTM = Lateral Load*wht/2 52574 Ft-lbs RM = Building Wt*W/2 499553 Ft-lbs Factor of Safety = RM/OTM 10 No Uplift Anchors Required Use: (3) Anchors, Min. 2. Lateral Walls (Anchors on End, Short Walls) Unit Wind Load, UWL = (Wht+RhtFht/2)*Pw = 6732 Ibs.per [ Governs Unit Seismic Lateral Load, USLL = L*pst = 4240 Ibs.per [ Angle of End Anchor Strap, Asea, Radians 0.79 45 degrees Effect. End Soil Anchor Resist.., ELSAR @ Asa' = 2217 lbs. Building Weight Factor = 100% Foundation Friction Factor = 0.3011 Gravity Resistance, GR = Building WT * Friction Factor = 10836 lbs. OTM = Lateral Load*wht/2 30296 Ft-lbs RM = Building Wt*W/2 866903 Ft-lbs Factor of Safety = RM/OTM 29 No Uplift Anchors Required Use: (0) Anchors, Min. 3 of 3 PRINTED-10/3/2008 PF._)ABRICATED BUILDING - FOUNDATION 1, JIGN r IT PRE -FABRICATED BUILDING DESIGN - HERITAGE TYPE FOUNDATION CALCULATIONS Client: WILLIAMS SCOTSMAN Building #: BLZ-16901 Building Type: 30,50,11013,D,1.5 Date: 3-Oct-08 Client PO# - Fdn.Type: Perimeter Shearwall Pro'lect #: 0804 Task # 23.1 State(s). WA Port Townsend MODULAR BUILDINGS Table of Contents SIZE: 28x48 Office (2) 14X48 UNITS Cf �ir®r. 09/27/2009 1 of 3 PRINTED-10/3/2008 P i-\ .....m ABRICATED BUILDING - FOUNDATION U iIGN PRE -FABRICATED BUILDING DESIGN - HERITAGE TYPE FOUNDATION CALCULATIONS Client: WILLIAMS SCOTSMAN Building M BLZ-16901 Building: 28x48-OFFICE Date: 3-Oct-08 Client PO# - Fdn.Type: Perimeter Shearwall Prolect M 0804 Task # 23.1 State(s): WA Port Townsend I. DESIGN CRITERIA: Dead Load: Roof, RDL = Floor, FDL = Wall, WDL = Roof Live Load: Snow Load, RLL = Load Duration Factor, Cd = Floor Load: Uniform Floor Load, FLL = Concentrated Live Load, p = Partition, PDL = Wind Load: Basic Wind Speed, V = Building Classification: Category Wind Importance Factor, Iw = "a" Edge Pressure Distance = Roof Slope = 3 :12 = Edge Wind Pressure, Wep = Interior Wind Pressure, Wip = Average Wind Pressure, Wp = Exposure Category = B Exposure Factor, A _ Wind Topographic Factor, Kz = Design Wind Pressure, Pw = Wp*A*lw*Kz = Seismic: Total Weight, Wtot = Snow Load % Used in Seismic Design = Seismic Category = Mapped Spectral Accelerations, short periods, Ss = Site Coefficient, Fa = Design Spectral Response, SDS = 2/3*SMs = 9 psf 10 psf 8 psf 30 psf 1.15 % 50 psf 2000 lbs. 15 psf 110 mph 11 1.00 3.60 ft 14.04 Degrees 23.6 psf 15.7 psf 17.76 psf 1.00 1.00 17.8 psf 24.21 psf 0% IBC Table 1607.1 IBC Table 1607.1 ASCE 7 Figure 6-1 ASCE 7 Table 1-1 ASCE 7 Table 6-1 ASCE 7 Figure 6.2 ASCE 7 Figure 6.2 ASCE 7 Figure 6-2 ASCE 7 Section 6.5.6.1 ASCE 7 Section 6.5 IBC Section 1605.3.1 D IBC Table 1613.3(1) 1.267 Port Townsei IBC Figure 1615 1,00 IBC Table 1615.1.2(1) 1.00 IBC Equation 16-18 Response Modification Coefficient, R = 6.50 IBC Table 1617.6 Shortest Total Length of Shearwall, Iswt = 13.83 ft. Area, Ab = L*W = 1327.68 ft."2 Max. Element - Story Shear Ratio, r = 10/Iswt*.5 = 0.36 IBC Section 1617.2.2 Redundancy Factor, ps = 2-20/(r*Ab"(1/2)) = 1.00 IBC Equation 16-32 Total Shear, pst = ps*1.2*SDS*Wtot/(R*1.4) = 3.19 sf IBC Equation 16-49 Dimensions: Unit Length, L = 48 ft. Module Width, MW = 13.83 ft. Width, W = # Units = 2 27,66 ft. Wall Height, Wht = 1 9.00 ft. Roof .12�SIo e Height,.50 ft. Floor Hight above NG, Fht =3 80 inches 2,.46 ft Building Ht Coeff, Htc = Rht+W�ht+Fht '15 1.00 Clear Distance between supports, L2a = 82,98 inches Joist Overhang, L2b = 0.00 inches 2 of 3 PRINTED-10/3/2008 Ph— IABRICATED BUILDING - FOUNDATION G_.iIGN PRE -FABRICATED BUILDING DESIGN - HERITAGE TYPE FOUNDATION CALCULATIONS Client: WILLIAMS SCOTSMAN Building #: BLZ-16901 Building: 28x48-OFFICE Date: 3-Oct-08 Client PO# - Fdn.Type: Perimeter Shearwall Project #: 0804 Task # 23.1 State(s): WA Port Townsend II. FOUNDATION DESIGN A. Foundation Components Individual Bearing Pads - Precast Concrete Bearing Pads OR P.T. Wood Pads Width, wbp = 16 inches 12 Length, Ibp = 16 inches 24 Minimum Bearing Area, BA = 256 Sq. Inches 288 Allowable Soil Bearing Pressure, [Class 4] Q = 1500 psf. By Others IBC-T.18.4.2 Allowable Load, Pbp = (BA)/144*Q = 2667 pounds Anchors - Single or Double Helix Auger' Type OR Cross -Drive W/Stabily Plate Allowable Anchor Capacity, Anchc = 3150 lbs. B. Exterior Pad: Floor and Roof Loads: Exterior Pads Required, Epr = 1 pad Allowable Load, Pfla = 2667 lbs. Exterior Uniform Floor Load, ufll = (FLL+FDL)MW/4+(RLL+RDL)*MW/2+Wht* 549 lb/ft. Max. Pad Spacing, Mps = Pfla/ufll = 4.86 ft. Use: (11) 16-inch x 16-inch pad @ 4.86-ft o.c. supporting exterior wall. C. Interior Pads Floor Loads: Interior Pads Required, Ipr = 1 pad Allowable Load, Pfla = 2667 lbs. Interior Uniform Floor Load, ifll = (FLL+FDL)*MW/2 = 415 Ib/ft. Max. Pad Spacing, Mps = Pfla/ifll = 6.43 ft. Use: (9) 16-inch x 16-inch pad @ 6.42-ft o.c. supporting interior floor supports. D. Column Pad: Roof Loads: Column Pads Required, Cpr = 1 pads Allowable Load, Prla = 2667 lbs. Mateline Roof Beams Uniform Roof Load, mbrl = (RLL+RDL)*MW = 539 lb/ft. Effective Mateline Beam Span, Mps = Pfla/mbrl = 4.94 ft. Use: (1) 16-inch x 16-inch pad for every 4.94-ft effective Mateline Beam Span„ E. Lateral Design 1. Longitudinal Walls (Anchors on Front & Back, Long Walls) Unit Wind Load, UWL = (Wht+Rht+Fht/2)*Pw*L= Unit Seismic Load,USL = W*pst = Angle of Anchor Strap, Asa, Radians Effective Soil Anchor Resistance, ESAR @ Asa' _ Building Weight = Building Weight Factor = Foundation Friction Factor = Gravity Resistance, GR = Building WT * Friction Factor = OTM = Lateral Load*wht/2 RM = Building Wt*W/2 Factor of Safety = RM/OTM 10 Use: (3) Anchors, Min. 2. Lateral Walls (Anchors on End, Short Walls) Unit Wind Load, UWL = (Wht+RhtFht/2)*Pw = Unit Seismic Lateral Load, USLL = L*pst = Angle of End Anchor Strap, Asea, Radians Effect. End Soil Anchor Resist.., ELSAR @ Asa' _ Building Weight Factor = Foundation Friction Factor = Gravity Resistance, GR = Building WT * Friction Factor = OTM = Lateral Load*wht/2 RM = Building Wt*W/2 Factor of Safety = RM/OTM 29 Use: (0) Anchors, Min. PADS Eff Span 5 � 24.00 .....................�� 11683lbs Governs 4240 lbs 0.79 45 degrees 2228 lbs. 36121 lbs 50% 0.40, 7224 lbs. 52574 Ft-lbs 499553 Ft-lbs No Uplift Anchors Required 6732 Ibs.per [ Governs 4240 Ibs.per [ 0.79 45 degrees 2217 lbs. 100% 0.30 10836 lbs. 30296 Ft-lbs 866903 Ft-lbs No Uplift Anchors Required 3 of 3 PRINTED-10/3/2008 90OZ NVWUOOS SHVMWO PUV V4 w) WA v yq s 10 D s EF m c D fl Asa NMOHS SV I VM*M I SOOZ/+0/01 7WOS 'ON MO 3LV0 CAA NOI"aNnOJ 8,v inooN S31ON/NVId VA 'atMMOAI JAOa HaINSO S,HOIISIA u0-,gz '5 0 0 ku Ln 0 (D < ILI 0 ry u Cf) n 0 cz Q 0 cn < a- " z u " >,u C) 0 - I -/ Q < lu C) 0 F -, 2! 7 N 'Zo U C) p a- D 0 Z U -:i 0 z 2� < u < 0 0 E < 2 o SD C) 00 0 < < 0 E�i 13 !Q 1. 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AS 5 SCOTSMAN Modular Buildings And More. CWLLIAMS SCOTSMAN 200E as ,. M aaM � eK>� m azn www.wilacot.cam PA xoaww.a NApR AWECR ium Dav,i e=an n w sabre (zoa> zee-ieu <wm) Asa-oeoe Page I of 1 Scottie Foster From: Rick Taylor Sent: Monday October 06, 2008 048 AM To: I sdyantze@Wiliscot.com' Cc: Bob LaCroix; Catherine McNabb; Scottie Foster Subject: Modular foundation details Hello Steve, Would you please send to the City of Port Townsend Development Services Department, at 250 Madison Street, Suite 3, Port Townsend. 98368, the modular foundation details with the engineer's wet stamp on it for the file and to make it as easy as possible would you write on it BLD0B-208. Thank you, Rick Taylor I W63009 Subject: Date: PTMC: Development Services Director's Interpretation Zero Side Setback for Modular Building in P-I zone October 6, 2008 17.24.03 0 Issue Description: On September 30 2008 the Development Services Department received building permit l LD08-208 for the foundation of a modular° office building to be used by the Chamber of Commerce. The proposed location is an existing parking lot near the southeast corner of 121h and Landes Streets currently zoned P-I. The proposal is to place the side of the building next to the south property line (i.e. zero setback) to match the location of the Park and Ride bus shelter east of the property. PTMC 17.24.030 specifies the following minimum setbacks for the P-I zone: 20 feet in the front, 10 feet in the rear, and 10 feet on the sides, except none when the property is contiguous with a mixed use or commercial zoning district. Contiguous is defined in PTMC 17.08 as "laavhj ! a common border ivith but not ,s°epeir°at eO-o r such common border by a public rMighl-of-, wqy." "l°he Safeway property across 12"' Street is zoned C-11, but is not contiguous as it is located across 12"' Street. According to P-1 zoning, if 12"' Street is considered the "side" of the building, it would need to be located a minimum of 10 feet from the property line. Director's Interpretation: When the Park and Ride bus shelters were constructed in 1994, that property as well as the subject property were zoned C-II. (See attached zoning map dated April 4, 1991.) Consistent with the C-II zone, the Park and Ride facilities were designed and constructed on the site to maximize efficient public use. This included the construction of the shelters and waiting areas within 10 feet of the property line as P,rMC 17.20 in 1994 allowed (and still allows) structures to be placed without any minimum setbacks unless the property is contiguous with a residential zone. The subject property is not contiguous with a residential zone as the R-III zone to the west is across Landes Street. Between 1994 and 1997, the subject property's zoning was changedto P-I and the Park and Ride zoning was changed to P/OS. In order to best serve the public, new uses (such as the Chamber of Commerce building) need to be integrated with the Park and Ride's preexisting facilities. In this case, due to the location of the prior improvements, a strict application of the P-1 zone's nnininjum setbacks would serve no useful purpose and would hinder the safe operation and use of the facility. The Director finds allowing the building to be established with a zero setback on the south side, matching the location to the pre-existing Park and Ride bus shelter, would be in the public interest and be consistent with the spirit and intent of the Code. Richard Sepler, A CP Actin . Dire ctor ector Date Development Services Department S"9"n', p ray n STATE OF WASHINGTON - Department of Labor and Industries FACTORY ASSEMBLED STRUCTURES P.O. Box 44430, Olympia, Washington 98504-4430 Web Site www.ini.wa.gov/tradeslicensing/factory assembled structures/ 28-Aug-08 To- City of Port Townsend 181 Quincy St. STE 301A Port Townsend, WA 98368 Attn: Building Official Re: Modular Building Site location: 250 Madison Street Port Townsend, WA 98368 This letter is to inform your department of a modular building being shipped to the address above. Enclosed is a copy of the Department of Labor and Industries, Factory Assembled Structures Section approved plans for your use. Attached is a list of items that will require review, inspection and approval by City of Port Townsend. BLAZER INDUSTRIES is the manufacturer, they may be contacted at 503-749-1900. The Department of Labor and Industries, Factory Assembled Structures Section has informed the manufacturer that permits, review and inspection of on site construction, conditions and completion of the building will be required by the City of Port Townsend. If you have any questions or concerns please feel free to contact me. Craig Sedlacek Plans Examiner WA State Dept of Labor & Industries (360) 902-5297 Sedc235@lni.wa.gov �......���� SEf Departirlent of Labi,,)r and, �qqyptries Factory Assembled Smict6' PO Box 44430 Olympia WA 98504-4430 NOTIFICATION TO LOCAL ENFORCEMENT AGENCY www.wa.i!ov/lni/FAS/ (case sensitive) The Factorv-Built unit identified below requires completion work at the site as specified. Visitor's Center 250 Madison Street IM106 8/12/2008 Blazer lazer Industries, Inc, no. cpl. senai no. 08 16901 -01 & 02 1 �Ily 115taW k�oulny 11111ofte 1111111ner Port Townsend WA 98368 Jefferson Installation site is in: City 11 County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE 'BUILDING DEPARTMENT ELECTRICAL DEPARTMENT www.wabo.org/ www.wa.gov/lni/electrical/ INSERT NAME AND ADDRESS IN SHADED AREA INSERT NAME AND ADDRESS IN SHADED AREA :To: To: City of Port Townsend 181 Quincy St. STE 301 Port Townsend, WA. 98368 Insulation, ridgevent & vapor barrier @ marriage line Plumbing connection to service Water heater pressure relief valve termination Midspan floor support required. Installation of Siding at Endwalls On Site L�,444. U:4` Ne'tag4°', , mm, C', , "pircqJc, A),jo km o-jPQA,$"-qy4 L& I Electrical 1605 East Front St., Suite C Port Angeles, WA 98362-4628 Electrical service connection 4/4 �a,50A is ley turs name (prinutyp I' nione: (ziurn to:) m) manwacturer's name (prinutype) Blazer Industries, Inc. Office I= oY 40,Date/ urer's signature Ulm —T11 AA5 mu) VL�A? I ONLY F623-013-000 (PDF) notification to local enforcement agency 11-00 imytipa 0111ce Electrical section Inspector Building department Customer Pagel of 3 Scottie Foster From: Tom Aumock [taumock@cablespeed.com] Sent: Tuesday, October 07, 2008 7:17 PM To: Scottie Foster Subject: Re: CHAMBER OFFICE BLDG. Hi, and thank you for the update. The change in distance still qualifies the center for fire protection water supply via fire hydrant, proximity compliance with the IFC for fire protection. Regards, Tom Aumock Consulting Fire Code Inspector East Jefferson Fire & Rescue ----- Original Message ----- From: Scottie Foster To: Tom Aumock Sent: Tuesday, October 07, 2008 9:24 AM Subject: RE: CHAMBER OFFICE BLDG. Tom, Just an FYI. You know that the building is now going to be located over by the bus turn around; not over in the far corner as originally planned. Putting the "Information Office" over on the far end of the parking lot was a dumb idea from the get go! I will put a copy of this correspondence in the file. SF From: Tom Aumock [mailto:taumock@cablespeed.com] Sent: Tuesday, October 07, 2008 9:02 AM To: Scottie Foster Subject: Re: CHAMBER OFFICE BLDG. 10/10/2008 Page 2 of 3 Hi Scottie! I do not normally review an L & I structure, unless the structure is to contain a solid -fueled heating appliance, or there is an owner request for fire code inspection. The existing fire hydrant at the corner of Landes and 12th Streets has the proximity, and water flow for the structure to meet the Fire Code fire protection requirements. Please copy this email to the file so as to note the fire protection compliance finding. Regards, Tom Aumock Consulting Fire Code Inspector East Jefferson Fire & Rescue ----- Original Message ----- From: Scottie Foster To: Tom Aumock Cc: Suzanne Wassmer ; Rick Taylor Sent: Monday, October 06, 2008 2:10 PM Subject: CHAMBER OFFICE BLDG. Tom, Do you need to review any part of the new Chamber building that is going into the Park & Ride parking lot across from Safeway? The building is a modular and has been permitted by L&I. Rick Taylor is reviewing the foundation permit application now. PW has reviewed and issued the MIP for the utilities hook-ups. Let me know. Scottie Foster Administrative Assistant Development Services Department 10/10/2008 Page 3 of 3 360-344-3057 10/10/2008 Pagel of 2 Scottie Foster From: Tom Aumock [taumock@cablespeed.com] Sent: Tuesday, October 07, 2008 9:02 AM To: Scottie Foster Subject: Re: CHAMBER OFFICE BLDG. Hi Scottie! I do not normally review an L & I structure, unless the structure is to contain a solid -fueled heating appliance, or there is an owner request for fire code inspection. The existing fire hydrant at the corner of Landes and 12th Streets has the proximity, and water flow for the structure to meet the Fire Code fire protection requirements. Please copy this email to the file so as to note the fire protection compliance finding. Regards, Tom Aumock Consulting Fire Code Inspector East Jefferson Fire & Rescue ----- Original Message ----- From: Scottie Foster To: Tom Aumock Cc: Suzanne Wassmer ; Rick Taylor Sent: Monday, October 06, 2008 2:10 PM Subject: CHAMBER OFFICE BLDG. Tom, Do you need to review any part of the new Chamber building that is going into the Park & Ride parking lot across from Safeway? The building is a modular and has been permitted by L&I. Rick Taylor is reviewing the foundation permit application now. PW has reviewed and issued the MIP for the utilities hook-ups. 10/10/2008 Page 2 of 2 Let me know. Scottie Foster Administrative Assistant Development Services Department 360-344-3057 10/ 10/2008 Pagel of 2 Scottie Foster From: Scottie Foster Sent: Tuesday, September 30, 2008 12:55 PM To: Bob LaCroix Cc: Rick Taylor; Suzanne Wassmer Subject: CHAMBER OF COMMERCE BLDG. FOUNDATION a I have the Building Permit application (BLD08-208) for the Chamber of Commerce modular bldg. foundation ready to go to Rick Taylor for plan review but still need two items from you: 1. The site plan 2. Who is going to be the contractor for the foundation? You list the Heritage Modular Company. Are they putting in the foundation or just placing the building on the site? Also, I do not see a Business License for Heritage Modular. They will need one before the permit can be issued. We can get started on plan review but will need these items as quickly as you can get them to us. Thank you, Scottie Foster Administrative Assistant Development Services Department 10/10/2008 Page 2 of 2 360-344-3057 10/ 10/2008 Scottie Foster From: Bob LaCroix Sent: Monday, October 06, 2008 8:43 AM To: Rick Taylor Cc: Scottie Foster Subject: FW: Port Townsend Foundation Detail Attachments: 0804.23.01.2-28x48-MOD-FDN-HMdwg.pdf; 0804.23.1-Calcs-Heritage.pdf F 0804.23.01.2 0804.23.1-C 8-MOD-FDN-h-Heritage. pdf -----Original Message ----- From: Yantzer, Steve D. [mailto:sdyantze@Willscot.com] Sent: Monday, October 06, 2008 7:52 AM To: Bob LaCroix Cc: Catherine McNabb Subject: Port Townsend Foundation Detail Good Morning Bob, I'm forwarding the updated engineered foundation design that will be used for the new Visitors Center. I apologize about the confusion surrounding this detail and hope this helps to finalize the permit part of this structure. This design is our standard KCDA pony wall system that offers the strongest alternative to a concrete stem wall system. The installer has been copied and we should be on track to see this installed this week. Please let me know if you see any issues or delays this may cause so we can adjust our schedule if need be. Thank you, Steve Yantzer Sr. Account Manager Williams Scotsman Ph. 206-246-1623 Ext #49422 Fax. 206-246-4207 NMOHS SV I t CZ poRG poOZ/00/OL NOI-LV(]Nno_q MV-ln(3ovy S31ON/NV-mm I,d VA aNSSNOMI J.HOd MINSO SMOUSIA LJ c 1 5 1131, .1 " Ix Cry LLJ In ri- UJ z z FZ :D 0 W z Fi I'd y. Id X CIL L.J m 4.1 0 lj In -1 4J If! In ri (,f f In If, lt I,_- n, Ifl HI Ll 1A D rd f fn' n p Ij i. if, 0 0 n- ID If"t V �v -v pi n n( h I tSl nF j fy In In Ifl o I Irl Ci A0 hd rj Cl q� C) U I D Io 4rr� u I fv, r� In Ir q) o I Ylli If) , 1,v ofQ j V iriC lX / ,II r i 11 IJ It 0 UO C,� < n n ° 0 b v, I IV J u. I lij n IV n/ o lrr L rNA U Iidii o i✓z ly V co C) In c w < 1 o I j 0 o > 1-1 If, rl orl �j 1- U 1 0 If) rv, .-,- , v 0 <r u io If; (,I 15 T R, 'N: . �d g m 4w w w M"'551 FiOZ � Y§°4510 �S Sw°f�l';� a� rrw I�I`v'%1iS.LOOS L... ......... rae U V NMOHS SV I"CZ'6080 800Z 40 OL �31tlJ5 ON �M4 �31tl0 �M❑ NOI1vONnod Nv-InOow S N M S11v130 VA 'ONBSNOMI 180d Li V 2I3,LN30 S,HOLISIA & z �Woge r � S DeVe% e17t SerViCeS 250 Madison Street, Suite 3 Port Townsend WA 98368 r q Phone: 360-379-5095 Fax: 360-344-4619 wu www.cityofpt.us Commercial Building Permit Application n Addition jE:t p Protect dress & Zoning District: Legal Description r Tax Block: Lot(s): Project Description:. M ➢ Applications accepted by mail must include a check for initial plan review fee of $150 ➢ See the "Commercial Building Permit Application Checklist' for details on plan submittal requirements. Property Owner: t Name: ,r Address: City/St/Zip,. 1120 e f T Phone:,.w. t Email - �- - Contact/Representative: Name: Avel-,., J /,,r C Address: Citv/St/Zi __—- 4r l ECG Email: Contractor: Name: t Address: City/St/Zip: All .. '- Phone: Email: State License #; r 067z E p &�01 City Business License : QO 11:7 9 1 Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: °" e- Project Valuation:: -L i Type: ..—,LLt. 1- Rating:. ildino Information (square feet): Restrooms:_.2— Deck(s): 3rd floor Storage: Basement: Is it finished? Yes No Other: New'g Addition ❑ Remodel/Repair ❑ Change of Use ❑ _. ............ Total Lot Coverage (Building Footprint) Square feet: % Impervious Surface: Square feet: I hereby certify that the information providem is c'r lUt am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: Signature: Date: o Exterior elevations (all four) with existing slope of the land in relation to all proposed structures I If architecturally designed, one set of plans must have an original signature I If engineered, one set of plans must have one original signature ti For new dwelling construction, Street & Utility or Minor Improvement application CITE' OF PORT TOWNSENI v DEVELOPMENT SERVICES DEPART IKNT s INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE I SPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION. IT NU " -" E SITE ADDRESS: w CONTACT PERSON: PHONE: TYPE OF INSPECTION: ❑ APPROVED ❑ APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection c) �� Inspector C_ ....... ....�. ... Date Acknowledgement Date ❑ NOT APPROVED Call for re -inspection before proceedie z� t , Approvedplans andpermit card must be on -site and available at time of inspection. A re -inspection fee may be assessed ii 'work is not ready for inspection. ?oAT CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: Z PERMIT NUMBER: J. SITE ADDRESS: 's T)?_ r-6., 7-/ 0`4 A, I tZ _ - CONTACT PERSON: pll� o"t, PHONE: TYPE OF INSPECTION: 0 APPROVED 0 APPROVED WITH 0 NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be. for, re-inspection before checked at next inspection Lo 1/Dz Inspector ate Acknowledgerwit Date Approvedplans andpermit card must be on -site and available at time of'inspection. A re -inspection fee may be assessed if work is not ready for inspection. E VORT CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want the inspection. For Monday inspections, call by 3:00 PM Friday. PERMIT NUMBER • DATE OF INSPECTION..a l" •� .. �.... . SITE ADDRESS: 4'f � PROJECT NAMECONTRACTOR:.. _........ _..._.... _....... CONTACT PERSON: PHONE: TYPE OF INSPECTION: _ a I�hIQI'Ei'I ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS q .4 Ok to Pl at next Corrections will be Call for re - inspection before f-.. inspectioni . Inspector ... MMe�m._' . �� a .... Date � Approved plans and permit card must be on -site and available at time of inspection. A re -inspection fee may be assessed if work is not ready for inspection. Inspection Report Project w " Permit # IY2T P° g � 3 P z City of Port Townsend Development Services Department BUILDING ADDRESS APPLICATION Name of Property owner: 'GC AJ � t� *,—r - ..a _ ,_....m...... Mailing Address: L a,CM IO l�)ir•eeti��rAs to tl�� Nt'r-o �+�t•t. �lr�lw vit NDDVXSS N NUMBER: SHOULD BE EVE 440 12TH if this is a new ADU, has a building permit been applied for? Yes No Date: GPrT-t 4 Notes: !.J Oki PT_ A HOUSE NUMBER ASSIGNED: Date of Approval: 6/ o),Ip�U e W-0, Application Fee Received ($3.00, TC 2200) Date: a7A_I fr-0_ 1 Copy to: ❑ Finance ❑ Fire Dept ❑ Post Office ❑ Sheriff ❑ Police (Lyn) ❑ GIS ❑ Public Works [J DSD database ❑ Assessor's Office For address changes: ❑ Qwest Address Management Center -- 206-504- t 534 am P_1DSDTorms\Building Forms\Applfcation-Address Number_doc ; 6i2/06 IS S3NIVH I IV CD a woommo.mmimmamc IS S3GNV-1 w 77 M m CD CD IMMOINME u + VORr1 ;=01Development Services Director's Interpretation Subject: Zero Side Setback for Modular Building in P-I zone Date: October 6, 2008 PTMC: 17.24.03 0 Issue Description: On September 30, 2008.the Development Services Department received building permit BLD08-208 for the foundation of a modular office building to be used by the Chamber of Commerce. The proposed location is an existing parking lot near the southeast corner of 12"' and Landes Streets currently zoned P-1. The proposal is to place the side of the building next to the south property line (i.e. zero setback) to match the location of the Park and Ride bus shelter east of the property. PTMC 17.24.030 specifies the following minimum setbacks for the P-I zone: 20 feet in the front, 10 feet in the rear, and 10 feet on the sides, except none when the property is contiguous with a mixed use or commercial zoning district. Contiguous is defined in PTMC 17.08 as "having a common border vwith but not ,separated fi°orn such common border by a public right-gl4aY." The Safeway property across 12"' Street is zoned C-11, but is not contiguous as it is located across 12t" Street. According, to P-1 zoning, if 12'h Street is considered the `side" of the building, it would need to be located a minimum of 10 feet from the property line. Director's Interpretation: When the Park and Ride bus shelters were constructed in 1994, that property as well as the subject property were zoned C-II. (See attached zoning map dated April 4, 1991.) Consistent with the C-II zone, the Park and Ride facilities were designed and constructed on the site to maximize efficient public use. This included the construction of the shelters and waiting areas within 10 feet of the property line as PTMC 17.20 in 1994 allowed (and still allows) structures to be placed without any minimum setbacks unless the property is contiguous with a residential zone. The subject property is not contiguous with a residential zone as the R-II1 zone to the west is across Landes Street. Between 1994 and 1997, the subject property's zoning was changed to P-I and the Park and Ride zoning was changed to P/OS. In order to best serve the public, new uses (such as the Chamber of Commerce building) need to be integrated with the Park and Ride's preexisting facilities. In this case. due to the location of the prior improvements, a strict application of the P-I zone's minimum setbacks would serve no useful purpose and would hinder the safe operation and use of the facility. The Director finds allowing the building to be established with a zero setback on the south side, matching - the location to the pre-existing Park and Ride bus shelter, would be in the public interest and be consistent with the spirit and intent of the Code. $A�( . Richard Sepler, P, Acting Director Date Development Services Department r, : VI di IMAM m OEM 99MVWOUSNIvI01 160ci iW4 CANI 2.72rO�d AMUS WiAll WL �iOilgl/\ MIN 9N19 ONVH')IN Wld IiIG :39*63HH09 JO �OGWVHD id 0 X 0 > >0 CL aQ < > CL :;r i2 0 LLI 1) D- ki) lu �l < 43 z I-- U D C) � < ju -1 Lu uj S9 �; D- ;CL J uj n o N OIL KTU 'u CENTERLINE LANDE5 5TREET ........... . .......... 4 ...................... fW tu Lu X :71 LLI IL w LL Eli Zul CL s:�� f U,j kD cy- ju— UA LLJ v Uj - ui UA tu tu— LLJ 77 LL ]< < LLJ < K LLJ < —1 LU —1 OL :r Q- ......... . 0 kn IL Lu A LLJ Q:z NEH AkD.A (�j PARKING D- ED wfm X w� :C NEKADA PARKING NEW AD.A PARKING NEHAD.A A\ PARKING -07]6�tj 0 J CL F- 0 0 X UJ x LU Ul U-1 ui PROPOSAL TO: CITY OF PORT TOWNSEND FROM: MWM CONSTRUCTION CO. DATE: 8-26-08 PROJECT: VISITOR CENTOR My proposal includes the following: Utility Extension: Mobilization Sawcut Export asphalt Export trench spoils Trenching and sewer/water/conduit Installation and backfill/compaction Backfill material Clean-up/demobilize. TOTAL TAX Total Electrical extension 200amp feeder 2-pull ropes Tele conduit Cable conduit Asphalt Patch 2" asphalt 800 sq. ft. Max. $ 1500.00 749.00 850.00 750.00 8360.00 1140.00 850.00 $ .1 4,199.00 11 2.72 1-5,391.00 3,036.00 29770.84 W Add $ 3.35 per sq. ft. for Additional patch. Based on $209.00 per Ton. Concrete Curb. Field Supervision Total................................................ GRAND TOTAL $ 19245.00 4,325.00 $ 26,768.56 4,818.00 $ 319586.56 o va n�6�oaa «naenm a --- g9G8b dM '©N36NM01 1230ci � � 0606-615 (09� 3NOHd 89S8bbM'aN3SNMOl �Od O �N i 1332LL521OlAb'16I1 '. 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V) m V) (Y) v LO co OL x (6 (6 r,- LO ea CY) 6c# Cri w 64 te, (0 a) .0 a) (D a) a) (D E E E E cu (a CL x a UUUUU UU UUUU w 0 Cl U) a CD, � C) co cn q q " 0? 9 Oro C) 9 114: m (n C) CO LO CD 0 LO U) co M MI— CO CN C4 'T V-- C4 V-- r r r co M LO m 6% ca (6 0 CO M17 Cq L6 (6 CA 60, 6ok CV) 6% ER to� < 0 OL 0 LL m .0 m 0) CD > C (D w ai D x c E! 0E) C: 0) 4) Aa CU CUE MD CAM cL CU X CL 12 W :3 :3 > r o -E0 0 r cD o -0 -0 E E E (D 'CU a 'a) 'a) CD a) (D 0 (D -0 co d- < m X --) x m of . . ..... . 7!7� co 'a '0 CDC C C (D a) m E m m E E w ca c c M E E M 0 0 — — 0 0 0 0 0 9 tf 0 U) 0 0 U) U) 0 U) U) t: 0 w w 0 0 0 0 E E .LU T 10 6 0 a L) cu M 0, 0 E L—I 3:1�e 6 5 M OIERW113:j� (.)I 4t 0 (Yi 1A AA 0 TV9TV June 17, 2008 Tow nsend Quote for 28x48 Modular Visitors Center Attn: Ms Catherine McNabb Prepared By: Steve Yant eer, Account Manager 8 Modular Etu##dC PT Skirting Paq� Yw i h Ve with Vents 8� corners _��_._-�� 1 1 New Washington State Electrical Code Review 1 'l"�'pitl'ipns. All it itIons as Listed on �laec�c itlon D8038 Ext. Boar', Simpson 7501 Stain Grade Hemlock. IT 1 Remove Interior Wall', Add for Acc-Door mml""inish �1 "I`TP Seam�_.�.... _ s on Site after Installation .._..�_.. 1 Add for 16 Roof Ov mr,S " erhang, A11 Sides of Structure 1 Add 10'Wide Dormer Gable Center Over Entry .... Add 20 Am Dedicated Receptacle 1 Add J-Box an Iapwa d pyr n 6 _�....�..�..� _.�_W.._.._..,...._...�mm._._...a_.._-... 10-Lf of Base Cabinets with 4-Drawer Stack ...��.....M�... 1 °µ to Endwa#ls .w._. -. .,Yl Windows, Three . 1 Windows to16 x 4/6 Vertical Slide ° - with Blinds �.- 8 D'P cede to Standing Seam Metal Vs Pabcp_ T Upgrade Sidingmto Detail A4._ 1 SaundMaster 8 Accordion Wall Deliver to Port Townsend, Extra Mileage 100 install on PT Pony Wall FoundationSystem Block Between Base Pads for On -Grade_ Set 1 _ w. de Coordination and ° ._ . ui� _ S° Receive Buildings 1 Travel andPer-DiemChange for Install 1 Class ""A"" Performan a Bond Cost Et�ised on Purchase Bond Cast for first $100,000 _0_19.$0/M _._. 1db Bond Cost for Second $406,000. @ 15.00//M 4 H $ 108,950 00 mmIncluded 350.00 206.25 52.50 lnciuded 1,675 00 76.00 1. 4 2o.ao 6,60_6.00 6,140.00 15.00 Included Inc.o- d lude tall: ,clude ' 19.50 15.00 $108,950.00 Included $ 350.00 Included Included Included Included 665.00 zo6.z 315.00 $ 608.00 $ 4,120.00 8,606.00 $ - 6,140.00 $ 1,500.00 Included 950.00 675.00 clude Washington State ff,.,_, � tration f ricin Des rip me#ude°a � Iicable KCDA adores ax des call KCDA for fee schedule. -... Pricing n does not in Price ein9 flat levell and truck accessible. Groin _pact_ n toW 00 Psf. based on site d cpm �._All utilities � customer. (i.e. water, sewer, electrical) �. All p connections „ � m .. _ _.. b customer. All permits to connections from floor Dist to service connection �r N m bottom of � I b customer. oundationtbas�ed_.pt wood Pony wall set at grade,} upgrades will be negotiated ACiA Deck and Ramp'baed on 10x10 # riding w/28' offset ramp installed lthan 30" from utibsrial site conditio ns di cus,,�ed will require review for additional costs or special reuirernr- shed iinter uor I#ocirin la ¢-ustorner onee bati#diin is instalie-d e v r'� an eirBond do of i �duded _se rice but can be added at bonds^d rate for in b� # e base quote and wili need more discussion to determinescope... d ap uc uii 'o Sri' nJ gist with best r q aK ir�tr r' pie i ri troard�I I tiii r l eCc usromeu to site install skirtinNq battons once buildinci is icisfaHerd�, MEMO department of public works June 19, 2008 TO: File FROM: Catherine McNabb 379-5089 SUBJECT: Prevailing Wages Visitor's Center On Wednesday, June 18, 2008 I called Laura Herman, an Industrial Relations Specialist for the Department of Labor and Industries Prevailing Wage division. I called to get the department's opinion on whether prevailing wages needed to be paid on the portions of the project that were paid for with private funds. Installation of Utilities — The Chamber of Commerce installed water, sewer, phone, cable and electricity to the building. This was done independent of the City and before the City signed an agreement with the Chamber or provided any financial support. It was Laura Herman's opinion that in this instance since no public monies were used prevailing wages would not need to be paid. Modular Building — The City of Port Townsend agreed to purchase and install a modular building when no suitable donated or used building could be located. The City used its interlocal purchasing agreement to "piggyback" off of KCDA's modular building contract. KCDA requires that the vendor pay prevailing wage and file an Intent to Pay Prevailing Wage and an Affidavit of Wages paid forms for the construction, transporting and assembly of the building and any necessary site work. The cost of this portion of the project along with some minor site work and permits will be borne by the City. It is understood any of this work will require prevailing wage. This is also the portion of the project covered by the CTED grant. Tenant Improvements — Once the installation of the building is complete the Chamber will incur the costs of the tenant improvements such as the handicap ramp, decking and carpeting. It is the opinion of Laura Herman that as long as a lease agreement is in place and the City's portion of the installation is complete, prevailing wages will not have to be paid on these tenant improvements. Since the Chamber will be responsible for these improvements and no City or grant funds will be used for these improvements, prevailing wages are not required. \\Cityhall\Home\cmcnabb\Projects\Modular Bldg\prevailing wages.doc Visitor's Center Modular Building Minutes Tuesday, May 27, 2008 Meeting began at 12:30 pm. Those in attendance were: Mike Mullin, Richard Berg, Kim Jons, Jennifer MacGillonie, Steve Yantzer, Ryan Anderson, Susan Grantham, Tim Caldwell & Catherine McNabb All decisions were on a consensus basis and subject to final budget restraints and Council approval. Interior Configuration: 1. A header will be built with an accordion panel rather than a hard wall between the reception area and the meeting room. This will allow for a larger lobby during the high season and festival weekends. It also can be closed to provide meeting space. 2. The door in storage room was moved to the corner closest to the reception area. 3. In the standard specifications there are 21 electrical outlets plus 3 GFI and 4 communication drops. There may be more communication drops added before the final plans are drawn up. 4. Steve will price an 8' base cabinet for the storage room. Interior Finishes: 1. The interior walls are tape and texture with paint. Paint colors may be chosen before the final plans go to the manufacturer. The restrooms are tape, texture paint with a laminate wainscot. 2. Floor covering (other than restroom) — carpet will be a separate contract to be provided by a local contractor if possible. Restrooms will have sheet vinyl provided by factory. Outside Configuration: 1. Elevation — Richard Berg will provide Steve Yantzer a set of drawings. Steve will get prices for the standard package Option A and an enhanced package Option B. 2. Ramps — A metal ramp was chosen over wood due to maintenance concerns. Richard will provide Steve with a drawing for an alternate design for the ramp railings. 3. The vendor will not provide the outside hose bib. Outside Finishes: 1. Roof — Option B will include a standing seam metal roof to mimic the Park and Ride building's roof. 2. Building Finish — Option A includes a higher end T-1 11 Package with 8" grooves. Option B will have Hardy lap siding 3. Windows — There are 10 exterior no interior windows. Option A has vinyl horizontal sliders while Option B has double hung windows. 4. Deck — Due to maintenance costs, the deck was ruled out but a small porch at the entry was added. Richard will send drawings of all the changes and the Option B choices to Steve Yantzer by Thursday. Steve will have quotes, with line items, for both options by Friday. Pagel of Catherine McNabb From: Stripp, Becky [becky@kcda.org] Sent: Friday, June 06, 2008 9:45 AM To: Catherine McNabb Subject: RE: Order Placement If you require a performance bond, be sure to tell Williams Scotsman because there will be a charge for that. They can just add it to your quote. It usually is around 2% but goes down on a graduating scale. But they can tell you exactly how much it's going to be. As an aside, there is no KCDA fee on the bond so when you are cutting your PO, you can leave off the bond amount to figure the service fee. I usually show it as a separate line item on our invoice to you. VIFT-1- 111 C-dW#-7T-drTC--99all M51-7-7n.— -1 L111--L-so MEFnn get trial Tor you, They are pretty good about getting those to you but if it's on your PO, they will see it right away and I will remember to mention it to them when I'm issuing my PO to them. TUVA-fi—oRFs a one year (to be extended) Contract wiffi-TY-iff-ia-m--s-Scotsman that covers all at our members ne—e7s for that particular year. The reason we don't ask for a bond in the bid is because we really have no idea how much we are going to be spending during the contract period so we don't know how much to ask for. It'sthe same with the Insurance Certificate. We ask for a general certificate but can't put individual members on it until we know who is going to be using our contract for that year. Becl<y Str#, PLH-6110shiq Agent I(CbA Puri-61,msinq Cooperafive 18639 80fli Ave, S. Kent, Wa, 98032 Phl 4.25 251-8115 ext'. 1,30 Fax 253-395-5402 bstripp@kcda.or_q www.1kcda.,01r9 From: Catherine McNabb [mailto:cmcnabb@cityofpt.us] Sent: Friday, June 06, 2008 9:30 AM To: Stripp, Becky Subject: RE: Order Placement Good to know. I do require them on a project of this size. Even though most of it is to pay for the building, it is being installed by the vendor and that throws it into the public works arena. It does take a while for DOR release but that is usually because the contractor has not responded to DOR or owes 6/9/2008 Page 2 of 5 taxes. Do you handle the payment and performance bonds and insurance? Catherine McNabb City of Port Townsend Public Works 250 Madison St #2R Port Townsend, WA 98368 Telephone - 360-379-5089 FAX - 360-385-7675 From: Stripp, Becky [mai Ito: becky@ kcda.org] Sent: Friday, June 06, 2008 9:25 AM To: Catherine McNabb Subject: RE: Order Placement We do monitor it very closely. What I ask my vendors to do is send you one copy of the Intent and Affidavit and then copy me to make sure that it's been done. That way we both have one for our files. However, the one thing that we don't do is file a Notice of Completion with the Dept. of Revenue if release letters are required by you. Some of our members require them and some don't so if you do, after the Affidavit is received, you can file that yourself. That is why I wait at least 30 days after receipt of the Affidavit to contact you about the retainage. Sometimes those pesky release letters can take several months to get back from the State! Becky Stripp, Purchasing Agent KCbA Puirchosing Cooperative 18639 80th Ave. S. Kent, Wa. 98032 Plea. 45-251-8115 ext. 130 Fax 53-395-540 bst6pp lkcda oirg wwwAccl a„oirg From: Catherine McNabb [mailto:cmcnabb@cityofpt.us] Sent: Friday, June 06, 2008 9:15 AM To: Stripp, Becky Subject: RE: Order Placement I LOVE IT. You even take care of the Intent and all that! 6/9/2008 Page 3 of 5 CM Catherine McNabb City of Port Townsend Public Works 250 Madison St #2R Port Townsend, WA 98368 Telephone - 360-379-5089 FAX - 360-385-7675 From: Stripp, Becky [mailto:becky@kcda.org] Sent: Friday, June 06, 2008 9:03 AM To: Catherine McNabb Subject: RE: Order Placement 3) KCDA will make sure that an Intent to Pay Prevailing Wage has been filed with L&I and will then contact you to make sure that the job is completed satisfactorily. If so, we will pay Williams Scotsman for 95% of the project and invoice you for 95%. 4) After the Affidavit of Wages Paid has been filed, KCDA will wait approx. 30 days and then contact you tio, make sure that you have all the public works paperwork required to release the 5% retainage. If so, we will pay Williams Scotsman the final 5% and invoice you for the same. 761-7-6717CCTIMT, "17 le 11� nin6 sincelre already have a contract with Williams Scotsman on your behalf. if you need something in addition, that is something that will need to be worked out between yourselves and Williams Scotsman. Beck,y 5)tHpp, Pumhasinq Agent KCt,')A Pumhasing Coopera-ihve 18639 80-th Ave, 5. Kent % Wo, 98032 Ph. 425-251--8115 ext. 1,30 p:m`a x 2 5 3 395-54-02 b;str,ipp@kcda..- o - rg www.kcda.9r9 6/9/2008 Page 4 of 5 From: Catherine McNabb [mailto:cmcnabb@cityofpt.us] Sent: Friday, June 06, 2008 8:50 AM To: Stripp, Becky Cc: David Timmons Subject: RE: Order Placement So do we make the sales agreement through you or directly with W.S? Do we pay you then you pay WS? Some of the State contracts work that way and others we buy direct and are billed for the fee separately. Catherine McNabb City of Port Townsend Public Works 250 Madison St #2R Port Townsend, WA 98368 Telephone - 360-379-5089 FAX - 360-385-7675 From: Stripp, Becky [mailto:becky@kcda.org] Sent: Friday, June 06, 2008 7:30 AM To: Catherine McNabb Subject: RE: Order Placement Hello Catherine — all we need is a purchase order including the service fee made out to KCDA with the quote from Williams Scotsman attached. KCDA's fee structure for portables There is no sales tax on the fee and the tax on the building is whatever the local rate for the installation is. Let me know if you have any more questions. Becky Stripp, Purchasing Agent KCr)A Purchasing Cooperative 6/9/2008 Page 5 of 5 18639 80-th Ave. . Ken -it, Wo. 98032 Ph. 425-251-8115 ext. 130 Fax 253-395...5402 www*cdq.or From: Catherine McNabb [maiito:cmcnabb@cityofpt.us] Sent: Thursday, June 05, 2008 4:38 PM To: Stripp, Becky Subject: Order Placement Becky, We are almost ready to order a modified modular building from William Scotsman via the modular building contracts with KCDA. If there a contract form I get from you? I haven't ordered anything but office supplies through KCDA so I am not familiar with the procedure. cm Catherine McNabb City of Port Townsend Public Works 250 Madison St #2R Port Townsend, WA 98368 Telephone - 360-379-5089 FAX - 360-385-7675 6/9/2008 STATE OF WASHINGTON — KING COUNTY --ss. 190278 No. KING CO DIRECTORS ASSOC KCDA Affidavit of Publication The undersigned, on oath states that he is an authorized representative of The Daily Journal of Commerce, a daily newspaper, which newspaper is a legal newspaper of general circulation and it is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a daily newspaper in Seattle, King County, Washington, and it is now and during allof said time was printed in an office maintained at the aforesaid place of publication of this newspaper. The Daily Journal of Commerce was on the 12a` day of June, 1941, approved as a legal newspaper by the Superior Court of King County. The notice in the exact form annexed, was published in regular issues of The Daily Journal of Commerce, which was regularly distributed to its subscribers during the below stated period. The annexed notice, a BCSB:ADMIN SOFTWARE was published on 09/29/05 10/06/05 The amount of the fee charged for the foregoing publication is the sum of $ 248.20, which amount has been paid in full. t�ytkt1t$11111 t R A•r� Subscrib and s o t befor, , ne on 11STAftr 10/060"05 CP »�1» N Notary lrl c for the State o ashington, � , ` r scding in Seattle AN uwafi 1 1 i11ii11 `»'litat of Washington, King County " A Administrative n Software i ate: Nov. 4�r King County Directors. Ass+ociastion,, Purchasing Department Phone:425-251-5115, Notice to Bidders Sealed Bids will be receiva o «�« behalf of the Icing County D tore Association (KCDA) until„ , 110 P.M. EST, 1Frid November 4, 2005 For; A. Administrative Sof w ware, B. Furniture, C. IIVACa Equipment, D. Online Tkain-`! ing, B. Portable & Modulair Buildings, F. Sports & health" Equipment & Supplies, "technology Catalog. Each laid ,package consists ofthree parts: Part -•- Notice to Biddere�' and Terms and. Conditionj,"e (Same,for all hid' coixxmodl ties) Part B -.. Commod)ty specifications. Part C'--Bid Forms" All bids must be, submitted;,tgo Wilson Education Center, "iffhway 62, Charlestown, ;l"lJ 17111.-9400, in a sealed envelope marked "SEALED 'BID AB' #006,1" on the front -of the eriv p lope. Note. that bidders muelt, able to provide products and set,- ,I vices in a 22 state area including,wj Arkansas, Arizona, California? , Colorado, Indiana, Iowa, Kansas Kentucky, Michigan, Minnesotap,,� Missouri, Montana, Nebraska, r New Mexico, North Dakbtaw* Ohio, Oregon, Pennsylvania, Texas,'Virginia, Washington and', Wyomin& Bid documents may be obtained upon request by fax at 26 3.285. 5402, mail KCDA, PC9'Box 555 � Kent., WA 98064.5650, e-mail a'�± 7aerordowneb at kcda oraDora off. C 3A ressrvo reject ax�y or all Biinx partk to waive aor ix*re5ularitiss in aaccept tkae bids, wish in it' disoreti�xn, within state lewg' are for the best interest of KCId „ Bid' will be opened and publics road immedlately fel.lowing the deadline. Note that a vnluntary, kbid' cosxference will be held plxorxe for the lIv C l�quipmeixt,' el Contact Crag McICee via email 0" oraWOMO-Q or:r .for details. Dates of publication "the Seattle Dai Journal try' ,"'Commerce, geptemiter29, Clctolt 6, 2005. 1fill l9iN 7 ,�I cm' 00 14 "1 U, 011.1 E 10 O't, cai f'4 M, A 3 'a Od (6 (6 co o 0 cc 04 c'j to, U) 0 m m 2 cn !E- C.) sy (6 LL C.) 0 (13 0- C4 > 0 LO N Z U) 0 0 V) O < C) CITY OF PORT TONSEND Agenda Bill: 08-077 City Council Meeting Date: June 16, 2008 Agenda Item: VII.0 _X Regular Business Meeting Study Session Date Submitted: 6-11-08 Other: Department: Public Works Contact: Catherine McNabb Phone: 379-5047 ........................................................................................................... . SUBJECT: Authorizing the City Manager to enter into a purchase agreement with the Visitors Information Center and approve the additional amount necessary to complete the project from the capital bond funds in an amount not to exceed $46,000.00. .................................................................................... ..................... CATEGORY: X Consent Resolution Ordinance Staff Report —Business Proclamation ..Contract Approval FYI Other BUDGETIMPACT: Amount Budgeted: $100,000 Expenditure Amt: $146,000 Contingency Req'd: Supplemental Req'd. $46,000 Dept/Budget Code: 150-150 594.300.62 Ca ital Pro"ect Fund. ....................r.......w...........,..M.....:.:.......,... . .. ..,.,........#s....................,.......... .......... SUMMARY STATEMENT: The Chamber of Commerce is relocating the Visitor's Center to the Park and Ride location. The City has agreedto purchase the budding and pay for the permits and site preparations. The Chamber has agreed to provide certain. tenant improvements such as decking and Mooring The City has, an interlocal purchasing agreement with KCDA allow:nm,, the C,itV to piggy- back o.l`fboth smaller supply contracts and larger. capital parchasc�s amid p oj"L"s such a . modurlar, buildings. KCDA has already bid and executed these contracts using the �,°onsiderable �vej,^,vht oftheir purchasinp m�wer. 11:c, (`i W would like to pu;ch,"ase a a'xwrt.du,e. � nAh.Ba� .� k "ad-licl f° ee�Aeik u's.�" a.i+ im a.�y ��a d r t`°w ,p w:..dl."�`V, %,, Hfll��. kals tb� Nr t DA contract with th m I lie. price above ind tides 'W iIhains Scartsmrlan's quoted * pp rt." ,d l�„ .` .. �' ae,u l Wr"rm mom 1101, ,"' fUlN: The Supplemental amount is to ensure that the right unit is selected to -meet the long term needs of the VIC. This includes a conference room and extra office space for operations. ....................... .. .................................................0..........,.......... ATTACHMENTS:#Quote from Williams Scotsman ............................................................................................................ CITY COUNCIL COMMITTEE RECOMMENDATION .................................................................................................. RECOMMENDED ACTION: Move to authorize the City Manager to enter into a purchase agreement with the Visitors Information Center and approve the additional amount necessary to complete the project from the capital bond funds in an amount not to exceed $+ , .00.. ......................................................................................... ALTERNATIVES: Refer to staff or committee; delay action APPROVED FOR SUBMITTAL BY: Department Director or Name of Council Committee & Date of Motion City Manager City Attorney CffY CLERK'S USE ONLY COUNCIL ACTION TAKEN Resolution No. Continued to Ordinance No. Referred to Approved Failed Other: DISTRIBUTION AFTER COUNCIL ACTION �'} rn ',,I / MGODULApRGFO/R-: p — RICHARD BERG ARGHITEGT5, P.G. b, X NEW VISITOR'S GENTER 'POIII T ToMSEYLOR TREET — v, MAIN FLOOR PLAN PORT TOWN:�ND, � 98368 PHONE: C3b0) 379-8090 Fi1X: P3b0) 379�b92k — �. '.. PORT TOM5END, WA g836S rrcrierd�rcho dbergerchmects.can U r RESIDENCE FOR: BPtGK RICHARD BER& AR(HITECT5, P.G. FRONT ], S 114 TTOWENT PORTOK15W, WA 1165aD p yy STREET PHONE: (560) 519-MAO Fax: trot 9a rtchard®rlrherdbartrdber archtEects.com „ rn b PORT TOWN5END, WA 9836b W rn RE5I0ENGE FOR: RIGHARD BERG RRGNITEGTS, P.G. a m GL IT 719 TAYLOR STREET m LEFT ELEVATION FORT TOM5FO, KA 98368 A b STREET PHONE: (360) 319-ww FAX: (360)379-M24 - FORT TOWNSEND, M 95365 richarderichwcbergcrcMtects.cam b M RE/5�IDENGE FOR: /� 7� / / FRONT BACK RICHARD BERG ARGHITEGT5, P.G. CLIENT ELEVATI ON5 IIQ TAYL.OR STREET PORT TOVUJSEIA,, �s8 p 5TREET C{S36S FAX! (360) 37q 6324 rtcharde�kha abergorchtects.cun � PORT TOWNSEND, WA o M 0 RE5IDENCE FOR: RICHARD BERG ARGHITE( T5, P.G. �' I C pEVA/}I lig TAYLOR 5TREET rL I N LEFT ELEVATION PORT To"aeo, M g8368 -a q STREET Pr+ONE: 060) 37g-bOgO F (38o) 3748324 _ PORT TONN5END, NA ga3(95 richard®r cFardberga chitects.can 6