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HomeMy WebLinkAboutBLD08-186 (oversize drawings in storage)C[TY OF PORT TOWNSL- PERMtT ACTIVITY LOG PERMIT tf DATE RECEIVED. .. SCOPE OFWOP,K- .. . . .......... . . . . .......... . MEMO TO FILE, BLD08-186 (by J.McDonagh) April 5, 2010, 2 p.m.. Issue/Question: Met with Dana M. & Jim S. of the hospital today. They confirmed the hospital's intent to move forward on finishing the lower floor of McCarron's building at 915 Sheridan. The lower floor currently has 15 exam rooms. Their plans are to add 15 more. They wanted to know if the BP for these improvements was submitted, would the city approve of the parking that was available. Based on the proposed addition of 15 exam rooms, I explained the site would need 60 parking spaces maximum. The parking lot currently has 61 spaces. They also have 17 on -street spaces that were developed on 91" and Grant Streets, which would allow them to be deducted at a rate of 2-to-1 using the credits provided in 17.72.120 of the old parking code. Background: When 915 Sheridan was built in late 2004, and the parking code was different, the upper floor required 46 spaces and the lower floor (storage) required none. When the new parking code was adopted (Ordinance 2893, April 5, 2005), the second floor parking needs (DSHS) became exempt per PTMC 17.72.020(C). The parking code requirements for the site are based upon uses off the ground floor. Now that the ground floor is being developed with 30 exam rooms, the parking code requires a minimum of 2 and a maximum of 3 on -site spaces per exam room for a total of 60 spaces. Bicycle parking requirements also apply. Bottom lire*: 915 Sheridan met the parking code in effect at the time it was built and occupied with office (upper floor) and storage (ground floor) uses. 915 Sheridan also meets the current parking code (as amended by Ord. 2893), as the upper floor parking needs are exempt and the new proposed ground floor uses (30 exam rooms) only require 60 on -site spaces (the site has 61). The 60 space requirement could be further reduced through application of the credits provided in PTMC 17.72.120(C) to only require 36 on - site spaces. Footnotes: Dana & Jim mentioned that McCarron may be having difficulty in getting an architect to prepare the plans for the planned improvements. I explained that a licensed design professional would be required based on the size of the building (which I confirmed with Fred S. afterwards). They also suggested there may be difficulty with some portion of the mechanical part of the submittal. I also explained that I did not believe Fred would allow that as a deferred submittal any longer (which Fred also confirmed). I also strongly suggested that they, McCarron & DSHS work on their joint parking problems collectively by using TDM strategies that might get workers at the building to change how they get to and from, thereby freeing up spaces for customers. o ,ponT rod � City of Port Townsend Development Services Department 250 Madison Street, Suite 3 Port Townsend WA 98368 360-379-5095 Fax 360-344-4619 REVISION TO BUILDING PERMIT # (- -196Revision # OWNER: ,�° sP �� �'��' / �./'I'�/'% SITE ADDRESS: Total Value of Revision: $ Impervious Surface Change? 0 Yes No Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus any additional information that will be of assistance in issuing your revision. If your plans were stamped by a design professional, all revision submittals require a stamp with a wet signature. Be avare that changes to the existing approved plans may also require Lou to revise your original building permit application (lot coverage, impervious surface, structure square footage, etc.) and energy code documents (changing windows, heat source, etc.) to conform to your proposed changes. Scope of work: Applicant Signa " Date OFFICE USE ONLY: Submittal date:3-"_„_T� sets of plans for revision: Approval of engineer of record (if original plans engineered): Ayes ❑ No ❑ NA P:ADSDOepartment FonnMuilding FonnslApplication-Revision.doc wrightsoft. ABH'ding Analysis For: Sheridan Street Offices Lower Floor Job: Date: Jan 12, 2009 By: Location: Indoor: Heating Cooling Port Angeles Intl, WA, US Indoor temperature (°F) 70 75 Elevation: 289 ft Design TD (°F) 43 10 Latitude: 48°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 16.0 11.4 Dry bulb (°F) 27 75 Infiltration: Daily rang°F) 16 ( M) Method Simplified Wet bulb(' ) 65 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh % of load Walls 2.5 3710 7.5 Glazing 11.6 2322 47 Doors 5.5 77 0.2 Ceilings 1.3 6676 13.5 Floors 1,1 5444 11,0 Infiltration 0.0 0 0.0 Ducts 0 0.0 Piping 0 0.0 Humidification 31114 63.1 Ventilation 0 0.0 Adjustments 0 Total 49343 100.0 Aura 1600 LDT Component Btuh/ft2 Btuh % of load Walls 0.8 1216 2.6 Glazing 22.0 4392 9.3 Doors 6.8 95 0.2 Ceilings 0.3 1344 2.8 Floors 0.0 0 0.0 Infiltration 0.0 0 0.0 Ducts 0 0.0 Ventilation 0 0.0 Internal gains 40147 85.1 Blower 0 0.0 Adjustments 0 Total 47193 100.0 Overall U-value = 0.035 Btuh/ftz-°F WARNING: window to floor area ratio = 3.9% - less than 5% WalNs Qahzinq r"Aher Ceilings Floors Wa&Is Glazing Other Ceilings Humidification iniernai uains ......... v. j I 44- wrfial-sill Right-SuiteTM Universal 7.0.14 RSU02757 A "� di� 20 -Pe -11 10:45:10 S:\Wrightsoft HVAC\Project\Sheridan, basement Zone.rup Calc = RTS Orientation = E Page 1 wrightsoft. Building Analysis North For: Sheridan Street Offices Lower Floor Location: Port Angeles Intl, WA, US Elevation: 289 ft Latitude: 48 °N Outdoor: Heating Dry bulb (°F) 27 Daily rang°F) - Wet bulb(' ) Wind speed (mph) 15.0 Indoor: Indoor temperature (°F) Design TD (°F) Relative humidity (%) Cooling Moisture difference (gr/lb) 75 Infiltration: 16 ( M) Method 65 Construction quality 7.5 Fireplaces Component Btuh/ft2 Btuh % of load Walls 2.5 4193 10.0 Glazing 11.6 557 1.3 Doors 5.5 115 0.3 Ceilings 1.3 5601 13.4 Floors 1.3 5599 13.4 Infiltration 0.0 0 0.0 Ducts 0 0.0 Piping 0 0.0 Humidification 25791 61.6 Ventilation 0 0.0 Adjustments 0 Total 41856 100.0 Aua 1600 LDT Component Btuh/ft2 Btuh % of load Walls 0.4 658 1.7 Glazing 12.7 610 1.6 Doors 2.2 46 0.1 Ceilings 0.3 1101 2.9 Floors 0.0 0 0.0 Infiltration 0.0 0 0.0 Ducts 0 0.0 Ventilation 0 0.0 Internal gains 35592 93.6 Blower 0 0.0 Adjustments 0 Total 38007 100.0 Overall U-value = 0.036 Btuh/ft2-°F WARNING: window to floor area ratio = 1.1 % - less than 5%. Other Ceilings Job: Date: Jan 12, 2009 By: Heating 70 43 30 16.0 Simplified Average 0 Cooling 75 10 50 11.4 Ad- wrightsoft- Right-SuiteTM Universal 7 0.14 RSU02757 2009-Feb-11 10:45:10 S:\Wrightsoft HVAC\Project\Sheridan, basement Zone,rup Calc = RTS Orientation = E Page 2 wrightsoftV Right -Suite TM Universal Load Summary Job: Jan 12, zoos AM By: For: Sheridan Street Offices Lower Floor Zone: AH1 COOLING LOAD L DESIGN CONDITIONS at Aug 1600 LDT Peak load at Aug 1600 LDT Inside: 75 OF Outside: 85 OF TD: 10 T RH: 81 % Moisture: 83.9 gr/lb Mult: 1.0 Ins.wb 62 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 3971 - 3. TRANSMISSION GAINS Sensible 2404 - Walls: 1216 - - Glass: 421 - - Doors: 95 - - Partitions: 0 - - Floors: 0 - - Ceilings: 672 - - 4. INTERNAL HEAT GAIN Sensible Latent 40147 9825 Occupants: 11894 9825 - Lights: 28253 - - Motors: 0 - - - Appliances: 0 0 - - 5. INFILTRATION: Outside air cfm: 0 0 0 6. SUBTOTAL: Space load 46630 10390 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load + supply duct 46630 - Actual cfm: 5000 at supply TD: 20 - - 9. VENTILATION: Make-up air cfm: 0 0 0 10. RETURN AIR LOAD: Lighting + plenum (net) 3550 - 11. RETURN DUCT 0 12. TOTAL LOADS ON EQUIPMENT 64253 83395 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1,0 Inside: 70 °F Outside: 27 T TD: 43 °F 14. TRANSMISSION LOSSES 18228 Walls: 3710 - Glass: 2322 - Doors: 77 Partitions: 0 - Floors: 5444 Ceilings: 6676 - 15. INFILTRATION: Outside air cfm: 0 0 16. SUBTOTAL: Space load 28793 17. SUPPLY DUCT: 0 18. VENTILATION: Make-up air cfm: 0 0 19. HUMIDIFICATION opt 31 14 ., 20. RETURN DUCT i ,0 21. TOTAL HEATING LOAD ONE EQUIPMENT Q 1 1 R 421 d _ ........... , .. .�. . i ....... W wricvhtsoft' Right -Suite TM Universal 7.0,14 RSU02757 S:\Wrightsoft HVAC\Project\Sheridan, basement Zone rup Calc = RTS Orientation = E -Feb-11 10: 5:11 Paae 1I wrightsofte Right -Suite TM Universal Peak Loads Job: Jan 12, 2009 AH1 By: Htg Clg Htg Clg Outside db (°F) 27 85 Inside db (°F) 70 75 Outside RH (%) - 81 Inside RH N - 30 Outside wb (°F) - 80 Inside wb (°F) - 62 Daily range (°F) - 20 Design TD (°F) 1M 4G Moisture dill„ (gr/lb) - 84 Name Sensible Latent Time of Day Gain(MBtuh Gain(MBtuh Exam west 16.66 22.72 Aug 1700 LDT .. Doctors 10.45 13.84 Aug 1600 LDT....., -. m-" """" - South Entry 22.67 32.05 Aug 1600 LDT Employee Break 14.65 14.79 Aug 1500 LDT --~ AH1 64.25 83.40 Aug 1600 LDT... _......... _, wrightsoft- Right -Suite TM Universal 7,0,14 RSU02757 2009-Feb-11 10:45:11 S:\Wrightsoft HVAC\Project\Sheridan, basement Zone,rup Calc = RTS Orientation = E Page 1 � wrightsofto Right -Suite TM Universal Peak Loads Job: Jan ,z,zoo9 North By: Htg Clg Htg Clg Outside db (°F) 27 85 Inside db (°F) 70 75 Outside RH (%) - 81 Inside RH (%) - 30 Outside wb (°F) - 80 Inside wb (°F) - 62 Daily range (°F) - 20 Design TD (°F) 1M 4G Moisture dill. (gr/lb) - 84 Name Sensible Latent Time of Day Gain(MBtuh Gain(MBtuh Overflow Clinic 20.47 23.59 Aug 1700 LDT ................ House keeping 7.24 12.27 Aug 1600 LDT Exam C3 7.52 11.41 Aug 1600 LDT .... .... Checkout 7.98 11.83 Aug 1600 LDT _.......... ----- _ Nurse station 9.50 14.57 Aug 1600 LDT m IT°'" .... North 52.70 73.67 Aug 1600 LDT ... wrightsoft Right-SuiteT- Universal 7,0 14 RSU02757 2009-Feb-11 10:45:11 S:\Wrightsoft HVAC\Project\Sheridan, basement Zone,rup Calc = RTS Orientation = E Page 2 wrightsoft- Component Constructions AH1 For: Sheridan Street Offices Lower Floor Job: Date: Jan 12, 2009 By: Htg Clg Htg Clg Outside db (T) 27 75 Inside db (T) 70 75 Outside RH (%) - 59 Inside RH (%) - 50 Outside wb (T) - 65 Inside wb (T) - -99 Daily range (T) - 16 Design TD (T) 43 10 Moisture diff.(gr/lb) - 11 Construction descriptions or Area n= Walls htg clg htg cig Frm wall, brk 4" ext, 1/2" wood shth, r-21 cav ins, 5/8" gypsum n 16 0.03W O.0B1.0.9 0,9 0.T.50.9 40 4111.01 0 board int fnsh, 2"x6" wood frm a 452 0.0&6 O.OQ 26.4 26,dP-6.R.98,4 1137 11371.29 581 s 398 0.GXW 0.0B 20.3 23,T3,2223,3 1001 10010.69 274 w 400 0.02W 0.0(2 20.4 23.d23.42.02,4 1006 1006),14 55 all 1266 0.a86 0.0(2170.1 74.174.12.32.1 3185 3185).72 911 Frm wall, vnl ext, 1/2" wood shth, r-21 cav ins, 5/8" gypsum board s 144 0.aRM 0,0(21,6.5 8.5 V2,52.5 364 3641.88 271 int fnsh, 2"x6" wood frm w 64 OVEM 0.0(21.6.8 3.8 3.E2.52.8 162 162).53 34 all 208 0.GXW 0.0Q11®.2 12.2122,52,2 525 529.47 305 Partitions htg clg htg clg (none) 0 0.0111w0 0.00 0,0.0 0.0 0.0).00.0 0 0).00 0 Windows htg clg htg clg 3 glazing, clr low-e outr, 1/4" gap, vnl frm mat, clr low-e mid, argon a 108 021MG 0.27 029,2 29.729.21,28.2 1254 125412.7 1372 gas, 1/8" thk, clr innr s 92 O.ZZMV 0.27 C20,8 24.E24.81'26.8 1068 106M2.8 3021 afq 200 0,=G 0.27 (50.0 54.1254.01 TWO 2322 232722,0 4392 Doors htg clg htg clg Door, mtl fbrgl type s 14 0.1)M3 0.13 7.0.8 1,8 T,85 47,8 77 7F.76 95 Ceilings htg clg htg clg C part ceiling, carpet flr fnsh, r-30 ins, 80 Ib/ft' concrete flr, 4" 4999 0.a3= OA330:1(b1 1511511.301 6482 648Z),13 637 thkns, return air pinm, suspended, acoustical int fnsh C part ceiling, r-30 ins, 80 Ib/ft' concrete flr, 4" thkns, return air 144 0,=8 O 010,05 4,5 4.51.35.5 194 19,C.24 35 pinm, suspended, fiber board int fnsh Floors htg clg htg clg Bg floor, heavy dry or light damp soil, full int ins cov, r-10 ins, vinyl 211 0.680 0.0010:1M7 12712m5.e.0 5444 5444100 0 flr fnsh IIrI 1 i r r. 1 wrightsoft` Right-Suitel- Universal 7.0,14 RSU02757 S:\Wrightsoft HVAC\Project\Sheridan, basement Zone, rup Calc = RTS Orientation = E 2 09-Feb• 11 10:45:11 Page 1 i wrightsoW Component Constructions North For: Sheridan Street Offices Lower Floor Job: Date: Jan 12, 2009 By: Htg Clg Htg Clg Outside db (T) 27 75 Inside db (T) 70 75 Outside RH (%) - 59 Inside RH (%) - 50 Outside wb (T) - 65 Inside wb (T) - -99 Daily range (T) - 16 Design TD (T) 43 10 Moisture diff.(gr/lb) - 11 Construction descriptions or Area ft' Walls htg cig htg clg Frm wall, brk 4" ext, 1/2" wood shth, r-21 cav ins, 5/8" gypsum n 635 ORM8 0.0B130.1 37.137.12.52.1 1597 159A.01 6 board int fnsh, 2"xT wood frm a 432 0.0&8 0.0&128.3 25.25.T.99.3 1087 10871.29 555 s 24 O.GXW 0.06?1.1D.4 1.4 1.42.52.4 60 61D.69 17 w 576 O.GXW 0.0(213B.7 33.733,71.92.7 14491449).14 80 all 1667 OMW O.OQ190.5 97.537.5_'.92.5 41934193).39 658 Partitions htg cig htg cig (none) 0 0.GXW 0.00 0.0.0 0.0 G.R00.0 0 0).00 0 Windows htg clg htg clg 3 glazing, cir low-e outr, 1/4" gap, vnl frm mat, clr low-e mid, argon a 48 02U07 0.27 010.0 13.013.011t6.0 557 557127 610 gas, 1/8" thk, clr innr Doors Door, mtl fbrgl type n Ceilings C part ceiling, carpet fir fnsh, r-30 ins, 80 Ib/ft' concrete fir, 4" thkns, return air pinm, suspended, acoustical int fnsh Floors Bg floor, heavy dry or light damp soil, full int ins cov, r-10 ins, vinyl fir fnsh htg clg htg clg 21 0, UMB 0.13 7.2.7 2.7 2.T.42.7 115 11 T.18 46 htg clg htg clg 4319 0.111MM 0.010110 1301801.31lBO 5601 56010.13 551 htg cig htg clg 217 0.621M 0.00101030 13018(25.6.0 5599 5599100 0 wrightsofC Right Sudel- Universal 7„0 14 RSU02757 f 2009-Feb-11 10:45:11 S:\wrightsoft HVAC\Project\Sheridan, basement Zone, rup Calc = RTS Orientation = E k __ Page 2 wrightsoft. Right-SuiteTM Universal Time of day details"': Jan 12,zoos AH1 By: For: Sheridan Street Offices Lower Floor �� _............� -„ Zone: AM August Time SenLoad LatLoad TotLoad Air Flow hr MBtuh MBtuh MBtuh cfm 1 36.71 45.77 82.48 1976 2 34.51 42.50 77.01 1957 3 32.29 39.47 71.76 1936 4 30.38 37.05 67.43 1915 5 28.80 35.23 64.04 1895 6 27.84 34.63 62.47 1877 7 28.91 35.84 64.75 1913 8 32.06 38.86 70.93 2003 9 35.93 44.40 80.33 2068 10 40.66 53.33 93.99 2114 11 45.67 64.46 110.13 2139 12 50.88 78.32 129.21 2140 13 55.80 83.40 139.20 2134 14 60.04 83.40 143.43 2146 15 63.04 83.40 146.43 2152 16 64.25 83.40 147.65 2142 17 63.40 83.40 1 146.79 2119 18 61.20 83.40 144.59 2093 19 57.84 83.40 141.23 2073 20 53.67 82.73 136.40 2052 21 49.47 71.48 120.96 2039 22 45.74 62.90 108.64 1 2026 23 42.21 55.39 97.60 2011 24 39.18 49.89 89.07 1994 Iif f wrig"tsoT[- Right -Suite TM Universal TO,14 RSU02757 2009-Feb-11 10:45:11 S:\Wrightsoft HVAC\Project\Sheridan, basement Zone rup Calc = RTS Orientation = E Page 1 - wrightsoft� Right -Suite TM Universal Time of day details"': Jan ,2,2o09 North By: For: Sheridan Street Offices Lower Floor --u a .. -u-- - ................ Zone: North August Time SenLoad LatLoad TotLoad Air Flow hr MBtuh MBtuh MBtuh cfm 1 32.46 41.01 73.46 1744 2 30.64 38.17 68.81 1731 3 28.80 35.54 64.34 1716 4 27.21 33.44 60.65 1700 5 25.89 31.86 57.75 1685 6 25.10 31.34 56.43 1671 7 25.56 32.39 57.94 1680 8 27.29 35.01 62.30 1712 9 29.78 39.82 69.59 1729 10 33.06 47.57 80.63 1732 11 36.77 57.23 94.00 1725 12 40.94 69.27 110.21 1711 13 45.06 73.67 118.73 1701 14 48.59 73,67 122.26 1706 15 51.26 73.67 124.93 1715 16 52.70 73.67 126.37 1725 17 52.58 73.67 126.25 1735 18 51.34 73.67 125.01 1743 19 48.94 73,67 122.62 1749 20 45.84 73.10 118.93 1754 21 42.58 63.33 105.90 1758 22 39.67 55.88 95.55 1761 23 36.87 49.36 86.23 1760 24 1 34.46 44.58 79.04 1754 AA-wrigAitsoft Right -Suite- Universal Z0,14 RSU02757 2009-Feb-11 10:45:11 S:\Wrightsoft HVAC\Project\Sheridan, basement Zone,rup Calc = RTS Orientation = E Page 2 wrightsoftV Right -Suite TM Universal Load Summary Jo : Jan 12, 2009 North By: For: Sheridan Street Offices Lower Floor Zone: North COOLING LOAD 1. DESIGN CONDITIONS at Aug 1600 LDT Peak load at Aug 1600 LDT Inside: 75 °F Outside: 85 T TD: 10 °F RH: 81 % Moisture: 83.9 gr/lb Mult: 1.0 Ins.wb 62 T Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 509 - 3. TRANSMISSION GAINS Sensible 1356 - Walls: 658 - Glass: 101 - - Doors: 46 - - Partitions: 0 - Floors: 0 Ceilings: 551 - - 4. INTERNAL HEAT GAIN Sensible Latent 35592 9803 Occupants: 11866 9803 - - Lights: 23726 - - Motors: 0 - - - Appliances: 0 0 - - 5. INFILTRATION: Outside air cfm: 0 0 0 6. SUBTOTAL: Space load 37565 10367 7. SUPPLY DUCT 0 - 8. SUBTOTAL: Space load + supply duct 37565 Actual cfm: 4000 at supply TD: 20 - - 9. VENTILATION: Make-up air cfm: 0 0 0 10. RETURN AIR LOAD: Lighting + plenum (net) 2934 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 52702 73671 HEATING LOAD 13. DESIGN CONDITIONS Mult: 1.0 Inside: 70 °F Outside: 27 °F TD: 43 °F 14. TRANSMISSION LOSSES 16065 Walls: 4193 - Glass: 557 Doors: 115 - Partitions: 0 Floors: 5599 - Ceilings: 5601 - 15. INFILTRATION: Outside air cfm: 0 0 16. SUBTOTAL: Space load 22510 17. SUPPLY DUCT: 0 18. VENTILATION: Make-up air cfm: 0 0 19. HUMIDIFICATION 25791 20. RETURN DUCT 21. TOTAL HEATING LOAD ON EQUIPMENT 1074 -g Ri ht-Suitel- Universal 7 0 14 RSU02757 wry htsoft' 9 , _ 2005 S:\Wrightsoft HVAC\Project\Sheridan, basement Zone,rup Calc = RTS Orientation = E 11 10:45:11 Page 2 sprit newil n P.O. Box 699 Tracyton, Washington 98393-0699 (360) 377-1026 Jim MaCarron 4875 Highway 20 Port Townsend, WA 98368 Ref; 915 Sheraton Building —Wall Bracing Port Townsend, WA May 4, 2009 Enclosed is a calculation for the lateral bracing of non -bearing interior walls. These walls are a maximum of 8'-3" tall framed with 2x4 DF #2 or better lumber. The top plate is a double 2x4 with joints staggered. The calculations are based on the seismic requirements at this location and using ASCE 7-05 methods as outlined in the IBC06. This found that the walls can span to 14 feet with a single top plate continuous, which is more severe than the staggered splice double top plate. Therefore it is acceptable to laterally brace the top of the wall using braces or cross walls at up to about 12'-6" spacing. The braces are required to support 140 pounds lateral. As discussed, our design is limited to the indicated structural aspects of the building, with the balance covered by the general provisions of the IBC or designed by others. All framing shall be in accordance with the IBC. Please refer to your drawings for all construction information other than what is indicated in the structural drawings. If you have any questions, please feel free to call. Yours truly, John G. 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Project Information Permit Type Mechanical Permit Site Address 915 SHERIDAN ST Project Description Lower level building - mechanical plans MECHANICAL PERMIT City of Port Townsend Development Services Department 250 Madison Sheet, Suite 3, Port "ro��'nsend, XVA 98368 (360)379-5095 ;Va®nes Associated with this Project Type Name Contact Applicant Me Carron James P Owner Me Carron James P Construction Air Flo Heating Contractor Construction Air Flo Heating Contractor - Fumace > 100,000 Btu/h - Gas or Wood stove heating unit - Repair/Alteration of equipment - Boiler/Comp 100,000 to 500,000 Btu or 3-15hp - Boder/Comp 1M tol.75V1 Btu or 30-50hp - Boiler/Comp >1,75M Btu or 50hp - Evaporative cooler - Domestic incinerator - Vent Fan Permit # MC09-003 Project Name Lower level building - mechanical Parcel # plans 948319401 License Phone # Type License # Exp Date (360) 385-5354 CITY 001208 12/31/2009 (360) 385-5354 STATE AIRFLO1206Da 04/25/2010 - Floor furnace - Installation, relocation, replacement of each appliance - Boiler/Comp/HP <100,000 Btu or Shp - Boiler/Comp 500,000 to IM Btu or 15-30hp - Furnace < 100,000 Btuih - Air handler up to 10.000 cfm - Hot water heater - Industrial incinerator - Hood/exhaust system *** SEE ATTACHED CONDITIONS * * * Call 385-2294 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 _erantino of this permit shall not be construed as appro%al to \ iolate any provisions of the PT IC or other lass or reoulalions. 1 certit\ that the information provided as a part of the application for this permit is true and accurate to the best of my knowledze. I further certify that I am the owner of the property or authorized went of the ova ner. Date Issued: 06'04.'2009 Print Name « Issued Br: FSLo"rA SORT ro Project Information Permit Type Mechanical Permit Site Address 915 SHERIDAN ST Project Description Lower level building - mechanical plans MECHANICAL PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, 1VA 98368 (360)379-5095 - Other Equipment - Hazardous process piping system per outlet - Process piping system additional outlet - Fuel gas piping - additional outlet Fee Information Project Valuation $70.000.00 Record Retention Fee for Mechanical S 10.00 Mechanical Permit S 783.75 Technology Fee for Mechanical Pern- S 15.67 Mechanical Permit Plan Review Fee S 195.93 Total Fees Conditions S 1,005.35 Permit # MEC09-003 Project Name Lower level building - mechanical Parcel # plans 948319401 - Hazardous process piping system 1-4 - Process piping 1-4 outlets - Fuel gas piping 1-4 outlets - Propane tank including piping Project Details Entered Bid Valuation 10. Manufacturers installation specifications must be on -site at the time of inspection. 70.000 DOLL Call 385-2294 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 granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other lags or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge- I further certify that I am the owner of the property or authorized agent of the owner. Print Name Date Issued: 06 04'2009 �� V4-c- �' �Q�,J /1 Issued BIN: FSLOTA LL LL W 0 � N W m z 0 O -) rn W 0= z ►' az w0 0w Q J m W Q Q a fn Q zw Om �F LU U y CL y � Z v) 0z W J !�a w> w0 J M Qa J Q F 0 zw Da w� U Q F 0 � z} _LO z =a¢ w� wv 0 U O 0 w0 LL 00 zw 00 0 wa QQ w J a0 z 00 U m 0w J = V F 7 0 Z U Q _IL cn y� z0 0m 0, LL Q fn F Qa z� IL 00 Q a. U a cn =W f" } 0 co a CI Cl 0 N o p N 0 r J H z vi W Q c ca — Q ? U Z U U. 0 0 F- fC Q � � U N E X W c w a 0 � 7 o z N 0 o ~ U cc p a� o � 3 H J U 0: W 0 U O Z Q LLJ p a. J p U W U W cn cn p H U W O d M 0 0 a; 0 U W O z I-- W a O z J W U Q a a O Z VW Q W Q _ p Z'', OJ LL W Q Q U U Ln cn W � Z ~ p 0 Q 0 U r Z W 0 U H Q n IL N Z Z O_ H U W IL 0) z r z W 0 U ................_ = 0 W Y 2 U O p p z p J J U U U Z m _a D a l IL J p U U fA Q LL } Q p F- X W rn z N ooLL 0 M2 oa too Cl)o J Cl) JO Q H U � z0 Ow La W p M> zW z U QW ~ W N m W d U a' 2 O� W D a W Z _O F- U W a Z ,PORT �10 Receipt Number; pg ,t,t,7 u� Receipt Bate: 061041200 Cashier: FSLOT,A Payer/Payee Name. MC C,ARR tNi JAMES P Permit # Parcel Fee Description MEC09-003 948319401 Record Retention Fee for Mechanical I MEC09-003 948319401 Mechanical Permit MEC09-003 948319401 Technology Fee for Mechanical Permit MEC09-003 948319401 Mechanical Permit Plan Review Fee Receipt # Receipt mate Fee Description Payment Check Payment Method Nlumber Amount CHECK 1061 $ 1,005.35 Total„ $1,005.35 Original Fee ,Amount $10.00 $783.75 $15.67 $195.93 Total: UTIZOPHT9201 Amount Paid, $10.00 $783.75 $15.67 $195.93 $1,005.35 Permit Fee Balance $0.00 $0.00 $0.00 $0.00 genpmtrreceipts Page 1 of 1 A/11 ti L. _ In or +f �rrt f mation � , er9 368 9"1car�Sa�a1te1z1ci1aid Ti~~n��r�t ins 1arcs �» y-5 �x ftft i t �ro Name + A'W�dn�ti 1""^" T1A4PikOV ' %li dTS t : t '1 prrr tenant it i .1" 9483194 � r�itur teci e tit titvt an PrO77_ I",w r.. r�xnc sop .VP, es I .." l'jr Onles I) W,a.. t °on .aanx, .1'' None # License r: 4C haler I.Juiider Type 1 c .x /r taraa — re C ,750.40 �` e- SFoe TATE ex ea-aat! ea.!„ ,il i a'aa1 Fln , ,e v) Vv Fee 1,673. -5 Ofri � Type V �— rx C gle 4 1rolts. 13 Sttate 13raa 1 o1a11I Jiroce 4.50 � , rra:i�r cea ptuildijti; 1er+nit r�"n"as.- '"eel 53.48 Baadxra Heat T , ect)a + �t ra tr" a a i ee rw d30iidin can s- Type: 10.00 Construction T 1 err'x to r a cl I? ire prevention OccupancYpe; Occupancy Type: i re C e a tlx7 ieti'iew and Inspection 401.06 Fee mo r al lA"tc'a 4,880.73 Conditions 10. Electr":'cal permit required from WA State Labor ZO See cOnditions on approval letter 11/3/08 &Industries EEA orat,a -417�2 Call 35-2294by . 180 1[ Wv Perin al ti a"alas l taarac if Work i� rot.newt � Wtaco " k r"Verified by aakatrnntt" aJle 'O Or The ru nt , laacaw cdcrt�rJs� � t is �;on,tr(jccltl!IS aat�paro w! to al a 'Iva ,t a r�io lt' aar n i rk gat O) kN 1.. ., Batt tip at the g �rato�,�� c t p p�d�� ation for tilts �c ix t u� Provi,, "Coll. that 1 �� �n tP1e owner��a tE�. t7ryi�csat a.a� ��or rcd c��t sort`"tib� Owner, E r� wt dw r �r Orl'' t t .. .. _�__ as ����•ail^e to t cat. .. .. 1ae Pst'r ra x POW �a ra clriror it�rtl' are It -S 03 Deve'r.,';) ent services ,PORT g 250 Madison Street, "Suite 3 . v Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 v www.cityofpt.us Mechanical Permit Application 5-� m, ..� . � Permit 15-kQ.r i da N Addition: P Project Address: Legal Description (or Tax ft Off Use Only t S N �� # i Block: 663 Associated Permits: Parcel # q i� e_. 3 % 9 - q61 Lot(s): 1�� Property Owner: Name: S: ,-, MI Cq Address: 91S 54 e.r ,.1Q. Sfret4 City/St/Zip: plor-t Phone: 360 &'f 3 - y ZZ. 8 Email: Special Overlay District: ❑ Shorelines ❑ Historic Contractor: Name: A: r Flo Heat; N Address: 22 ( we -St C., 5-t City/St/Zip: S t4; W w A Phone: 3-Cu 6 P t - 3qo ( Email: ► A eu a loot) Q Q:r -Plu c State License #: A TR FL /Z o (. D F Exp: City Business License #: O TYPE OF EQUIPMENT QUANTITY COST PER . FEE Air handler up to 10,000 cfm 13.00 Boiler/Comp < 100,000 btu or 3 hp 17.00 Boiler/Come 100,000 to 500,000 btu or 3 15 hp 30.00 Boiler/Como 500„001 to 1 M btu, or 16 30 hp 44.00 Boiler/Com 1M to 1.75M btu or 31-50 hp ITIT -m 60.00 Boiler/Comp, > 1.75 M btu or 50 hp 115.00 Domestic Incinerator ................_ 21.00 Evaporative Cooler ..........Fu_— . 1300 __. ........_ rnnace < 100,000 btu _._._.. — 17.00 _�. Furnace >- 100,000 btu 21.00 Gas hot water heater 15.00 Gas or wood stove 17.00 Gas i ing, 1-4 outlets 9.00 .... _ . �.. ... Gas piping, additional outlets _...... ..... 3.00 ...... �.. Hazardous_ process piping system, 1-4 outlets 7.00 Hazardous process ipust �n system ad rational outlets; - � 2.00 Hood/exhast system _ y 13.00 Industrial incinerator T, _.. 71.00 _ Installation/relocation/replacement of t1'p�pljance ._ _.. 10.00 _._ OtherProcess ment equip � �� � � ` „ _ piping, 1-4outlets-� u 7.00 -_._...... Process piping system additional outl s 2.00 Pro ane tank mcl p_ including piping E IIF ICI l ail I ��` 22.00 l eer/a9teration of equi went „ p „ 16.00 . _....... Vent/exhaust Fan 10.00 TOTAL FIXTURE FEES TOTAL FIXTURE FEES FROM PAGE 1 MECHANICAL PERMIT ISSUANCE FEE $30.00 PLAN REVIEW FEE (25% OF FIXTURE & ISSUANCE FEE) RECORD RETENTION FEE $3.00 TECHNOLOGY FEE $5.00 TOTAL MECHANICAL PERMIT FEE I hereby certify that the information provided is correct, that I 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: r" ' CL- 'cGk.i Signature: Date: 2_11 rl o f International Fire Code 2006 — TABLE 3804.3 LOCATION OF LP -GAS CONTAINERS MINIMUM SEPARATION BETWEEN CONTAINERS AND BUILDINGS, PUBLIC WAYS OR LOT LINES OF ADJOINING PROPERTY THAT CAN BE BUILT UPON CONTAINER Mounded or Above ground Minimum Separation CAPACITY Underground Containers Between Containers (Water gallons) Containers (feet) (feet) (feet) Less than 125 10 5 None 125 to 250 10 10 None 251 to 500 10 10 3 501 to 2,000 10 10 3 Se%ted text from the above Table: The minimum distance for underground containers shall be measured from the pressure relief device and the filling or liquid -gauge vent connection at the container, except that all parts of an underground container shall be 10 feet or more from a building or lot line of adjoining property which can be built upon. In applying the distance between buildings and ASME containers with a water capacity of 125 gallons or more... distances to the building wall shall not be less than those prescribed in this table. The following shall apply to above -ground containers installed alongside buildings: 1. Containers of less than a 125-gallon water capacity are allowed next to the building they serve when in compliance with Items 2, 3, and 4. 2. Department of Transportation (DOTn) specification containers shall be located and installed so that the discharge from the container pressure relief device is at least 3 feet horizontally from building openings below the level of such discharge and shall not be beneath buildings unless the space is well ventilated to the outside and is not enclosed for more than 50% of its perimeter. The discharge from container pressure relief devices shall be located no less than 5 feet from exterior sources of ignition, openings into direct -vent (sealed combustion system) appliances or mechanical ventilation air intakes. 3. ASME containers of less than 125-gallon water capacity shall be located and installed such that the discharge from pressure relief devices shall not terminate in or beneath buildings and shall be located at least 5 feet horizontally from building openings below the level of such discharge and not less than 5 feet from exterior sources of ignition, openings into direct vent (sealed combustion system) appliances, or mechanical ventilation air intakes. 4. The filling connection and the vent from liquid -level gauges on either DOT of ASME containers filled at the point in installation shall not be less than 10 feet from exterior sources of ignition, openings into direct vent (sealed combustion system) appliances or mechanical ventilation air intakes. Please draw a simple plot plan below or on another piece of paper so we can easily locate the LPG container. Indicate container size and type, gas piping and regulator location, and setbacks to building. Include the adiaceni street and name. and anv other heloful landmarks on -site. r � � / h,67 t '' VIA 1:70 �/�o77E�z-nod. . ... . . ......... 4A �Zp4 - 21 z 6 Deveropment Services eviORT , 250,Madison Street, Suite Port Townsend"WA 98368 Phon 360-319-5995 r M Fax: 360-44-4619 �a www.dityofpt.0 Commercial Building Permit Application Project Address & Zoning District: Legal Description (or Tax #): wee Use Only SI-epRlip" tom Addition:�t ���.��..t.,$._...... Pit qCt tti1 Block-,-,,,!. 9, ............ ........... ° 7-UJ, ` �+ 314 t+ a i. 6 Parcel # 48 _310, r+u �.__ ........�_ Lots : {. Z�_, S,�.r 9 ' &t Ew-r3 99a -Ww f Ir P o'ect Description: �� ._.. Applications accepted by mail must include a check for initial plan review fee of $150 mm, D See the "Commercial Building Permit Application Requirements" for details on plan submittal requirements. Property �0`' ner: Name Address: 48'�S � ........ tin........__........._.._ ........... .... City/St/Zip. �027...........-(...ow^!SE_0.?..._._.._�!dl.....�..36r Phone: 2%wr— Email:. Contact/Representative: Address -...mm ""w4IL y City/SUZip„„".tom..' T� Phone: 3(vo - f. tr 2$4 t- Email; , Contractor: Name: A�ekzss: � pp ......_. � INt%' ......44,d ........... _ City/St/Zip:�1+l 1 Imp#*51 wr _RAR3b& Phone:..... 11�r°► 98 szta Email:.-...wd State License // Ex ° " City Business License #: m� _......... Lender Information: Lender information must be provided for projects - over $5,000 in evaluation per RCW 19.27.095. Name: Po0L4:-Ls �aYJK Project Valuation: $ 7s0, (9b b Construction Type: V- A/ ...... _- Occupancy Rating: Q _-- M B i Ring Information (square feet):V,9 9$7•5 Restrooms:.. 4(� r _ wl l ao Deck(s): 1fr 3`d floor . ....� Storage: ..0 ��_JA._ Basement. Is it finished? Yes No Other: New L-i Addition E1 Remodel/Repair J4 Change of use 0 AP#'Ro*c °I,Scd IINW Total Lot Coverage (Building Footprint): Square feet:)feet:)% IV, 0 % 33 Impervious Surface: Square feet: 32_ $40. --W — . I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner and that all activities associatedwiththis permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: 14 ft es / •mil c C09yaoxi Signature:.: rs.,.-7 Date: COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels. The purpose is to show what you intend to build, where it will be located on the lot, and how it will be constructed. Commercial building permit application. Tran --Residential Energy Code forms: * Lighting Mechanical m( Envelope hree (3) sets of plans with North arrow and scaled, no smaller than = 1 foot: Title Page/Cover Sheet: 1. Project identification 2. Project address, legal description, location map, tax parcel number(s) 3. All design professionals identified including addresses and phone numbers 4. Name, address, and phone number of person responsible for project coordination 5. Design criteria, including occupancy group, construction type, allowed floor area vs. proposed, occupant loads, height and number of stories, deferred submittals, etc. 6. Designate compliance with all applicable codes A site plan showing: 1 _ Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On -site parking and driveway with dimensions 5. Street names and any easements or vacations 6. Location and diameter of existing trees 7. Utility lines 8. If applicable, existing or proposed septic system location 9. Delineated critical areas boundaries and buffers Foundation plan 1,- ' Footings and foundation walls A/19 2. 'Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting %Floor plan: 1. Room use and dimensions ✓ 2. Braced wall panel locations 1V9 3. Smoke detector locations 4. Attic access N ca 5. Plumbing and mechanical fixtures ✓ 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing ❑ Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height Lq 10. Roof sheathing, roofing material, roof pitch, attic ventilation Exterior elevations (all four) with existing slope of the land in relation to all proposed structures If architecturally designed, p inset of plans must have an original signature If engineered, one set of p must have one original signature 71 For new dwelling construction, Street & Utility or Minor Improvement application r° City of Fort TownsendV4uar ��° Development Services 250 Madison St. , Suite 3, Port Townsend, WA 98368 " - (360) 379-3208 FAX (360) 344-4619 �weF November 3, 2008 James P. McCarron 4875 Hwy 20 Port Townsend, WA 98368 SUBJECT: Approval Conditions for BLD08-189 — 915 Sheridan Tenant Improvement Dear Dr. McCarron: The building permit for the Sheridan St. Medical Office T.I. has been approved. There are some items that will need to be addressed either through an addendum process or as part of other permit submittals. • A separate mechanical permit will be required. Plans must be submitted showing all equipment and locations. Plans must show the location of all fire/smoke dampers in compliance with IBC 712. Spec sheets must be provided as a part of the submittal. • The framing and assembly of the corridor ceilings is not clear (A-8 detail 2). An addendum should be provided to clarify construction. • Corridor doors must have smoke gasketing, which is not clear on the schedule. • The glazing in the corridor on the waiting room walls is not specified on the schedule. These assemblies must be specific and shown to be in compliance with IBC 715.5. Also note that glazing adjacent to doors must also be safety glazing per IBC 2406. This information can be submitted as an addendum. • The accessible signage is not shown. This can be by addendum. Again the plan is approved to begin construction and these items can be addressed in subsequent submittals. Sin ely. Leonard Y Development Services Director cc: Wendy Ryan V�II i"in4 iC7 a.w11V>��rd �;�i7r 4VpV ail f 1�nily °� '"yq.a' A NATIONAL MAIN STREET COMMUNITY WASHINGTON'S HISTORIC VICTORIAN SEAPORT CITY OF PORT T WNSE TENANT I P W- ENT PLAN REVIEW r .�., 'r.,. ....OT PRO\gQEDPLAN CHECK NO 186 PROJFC—_.._... �,.,. � PROJECT ADDRESS: 915 SHERIDAN, PARTIAL IT FLOOR OCCU ANC- B PROJECT DESCRIPTION:TENANT IMPROVEMENT FOR PEDIATRICS TYPE F C0144�V1�4 1ST REVIEW BY: JMA DATE: 9/10/08 COi4RECT/y NS APP) OVi 1 2 ND REVIEW BY: IT �.....,mm� DATE: CORRECTIONS APPROVED 3RD REVIEW BY. IT m �mmm _ DAfFm, CORRECTIONS APPROVED CODES sty- 1 l , This plan review has been made to verify conrormance to minintunt requirements of codes adopted by the City Of Port Townsend. Codes used are tine 2006 RIC, IMC, IFC, UPC, WIAQ and the WSi`C with State and local amendments. (it . 2. Accessibility requircinents per ICC/ANSI 11 F. 1. t1k 3. Historical buildings and existing buildings are regulated by 2006 International Existing Building Code. Historical building status must be verified and noted on plans. tCh1"C"ttt.lt "I"t1irWS tOlt Pt<AI"l RECHECK I, Return all correction material when resirbnritting. (This checklist, marked 'tip liirrns & eale$,, spcci5ctrtions,WSIr ° forms, etc.) 1 Note oil this correction sliector on a separate sheet the location of tine completed correcrion. (i.e. Sheet No.,, detail, etc.). 3. Corrections shall be made on the original tracings, turd new copies subinitted or new sets. No plans will he approved with original ink/pencil nwrking,s.. 4. Applications for which no permit is issued within 180 days following the date of Application shall expire by limitation or extended with approval by the Building Official. (IBC 106.3) INFORMATION ONLY -NO RESPONSE RE UIRED ii. Provide clear attachment details 1, The following clearances or approvals are required and fastener specifications. , iii. Seismic bracing and or taking walls before a building permit can be issued: to full height? Show details. a. Planning Department. iv. Address combustible materials in b. Fire Marshal Approval. concealed spaces in light of C. Public Works/City Engineering Approval. draftstopping/firestopping d. DOH Approval requirements. 2. The following are required at the time of permit ) c. Lack of reflected ceiling plan with associated issuance: material specifications and installation a. 3 complete sets of plans. °'°""'_" details. (Include seismic for grid, lights, etc.) b. WA State Energy Code compliance/calculation d. Door and hardware schedule documents. — 2 copies.C. e. Corridor requirements for egress from Deferred submittal s status to be determined by t � stairway to exit. Director. f. Material specifications for, t GENERAL COMMENTS ��ing Wall )k ii. Walltf s� "( � ��„ rt��' „.� finishes „tit t 3. Note on Plans: iii. Penetration details a. Tenant's name, address and telephone number. iv. Ceiling finishes b,, Businessname. 1 C jfxi -e ^ v, Fire Resistance 04, Final plans, specifications, calculations and r'epIts ( by g. Address fire resistive issues for space in prepared a civil, structural or architect shall bear " question (ICC Chapter 7). Le.:. i z the signature and stamp of the professional engineer Rk i. Elevator lobby requirements 6*oliv 11,U. or architect and the expiration date of the registration. ii. Draftstopping in concealed spaces 5. Your plans cannot be fully reviewed without additional (this will impact your proposed information: plenum space) r7 a. You must provide an egress plan per h. NOT A COMPLETE LIST 106.1.2. Plan must include occupant load, path of travel, distance, signage (include universal design signage), door hardware, �)j � details, etc. Pa close atten ion to the Problem o interve aInadequate framing nin rooms. r�t�U r iper ts q 9nd �ra11 i. Provide clear wall legend showing new, existing, 2x4, 2x6, and fire resistive wall types. ARCHITECTURAL & CODE REQUIREMENTS 6. Provide a Building Code Data Legend on the title sheet. Include the following code information: a. Description of Use: Your plans show multiple Qojv,, treatment and procedure rooms. Are you having any sort of medical gas in this facility. _('i +' b. Provide occupant load. ctdocuments and settingsVeonardylmy documentslplan reviewsyoy - bld08-186 - mccarron.doc Page 1 7 "Show location of tenant sparse within the building. 15,, 011NA, Clearly identify the scope of this project Clarify tenant of existing physical therapy ,area. See plans. �y r 8,­ 'Indicate use of 2"' floor tenant for occupancy separation and egress purposes. It appears that the entire second floor exits through "hall 102". Show r w( any existing area separation walls„ occupancy All, separation walls, shafts or rated corridors. 9. Provide an exiting plain and analysis for the building ;and tenant space ,Address the following: „ 0. Exit doors shall swing in the direction of the path of exit travel where the .area served has an occupant load of 50 or more, w 11 m . The door shall swing to the fully open position when an opening force not to exceed 15 pounds (exterior fire doors) and 5 pounds (interior doors). 30 pounds is allowed to set exterior fire doors in motion. Exterior doors on the accessible route may not exceed 10 pounds for door opening force.. NOTE ON PLANS. 12 xDoors shall be openable from the inside without the „ use of a key or any special knowledge or effort, (IBC 1008.1.8) A-4 ,1 . All door operating hardware to be installed at a minimum height of 34` and a maximum of 48" (Security devices are exempt) jAC-l 14wr'Doors opening into corridors or exit balconies shatl 7" not reduce the required width to less than specified in Section 1008.1.1.1. Provide clear corridor and hall dimensions. Provide door schedule.. 15. In A, (less than 300 occupants). B„ F, M and S .„°'Occupancies, key locking hardware may be used at the main entry doors, provided a sign in contrasting ­6fetters of 1 inch or more is provided at the doors *V i^�1 stating: "TEAS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. -(IBC 1008.1.8.3 ss 2.2) ? 16. Corridors serving as a portion of the exit access in the ,.means of egress system shall not be less than 36 inches in width, When serving an occupant load of 50 or more the width shall not be less than 44 inches. The required width shall be unobstructed. (IBC 10017.2) M 17. Corridors shall be fully enclosed by walls, a floor, and µ a ceiling. Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts. (See WSCC amendments to 1017.4). 18. Show a complete architectural section of fire resistive corridors detailing fire -resistive construction of the walls, floors and ceilings. Detail all duct and other 4 penetrations. (IBC 1004.3.4.3) .0119. Fire resistive corridors to protect openings per IBC 715.4. and 705.8. Doors shall be maintained self - closing or shall be automatic closing in accordance with Section 715.4.7. One hr. rated corridors require minimum 20 minute listed door assembly per IBC Table 715.4. 20. Provide details and material specifications for membrane penetrations for fire rated elements of construction per 716.6.2 and 716.6.2.1. Show fire blocking and draft stopping where required per Section 717, 22. Exit signs are required when 2 or more exits are �required. Readily apparent primary exit/entrance doors are exempt. Show locations of all exit signs delineating the egress path. (IBC 1011 A) w 23. Provide egress illumination as required by 1006.3. 24. a. Provide sections of aill new interior partitions. Show: Type, size ' lb b. and spacing of studs, k­ Method of attaching top and bottom plates to structure. (Note: Top of partition must be secured � to roof or floor framing, unless suspended ceiling c. has been designed for lateral load of partition.) Wall sheathing material and details of attachment. (Size and spacing of fasteners,) ; &Jib d. Height of partition and suspended ceiling. e. Show wall and ceiling finishes if greater than .036" . Show details of application of finishes at furred walls and ceilings and suspended ceilings. Specify manufacturer and indicate flame -spread rating. (Chapter 8) A.ep 25. Note on the plans or finish schedule: "Wall and Stkj. ceiling materials shall not exceed the flame spread classifications in IBC Table 803.5. 26. A The suspended ceiling system shall comply with IBC k 803.9. Provide ER#, UL#, or other nationally tk i f' recognized testing agency listing for system. Provide design and support details for seismic zone D. Provide fire rating if part of rated corridor. ip �P 27, Provide an approved non -absorbent material on floors r and walls of toilet compartments, (LIPC 807.1) ( 28, Show the minimum number of plumbing fixtures as f c f PT,,- set forthi in WSCC arendments for Table 2902.1. Show the number of required and provided fixtures on the plans. DISABLED ACCESS RIc UIRE'INII�NTS 29, Submit an accessibility plan. Show the following on the plans: —0 a. Accessible parking compliance. Show van parking spaces provided. ( b. Improved or altered area. „-2,.. c. Facilities serving the improved or altered area, including restrooms, telephones and drinking fountains. d. Provide required signage. e. Show and dimension the accessible requirements for the fixtures on the plans: 30. The minimum latch side clearance on the pull side of the door shall be shown. Provide clear approach M` dimensions and hardware description for doors. A typical layout for doors and clearances may be attached to the plans for clarity. ICC/ANSI or ADA Figure 25 is acceptable. 31. Provide the bottom 10 inches of doors with a smooth, a uninterrupted surface that allows door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Note this requirement on the plans. 32. Provide mandatory grab bars in accessible shower. 1��';� Clearly show location in reference to seat and shower valve. WA STATE ENERGY RECIPIREMENTS 33. Provide verification that existing envelope meets energy code standards for glazing and insulation. . m'. 34. Cannot verify lighting compliance. Provide lighting specification and/or cut sheet for luminaires. Clearly show all locations. Your lighting will not work for egress purposes. See corrections regarding egress plan and egress illumination. Odocuments and settingsUeonardylmy documents\plan reviewsyoy - bld08-186 - mccarron.doc Page 2 City of Port Townsend Development Services 250 Madison St., Suite 3, Port Townsend, WA 98368 (360) 379-3208 FAX (360) 344-4619 September 11, 2008 James P. McCarron 4875 Hwy 20 Port Townsend, WA 98368 SUBJECT: Permit Application BLD08-189 — 915 Sheridan Tenant Improvement Dear Dr. McCarron: f. Z As I mentioned the other day I sent your plan set out to a consultant that I am using to assist with some of the plan reviews. Attached you will find a coy of her review comments. Please ensure that the re -submittal addresses each item and provides the level of detail indicated. You will note that the bulk of the comments relate to the exiting provisions of the code and the need to properly detail the construction of these items. As the building is a non-sprinklered facility the proper design and construction of the corridors and other passive systems is crucial. Please ensure that your architect carefully considers the overall egress plan of the facility and includes a copy of her assumptions with the design. Once we have received your re -submittal we will expedite the review to try and limit the overall time. Please feel free to have your architect give me a call at 344-3041 to discuss this in greater detail. Thank you. Sincerely, Leonard Yar er Development Services Director cc: Wendy Ryan Architect A NATIONAL MAIN STREET COMMUNITY WASHINGTON'S HISTORIC VICTORIAN SEAPORT 2006 Waghington State Nonresidential Enerav Code ComrwNpance Form Was?tington State Nonresidential Energy Code Compliance Forms Revised Julv 2007 Project Info Project Address 623 Sheridan street Port Townsend, WA 98368 Date 10/24/2008 For Building Department Use Applicant Name: ,Tames McCarron Applicant Address: 4875 Hwy 20, Port Townsend, WA 98368 Applicant Phone: (360) 385-2846 or (360) 643-2846 cel Project Description El New Building ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Co mpliance Option OO Prescriptive O Lighting Power Allowance O Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location Allowed (floor/room no.) Occupancy Description Watts Der ft2 "' Area in ft2 Allowed x Area Partial ovaer fAsaor Laboratories 1.80 350.0 630.0 ar ti a o+�er floor Offices, Exam Rooms, Restrooms, Waiting Areas, & Miarc 1.00 10302.0 10302.0 r will r dr rrV - i %Uvcr) - uwun icni du cx"Nuuna un fOFTTI L R ta-''LrM t Ota.d'.. AIIOwea Watts 10932.01 Provosed Li htinE Wattaze Location Number of Watts/ Watts 6morn. nay. Fixture Description Fixtures Fixture Proposed a ower floor 2x4, Litonia 2PM3N Parabolic, 3-lamp T-8 fluorescent 15 96.0 1440.0 Wrtial lower floor lx4, Lithonia PM3 Parabolic, 2-lamp T-8 flourescent 83 62.0 5146.0 Partiallower 2x2, Lithonia 2PM3N Parabolic, 2-lamp T-8 fluorescentw 8 64.0 512.0 Closets wall -mount fluorescent, 1-lamp T-8 3 25.0 75.0 Reception desks 4' strip fluorescent 5 32.0 160.0 Exam Rooms 2x4, Lithonia Avante Indirect, 2-lamp T-8 fluorescent 38......... 64.0 2432.0 Under cabinet Lithonia 2UC, 36", 1-lamp t-8 fluorescent 20 25.0 500.0 ...aI Vw vv0li0 may nvr cnt,ccu I Ural P1fIUVVVU uvdLLS [Or InterlOr I otal Nr'Oposed watts10265.01 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts Ix' "ure btank..... Ll �J, P J/ j II i p66 k 4P, r � •i � I � V 0. { 2006 WWaizhinoton State Nonresidential Enerav Code Comraliance Form 2006 Revised July Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers 0 Other on ec QuaQualification Checklist Note: If occupancy type is "Other" and fixture Lighting Fixtures: o � Check if 95/e or more of fixtures comply with 1,2 or 3 and rest are ballasted. answer is checked, the number of fixtures in ,(Section 1. Fluorescent fixtures which are non -lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5-60 watt T-1, T-2, T-4, T-5, T-8 lamps, and d) hard -wired elec- indicate these spaces on plans. If not tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. TABLE 15-1 Unit Lighting Power Allowance (LPA) Use y LPA (W/sf) Use LPA 'Wlsft Automotive facility 0.9 Office buildings, office/administrative areas in 1.0 facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, ch u rohes)5'''" Convention center 1.2 Penitentiary and other Group 1-3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias„ fast food establishments , 1 33 Post office 1.1 restaurants/barss Dormitory_ W 1.0 _.ih_ keta°, retail banking, mall concourses, wh....... olesale 1.5 stores (pallet rack shelving) Exercise center 1.0 School buildings (Group E Occupancy only), school 1.2 classrooms, day care centers Gymnasia , assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1-1 and 1.2 Transportation 1.0 1-2 Occu ancies Hotel/motel 1.0 i Warehouses", storage areas 0.5 Hotel banquet/conference/exhibition hall • 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified 1.8 Parking garages 0.2 "laboratory" shall meet office and other appropriate categories) Laundries 1.2 Librari s 1.3 Plans Submitted for Common Areas Only Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and 0.8 washrooms, elevator lobbies VOL 1Vl6, UOU I dUI@ -10-1 1) In cases in which a general use and a specific use are fisted, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly, 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three -quarter -height partitions (transparent or opaque), and lighting for free-standing display where the lighting moves wA the display are exempt, An additional 1.5 w/ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling -mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). „ c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies onty to the floor area not covered by racks. 01A /r.va.* 1A ,u=vrzw " FEATURES & SPECIFICATIONS INTENDED USE The Avante 2x4 is a general lighting luminaire for large spaces including open offices, circulation areas, classrooms, libraries, cafeterias, airport tick- eting and wait areas, and numerous other commercial applications. Static or air functions available. CONSTRUCTION ,Housing is gloss white enamel on cold rolled steel. All edges hemmed or rounded. All shieldings pivot on light traps and swing down for easy lamp access. Molded light traps prevent light leaks between shielding and endplates, All air and screw slot units supplied with screw -on tee bar clips. Ballast access is from below. OPTICAL SYSTEM Twin matte white polyester powder paint finished reflectors provide uniform light distribution. Optional low brightness diffuse aluminum stepped reflectors available. All diffusers control direct light distribution and glare by shielding lamps from direct view. Metal diffuser staggered round holes (MDR) 52% open perforated metal with .075" diameter holes backed with white acrylic diffuser. Straight blade louver (SBL) sides of perforated metal with staggered round holes and solid blade louvered center. Sides and louver backed with white acrylic diffuser. Metal diffuser aligned mini slots (MDM) 46% open perforated metal backed with white acrylic diffuser. Acrylic diffuser prismatic lens (ADP) extruded acrylic lens backed with white acrylic diffuser. 'Metal diffuser with center slots (MDC). 52% open metal, „075" diameter holes with 1" wide solid center. Slotted with 1/2"x2" open slots. Diffuser is backed with white acrylic overlay. Catalog Number Notes Type 1 aecussad D1re t11nd11.0 Ughenq :ent T8 mps -»._..Specifications O H. Length 48 (1219) ry Width: 24" (602) u_ Diffuser Width: 8" (203) DW Depth: 5-1/2" (140)`.-....�.�.�.�........._....... ...._., W All dimensions are inches Imilllmetersi ELECTRICAL SYSTEM Drywall ceiling adapters available. All ballasts supplied are class P, thermally protected, resetting, HPF, non- LISTING PCB, UL Listed, CSA Certified. Ballasts are sound rated A-. Standard combi- nations conform to UL 935. UL Listed to US and Canadian safety standards. Chicago Plenum approved INSTALLATION and NYC approved (see Options). Specifications are subject to change without notice. Trims available for standard 1" and 9/16" tee bar or screw slot grids. Avante is covered by one or more of the following patents: 5,988,029; 399,586; Fixtures can be row mounted end -to -end. 411,641; 413,402; 2,212,513; 87,513. ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: 2AV G 232 MDR MVOLT GE13101S 2AV Series 2AV T wide Trim ty type G Grid trim ST Screw slot Number of lamps 1 2 3 Not included. 32 type Lamp te . 32 32WTO(48' I (blank) Static (no air function) A Air return/supply Accessories Order as separate catalog number, DGA22 Drywall ceiling adapter, unit installation. Use G trim plus DGA accessory for fixture trim flange and fixture support in plaster or plasterboard ceilings. NOTES: 1 Refer to options and accessories section for more detailed information. 2 MVOLT(120-277volt), 3 Must specify voltage, 120 or 277. Fluorescent Voh6e MVOLTZ 347 Others available. MDR Metal diffuser, round holas SBL Straight blade louver, round holes MOM Metal diffuser, mini slots ADP Acrylic diffuser, linear prismatic lens MCC Metal diffuser, round holes with large center slots' Others available. GEB1 1 OIS O----. Electronic ballast, <10%THD instantstart GEBIOPS Electronic ballast, < 10% THD, program start ALG Acrylic litter guard' EL14 Emergency battery pack (nonnnal 1200 lumens, see Life Safetysection) GLR Internal fast -blow fuse' LP,,,, Lamped. Specify lamp type and color PWS1836 6' prewire, 3/8" dia.,18-gauge, 3 wires NYC New York City approved CP Chicago Plenum approved APB Air pattern control blades' 1f,111t0s;;lg:t:.p10i ASR Aluminum stepped reflector Sheet #: 2AV 2X4 T8 ARCH-280 2AV 2A Direct/Indirect Lighting 2AV G 232 MDR, (2) 32W TB lamps, 2850 lumens per lamp, s/m 1.2 (along) 1.3 (across), test no. LTL 10121 0„ Coefficients of Utilization ' pf 20% CP Summary pc 80% 70 % 50% Zonal Lumen Summary 200 70" 0° 90 w '700/40%30% 5O*%30%10% 501MO%10% Zone Ltamens % Lamp % Fixture 0° 1280 1280 0 81 81 81 79 79 79 76 76 76 0° - 30' 1010 17.7 26.0 40 5° 1279 1277 1 74 71 68 69 66 64, 66 64 62 0-.40' 1669 29.3 43.0 15' 1233 1253 2 67-61 57 60 56 52 58 54 51 0° - 60' 3015 52.9 77.7 60C 50° 25' 1141 1194 3 61 54 48 53 47 43 50 46 42 0' - 90° 3882 68.1 100.0 35' 1005 1101 Cr4 56 47 41 46 41 36 45 40 36 90' - 180' 0 0.0 0.0 45° 828 969 0 5 51 42 36 41 36 31 40 35 31 0° - 180° 3882 68.1 100.0 80 55` 623 806 6 47 38 32 37 31 27 36 31 27 / 65° 406 590 7 44 34 28 34 28 24 33 27 24 100 75' 211 291 8 41 31 25 31 25 21 30 25 21 85' 46 64 9 38 29 23 28 23 19 27 22 19 120 90 0 0 10 36 26 21 26 21 17 25 21 17 Efficiency: 68.1 % to* 30' 0" 90' 2AV G 3 32 MDR, (3) 32W T8 lamps, 2850 lumens per lamp, s/m 1.3 (along) 1.3 (across), test no. LTL 10155 - 0° 90' 2AV G332MDR AS Coefficients of Utilization pf 20 % CP Summary pc 80% 70% 50% 0° 90 qw 701/650%30% 501140%,10 % 50%30%l0 % 0° 1934 1934 0 81 81 81 79 79 79 76 76 76 5° 1941 1913 1 74 71 68 69 67 64 66 64 62 15° 1880 1871 2 67 62 57 60 56 52 58 54 51 25' 1747 1781 3 61 54 48 53 47 43 51 46 42 35° 1539 1632 fs 4 56 48 41 47 41 37 45 40 36 45' 1275 1435 0 5 51 42 36 42 36 31 40 35 31 55° 956 1179 6 47 38 32 37 32 27' 36 31 27 65' 611 849 7 44' 34 28 34 28 24 33 28 24 75' 298 431 8 41 31 26 31 25 21 30 25 21 85' 66 90 9 38 29 23 28 23 19 28 23 19 90 0 0 10 36 27 21 26 21 17 26 21 17 Zonal Lumen Summary Zone Lumens % Lamo % Fixture 0° - 30° 1529 17.9 26.2 0° - 40' 2527 29.6 43.3 0° - 60' 4552 53.2 78.0 0'-90' 5837 68.3 100.0 90' - 180' 0 0.0 0.0 0° - 180' 5837 68.3 100.0 Efficiency: 68.3% (3)32W T8 lamps, 2850 lumens per lamp, s/m 1.2 (along) 1.3 (across), test no. LTL 10120 Coefficients of Utilization pf 20 % CP Summary pc 80 % 70 % 50% Zonal Lumen Summary 0° 90 ow 70 /50%30 % 50%30%10% 50%30 % 10°/. Zone Lumens % Larnp % 1=ixturtt 0° 1377 1377 0 50 50 50 49 49 49 47 47 47 0'-30, 1051 12.3 29.' 5° 1380 1370 1 46 44 42 43 41 40 41 40 39 0'-40' 1697 1919 47A 15' 1309 1317 2 42 39 36 38 35 33 36 34 32 a' - 60' 29'07 34.0 80°6 25' 1171 1223 3 38 34 31 33 30 28 32 29 27 ci , 90" 3606 42,2 100°0 35' 974 1090 cc 4 35 30 26 30 26 24 29 26 23 90' 180' 0 0.0 0.0 45° 745 920 0 5 32 27 23 26 23 20 26 23 20 0'-'180' 3606 42.2 100.0 55' 511 728 6 30 24 21 24 20 18 23 20 18 65' 297 514 7 28 22 18 22 18 16 21 18 16 75' 134 254 8 26 20 17 20 17 14 19 16 14 85' 33 54 9 24 19 15 18 15 13 18 15 13 - 0° 90' 90 0 0 10 23 17 14 17 14 12, 16 14 12 Efficiency:42.2% MOUNTING DATA Appero riate Ceiling Tyge Tnm Zee Exposed grid tee (1' and 9/16") G Concealed grid tee G Screw slot ST Plaster or plasterboard G" For additional photometric information, visit our website at 'lithonia.com'„ G ST GA STA Lay -in trim iexposed q6d t Screw slot trim tscwow %10 Ito Lay -in trim (exposed grid ti- Screw Slot (screw slot to } 'GGA accessory available to provide ceiling trim flange and fixture support for plaster or plasterboard ceiling, Recommended rough -in dimensions for nGA installation is 24-31C x 48-3/4' (Tolerance is +118", -0") 01ALInvAumA z.1 Hr1Yv@ Lithonia Lighting Fluorescent Alllr-McuityBr ndS Company One Lithonia Way, Conyers, GA 30012 Phone:800-858-7763 Fax:770-929-8789 Sheet #: 2AV 2X4 T8 ©2007 Acuity Brands Lighting, Inc., Rev. 2/4/08 www.lithonia.com OrA / ,/��r ,,�1r� f f /�� Catalog Number sir/ ,/ .�iir A&A LIO" #��' r"� c Notes Type FEATURES & SPECIFICATIONS 1-3/4" deep design uses T8 or T12 lamps. Ideal for work stations and under cabinets, unit or row mounting. Low brightness, linear prism acrylic lens standard. 'Convenience outlet and on/off rocker switch available. Diffuser snaps easily into fixture body flanges. BALLAST — Thermally -protected, resetting, Class P, HPF, non -PCB, UL listed ballast is standard on all T8 and T12 30W and 40W fixtures. Sound rating A. Standard combinations are CBM approved. WIRING & ELECTRICAL — Fixture bears UL label and is suitable for damp locations. AWM, TFN or THHN wire used throughout, rated for required tem- peratures. MATERIALS — Metal parts manufactured from code gauge steel. Diffuser is 100% acrylic. No asbestos is used in this product. FINISH — Fiye-stage iron -phosphate pretreatment ensures superior paint adhesion and rust resistance. High gloss, baked white enamel finish. LISTING — UL listed. Labeled I.B.E.W.—A.F. of L. Fixture guaranteed for one year against mechanical defects in manufacture. Specifications subject to change without notice. ORDERING INFORMATION 2UC 1 S.eries Number of lamps .1 � 2UC • 1 ..� Not included Lamp VP t e/wattage 15 Nominal 15W T12 (18')1•2 17 Nominal 17W T8 (24") 20 Nominal 20W T12 (24")1.2 25 Nominal 25W T8 (36") 30 Nominal 30W T12 (36")2 32 Nominal 32W T8 (48") 40 Nominal 40W T12 (48") NOTES: .1 Low power factor ballast (LPF) standard. High power factor and electronic ballast (HPF) optional. HPF, LPF or GEB must be specified in options box. 2 277V configurations must be ordered with electronic ballast. �._ Lens Voltage (blank) Acrylic, 120 milk white 277 AR High 347 impact resistant Others available, acrylic Consult factory. Undercabinet Light 2 U(ft; T8 or T12 Lamps 4 Lengths nd I Example: 2UC 1 25120 LP .... Options �....^f LP Cool white lamps (installed) SWR Rocker switch (120V only) CO Convenience outlet (120 only) CSA Labeled for shipment to Canada GLR Internal fast blow fuse LPF Low power factor ballast (15W and 20W only) HPF High power factor ballast 05W and 20W only) SSB Solid state ballast (32W and 40W only) ES Energy -saving ballast (40W only) GEB Electronic ballast, < 20% THD GEB10 Electronic ballast, e 10% THD Fluorescent Sheet #:2UC UNC-120 2UC Undercabinet Light MOUNTING DATA DIMENSIONS Inches (centimeters). Subject to change witRout notice. l,...........- ., 7/8" Dia. K.O. —^ 1-7/8" 5-5/16" � Keyhole K.O. 2 �'�) 41/ n-....t� 7/8 " Dia. K.O.—24-112 .,.12 1/4 �1--7/8" Dia. K.O. +_ 11 „ 13/16" 5-5i16" 1-7/8" a 13/16"" Keyhole K:O. (2)—,...t�'-a4-1/2".? �..4 - 5-5/16�'- - 18-1/4 _" s .. _ — °7/8" Dia. K:O, r —i— 5-5/16" I 1-7/8" Keyhole K.O. (2) -4-1/2" --4, 4t� -1/,2" � 2Z11/4 ... 5-5/16" Keyhole K.O. (2)°" 4.1/2" 4. F2° fA I-r-V= A1 I.aHrIMa'o An"Mcuityftods Company Sheet #: 2UC 01996 Acuity Brands Lighting, Inc., Rev. 8/12/08 Lithonia Lighting Fluorescent One Lithonia Way, Conyers, GA 30012 Phone:800-858-7763 www.lithonia.com '. L, maylvIA LAG"rl,M G " Catalog Number Notes Type FEATURES & SPECIFICATIONS INTENDED USE High performance surface -mounted parabolic luminaires for superior light control, visual comfort and light cutoff in open area applications. ATTRIBUTES Choice of low iridescent diffuse or specular louver finishes. Also available with Achromalm non -iridescent louver finish. Models available to meet IES RP-24 recommended luminance criteria for office lighting systems in VDT applications. Optimax products are available to ,meet preferred criteria. CONSTRUCTION Black reveal provides floating louver appearance. T-hinges die -formed for maximum strength. Latches spring -loaded, con- cealed in reveal. Housing formed from cold -rolled steel. Louvers formed from anodized alumi- num. No asbestos is used in this product. FINISH Five -stage iron -phosphate pretreatment ensures superior paint adhesion and rust resistance. Painted parts finished with high -gloss, baked white enamel. ELECTRICAL SYSTEM Thermally -protected, resetting, Class P, HPF, non -PCB, UL Listed, CSA certi- fied ballast is standard. Energy saving and electronic ballasts are sound rated A. Luminaire is suitable for damp locations. AWM, TFN or THHN wire used throughout, rated for required temperatures. LISTING LIL Listed (standard). CSA Certified or NOM Certified (see Options). WARRANTY Guaranteed for one year against mechanical defects in manufacture. NOTE: Specifications subject to change without notice. PARAMAX® Parabolic Surface Mount PMJO%AAI 1141 Width: 12 (305) Depth: 7-1/16 (179) Weight: 18 Ibs (8.2 kg) All dimensions are inches (millimeters). ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: PM3X 2 32 9LD MVOLT GE6101S PM3X 32 Serves -� �. pp p type FKa Number Finish �.._.--,....._ Voltage ., PM3X Paramax 3" ofulames —...�......P..� _..... 32 32W T8 of cells LD Low ...m..... 120 deep cell 1 (48") 6 iridescent 277 parabolic, 2 8 diffusesilver 1' wade„ 3 9 LS Low 347 surface iridescent MVOLTz mount Not included. 12' specular Others 16 silver available. i NOTES: 1 12 and 16 cells feature two rows of cells. 2 MVOLT standard for 120V and 277V applications. Some options require voltage specified, 3 Must specify voltage. Options 1/3 One 3-lamp ballast GEB101S Electronic ballast, <10%THD, Instant Start GEB10RS Electronic ballast, <10%THD, Rapid Start EL Emergency battery pack (nominal 300 lumens) GLR Internal fast -blow fuse3 GMF Internal slow -blow fuse3 LP ,_ Lamped, specify lamp type and color LP735 Lamped; 700-series, 3500K FTC Full top cover CRE Continuous row, end (KO in shroud end) CRM Continuous row, middle (KOs in both ends) PAF Painted after fabrication (white enamel) CSA CSA Certified NOM NOM Certified JP Palletized and stretch -wrapped, G and MT trim only Fluorescent Sheet #: PM3X-1x4 PAR-300 >. PM3X VA' 3" Louver Family MOUNTING DATA DIMENSIONS Continuous row mounting of flanged units requires CRE and CRM trim op- tions (seeo0ptions). _� ry... Surface or suspended mounting. Unit installation assumed. � IL M UNIT INSTALLATION -Two hanging devices per fixture required on center I 7-1/16 ballast cover fixtures. Four required on fixtures with offset wireway. 4 V4 (179) 3 (108j 12 (305) .. .ry 1B 4 ` SQ ..✓ /16 �' 'Q76) 4-1/4 (179) 3 (108) 12 (305) :. 7 1-1/16 _ 3 4w1/4 1"(76) Q14b@1) W1 .. ......... I I�� r ' !,.... 12 PHOTOMETRICS Calculated using the zonal cavity method in accordance with IESNA LM41 procedures. Floor reflectances are 20%. Lamp configurations shown are typical. Full photometric data on these and other configurations available upon request. PM3 G B 1 328LD Report LTL 6583 - Lumens per lamp = 2900 S/MH (along)1.2 (across)1.9 Coefficient of Utilization Coiling 10% 70% 50% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% 0 79 79 79 77 77 77 73 73 73 1 73 71 69 72 69 67 67 65 64 2 68 63 60 66 62 59 60 57 54 3 62 56 52 61 55 51 54 50 47 4 57 50 45 56 50 45 48 44 41 5 53 45 40 52 45 39 43 39 35 6 49 '41 35 48 40 35 39 34 31 7 45 37 32 44 36 31 35 31 27 8 42 34 28 41 33 28 32 28 24 9 39 31 26 38 30 25 30 25 22 10 37 29 23 36 28 23 27 23 20 Zonal Lumens Summary Zone Lumens %Lamp %Fixture 0-30 565 19.5 29.5 0-40 1016 35.0 53.0 0-60 1802 62.2 94.1 0.90 1916 66.1 100.0 90-180 0 0 0 0-180 1916 66.1 .100.0 PM3 G B 2 32 8LD Report LTL 6584 - Lumens per lamp = 2900 S/MH (along)1.2 (across)1.6 Coefficientof Utilization Ceiling 80% 70% 50% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% 0 80 80 80 78 78 78 74 74 74 1 74 72 70 73 70 68 68 66 64 2 69 64 60 67 63 59 61 58 55 3 63 57 52 62 56 52 54 51 47 4 58 51 46 57 50 45 49 44 41 5 54 46 40 52 45 40 44 39 36 6 50 41 36 48 41 36 40 35 32 7 46 38 32 45 37 32 36 31 28 8 43 34 29 42 34 29 33 28 25 9 40 31 26 39 31 26 30 26 22 10 37 29 24 37 29 24 28 23 20 Zonal Lumens§ummary Zone Lumens %Lamp %Fixture 0 ^0-3..... 12 22 2-0...9-31..3__ 0. ... 0-40 2094 36.1 54.0 0-60 3651 63.0 94.1 0-90 3878 66.9 100-.0 90-180 0 0 0 0-180 3878 66.9 100.0 An SDI cultyBrands Company Sheet #: PM3X-1A ©1995 Acuity Brands Lighting, Inc., Rev. 8114/08 PM3 G B 2 3216LD Report LTL 6585 - Lumens per lamp = 2900 S/MH (along)1.2 (across)1.3 Coefficient of Utilization Ceiling 80% 70% 50% Wall 70% 50% 30% 70% 50% 30% 50% 30% 10% 0 67 67 67 66 66 66 63 63 63 1 63 61 59 61 59 58 57 56 54 2 58 54 51 57 53 51 51 49 47 3 54 49 45 52 48 44 46 43 41 4 50 44 40 48 43 39 42 38 36 5 46 40 35 45 39 35 38 34 31 6 43 36 31 42 35 31 34 31 28 7 40 33 28 39 32 28 31 28 25 8 37 30 26 36 30 25 29 25 22 9 35 28 23 34 27 23 27 23 20 10 32 25 21 32 25 21 25 21 18 Zonal Lumens Summary Zane Lumens %Lamp %Fixture 0-30............1.1.30...... 19.5._..__......34 „6..... 0-40 1863 32.1 57.0 0-60 3115 53.7 95.3 0-90 3268 56.4 100.0 90-180 0 0 0 0.180 3268 56.4 100.0 Lithonia Lighting Fluorescent One Lithonia Way, Conyers, GA 30012 Phone:800-858-7763 www.lithonia.com ME= FEATURES & SPECIFICATIONS INTENDED USE — High performance parabolic luminaires for superior light control, visual comfort and light cutoff in open area applications. . ATTRIBUTES — Choice of diffuse or specular louvers utlize the latest devel- opments in louver finishing for minimized louver iridescence; ideal for use with triphosphor lamps. CONSTRUCTION — Black reveal provides floating louver appearance, con- ceals optional air supply slots. Integral T-bar safety clips hold T-bar securely; no fasteners required to install. Overlapping flange and modular ceiling trims factory -installed with standard swing -gate hangers or field convertible with optional trim and hangers. Heavy - gauge hinges, die -formed for maximum strength. Spring action latches. Housing formed from cold -rolled steel. Louvers formed from anodized alumi- num. No asbestos is used in this product. ,FINISH — Five -stage iron -phosphate pretreatment ensures superior paint adhesion and rust resistance. Painted parts finished with high -gloss, baked white enamel. ELECTRICAL SYSTEM — Thermally -protected, resetting, Class P HPF, non - PCB, UL listed, CSA certified ballast is standard. Electronic ballasts are sound rated A. Fixture conforms to UL 1570 and is suitable for damp locations. AWM, TFN, or THHN wire used throughout, rated for required temperatures. LISTING — UL listed (standard). CSA certified or NOM certified (see Options). WARRANTY — Guaranteed for one year against mechanical defects in manufacture. NOTE: Specifications subject to change without notice. Catalog Number Notes Type PARAMAX® Parabolic Troffer P M3ft 1 1 X41 VER J i Width: 12 (305W Depth: 7-1/4 (184) Weight: 18 Ibs (8.2 kg) All dimensions are inches (millimeters). Specifications subject to change without notice„ ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: PM3 G B 2 32 8LD MVOLT GEB101S PM3 32 �. Serves,... ber ula Lam t e �32 Numbe �- Finish PM3 Paramax 3' o mp s 32T8 of culls Low pp arabolic, 1 (48") 6 iridescent 1' wide 2 g anodized 3 9 diffuse silver m ..�....mm....._r Trim . ype ...Grid ...........�w_ — Not included, 12 16 LS Low iridescent G apodized F Overlapping specular silver flange MT Modular fit -in A Air supply/return (slots inside trim) H Heat removal (through lamp cavity) D Combination A & H B Static (no air function, matching appearance) rNOTES: 1 12-cell and 16-cell models feature two rows of cells. 2 MVOLT standard for 120V and 277V applications, some options require voltage specified. 3 Must specify voltage. 1 Volta ge mm Options 120 1/3 One 3-lamp ballast 277 GEB101S Electronic ballast, <10%THD, 347 instant sta rt MVOLTz GEBIORS Electronic ballast, <10%THD, rapid start Others available. EL Emergency battery pack (nominal 300lumens) EL14 Emergency battery pack (nominal 1400lumens) PWS1836 6' prewire, 3/8" die.,18-gauge, I circuit GLR Internal fast -blow fuse3 GMF Internal slow -blow fuse3 LP735 Lamped; 700-series, 3500K LP835 Lamped; 800-series, 3500K LP_,_ Lamped, specify lamp type and color ACS Air closure strips (A & D models only) APB Air -pattern control blades (A & D models only) PAF Painted after fabrication (white enamel) CRE Flanged trim for continuous row mounting (end) CRM Flanged trim for continuous row mounting (middle) CSA CSA Certified NOM NOM Certified JP Palletized and stretch -wrapped, G trim only Fluorescent Sheet #: PM3-1x4 PAR-180 PM31'x4' 3" Louver Family MOUNTING DATA DIMENSIONS Continuous row mounting of flanged units requires CRE and CRM trim op All dimensions are inches (millimeters). Specifications subject to change without notice, tions (see Options). Lay -In Grid (exposed or concealed grid( a Modular Fit -in Trim with swing -gate hangers Overlapping Flanged Trim with swing -gate hangers NOTES: 1 Recommended rough -in dimensions for F trim fixtures 24"x48" (Tolerance is +1/4", -0"). Swing-gato range V to 3-t/4", span 23-1/2" to 26-5/16". PHOTOMETRICS 7-1/41184) 12 (305) 7 1/4 0 84) 12(305) -i Calculated using the zonal cavity method in accordance with IESNA LM41 procedure. Floor reflectances are 20%. Lamp configurations shown are typical. All data based on 25°C. Full photometric data on these and other configurations available upon request. PM3 2 32 6LD 120 GEB Report: LTL12447 LUMENS PER LAMP2850 Luminaire Efficiency: 73.1 % r Coefficients of Utilization pf 20 % PC 80 % 50 % 30% w 70% 50% 300% 50%30%'10% 50%301% 10% 0 87 87 87 81 81 81 78 78 78 1 81 78 76 74 72 70 71 69 68 2 75 70 65 66 63 60 63 61 58 3 69 62 57 59 55 51 57 53 51 t= 4 63 56 50 53 48 45 51 47 44 U 5 59 50 44 48 43 39 46 42 39 6 54 45 39 43 38 34 42 38 34 7 50 41 35 40 34 31 38 34 30 8 47 38 32 36. 31 28 35 31 27 9 44 35 29 33 28 25 33 28 25 10 41 32 26 31 26 23 30 26 23 Zonal Lumen Summary Zone Lumens °% Lamp % Fixture 0° - 30° 1371 24.1 32.9 0° - 40' 2295 40.3 55.1 0° - 60° 3779 66.3 90.8 0' - 90° 4164 73.1 100.0 90` - 180' 0 0.0 0.0 0° - 180' 4164 73.1 100.0 PM3 2 32 8LD 120 GEB Report: LTL12448 LUMENS PER LAMP:2850 Luminaire Efficiency:70.3% Coefficients of Utilization pf 20 % PC 80 % 50 % 30% nw 70% 50 /0 30% 50% 30 % 10 L. 50 % 30 /.10% 0 84 84 84 78 78 7- 75 75 75 1 78 75 73 71 69 68 68 �67 66 2 72 67 63 64 61 58 62 59 57 3 67 60 55 57 53 50 55 52 49 M 4 62 54 49 52 47 44 50 46 43 05 57 49 43 47 42 38 45 41 38 6 53 44 39 42 38• 34 41 37 34 7 49 40 35 39 34 30 38 33 30 8 46 37 31 35 31 27 35 30 27 9 43 34 28 33 28 25 32 28 25 10 40 31 26 30 26 22 30 25 22 Zonal Lumen Summary Zone Lumens % Lampe % Fixture 0` - 30` 1366 24.0 34.1 0' - 40' 2287 40.1 57.1 0° - 60' 3713 65.1 92.7 0° - 90° 4005 70.3 100.0 90° - 180' 0 0.0 0.0 0'- 180° 4005 70.3 100.0 01A i.Ir"amA Llmvrlyva - An `McuitV rands Company Sheet* MIA ©1994 Acuity Brands Lighting, Inc., Rev. 11/26/07 PM3 2 32 9LD 120 GEB Report: LTL12450 LUMENS PER LAMP2850 Luminaire Efficiency:69.3% Coefficients of Utilization pf 20°% PC 80 % 50 % 30% wv70`f°+y50%30% 50%30%10°/a 500%30%10% 0 83 83 83 77 77 77 74 74 74 1 77 75 72 70 68 67 67 66 65 2 71 67 63 63 60 58 61 58 56 3 66 60 55 57 53 50 55 52 49 cc 4 61 54 48 51 47 43 50 46 43 05 56 48 43 46 42 38 45 41 38 cc 6 52 44 38 42 37 34 41 37 33 7 48 40 34 38 34 30 37 33 30 8 45 37 31 35 30 27 34 30 27 9 42 34 28 32 28 24 32 27 24 10 40 31 26 30 25 22 29 25 22 Zonal Lumen Summary Zone Lumens % Lamp % Fixture 0' - 30° 1357 23.8 34.3 0' - 40' 2274 39.9 57.5 0° - 60° 3682 64.6 93.1 0` - 90` 3953 69.3 100.0 90° - 180° 0 0.0 0.0 0° - 180' 3953 69.3 100.0 Lithonia Lighting Fluorescent One Lithonia Way, Conyers, GA 30012 Phone:800-856-7763 www.lithonia.com IA L/THON/A L/GHT/NG- FEATURES & SPECIFICATIONS INTENDED USE — High performance parabolic luminaires for use in open area applications and electronic offices where optical control, visual comfort and light cut-off are important. ATTRIBUTES — Design optimized for use with T8 lamps and low -profile electronic ballasts. Choice of diffuse or specular louvers utilizing the latest developments in louver finishing for minimized louver iridescence. ,CONSTRUCTION — Black reveal provides floating louver appearance, conceals optional air -supply slots. Square corner end plates improve strength and durability. Integral T-bar safety clips hold fixture to T-bar securely; no fasteners required. Heavy -gauge hinges die -formed for maximum strength; spring action latches concealed in black reveal. Housing formed from cold -rolled steel. Louver formed from anodized aluminum. No asbestos used in this product. Overlapping flange and modular ceiling trims available factory installed with swing gate hangers or field convertible with optional trim and hangers. FINISH — Five -stage iron -phosphate pretreatment ensures superior paint adhesion. Paihted parts finished with high -gloss, baked white enamel. ELECTRICAL SYSTEM — Thermally -protected, resetting, Class P, HPF, non - PCB, UL Listed, CSA certified ballast is standard. Electronic ballasts are sound rated A. Fixture conforms to UL1570 and is suitable for damp locations. AWM, TFN or THHN wire used throughout, rated for required temperatures. LISTING — UL Listed (Standard), CSA Certified or NOM Certified (see Options). WARRANTY — Guaranteed for one year against mechanical defects in manufacture. Catalog Number Notes Type Le ngth: (609;^ons e Width:( 48 1218 Depth: 4-1/2 (114) Weight: 32 Ibs (14.5 kg) PARAMAM' Parabolic Troffer 3" Louver Family 48 (1218 4-1/2 a..t_. 014) 8 24 ro(609) ,.w.•,. All dimensions are inches (millimeters). Specifications subject to change without notice. _. ......... .._..._- _ .._..-— ....... --- ... —_ Y ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: 2PM3N G B 3 32 18LD MVOLT 1/3 GE13101S 2PM3N 32 Sere.. E., Air function �.. �.. Lam qy Voltage . .... 2PM3N Paramax B No air _mpe.� 32 32WT8 .,� MVOLTz 3" louver function (48") 120 family A Air supply/ 277 return (slots in — side trim) Number of 347 H Heat removal lamps Others (through lamp 2 available. cavity, 3 dampers available) 4 D Dual function Not included. supply/return/ _. removal Trim type Num ber of cells' YP Louver fi nish G Grid 12 LD Low m.. F Overlapping 18 iridescent flange 32 anodized MT Modular fit -in 16 diffuse silver LS ST Screw slot 24 Low iridescent anodized NOTES: specular 3 Some options incrbase fixture depth, 1 Standard louver configuration: silver Consult factory if plenum space is a 2lamps = 12 cells, diffuse silver concern. 3 lamps = 18 cells, diffuse silver 4 Must specify circuit wiring. Refer to 4 lamps = 32 cells, diffuse silver W WW N10.1VvtgdBmrSzrntftq.4 for additional 9 MVOLT standard for 120V and 277V information. application§. Some options require 5 Must specify voltage. voltage specified„ 6 Available with 3-lamp 18 or 24 cell only, Options' (blank) Twoballasts 1/3 One 3-lamp ballast 1/4 One 4-lamp ballast 1/41/2 Use with LST. One 4-lamp and one 2-lamp ballast. GEB101S Electronic ballast, <10%THD, instant start GEBIORS Electronic ballast, <10% THD, rapid start EL Emergency battery pack (nominal 300 lumens EL14 Emergency battery pack (nominal 1400 lumens) PWS1836 6' prewire, 3/8" dia.,18-gauge, 3 wires PWS1846 6' prewire, 3/8" dia.,18-gauge, 4 wires QFC313_ Reloc Quick -Flex 12/3G,13' 1,4.e LST Tandem fixture pairs (shared ballasts) LP,„,.-, Lamped; specify lamp type and color LP735 Lamped 700 Series, 3500K GLR Internal fast -blow fuse' GMF Internal slow -blow fuse' ACS Air closure strips (A and D models only) APB Air -pattern control blades (A and D models only) PAF Painted after fabrication (white enamel) 213 Two reflector channel covers' JP Palletized and stretch -wrapped (G and MT trim only) CSA CSA Certified NOM NOM Certified Fluorescent Sheet #: 2PM3N-2x4 PAR-130 2PM3N TA' 3" Louver Family MOUNTING DATA Continuous row mounting of flanged units requires CRE and CRIVI trim options (see options), Appropriate Ceiling Type -- - ------- . . ........... . . .. Trim Type Exposed grid tee G .................. __ Concealed grid too ..... . ........................... . . . ..... G,ST Concealed Z-spfine . . . ......... F, MT ......... . .......... ..... . We' t"a n (consult factory) . .... ..... . IVIT Screw Slot (Consult factory) ST Acoustical tile, plaster or plasterboard F on rigid Support parallel to lamps . . . . ......... G F1 =1LJ ,gri L8y-in Gridoncealed(exd)posed Overlapping Flanged Trim or cj ���ate hangers .......... IVIT ST Qi ... 4... .. . Modular Fit -in Trim with swing -gate hangers Screw or bolt slot grid NOTE: 1 Recommended rough -in dimensions for F trim fixtures 24"x48" (Tolerance is +1/4", -0"). Swing -gate range 1-7/16" to 3-7/16", span 23-1/2" to 26-7/16", DIMENSIONS -- ------------------ - -- - - 4-1/2 r 1141 �71) 24 (609) 4-1/2 2-13/16 71) (69) (1 4) 24 (609) PHOTOMETRICS G'0_tgY stwod'aftt LE-.9 Calculated using the zonal cavity method in accordance with IESNA LM41 procedures. ANNUAL LAM P LAMP BALLAST Floor reflectances are 20%. Lamp configurations shown are typical Full photometric data LERYP ENERGY COSr' DES CHIPTION LUMENS FACTOR WATTS on these and other configurlations available upon request. ''1 11 ... ... ..... I . 65 (LD louver) $3.69 (2) 32WT8 . . ................ 2850 .88 59 66 (LD louver) $3.64 (3) 32WT8 2850 .88 85 59 H louver) $4,07 (4) 32WT8 2850 '88 112 Cornpararive yearly lighting energy cost per 1000 lumens. .. ... . . . ........ - TEST NO: LTL14496 2PM3N 2 32 12LD LUMENS PER LAMP: 2850 LAMPS PER LUMINAIRE: 2 Coefficients of Utilization pf 20% PC 80% 70% 50% PW 50%30%10% 50%30%10% 50%30%10% 0 11 1 91 91 89 89 89 as as 85 1 .2 70 76 80 77 75 77 75 73 2 72 67 63 71 66 63 68 64 61 3 64 66 53 62 57 53 60 56 52 4 56 50 45 55 49 45 53 48 " C) 5 50 44 39 49 43 38 4' 42 38 Of 6 45 38 34 44 38 33 43 37 33 7 41 34 29 40 34 29 39 33 29 37 31 26 36 30 26 35 30 26 34 20 23 33 27 23 32 27 23 10 31 25 21 31 25 21 30 25 21 Zonal Lumen Summary Zone Lumens % Lem-, % Fi.l,,,. ' 0'-30' 1177.9 20.7 26.9 0' - 40' 2015.8 35.4 46.1 0* - 60* 3919.0 68.8 tg.6 00 -900 4372.0 76.7 100.0 901-180, 0.0 0.0 0.0 0'-180' 4372.0 76.7 100.0 TEST NO: LTL14671 2PM3N 3 32 1 OLD LUMENS PER LAMP: 2B50 LAMPS PER LUMINAIRE: 3 Coefficients of Utilization Pf 20% PC 80% 70% 50% _LL_,sq, 9% 1 , L 0 go 89 us 07 87 87 03 03 03 1 80 78 75 79 76 74 76 74 72 2 71 67 63 70 66 63 67 64 61 3 64 58 54 62 57 53 60 56 53 4 57 51 46 56 50 46 54 49 45 5 51 45 40 50 44 40 49 44 40 6 46 40 35 45 39 35 .44 39 35 7 42 30, 31 41 35 31 40 35 31 a 38 32 28 38 32 2B 37 31 28 9 35 29 25 34 29 25 34 28 25 10 32 26 23 32 26 23 31 26 22 Zonal Lumen Summary Zane Luollwulms % LAr j % -i igL2, 1982.1 23.2 30.9 0* - 40' 3413.2 39.9 53.1 0* - 60' 5866.8 68.6 91.4 0' - 90' 6422.1 75.1 100.0 90* - 180* 0.0 0.0 0.0 Oa - 1800 6422.1 75.1 100,0 = A M An'rMcuity&ands Company Sheet #: 2PM3N-2x4 01997 Acuity Brands Lighting, Inc., Rev. 8/20/08 V TEST NO: LTL14541 2PM3N 4 32 32LD LUMENS PER LAMP: 2060, LAMPS PER LUMINAIRE: 4 Coefficients of Utilization pf 20% PC 80% 70% 50% jA% 0 79 19 79 _50743wvs_Nq'9k 77 77 77 _50tV4(1' 74 74 74 1 71 09 07 70 64 156, 67 65 04 2 64 60 57 63 59 56 60 57 55 3 67 63 49 56 52 48 54 51 48 % 4 $1, 46 42 50 46 42 49 45 42 5 46 41 37 46 41 37 44 40, 37 61 42 37 33 41 36 33 40 36 32 1 36 31 2'9 30 33 29 31 32 29 A 35 30 26 35 30 26 34 29 26 9 32 27 24 32 27 '14 31 27 23 10 30 25 22 219 25 21 29 24 21 2oror Lornan Summary Zone jMt� g - - �� 1�Luqqm % Fixhire 0' - 30* 2650.0 23.2 35.1 0* - 40* 4348.4 38.1 57.6 0' - 60' 7076.5 62.1 93.7 00 -900 7551.E 66.2 100.0 90* - 180* 0.0 0.0 0.0 0* - 180' 7551.8 66.2 100.0 Lithonia Lighting Fluorescent One Lithonia Way, Conyers, GA 30012 Phone: 800-858-7763 Fax: 770-929-8789 wwvv.lithania.com FEATURES & SPECIFICATIONS INTENDED USE — High performance parabolic luminaires for use in open area applications and electronic offices where optical control, visual comfort and light cut-off are important. ATTRIBUTES — Design optimized for use with T8 lamps and low -profile aelectronic ballasts. Choice of diffuse or specular louvers utilizing the latest developments in louver finishing for minimized louver iridescence. CONSTRUCTION — Black reveal provides floating louver appearance, conceals optional air -supply slots. Square corner end plates improve strength and durability. Integral T-bar safety clips hold fixture to T-bar securely; no fasteners re- quired. Heavy -gauge hinges die -formed for maximum strength; spring action latches concealed in black reveal. Housing formed from cold -rolled steel. Louver formed from anodized alumi- num. No asbestos used in this product. Overlapping flange and modular ceiling trims available factory installed with swing gate hangers or field convertible with optional trim and hangers. FINISH — Five -stage iron -phosphate pretreatment ensures superior paint adhesion. Painted parts finished with high -gloss, baked white enamel. ELECTRICAL SYSTEM — Thermally -protected, resetting, Class P, HPF, non - PCB, UL Listed, CSA certified ballast is standard. Electronic ballasts are sound rated A. Fixture conforms to UL1570 and is suitable for damp locations. AWM, TFN or JHHN wire used throughout, rated for required temperatures. LISTING — UL Listed (Standard), CSA Certified or NOM Certified (see Options). WARRANTY Guaranteed for one year against mechanical defects in manufacture. Specifications subject to change without notice. Catalog Number Notes Type PARAMAX® Parabolic Troffer 3" Louver Family 6"WideULamps w. Specifications (b20gb, Length. 24 (609) Width: 24 (609) 0114) w (1 Depth: 4-1/2 (114) 24 Weight: 16 lbs (7.3 kg) (609)" 1__-_ All dimensions are inches (millimeters) unless otherwise noted. ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: 2PM3N G B 2 U316 9LD MVOLT GE13101S 2PM3N 2 Serves - � Number � Lamp type ---� V01tag0�� . 2PM3N Paramax of lamps U316 31W MVOLT z 3" louver family 2 T8 U 120 Not (V leg) 277 included. 347 Others available. ---- Tnm type Air function No Lo uw �er finish G Grid B No air function cells' � W Low F Overlapping A Air supply/return 6 iridescent flanae (slots in side trim) 9 anodized MT Modular fit -in H Heat removal 12 diffusesilvpr ST Screw slot (through lamp 16 LS Low cavity, dampers iridescent available) anodized D Dual function specular supply/return/ silver removal NOTES: 1. MVOLT standard for 120V and 277V applications. Some options require voltage specified. 2. Some options increase fixture depth. Consult factory if plenum space is a concern. I Must specify circuit wiring. Refer to www.lithonia,com/Reloc for additional information 4. Must specify voltage, Fluorescent I Options' 1/4 One 4-lamp ballast. For use with LST GEB101S Electronic ballast S10% THD, instant start GEB10RS Electronic ballast, <10%THD,rapid start EL Emergency battery pack (nominal 300 lumens; see Fluorescent battery packs tab) EL14 Emergency battery pack PWS1936 6' prewire, 3/8" dia.,18-gauge, 3 wires QFC213 Reloc Quick -Flex LST Tandem fixture pairs (shared ballasts) LP_ Lamped; specify lamp type and color LP735 Lamped; specify lamp type and color, GLR Internal fast -blow fuse' GMF Internal slow-blowfuse, ACS Air closure strips (A and D models only) APB Air -pattern control blades (A and D models only) PAF Painted after fabrication (white enamel) JP Palletized and stretch -wrapped (G and MT trim only) fSA;. CSA Candied ,m.... j k tt l NO Cortificid f �If f p li Sheet #: 2P'A e. f PAR-100 2PM3N 2'x2' 6" U Lamps, 3" Louver Family MOUNTING DATA DIMENSIONS Continuous row mounting of flanged units requires CRE and CRM trim options (see Options), Appropriate Ceiling Type Trim Type Exposed tee C led grid tee Concealed G, ST Ilne F MT Mpan (consult. ...... ........ Metal p factory) MT Screw slot (consult factory) STµ Acoustical tile, plaster or on rigid support parallel toplampsboa plasterboard F G -_m Lay -in Grid (exposed or concealed grid) MT Ird . .... Modular Fit -In Trim with swing -gate hangers Overlapping Flanged Trim with swing -gate hangers -. .... ST Screw or bolt slot grid NOTE: 1 Recommended rough -in dimensions for F trim fixtures 24"x24" (Tolerance is +1/4", -0"). Swing -gate range 1-7/16" to 3-7/16", span 23-1/2" t0 26-7/16", u 2-13/16 3-1/2 (114) 8 (71) (89) 1 M PHOTOMETRICS Calculated using the zonal cavity method in accordance with IESNA LM41 procedures, Floor reflectances are 20%. Lamp configurations shown are typical. Full photometric data on these and other configurations available upon request TEST NO: LIL14506 2PM3N 2U316L LUMEN'$ PER LAMPt 2850 LAMPS PER LUMINAIRE: 2 Coefficients of Utilization of 20 PC 80% 70% 50% 0 03 63 63 __..... 81 B1 81 77 7777 1 75 72 70 73 71 69 70 68 67 2 66 62 59 65 61 58 63 60 57 3 59 54 50 58 53 50 56 52 49 4 53 47 43 52 47 43 50 46 42 U 5 48 42 38 47 41 37 45 41 37 6 43 37 33 42 37 33 41 36 33 7 39 33 29 38 33 29 37 33 29 8 36 30 26 '35 30 26 34 29 26 9 33 27 24 32 27 23 31 27 23 10 30 25 21 30 25 21 29 24 21 Zonal Lumen Summary Zory'in... 0' - 30° 1269.5 22.3 32.0 0° - 40' 2135.9 37.5 53.8 y 0° - 60' 3634.7 63.8 91.6 0' -90° 3969.3 69.6 100.0 90' - 180° 0.0 0.0 0.0 0° - 180° 3969.3 69.6 100.0 TEST NO: LTL14507 2PM3N 2U316L 16 LUMENS PER LAMP: 2850 LAMPS PER LUMINAIRE: 2 Coefficients of Utilization pf 20 gac 80% 70,14 50'% t0,n6.ffa"LI ,✓' v,0''a,313,61(m, 0' 70 70 70 68 60 68 65 05 65... 1 63 fit 59 62 60 58 59 58 56 2 56 53 50 55 52 49 53 50 48 3 50 46 43 49 45 42 47 44 41 of 4 45 40 37 44 40 36 43 39 36 0 5 40 35 32 40 35 32 38 34 31 6 36 31 28 36 31 28 35 31 28 7 33 28 25 33 28 25 32 28 25 8 30 25 22 30 25 22 29 25 22 9 28 23 20 27 23 20 27 23 20 10 26 21 18 25 21 18 25 21 18 Zonal Lumen Summary ,Curaea it xacritwr„µ 0fW k.xto.. vats ✓ p �xgta4q 9° -30° 1078.1 18.9 32.2 0° - 40° 1 773 .9 31.1 53.0 " 0° - fi0° 3113.4 54.6 93.0 0° - 90° 3349.4 58.8 100.0 901- 180° 0.0 0,0 0.0 0° - 180° 3349.4 58.8 100.0 OA' LPMAIVAMA LAG.H P100 An ""McuityBrands Company Sheet #: PM3N W U 01997 Acuity Brands Lighting, Inc., 6/25/07 Lithonia Lighting Fluorescent One Lithonia Way, Conyers, GA 30012 Phone:800-858-7763 Fax:770-929:8789 www.lithonia,com Vq LOWER DOOR NO., TYPE, FLOOR DOOR SIZE DOOR SCHEDULE MATERIAL RATING" FRAME NOTES HARDWARE LOCK OPENER CL05ER I G 12'-0"x7'-O" ALUM / GLA55 ALUMINUM PAIR BYPA55 SLIDERS, W/ EMER PUSH OPEN AUTOMATIC AUTOMATIC 2 A 4'-0"x7'-O" WOOD / GLA55 20 MINUTE WOOD PROXIMITY CARD READER PARALLEL ARM 3 A 4'-0"x7'-O" WOOD / GLA55 20 MINUTE WOOD PROXIMITY CARD READER PARALLEL ARM 4 B 3'-0"x7'-O" WOOD 20 MINUTE WOOD PROXIMITY CARD READER, PARALLEL ARM 5 B 3'-0"x7'-0" WOOD 20 MINUTE WOOD PARALLEL ARM 6 B 1 3'-0"x7'-O" WOOD 20 MINUTE WOOD PROXIMITY CARD READER PARALLEL ARM 7 A 3'-0"x7'-0" WOOD / GLA55 20 MINUTE WOOD PROXIMITY CARD READER PARALLEL ARM 8 B 3'-0"x7'-O" WOOD 20 MINUTE WOOD PASSAGE PARALLEL ARM 9 B 3'-0"x7-0" WOOD 20 MINUTE WOOD KEY PARALLEL ARM 10 B 3'-0"x7-0" WOOD 20 MINUTE WOOD KEY AR PALLEL ARM II C 3'-0"x7'-O" WOOD WOOD PRIVACY 12 C 3'-0"x7'-O" . WOOD WOOD PA55AGE PARALLEL ARM 13 C 31-011x7'-O" WOOD WOOD PASSAGE 14 C 3'-0"x7'-O" WOOD WOOD KEY 15 C 3'-0"x7'-O" WOOD WOOD PASSAGE 16 C 3'-0"x7'-O" WOOD WOOD PA55AGE 17 C 3'-0"x7'-O" WOOD WOOD KEY 18 C 3'-0"x7'-O" WOOD WOOD "' KEY 19 E 3'-0"x7'-0" WOOD / GLA55 WOOD PA55AGE 20 D 4'-0"x7'-O" WOOD WOOD PAIR OF BI-FOLDS KNOB 21 D 4'-0"x7'-O" WOOD WOOD PAIR OF BI-FOLDS KNOB 22 F 4'-0"x7'-O" ALUM / GLA55 ALUMINUM W/ 2' 51DELITE PROXIMITY CARD READER PARALLEL ARM 23 C 3'-0"x7'-0" WOOD WOOD KEY 24 C 3'-0"x7'-O" WOOD WOOD KEY 25 C 3'-0"x7'-O" WOOD WOOD PA55AGE 26 C 3-0"x7'-O" WOOD WOOD PASSAGE 27 C 3'-0"x7'-O" WOOD WOOD PA55AGE 28 C 3'-0"x7'-O" WOOD WOOD PA55AGE 29 C 3'-0"x7'-O" WOOD WOOD PASSAGE 30 C 3'-0"xT-0" WOOD WOOD PA55AGE 31 C 3'-0"x7'-O" WOOD WOOD PASSAGE 32 C xT 3'-0"-O" WOOD WOOD PA55AGE 33 C 3'-0"x - 0" WOOD WOOD PASSAGE 34 C 3' 0"x7'-0" WOOD WOOD 35 C 3'-0 x7' 0' WOOD WOOD IVAC Y 36 C 3'-0 x7' 0" WOOD WOOD pi 37 C 3'-0 xT-0 WOOD WOOD PPP � " `. . � � . - ° � "„ � " AAAG:f A"��sA"F�: 36 C 3'-0 x7' 0 WOOD WOOD " I"A55AGE 39 C 3'-O x7'-0' WOOD WOOD - ",A55AGE 40 C 3'-0 x7' 0' WOOD WOOD A5PaAG[ PARALLEL ARM 41 C 3'-0'x7' 0 WOOD WOOD ,EY 42 C 3'-0'x7'-0 WOOD WOOD AL5AGI! 43 C 3'-0 x7'-0' WOOD WOOD 44 C 3'-0"x7'-0" WOOD WOOD A55AGE 45 C 3'-0"x7'-O" WOOD WOOD r, m v. PA55AGE 46 C 3'-0"x7'-O" WOOD WOOD PRIVACY 47 C 3-0"x7'-O" WOOD WOOD PRIVACY 48 C i 3'-0"x7'-O" WOOD WOOD KEY 49 C « 2'-6"x7'-0" WOOD WOOD KEY 50 51 52 C C C 3'-0 x7 0 3'-0 x7 -0 3'-Ox7-0 WOOD WOOD WOOD WOOD WOOD WOOD m It PRIVACY PA55AGE PASSAGE PARALLEL ARM PA55AGE 54 C 3-Ox7-O WOOD WOOD PASSAGE 55 C 2'-6 x7' 0" WOOD WOOD PA55AGE 56 57 58 C C C 3'-0 x7' O" 3'-0 x7'-0" 3'-0 x7' O" WOOD WOOD WOOD WOOD WOOD WOOD " TON PASSAGE PASSAGE PRIVACY 59 C 3'-0x7-O" WOOD WOOD PASSAGE 60 E 3'-0 x7' O" WOOD / GLA55 WOOD -"~ PASSAGE 61 C 3'-0"x7'-0" WOOD WOOD PRIVACY 62 C 3'-0"x7'-0" WOOD WOOD PASSAGE 63 C 3'-0"x7'-O" WOOD WOOD PASSAGE 64 C 3'-0"x7-O" WOOD WOOD KEY 65 F 4'-0"x7'-0" ALUM / GLASS ALUM W/ 2' SIDELITE PROXIMITY CARD READER PARALLEL ARM 66 A 31-0"x7'-O" WOOD / GLA55 20 MINUTE WOOD PROXIMITY CARD READER PARALLEL ARM 67 A 31-011x7'-O" WOOD / GLASS 20 MINUTE WOOD PROXIMITY CARD READER PARALLEL ARM 68 F 3'-6"x7-0" ALUM /GLASS ALUM PROXIMITY CARD READER PARALLEL ARM A-& S ke-r jc\" S+re� Offices TYPE A: 50LID CORE WOOD, 20 MIN RATED A55EM13LY W/ MAX 100 5Q. IN, FIRE -RATED GLAZING IN I -HOUR PA55AGEVVNe'' TYPE B: 50LID CORE WOOD, 20 MIN RATED ASSEMBLY FOR I -HOUR PA55AGEWAY TYPE C: 50LID CORE WOOD WITH TYPE D: 50LID CORE WOOD BIFOLD TYPE E: 50LID CORE WOOD W/ G"x30" TEMPERED GIA55 LITE TYPE F: 12'-0"x7'-G" HOPTON SERIES 2003 BELT DRIVE, AUTOMATIC SLIDE DOOR, TYPE I I OP-5X-5X-P, SURFACE MOUNTED, W/ 5'-7" BREAKOUT OPENING TYPE G: ALUMINUM STOREFRONT W/ TEMPERED GLAZING A - RATED- (3 - RATED C D E F POCKET SLIDE- SLIDE- POCKET AREA �WI4 *INGI AREA G DOOR SHCEDULE NOTES; NOTE: BOTTOM 10" OF DOORS 5HALL HAVE SMOOTH UNINTERRUPTED SURFACE THAT ALLOWS DOORS TO TO OPENED BY WHEELCHAIR FOOTREST W/O CREATING A TRAP OR HAZARDOUS CONDITION, 2 OPENING FORCE FOR INTERIOR SIDE -SWINGING DOORS WITHOUT CLOSERS 5HALL BE 5 PUND5 MAX. FOR OTHER DOORS, THE LATCH 5HALL RELEASE WHEN SUBJECTED TO A. 15-POUND FORCE, DOORS SHALL BE 5ET IN MOTION WHEN SUBJECTED TO A 30-POUND FORCE. DOORS 511ALL SWING TO FULLY OPEN P051TION WHEN 5UBJECTEC TO A 15-POUND FORCE, PER IBC 1005,1.2. 3 EGRE55 DOORS 5HALL BE READILY OPERABLE FROM THE EGRE55 51DE WITHOUT THE U5E OF A KEY OR SPECIAL KNOWLEDGE, PER IBC 1006 1.8. 4, DOOR OPERATING HARDWARE SHALL BE INSTALLED AT 34" MIN TO 45" MAX HEIGHT, PER ICC / AN51 A 1 17,1, 404,2.G. 5, KEY -OPERATED LOCKING DEVICES MAY BE USED ON THE EGRE55 51DE OF MAIN ENTRI DOORS IF AREADILY V15113LE 51GN 15 P05TED ON THE EGRE55 51DE ON OR ADJACENT TO THE DOOR. 51GN SHALL STATE " TH15 DOOR TO REMAIN UNLOCKED WHEN BUILDING OCCUPIED", PER IBC 1008.1.8.3. Skerlvx :5+r--e offi ces Ott 117) U08 • LOWER FLOOR FIN15H SCHEDULE ROOM 'Room FLOOR BASE NO, NAME EAST ENTRY HALL HALL HOU5KEEPING G SUPPLIES STAIRS ELECTRICAL ELEVATOR MECHANICAL WAITING- I WAITING-2 RE5TROOM EXAM-BG EXAM-B5 PRO FXAM-B DOCTORS-62 DOCTORS-BI EMPLOYEE BREAK ROOM CORRIDORS NURSES STATION-B SOUTH ENTRY DOCTORS-A2 DOCTOR5-AI CHARTS C STORAGE PRO EXAM -A EXAM -AI EXAM 0\2 EXAM-A3 EXAM-A4 EXAM-A5 EXAM -AG STAFF STAFF REST'OOM STAFF SHOWER TRANSCRIPTIONS REFFERAL COORDINATOR CHECKOUT RECEPTION OFFICE OFFICE MANAGER EXAM-B4 EXAM-33 EXAM-B2 EXAM-BI NURSES STATION -A CLEAN LAB PATIENT RE5TROOM-A DIRTY LAB PATIENT RE5TROOM-B WAITING RE5TROOM RECEPTION OFFICE CORRIDORS NURSES STATION-C EXAM-C I EXAM-C2 EXAM-C3 STORAGE CLEAN LAB DIRTY LAB PATIENT RE5TROOM-C STAFF RE5TROOM EMPLOYEE BREAK ROOM EXAM-C4 EXAM-05 DOCTORS-C I NORTH ENTRY ENT,�Y MAT CARPET TILES CARPET TILES SHEET VINYL CONCRETE CONCRETE CARPET TILES CARPET TILES SHEET VINYL SHEET VINYL 5HEET VINYL SHEET VINYL CARPET TILES CARPET TILES CARPET TILES 4 VINYL CARPET TILES CARPET TILES CARPET TILES is MAT CARPET TILES CARPET TILES CARPET TILES SHEET VINYL SHEET VINYL SHEET VINYL SHEET VINYL SHEET VINYL SHEET VINYL SHEET VINYL CARPET TILES SHEET VINYL SHEET VINYL CARPET TILES CARPET TILES CARPET TILES CARPET TILES CARPET TILES SHEET VINYL SHEET VINYL SHEET VINYL SHEET VINYL CARPET TILES SHEET VINYL SHEET VINYL SHEET VINYL SHEET VINYL CARPET TILES 51EET VINYL CARPET TILES CARPET TILES CARPET TILES SHEET VINYL 51EET VINYL SHEET VINYL CARPET TILES 5HEET VINYL SHEET VINYL 511EET VINYL SHEET VINYL CARPET TILES d VINYL SHEET VINYL SHEET VINYL CARPET TILES ENTRY MAT WOOD WOOD WOOD VINYL VINYL VINYL WOOD WOOD SHEET VINYL WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD 51EET VINYL SHEET VINYL WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD SHEET VINYL WOOD SHEET VINYL WOOD 51EET VINYL WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD 51EET VINYL SHEET VINYL WOOD WOOD WOOD WOOD WOOD NORTH GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD" GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD' GYP BOARD GYP BOARD' GYP BOARD GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD QYP BOARD' GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD WALLS EAST .............. GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD „ GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD' GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD' GYP BOARD GYP BOARD' GYP BOARD GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD' GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD SOUTH GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD CONCRETE GYP BOARD GYP BOARD GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD' GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD' GYP BOARD GYP BOARD' GYP BOARD GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD' GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD w WEST GYP BOARD GYP BOARD GYP BOARD GYP BOARD CONCRETE CONCRETE GYP BOARD GYP BOARD GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD' GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD' GYP BOARD GYP BOARD' GYP BOARD GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD' GYP BOARD' GYP BOARD GYP BOARD GYP BOARD GYP BOARD GYP BOARD CEILING I -HR GYP BOARD I -HR GYP BOARD I -H,R GYP BOARD 2x2 SUSPENDED 2x4 5U5P I I -HR GB 2x2 SUSPENDED 2x2 SUSPENDED GYP BOARD 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 5U5PENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 51,15PENDED 2x2 5U5PENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 5U5PENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 5U5PENDED GYP BOARD GYP BOARD 2x2 SUSPENDED 2x2 5U5PENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED GYP BOARD 2x2 SUSPENDED GYP BOARD 2x2 SUSPENDED GYP BOARD 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 5U5PENDED 2x2 SUSPENDED 2x2 SUSPENDED GYP BOARD GYP BOARD 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED 2x2 SUSPENDED GYP BOARD g/Y NOTES CLA55 A FINISHES CLA55 A FINI5HE5 CLA55 A FINISHES EXISTING CLA55 A FINISHES '48" LAMINATE WAINSCOT '48" LAMINATE WAINSCOT '45" LAMINATE WAINSCOT 348" LAMINATE WAINSCOT 48" LAMINATE WAINSCOT '48" LAMINATE WAINSCOT '46" LAMINATE WAINSCOT '48" LAMINATE WAINSCOT CLA55 A FINISHES �kerl' - an Stl,-ee+ 0�1C'eS A-6 b-t, 1-7, Z008 p 0 IN FINISH SCHEDULE NOTES;. I BRAND NAME 4 MODEL OF SUSPENDED CEILING SYSTEM WILL BE DETERMINED AT TIME OF BID, MATERIAL5 4 INSTALLATION 51ALL CONFORM TO REQUIREMENT5 OF CB 803.9 4 51E15MIC ZONE D. 2, THERE WILL BE NO PENETRATION5 THROUGH I -HOUR PA55AGEWAY WALL5. AIR DIFU55ER5 THROUGH I -HOUR CEILING SHALL HAVE FU51BLE-LINK DAMPERS. 3. INTERIOR FIN15HE5 IN I -HP, EXIT PA55AGEWAY5, 5TAIR5, AND ELEVATOR SHAFT SHALL BE CLA55 A, WI FLAME 5PREAD OF 0-25 AND 5MOKE DEVELOPED OF 0-450. I'. REMAINING INTERIOR FIN15HE5 MAY BE CLA55 C, PER ICE, TABLE 803.5. 5. A--(o at n, w9 SheriAaK 5+r-ee-+ 07f - h'c -es t SHE RIDAN ST '1T .-FFICES CQIVI� RgMeW for D"',. fames MrrC4u9n By Wendy Ryan, Architect Q 4 o) ni• • -u-n• •, 302.11.1 Separation: Incidental use areas shall have 1-hour separation from remainder of building or automatic fire -extinguishing system shall be provided. Walls shall e"d to the underside of the deck above or to a fire -rated ceiling assembly, Applicable areas include: • Storage rooms over 100 sq ft • Waste & Linen Collection rooms over 100 sq ft 302.2.1 Assembly Areas: Accessory assembly areas under 750 square feet are not considered separate occupancies. (Conference Room as shown is 619 sq ft) Table 302.3.2 No occupancy separations required for B to B or B to A 304.1 B Occupancy: Offices, physicians, and laboratories. Table 307.70) Hazardous Materials Storage: Quantities ofhazardous materials are limited or the areas containing the materials will be classified as H occupancy and will require appropriate separation. Table 601 Fire -Resistance Ratings: For Type V B Construction, fire resistance required for all building elements is 0. E� M 1003.2 Ceiling Height: 7 feet minimum 1003.3.1 Protruding Objects Height: 6'-8" minimum, and 50% of area of corridor maximum 1004.1 Occupant Load: 14,800 sq ft total, with 177 occupants for egress requirements • B Occupancy: 12,927 sq ft (1 occupant/100 sq ft =130 persons • A Occupancy: 619 sq ft (1 occupant/15 sq ft) = 42 occupants • Accessory Storage Areas & Mechanical Equipment Rooms: 1254 sq ft (1 occupant/300 sq ft) = 5 occupants Y OF 4'OM KwillI "l:N i:'+` D Page 2 1006.1 Illumination: Exit corridors and aisles in spaces that require more than 2 exists shall be illuminated at all times. 1006.3 Emergency Power: Provide 90 minutes minimum for exit corridors, aisles, and vestibules. 1009.1 Door Width: 32" minimum. clear opening 1008.1.2 Door Swing: In direction of egress travel where occupant load is 50 or more 1008.1.7 Door Arrangement: Space between 2 doors in series shall be 48 inches minimum plus the door swing into the space. 1011.2 Exit Signs: Illuminated at all times, with 90-minute minimum back-up power 1013.2.1 Multiple Tenants: Each tenant shall be able to access required exits without passing through adjacent tenants' space. 1013.3 Egress Travel: Common path of egress shall not exceed 75 feet, or 100 feet if the occupant load is not more than 30. 101.2 Exit Placement: Where 2 exits are required, the exits shall be placed a distance apart equal to not less than'/2 the length of the diagonal dimension of the area served. 1015.1 Travel Distance: Exits shall be located so that the maximum length of travel to an exit is 200 feet maximum. Table 1016.1 Exit Corridor Fire -Resistance: 1-hour for B Occupancy with occupant load greater than 30 1016.2 Exit Corridor Width: 44 inches minimum, or 36" minimum for occupant load of 50 or more 1016.3 Exit Corridor Dead Ends: 20 feet maximum 1017.2.2 Exit Arrangement: Exit doors shall lead directly to exit discharge or public way. Table 1018.1 Minimum Number of Exits: 2 for occupant load of 1-500 1023.1 Exit Discharge: 50% of required exits can discharge through a vestibule that exits directly to the outside. The depth of the vestibule cannot exceed 10 feet from the face of the building, and it cannot be longer than 30 feet. ,pOnx rod City of Port Townsend Development Services Department 250 Madison Street Suite 3 Port Townsend WA 98368 yr (360) 379-5095 FAX (360) 344-4619 DEFERRED SUBMITTAL Request to defer portions of the design drawings per IBC Section 106.3.4.2. Deferral of any submittal items shall have the prior approval of the building official. The registered design professional in charge (responsible architect or engineer) shall list the deferred submittals on the cover page of the construction documents. Building Permit # e l-'D4$ —19G Applicant: :1;a iu0-c 4 C C.e &&OA) Site Address: 915 S"e -LnA^j STA ae- r The purpose of this form is to assist the applicant in meeting the requirements for a complete application. One of the elements of a complete application is a complete set of design drawings for the project. When portions of the plans are missing, arrangements must be made to coordinate the receipt of the late drawings and related documents. Documents and/or plans for the deferred elements shall first be submitted to the architect or engineer of record who shall review them, and then forward them to the building official with a notation indicating that the deferred documents and/or plans have been reviewed and have been found to be in general conformance with the design of the building. The deferred items shall not be installed until the designs and submittal documents have been approved by the building official. Architect, Engineer, or Designee of Record: WO&0 D%I Name: �11U._ �C-Pitt4twi Aw A" dt+ H# rtrPJ1onc: Signature: are listed below. Please check the specific items: ] Fire Suppression Plans' ] Fire Alarm Plans' ] Parking ] Landscaping ] Final Historic Design Review approval ] Tenant Improvement [ ] Plumbing Plans Mechanical Plans l [ ] Lighting' [ ] Final Commercial Design [ ] Public orks/'lnfrastrt . ] Other 'Additional plan review required. 2Prelim inary plan approval required prior to building permit issuance. Using this process may require an additional plan review fee for each deferred items shall be listed on this form before the building permit Department Approval: Date: 4 � %% Z ro�� �� ,�� / i rr;� be issued-��°��... City of Port Townsend Development Services Department, Waterman & Katz Building 181 Quincy Street, Suite 301A, Port Townsend WA 98368 Hours: M-F, 8:00 am to 5:00 pm. Phone 360-379-3208. Fax 360-385-7675 wAA.ci. ort-townsend.wa.us PADSMDepartment Forms\Building FormsUpplication-Deferred Submittal Form.doc 4/6/0( to& IM Qnkw3bmmzL Smile 301 P4dT*wW=4WA98M -W,, pf C"379MM F=MMMS-76" CITY OF PORT TOWNSEND OONSIRUMON FERMff & INSPEMON RECORD THIS CARD MVJSr BE P061rKD AT CONSTRUMON SM CAM 385-2294 for nnpecdom Permit Number.- ALD04-IL2 Ism"k R-7 Pared ]Numbm; Je,b Addrm-- 915, SU Avenue Zoning: Type: V_N Omarancy: B Octopmt Load: _Na QMW 9511ft AM-1 xM*W NAM& do ddsk MOM MMELVANSk6k doled X1fiM 1u r .777� 1717�11R_�_ TM Items inspec" and approved in the field. See inspection reports in file, and notes dated 5/16M5 on architect response . ......... Call 48 ham before you ift for utft Mue locates 1490424-SMS P#V1of2 w/Au- City of Port Townsend vo11"r Fire Department 1310 Laurence Street; port Townsend, WA 98368 (360) 385-2626 Email: d i.port-tcawwllsrld,.s 'ax: (360) 385-1122 TO: Suzanne Wassmer, BCD FR Tom Aumock, Asst. Fire Chi DT: 09 May 2005 RE: BLD04-112, James McCarron Office Bldg, 925 Sheridan Street CC: Alex Little, Little & Little Construction This department has been notified �' yp N gnde�r theUniform twuakdl'n a clssiflcatq� been claand from Type .. -1 hour t ry niform Fire Code, 1997 Elation V-1 hour to T e The following findings are made relative to this change in construction type classification: 1. The original fire flow and fire hydrant provision for a 2-story 28,000 sq. f1 office building required for this proposal was is 3,000 gallons per minute sustainable for three [3] hours, from a minimum of three [3] hydrants with a required by code with an average spacing of400 feet between each, and; 2. The change in construction type changes the required fire flow to 4,500 gallons per minute to be from five [5] fire hydrants,, sustainable for four hours duration, and; 3- Hydrant number, address, and flow rates of existing hydrants eligible for this proposal are the following: a. fi 163 at 9th & Sheridan Sts., 1,342 GPM @ 20 psi residual, and; b. D 459 at 11 & Sheridan Sts., 2,176 GPM @ 20 psi residual, and; c. H 164 at 9 ` & Hendricks Sts., 578 GPM @ 20 psi residual d. H 160 at 8 & Grant Sts., 1,237 GPM @ 20 psi residual 4. A new fire hydrant was added to the system at 1.0 and Grant Streets is the eligible fifth required fire hydrant which meets the code required proximity, however, no flow information is on hand at this office. The cumulative fire flow from all the afore -stated fire hydrants meets the required fire flow noted in item 2. above, and; 5• "'water main infrastructure consists of large, looped mains, which will insure that the code required 4- hour flow duration is met. 1.0 hours time was consumed in the review of this proposal. it is the administrative determination of this department that the proposed change in construction type be approved relative to the fire flow requirements of the Uniform Fire Code. nr '141C C:1Dacumen� a SMM8510P�T n's Cabwet%Cbrreapboderacel t . ,, - DSHS Type V-N .doc 5110105 Parking requirements for 915 Sheridan Office Building. Building is situated in a C11H (Hospital Commercial) Zone. See attached "Parking calculations" that was submitted for initial building permit in 2004. 62 parking spaces were developed on site and credit was claimed for two additional spaces due to bike parking and recycling. On site spaces therefore total 64. Approximately 30 new parking spaces were created by developing Grant Street and loth street and by widening 9th street and Sheridan Avenue. Each newly created on street parking space is counted as two spaces. 17.72.120 PTMC. On street parking spaces therefore total approximately 60. The project therefore has total 124 parking spaces. Current plan is for Medical Clinic development of approximately 9500 sq. ft. of lower (first) floor. Medical Offices need two parking spaces for each exam or treatment room. 17.72.080. The 17 (seventeen) examination rooms and 2 (two) treatment rooms have a minimum -parking requirement of 38 parking spaces. The code indicates that there is no parking requirement for floors above the ground floor. 7.72.020. (C). Exemption. If spaces were required for upper floor "general office use" the additional number would be approximately 20 spaces (12000/600). 1 submit that the vehicular parking needs for current and future development of the building are easily met. Four bicycle parking spaces were provided in the initial development. An additional four bicycle parking spaces will be provided in this development phase. Respectfully submitted. J�, 4� ,Jame Mc Carron 8/16/2008 2 8 a Gross sq footage versus sq footage for parking calculations modified 2/26/04 .................. State of Washington Area ......_.. - ,...._ Excludable areas (from State area calculations). CITY OF PORT TOWNSEND TENANT IMPROVEMENT PLAN REVIEW LIST PLAN CHECK NO.: 08-186 PROJECT: NOT PROVIDED PROJECT ADDRESS: 915 SHERIDAN, PARTIAL 1 sr FLOOR OCCUPANCY: B PROJECT DESCRIPTION:TENANT IMPROVEMENT FOR PEDIATRICS TYPE OF CONSTR.:VN. 1ST REVIEW BY: JMA DATE: 9/10/08 CORRECTIONS APPROVED 2ND REVIEW BY: DATE: CORRECTIONS APPROVED 3RD REVIEW BY: DATE: CORRECTIONS APPROVED CODES 1. This plan review has been made to verify conformance to minimum requirements of codes adopted by the City Of Port Townsend. Codes used are the 2006 IBC, IMC, IF'C, UPC, WIAQ and the WSEC with State and local amendments. 2. Accessibility requirements per ICC/ANSI It 7. 1. 3. Historical buildings and existing buildings are regulated by 2006 International Existing Building Code. Historical building status must be verified and noted on plans. INSTRUCTIONS FOR PLAN RECHECK 1. Return all correction material when resubmitting. (This checklist, marked up plans & calcs, specifications, WSEC forms, etc.) 2. Note on this correction sheet or on a separate sheet the location of the completed correction. (i.e. Sheet No., detail, etc.). 3. Corrections shall be made on the original tracings and new copies submitted or new sets. No plans will be approved with original ink/pencil markings. 4. Applications for which no permit is issued within 180 days following the date of Application shall expire by limitation or extended with approval by the Building Official. (IBC 106.3) INFORMATION ONLY -NO RESPONSE REQUIRED 1. The following clearances or approvals are required before a building permit can be issued: a. Planning Department. b. Obtain Fire Department Authority Approval. C. Public Works/City Engineering Approval. d. DOH Approval 2. The following are required at the time of permit issuance: a. 3 complete sets of plans. b. WA State Energy Code compliance/calculation documents. — 2 copies. C. Deferred submittal status to be determined by Director. GENERAL COMMENTS 3. Note on Plans: a. Tenant's name, address and telephone number. b. Business name. 4. Final plans, specifications, calculations and reports prepared by a civil, structural or architect shall bear the signature and stamp of the professional engineer or architect and the expiration date of the registration. 5. Your plans cannot be fully reviewed without additional information: a. You must provide an egress plan per 106.1.2. Plan must include occupant load, path of travel, distance, signage (include universal design signage), door hardware, etc. Pay close attention to the problem of intervening rooms. b. Inadequate framing and wall details. i. Provide clear wall legend showing new, existing, 2x4, 2x6, and firee resistive wall types. ii. Provide clear attachment details and fastener specifications. iii. Seismic bracing and or taking walls to full height? Show details. iv. Address combustible materials in concealed spaces in light of draftstopping/firestopping requirements. c. Lack of reflected ceiling plan with associated material specifications and installation details. (Include seismic for grid, lights, etc.) d. Door and hardware schedule e. Corridor requirements for egress from stairway to exit. f. Material specifications for: i. Lighting ii. Wall finishes iii. Penetration details iv. Ceiling finishes v. Fire Resistance g. Address fire resistive issues for space in question (ICC Chapter 7). Le.: i. Elevator lobby requirements ii. Draftstopping in concealed spaces (this will impact your proposed plenum space) h. NOT A COMPLETE LIST r, w i. Provide a Building Code Data Legend on the title sheet. Include the following code information: a. Description of Use: Your plans show multiple treatment and procedure rooms. Are you having any sort of medical gas in this facility. b. Provide occupant load. c:\documents and settings\jastle\my documents\plancheck\port townsend\ten.08-186.doc Page 1 7. Show location of tenant space within the building. Clearly identify the scope of this project. Clarify tenant: of existing physical therapy area. See puns.. 8. Indicate use of 2" floor tenant for occupancy separation and egress purposes. it appears that the entire second floor exits through 'hall 102". Show any existing area separation walls, occupancy separation walls, shafts or rated corridors. 9. Provide an exiting plan and analysis for the budding and tenant space. Address the following: 10. Exit doors shall swing in the direction of the path of exit travel where the area served has an occupant load of 50 or more. 11. The door shall swing to the fully open position when an opening force not to exceed 15 pounds (exterior fire doors) and 5 pounds. (interior doors). 30 pounds is allowed to set exterior fire doors in motion. Exterior doors on the accessible route may not exceed 10 pounds for door opening force, NOTE ON PLANS. 12. Doors shall be openable from the inside without the use of a key or any special knowledge or effort. (IBC 1008.1.8) 13. All door operating hardware to be installed at a minimum height of 34" and a maximum of 48". (Security devices are exempt) 14. Doors opening into corridors or exit balconies shall not reduce the required width to less than specified in Section 1008.1.1.1. Provide clear corridor and hall dimensions. Provide door schedule. 15. in A, (less than 300 occupants), B, F„ M and S Occupancies, key locking hardware may be used at the main entry doors, provided a sign in contrasting letters of 1 inch or more is provided at the door's stating: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED."(IBC 1008.1.8.3 ss 2,2) 16. Corridors serving as a portion of the exit access in the means of egress system shall not be less than 36 inches in width. When serving an occupant load of 50 or more the width shall not be less than 44 inches. The required width shall be unobstructed. (IBC 10017.2) 17. Corridors shall be fully enclosed by walls, a floor, and a ceiling. Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts. (See WSCC amendments to 1017.4). 18. Show a complete architectural section of fire resistive corridors detailing fire -resistive construction of the walls, floors and ceilings. Detail all duct and other penetrations. (IBC 1004.3.4.3) 19. Fire resistive corridors to protect openings per IBC 715.4, and 70.8. Doors shall, be maintained self - closing or shall be automatic closing in accordance with Section 715.4.7. One hr. rated corridors require minimum 20 minute listed door assembly per IBC Table 715.4. 20. Provide details and material specifications for membrane penetrations for fire rated elements of construction per 716.6.2 and 716.6.2,1. 21. Show fire blocking and draft stopping where required per Section 717, 22. Exit signs are required when '2 or more exits are required. Readily apparent primary exitlentrance doors are exempt. 'Show Locations of all exit signs delineating the egress path. (IBC 1011.1) 23. Provide egress illumination as required by 1006.3. 24. Provide sections of all new interior partitions. Show: a. Type, size and spacing of studs. b. Method of attaching top and bottom plates to structure. (Note: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for lateral load of partition.) C. Wall sheathing material and details of attachment. (Size and spacing of fasteners.) d. Height of partition and suspended ceiling. e. Show wall and ceiling finishes if greater than .036" . Show details of application of finishes at furred walls and ceilings and suspended ceilings. Specify manufacturer and indicate flame -spread rating. (Chapter 8) 25. Note on the plans or finish schedule: 'Wall and ceiling materials shall not exceed the flame spread classifications in IBC Table 803.5. 26. The suspended ceiling system shall comply with IBC 803.9. Provide ER#, UL#, or other nationally recognized testing agency listing for system. Provide design and support details for seismic zone D. Provide fire rating if part of rated corridor. 27. Provide an approved non -absorbent material on floors and walls of toilet compartments. (UPC 807.1) 28. Show the minimum number of plumbing fixtures as set forth in WSCC amendments for Table 2902.1. Show the number of required and provided fixtures on the plans. DISABLED ACCESS REQUIREMENTS 29. Submit an accessibility plan. Show the following on the plans: a. Accessible parking compliance. Show van parking spaces provided. b. Improved or altered area. C. Facilities serving the improved or altered area, including restrooms, telephones and drinking fountains. d. Provide required signage. e. Show and dimension the accessible requirements for the fixtures on the plans: 30. The minimum latch side clearance on the pull side of the door shall be shown. Provide clear approach dimensions and hardware description for doors. A typical layout for doors and clearances may be attached to the plans for clarity. ICC/ANSI or ADA Figure 25 is acceptable. 31. Provide the bottom 10 inches of doors with a smooth, uninterrupted surface that allows door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Note this requirement on the plans. 32. Provide mandatory grab bars in accessible shower. Clearly show location in reference to seat and shower valve. 33. Provide verification that existing envelope meets energy code standards for glazing and insulation. 34. Cannot verity lighting compliance. Provide lighting specification and/or cut sheet for luminaires. Clearly show all locations. Your lighting will not work for egress purposes. See corrections regarding egress plan and egress illumination. c:\documents and settings\iastle\my documents\plancheck\port townsend\ten.08-186.doc Page 2 7. Unpaid workers can place a lien on your 12 • • • ' property. 8. When problems arise, your only recourse is a 1. Make sure your contractor is properly lengthy and costly civil action — if there are registered. any assets of value to attach, and if you can 2. Be wary of contractors who ask you to find the contractor. tap 1he building permit. 3. , -.PlAn vour riroies t'o�ful�ly. ine udin • • on detailed plansi iil" nece saa . 4. Try to get at least three written bids on each job. 5. Ask contractors forrreferences. 6. "' Ask what inconveniences might arise. 7. "Obtain a written contract. 8. Make sure you understand the terms before you sign anything. 9. Be cautious about paying for work not yet completed. 10. Put all change orders in writing. 11. Make frequent inspections and consult your local building department. 12. Avoid making final payment until you have received a lien release from suppliers and subcontractors. Risks • liabilities When hiring an unlicensed contractor and acting as your own contractor: 1. You are responsible for the medical and time loss costs of employees injured while working on your project. 2. You may be liable for all unpaid taxes. 3. Your homeowner's insurance may not cover work done by an unlicensed contractor. 4. The law requires complete disclosure of all work that has been done on your home, if you resell. You may be required to do work over again that has been done without permits, or inspections. Non -disclosure can lead to civil action being taken against you. 5. You may be placing yourself and your family in a life -threatening situation, especially when hir- ing unlicensed people to install plumbing, elec- trical wiring, heating systems or wood stoves. 6. Suppliers can place a lien on your home for non-payment of materials by your contractor. Contractors are required to carry at least $20,000 in property damage insurance coverage and $100,000 in bodily injury or death insurance. You are encouraged to verify the contractor's insurance coverage with his or her agent, as the department's records may not reflect current coverage. The Labor and Industries contractor registration information line 1-800-647-0982 operates weekdays from 8 a.m. until noon and 1 to 5 p.m., excluding state holidays. The information line allows you to check whether commercial and resi-dential contractors are registered and properly bonded. Our staff can tell you if the contractor currently is registered, if action against the bond is pending, or if legal acton has been taken against the contractor's bond in the past. We also can tell you how long a contractor has been registered. Labor and Industries is an Equal Opportunity and Affirmative Action employer. The department complies with all federal rules and regulations and shall not discriminate on the basis of race, color, national origin, sex, creed, marital status, sexual orientation, age, religion or disability as defined by applicable state and/or federal regulations or statutes. OWNER SIGNATURE B�efore hid, ng o ntrac co %,t,or If you are a consumer interested in having work done by a contrac roc urc-can hel you by: 1 9 Explaining how the Washington state contractor registration pro tt orbs. - Describing how the contractor registration law protects consuri)ei d i ruviiro"i ' Outlining the requirements for contractors Requirements Consumer protection Washington state law requires all contractors b q The contractor registration law exists to g to be registered. General contractors must protect consumers from incompetent and/or maintain a $6,000 bond and specialty fraudulent contractors. contractors must maintain a $4,000 bond. Requiring contractors to be bonded gives (Specialty contractors are those who participate consumers some financial protection against in no more than two trades and do not unsatisfactory or incomplete work. Dissatisfied subcontract work to other contractors.) consumers may take civil action to obtain It is against state law for any contractor to restitution by taking action against a contractor's submit bids or perform any contracting work bond in Superior Court. without being registered with the Department The law also requires contractors to carry of Labor and Industries. It also is illegal for insurance for property damage and public contractors to advertise without including their liability. It also ensures that contractors have a 12-character' contractor registration number in current Unified Business Identifier (UBI) the advertisement. Account Number and Federal Employer Account Number. Any correspondence you send to a contractor should clearly state that bids will not be accepted unless the contractor provides a valid registration number. While the law does not guarantee perfect _ . performance, it improves` the likelihood that the contractor does competent work. A maximum $3,000 fine and a misde- meanor infraction can be levied against any con- tractor who performs work or submits a bid with- out being registered with Labor and Industries. al RT roe 'e a rwSI MEC09-003 948319401 Record Retention Fee for Mechanical I MEC09-003 948319401 Mechanical Permit MEC09-003 948319401 Technology Fee for Mechanical Permit MEC09-003 948319401 Mechanical Permit Plan Review Fee Previous Payment History Receipt # Receipt Date Fee Description Payment "heck ll Fa + nt� Method Rt�rnber mount .................. CHECK ... tip.... ..m m ...... 1061 $ 1,005.35 Total: $1,005.35 Receipt Number: 09®-040 $10.00 $10.00 $0.00 $783.75 $783.75 $0.00 $15.67 $15.67 $0.00 $195.93 $195.93 $0.00 Total: 1 r .. _.,,,_ 005.35 genpmtrreceipts Page 1 of 1 �+ Receipt Number. lA a VIP, *�,' �/r 9 I-� � m!,� �'L>' l //��r/��/J/j�10/ G �"v/r�(/� �,r,'✓,�> v r7 :v� r r'r�rw ./r v:7 "'" r^r"... �., � „" ter G yii'AiA.I !r+ld is �%rr''^�A"`'fr nvr:k �R; w31r-M,,::. ,, �4rT a� yw�fu�h, ray:, Jy1 ,;Yr i r�,yyv ,r y� �yy y/1 / ( ?/➢I./,��y ! j l �',fy/6�... 2!�r ,�,.a' ,� ter„ ., „vnn.� , ,.r. e�"rWur�','�a yd dA �, �,,1'.�,r✓.u,�.�4 v �.�.. ^ f.... �r..- ��._�J�u......................, � �...'� :.....mm "r .�9/v r,_��'rY:, 7!U" Yi''j / h,!rY r u..,�..._. ;'r n....� ....+o-rn-.—m- i„».wW"r "_........�. m.�.,..'�._""'wry,""i""""""v,,.,.,,'.,^'^'e,.'y.' ' ✓l," / i , r,�.;: a li r�ro r «1 / JJ J i Ei r r rtiv r' ! l vJr / r / / r r r-: 1 / A, ./.:,: •, ,r. ✓ .v ,,. ,�, r 1 v,¢ / r ,r J, ,, ✓•e7;.1.,,.,4;�vrs�. �,Y rlr d9 I ✓ ,l �'v ,. a�>M i ltr r ,r. J ,."�d �. � ✓ ",, ,. ! v r,r, .:;8p rY ,.,. .i� �� � r e �, d' v i�. r r PVr,id ,er k r.,1„r�" r rv„ ✓ h„/.,, r v .�., � rrrv;,,� !,(, C ;:. a rr„f rr ,,, �( im'T?:�,r „.uW,L" (/ i" /,'.:,., rJ s , � Ir .. ,.,f{ 1�, l,,,N >, 0 yna� el f l✓„v,rr ^'J r. r'> ad �„ rr�r ry ,,k oW Mvr a'vrr: .1 P"uln d�l)v`� d�',v v, J�..v 1r llreiii, BLD08-186 948319401 Building Permit Fee $2,673.75 $2,673.75 $0.00 BLD08-186 948319401 Plan Review Fee $1,737.94 $1,587.94 $0.00 BLD08-186 948319401 State Building Code Council Fee $4.50 $4.50 $0.00 BLD08-186 948319401 Technology Fee for Building Permit $53.48 $53.48 $0.00 BLD08-186 948319401 Record Retention Fee for Building R $10.00 $10.00 $0.00 BLD08-186 948319401 Fire Code and Fire Prevention Cons $401.06 $401.06 $0.00 Total. $4,730.73 08-0770 08/18/2008 Plan Review Fee $150.00 BLD08-186 41�114 CHECK 1005 $ 4,730.73 Total $4,730.73 genpmtrreceipts Page 1 of 1 c^; Receipt Number: 08-0,770, Reeelpt gate: 08118t 008 Cashier. FFOWDESK - Payer/Payee Name, MC CARRON JAMES P Original inal Fee Am t un't F ^e Perm it # Parcel 'Fee ]Description Amount Paint; Balance BLD08-186 948319401 Plal_p Review Fee $150.00 $150.00 $0.00 Total: $150.00 Previous, Payment History Receipt # Re or 1pt Date Fee Description Arty oun� t Paint Permit # Payment Cheok,, Payment Method Number Amount CHECK 9493 $ 150.00 Total $150.00 genpmtrreceipts Page 1 of 1 "ORT u Receipt Number: D84514 - RecelPt'06*w Ost, 2608Cashier:, SWAS M R i?ay r)Payee Nerve, MC CARRON JAMC-S',P Original al Fee Amount Fee Permit Parcel Fee Description Amount Paid, Balance PLM0t1-003 948319401 Plumbing Permit $537.00 $537.00 $0.00 PLM08-003 948319401 Plumbing Permit Plan Review Fee $134.25 $134.25 $0.00 PLM08.003 948319401 Technology Fee for Plumbing Permit $5.00 $5.00 $0.00 PLM08-003 948319401 Record Retention Fee for Plumbing Pe $3.00 $3.00 $0'.00 Total: $679.25 Amount Paid Permit genpmtrreceipts Page 1 of 1 rP ..=:.�.�mueaars� uw� m�moioim e�wrwurma�wnaeu�aa�;. wrre✓�mrvur+ �e�.�xmaeeac u�v,,—,r�mrar..�na�;�mn�v�w+:�..�r��.r,�.r..ti��.wmR�rean;... ra.uri..wwmm�uru-wwr.mr�.:-ux�xommo ,x �..;�uw�n:,.�, rum o�uww�. n��nvrrwrwaw �.a�waorm �a�wr rV O cn cc 00 O c� cz w ~�Ocz O U •� 4 p ul�> e+.a U 01 (�ni- W > (W z O a ° cn G Z 4.4 o >1 4 bt cc cn a� E-i r, (W ° O a� U O +J r+ �..�—^�. , � _ � »er uuran�w�mowrr�rtmom�.rc�uw�uwrvar�u�wu �i �wiwww�! amv�mm��mmnx �a�wu��rmure�uuuv�uw�uuiuiuiwwuw�mmi�mrv�owzmama�;As�,cwaNzc�r,�,,e�cmr�mrr _.. -...w� ... _. , nru��r�m.��„aa;�.�nraae�;��wrarxe See, 17,7010 3:14PM1 Nlo.0764 P,, I/I CITY OF PORT TOWNSEND I mm REQUEST FOR PUBLIC RECORDS SEA' 1 7 2010 Submit request to: City..of Port Townsend CityClerk *0,'I ; p) 4, 2501 tadisort 5t: Suite 2 - Port Townsend, WA 90368 Data received : � !// f-/ // o Receivedbyw Ei VL REQUE9TOR'S NAME (PLEASE PRINT):-/ .,V,y'"4=A1,?, _._ ADDRESS: 14V � w 310 IRE0 C trY 7i P WCO TELEPHONE NUMBER' � ,• r"r'" : Al HOME WORK... WISHTO (CH6CKONE) —. Review a Record A Obtain photocoplesa of a record Phrase describe the records you are requesting andany additional information that will help us locate them for you as quickly as possible: �. I un a ilia e s es tc r rr�drr. If therrequestexceeds 8 pages, a minimurnof 0,15 per pa for stamdard photocopies will ba clrsra ed to the req,uastor. t understand the Public Records Officer may requlro a deposit from me In an amount not to artoeert trrrpresmt of 6hs atf pw awiw4iwr c for arequeA Ill *request to made availably on a partial or I'nslalimen't bask, the Officer pray charge nre for each part of the request as ills provided. Ilan installment of a records request is not claimed or reviewed within'Xclays, I understandthat.the City la,not.ohligat4to.fulfillthebalance of the request. I certify -that- any lists of -Individuals obtained through this request for public records will not bs used for commercia[purposes. (RCW 47,sb.47D) I understands that pursuant to RCW 42.56.01 the City will' respond vdlbin five (5)'bualness days, either by providing the information requested, providing a reasonable estimate as to when the records will be available, or by denying the request. Five day response begin@ nmrworking day after receipt of request (Staff'to Complete the following) Date Request fuffiiled: ­­ _­­-m.._. ­— Date Request denied:-___,._.. Written explanation of denial attached, pursuant to RM42:56;5N. Other information and record of contacts with requestor: ';I,Gi ��IrJrnrrpl4;der�ktNfecr��rlr4rtrdeuR ur`nr.a�"aa� �..,�.-.. VORT CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT w INSPECTION REPORT WA 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: PERMIT NUMBER: ' ce `— M91-4 SITE ADDRESS: CONTACT PERSON: TYPE OF INSPECTION: `t/ k)X L_ PHONE: ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. �...Date Inspector �c � Y �. Acknowledgement 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. rn 0 0 v o Q LO a O J W Q. C z O 2 a M m W o1 0 J m Z gH W IL O z WIL e L CO)$v z0 a S a IL 3�3 U m IL u. Z O W a z a 0 Z a v OO 4M O Zw z0 oa va n. e z> W m Di N 0 W a z N 0 0 C b0 bD i 'C7 7C •-0 0 0 0 > G " 3 c°Ji o0 ova o® 0. Cd Cd Ca ° 'U - '° 'U . o a C', o b u ri U— d 3 0cts c ° 2 r E- cod C m bA U U(U O E :Z C s 0 mr. m b C 3 ° o' u' biDbbo tb m n CK$o.� ¢ 3 > IIpp m88w II W v� (� cn c acn ul CIO �D � � d d d a a d d d d c o 0 0 0 0 0 0 o o o ... .::.0 o I i u m F. e u E o cd Z o o cd L�-1,nAl J;-w� .. f w n rE� wF rsF rxF w - ._w. ol C O O O CD CD O CDO ON O O CD O NO O Cl O O O O 00 ® 00 N00 O O O O d d O O O O O m � y d Q Q Q Q Q Q Q Q Q x coo 0 u ° C7 ¢ 0 ® U Q C7 C7 U 2 z Z ..a a.. N «, o u 00 00 00 00 0o 00 O Fs L ........ — - ------ �o a, Z VORT CITE' OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT 4 INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE ISPECT]ON. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: t PERMIT NUMBER: , SITE ADDRESS: , CONTACT PERSON: PHONE: TYPE OF INSPECTION: 7 / ,' �. uum . . . . . . .......... ....... . ............. _.__.... .................... -F ❑ ED �'�, ❑APPROVED WITH CORRECTIONS wn Ok to proceed. Corrections will be checked at next inspection LInspector _ ....... .. _ --.... Date Acknow Iedge ment. Date ❑ NOT APPROVED Call for re -inspection before proceediig. 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. 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. DATE OF INSPECTION:FILL. IT N��V4I I�� : � .gym SITE ADDRESS: tf ., �. PROJECT NAME: CONTRACTOR: CONTACT PERSON: PHONE: ........... _ Y�' mm, M rTYPE OF INSPECTION: �..m.� .................... ........ �.. �� '1'llt:Julip:l ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector Date _Z,� /Zo In Approved plans and permit card must be on -site and available at time of inspection. A re -ins ection ee p f' may be assessed if`work is not ready fbr inspection. CITY OF PORT TONSEND 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. DATE OF INSPECTION � 1<�I�iml, NUMBER:�� .� � : SITE ADDRESS: t , PROJECT NAME: CONTRACTOR: CONTACT PERSON: PHONE: TYPE OF INSPECTIC N ❑APPROVED ❑ APPROVED WITH ❑ NOT APPROVED _ CORRECTIONS Ok to proceed. Corrections will be Call for re -inspection before checked at next inspection proceeding. Inspector ..,m ..... . _ 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. 90ATro CITY OF PORT TOWNSEND DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00prn THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY, Z DATE OF INSPECTION: 710 L PERMIT NUMBER: SITE ADDRESS: CONTACT PERSON: PHONE: TYPE OF INSPECTION: I 0 APPROVED E 0 APPROVED WITH CORRECTIONS Ok to proceed. Corrections will be checked at next inspection Inspector (C # eqA Date Acknowledgeinent__.... Date El NOT APPROVED Call for re -inspection before proceeding, ....... .... . 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. . ... .. ....... I (BLI009- I E-6 City of Port Townsend Development Services Department BUILDING ADDRESS APPLICATION Name of Property Owner: Mailing Address:_ Telephone: Property is located in: Block(s): Faces/Access is from: Parcel Number Directions to the Property draw vicinity ma) on back Lot(s): Street If this is a new ADU, has a building permit been applied for? Yes No Date: 1 Notes _.., es rf _ -_ - HOUSE NUMBER ASSIGNED: d' kQ c G i Date of Approval: ."irr Dawartment 14ve OnI : Application Fee Received ($3-00, TC 2200):Date: Copy to: ❑ Finance ❑ Fire Dept ❑ Post Office ❑ Sheriff ❑ Police (Lyn) ❑ GIS ❑ Public Works ❑ DSD database ❑ Assessor's Office For address changes: ❑ Qwest Address Management Center — 206-504-1534 P_\DSD\Forms\Building Forms\Application-Address Number_doc ; 6/12/06 CITY OF PORT TOWNSEND TENANT IMPROVEMENT PLAN REVIEW LIST PLAN CHECK NO.: 08-186 PROJECT. NOT PROVIDED PROJECT ADDRESS: 915 SHERIDAN, PARTIAL 1IT FLOOR OCCUPANCY: B PROJECT DESCRIPTION:TENANT IMPROVEMENT FOR PEDIATRICS 1ST REVIEW BY: JMA DATE: 9/10/08 2ND REVIEW BY: DATE: 3RD REVIEW BY: DA TYPE OF CONSTR„ VN CORRECTIONS APPROVED CORRECTIONS APPROVED CORRECTIONS APPROVED CODES 1. This plan review has been made to verify conformance to minimum requirements of codes adopted by the City Of Port Townsend. Codes used are the 2006 IBC, IMC, IFC, UPC, WIAQ and the WSEC with State and local amendments. 2. Accessibility requirements per ICC/ANSI I t7.1. 3. Historical buildings and existing buildings are regulated by 2006 International Existing Building Code. Historical building status must be verified and noted on plans. INSTRUCTIONS FOR PLAN RECHECK 1. Return all correction material when resubmitting. (This checklist, marked up plans & calcs, specifications, WSEC forms, etc.) 2. Note on this correction sheet or on a separate sheet the location of the completed correction. (i.e. Sheet No., detail, etc.). 3. Corrections shall be made on the original tracings and new copies submitted or new sets. No plans will be approved with original ink/pencil markings. 4. Applications for which no permit is issued within 180 days following the date of Application shall expire by limitation or extended with approval by the Building Official. (IBC 106.3) INFORMATION ONLY -NO RESPONSE REQUIRED ii. Provide clear attachment details and fastener specifications. 1. The following clearances or approvals are required iii. Seismic bracing and or taking walls before a building permit can be issued: to full height? Show details. a. Planning Department. iv. Address combustible materials in b. Obtain Fire Department Authority Approval. concealed spaces in light of C. Public Works/City Engineering Approval. draftstopping/firestopping d. DOH Approval requirements. 2. The following are required at the time of permit c. Lack of reflected ceiling plan with associated issuance: material specifications and installation a. 3 complete sets of plans. details. (Include seismic for grid, lights, etc.) b. WA State Energy Code compliance/calculation d. Door and hardware schedule documents. — 2 copies. e. Corridor requirements for egress from C. Deferred submittal status to be determined by stairway to exit. Director. f. Material specifications for: i. Lighting GENERAL COMMENTS ii. Wall finishes 3. Note on Plans: iii. Penetration details a. Tenant's name, address and telephone number. iv. Ceiling finishes b. Business name. v. Fire Resistance 4. Final plans, specifications, calculations and reports g. Address fire resistive issues for space in prepared by a civil, structural or architect shall bear question (ICC Chapter 7). Le.: the signature and stamp of the professional engineer i. Elevator lobby requirements or architect and the expiration date of the registration. ii. Draftstopping in concealed spaces 5. Your plans cannot be fully reviewed without additional (this will impact your proposed information: plenum space) a. You must provide an egress plan per h. NOT A COMPLETE LIST 106.1.2. Plan must include occupant load, Ali fiITEC R $a C9CJE REQUIREMENTS path of travel, distance, signage (include universal design signage), door hardware, 6. Provide a Building Code Data Legend on the title etc. Pay close attention to the problem of sheet. Include the following code information: intervening rooms. a. Description of Use: Your plans show multiple b. Inadequate framing and wall details. treatment and procedure rooms. Are you having I. Provide clear wall legend showing any sort of medical gas in this facility. new, existing, 2x4, 2x6, and firee b. Provide occupant load. resistive wall types. c:\documents and settings\jastle\my documents\plancheck\port town send\ten.08-186.doc Page 1 24. Provide sections of all new interior partitions. Show: a. Type, size and spacing of studs. b. Method of attaching top and bottom plates to structure. (Note: Top of partition must be secured to roof or floor framiing, unless suspended ceiling, has been designed for lateral load of partition.) C. Wall sheathing material and details of attachment. (Size and spacing of fasteners.) d. Height of partition and suspended ceiling. e. Show wall and ceiling finishes if greater than .036" . Show details of application of finishes at furred walls and ceilings and suspended ceilings. Specify manufacturer and indicate flame -spread rating. (Chapter8) 25. Note on the plans or finish schedule: "Wall and ceiling materials shall not exceed the flame spread classifications in IBC Table 803.5. 26. The suspended ceiling system shall comply with IBC 803.9. Provide ER#, UL#, or other nationally recognized testing agency listing for system. Provide design and support details for seismic zone D. Provide fire rating if part of rated corridor. 27. Provide an approved non -absorbent material on floors and walls of toilet compartments. (UPC 807.1) 28. Show the minimum number of plumbing fixtures as set forth in WSCC amendments for Table 2902.1. Show the number of required and provided fixtures on the plans. 29. Submit an accessibility plan. Show the following on the plans: a. Accessible parking compliance. Show van parking spaces provided. b. Improved or altered area. C. Facilities serving the improved or altered area, including restrooms, telephones and drinking fountains. d. Provide required signage. e. Show and dimension the accessible requirements for the fixtures on the plans': 30. The minimum latch side clearance on the pull side of the door shall be shown. Provide clear approach dimensions and hardware description for doors. A typical layout for doors and clearances may be attached to the plans for clarity. ICC/ANSI or ADA Figure 25 is acceptable. 31. Provide the bottom 10 inches of doors with a smooth, uninterrupted surface that allows door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Note this requirement on the plans. 32. Provide mandatory grab bars in accessible shower. Clearly show location in reference to seat and shower valve. 33. Provide verification that existing envelope meets energy code standards for glazing and Insulation. 34. Cannot verify lighting compliance. Provide lighting specification and/or cut sheet for luminaires. Clearly show all locations, your lighting will not work for egress purposes. See corrections regarding egress plan and egress illumination. c:\documents and settings\jastle\my documents\plancheck\port townsend\ten.08-186.doc Page 2 P.O. Box 699 Tracyton, Washington 98393-0699 (360) 377-1026 Jim MaCarron February 9, 2009 4875 Highway 20 Port Townsend, WA 98368 Ref: 915 Sheraton Building — Beam Penetrations Port Townsend, WA Enclosed is drawing S2A which is based on the original project S2 and depicts the existing and added penetrations in the steel beams. Please add this to the building drawing set. These beam penetrations were calculated in the same method as the original building utilizing truss models in Risa 3D with beam sections built up around the openings. Design loads are as indicated on the drawings and is to be constructed per the IBC06. As discussed, our design is limited to the indicated structural aspects of the building, with the balance covered by the general provisions of the IBC or designed by others. All framing shall be in accordance with the IBC. Please refer to your drawings for all construction information other than what is indicated in the structural drawings.. If you have any questions, please feel free to call. Yours truly, John G. (Jay) Bartram S.E., P.E. Encl: Calculations 24x36 S2A 1W 0 0 � 0 0 0 0 0 x o 00 w w w w < < a® < 2 2 0 0 0 0 CV Ln 76 a 'R M 0 0 w z LU z W z LU z �2 �2 w C6 .6 q � >.N N Lq C : < O O r2 N® m th: 6 �2 6 6 6 6 6 4 4 4 6 06 6 6 6 �2 6 6 -i 4 4 v N 9 CV T T T N N < Cn W4� W W N< 14 1p C? q Ln N . . . — N — — I — 0 0 < :c N Mo "M o O O N O M O h 0 cq < MW Lq WU] < an Lq WO� cl� N C6 LQ �coil> No > E oz E o q z E INIR z E 2 2 N 2 2 Lq N q q q > 0 Lu C� U� > 0 W L-1 M > M 0 0 0 0 q M > 0 w w 4 W w 0 W 0 M a_ CL D- a- Cc w w w LU Ci 1� U� w w li Lq w w o o o o o 0 o o w 0 0 W F-- U) 0 0 w 0 0 W w 0 0 0 m M < 0 0 fu ui c; c3 M < M < a 0 . 6 d6 6 N Wq q q N N V n 0 0 Ci > w IF- aq a3 C3 r w w LL w Z Z 'L am z ED U) LU Ir w w I M z (n ir — - w m w 0 M M Ir LL X x I I >'Z It + LU X a- -MZZ lu- r. F. �2 z 0 0 x W 0�22 0 ir, 0 �w Ir w fr w D LU i co Ir 0 M Grp ff CANjJ/,# P.O. Box 699 Tracyton, Washington 98393-0699 (360) 377-1026 Jim MaCarron February 9, 2009 4875 Highway 20 Port Townsend, WA 98368 Ref: 915 Sheraton Building — Beam Penetrations Port Townsend, WA Enclosed is drawing S2A which is based on the original project S2 and depicts the existing and added penetrations in the steel beams. Please add this to the building drawing set. These beam penetrations were calculated in the same method as the original building utilizing truss models in Risa 3D with beam sections built up around the openings. Design loads are as indicated on the drawings and is to be constructed per the IBC06. As discussed, our design is limited to the indicated structural aspects of the building, with the balance covered by the general provisions of the IBC or designed by others. All framing shall be in accordance with the IBC. Please refer to your drawings for all construction information other than what is indicated in the structural drawings. If you have any questions, please feel free to call. Yours truly, John G. (Jay) Bartram S.E., P.E. w Encl: Calculations 24x36 S2A E 01,C rUVv'iND I o 0 �o 0 �.,;-,o 00 9-0 00 w < w < -,t w - , w 0- I 0 0 0 a 6 Ili 6 Cd N N 16 Ln T 0) 0 < (n W uj z w UA cq c3 r r 0 r 6 � 6 6 6 Y. N 6 m 4 4 a 6 .6 R2 6 6 I M O W n M Lq 1V CV CU 1U 9 CN CR cl� q q < 6 0 C3 C5 ON 4 6 6 6 W6 6 6 O6 M q 9 N 0 I- N O O o cvj 6 M d M 0 m ci q W� WU� m Cl 6 L6 d d Z E z E o LQ ev z E m z E 2 6 — 2 N d 2 O N 2 6 om Lq C� > W C� �q q q q > o W 9 IQ > 0 W LQ > C) W w It m 0 W 0 W d d d d sn W ro Iri o d d tD W m v a9 o 0 X T om OA �A cq tv C'A fL CL a- a- a_ CL w C; li 6 uj w w w LU w 0 o o o o C� w m o o w 0 w 0 w W 0 0 w a 0 0 0 C� m < 0 -,t 0 o3 L6 c; a < tp 0 0 m N d O m C,3 6 6 q q q q w F- U. aw 3 1 Z 9, 7t Lou z W , f� cn — w :5 w z m cn cc w w m n m w (JJ 0 (L a- m cq m �: a: CL + < Ix V x X 0 0 t! X 0 x T 0 z z z LnZ) x m W cr W it w :3 m 0 m Greg Romaniuk 7825 188" St SE Snohomish, WA 98296� July 22, 2009 lij Fred Slota Building Official City of Port Townsend Development Services Department 250 Madison St., Suite 3 PortTownsend, WA 98368 Re: Sheridan Street Lower Floor - Final mechanical signoff Dear Fred: U Y OF p(al I 4 This letter is in regards to the Sheridan Street Offices, Lower Floor Tenant Improvements at 623 Sheridan Street in Port Townsend and my comments regarding the final punchlist and site walk that occurred on July 8, 2009. My comments from the final mechanical walk-through are as follows: - A building walk-through with the Owner (Jim McCarron) and contractor (Joe Berson, Air Flo) occurred and the mechanical HVAC installation was inspected. - The sheet metal was inspected for leaks, air balance damper installation, flex duct connections to diffusers and grilles, and shaft installation. No exceptions or problems were found. - Rooftop mechanical equipment was inspected. Both rooftop air-conditioning units were installed on curbs, the roof flashing looked good, the electrical conduit supports were excellent, and exhaust fan install was very good. There were no vibration issues with any equipment. The contractor gave Jim and me a thorough inspection of the building automation system (BAS). The contractor spent approximately 1 hour explaining the Trane Tracker system and running through the different setpoints on the system. The Owner has locked out the room thermostat control but has learned how to change this setpoint if necessary. Most system setpoints such as duct static have been left at factory defaults but it is recommended to get further training from Air Flo before the building is turned over to the Tenant. One of the building exhaust fans is controlled by numerous switches in parallel. The air balance report was reviewed and all zones are receiving airflow within normal tolerance. Supply and exhaust airflow in the building is good. The rooftop units were operating mostly in the bypass mode because the building was unoccupied and there was a minimal cooling load on the building. To test the system and ensure it is working properly, the contractor has agreed to manually Fred Slota July 22, 2009 Page 2 force the bypass damper closed and push more air into the building spaces to see how the system operates. This test will occur with the building Owner at a later date but the test is not anticipated to create any problems or issues. Throughout the course of the building mechanical HVAC design, installation or final site observation, any exceptions with the design, mechanical equipment selection, or installation of the mechanical systems have been resolved to the extent that the building meets code and are any exceptions are now acceptable to the building Owner. Since there are no outstanding mechanical issues, I therefore sign off on the HVAC installation on behalf of the building Owner, Jim McCarron. If you have any questions or comments, please feel free to contact me on my cell phone at (425) 293-6267. Sincerely, Greg Romaniuk, P.E. LEED AP Mechanical Engineer Greg Romaniuk 7825 188" St SE Snohomish, WA 98296 March 17, 2009 Fred Slota Building Official City of Port Townsend Development Services Department 250 Madison St., Suite 3 Port Townsend, WA 98368 Dear Fred: This letter is in regards to the Sheridan Street Offices, Lower Floor Tenant Improvements at 623 Sheridan Street in Port Townsend and my role in the mechanical engineering review. "Throughout the design and cunstniction of the lower floor offices, I have been working with the property owner, Jim McCarron, and with the mechanical contractor Air Flo Heating Co. to ensure that the offices were adequately and accurately designed according to the Washington State Energy Code, Inte¢ ational Mechanical Code and per the American Institute of Architects, Faculty Guidelines Institute for Healthcare Facilities. I have reviewed the mechanical heating and cooling load calculations, ventilation requirements, the sheet metal design and layout, the equipment submittals and will be planning a site investigation to inspect the installation and construction of mechanical systems. During this process, I offered modifications to the design and installation that were implemented by Air Flo. Thus far, I have found no exceptions with the design, mechanical equipment selection, or installation of the mechanical systems. If you have any questions or comments, please feel free to contact me on my cell phone at (425) 293-6267. Sincerely, Greg Romaniuk, P.E. LEED AP Mechanical Engineer Greg Romaniuk <gromaniuk@gmail.com> Re: 915 Sheridan HVAC March 17, 2009 10,51:47 AM PDT noreen mccarron <nmccarron @waypoint.com> 1 Attachment, 71.4 KB Jim Let me know what you think of this letter. I can send it off in the mail today if it looks ok. Greg On Sun, Mar 8, 2009 at 1:24 PM, noreen mccarron < > wrote: Hi Greg, I left a phone message for you on Friday but not sure how coherent it was. Basically the City feels that because of the size of my project they need some engineering assessment/review of the Air Flo plan. I told them you had reviewed the plan, suggested some modifications and then verbally approved the modified plan. The city would be satisfied with a letter from you stating that you had reviewed the design, consisting of two roof mounted units with ducted air to ten zones and return air via plenum. That you agreed that the plan would meet codes and ventilation requirements for the clinic office spaces and that you would be making a site visit to confirm that the installation was properly installed. We can decide on best time for that visit and then send City a brief follow up note. Hope you can send the letter ASAP as they are holding the permit up for it. Meanwhile the required beams have ben reinforced and cut and the majority of the ducting has been installed. The City has backed off on the requirement that the plenum be draft stopped into 1000 q ft spaces. We managed to convince them that the space above the suspended ceiling is "non combustible". We are dealing with a new building official who seems truly anxious to help us complete the project. I think he just wants to cover his ass. Please send the letter to Fred Slota Building Official City of Port Townsend Development Services Department 250 Madison St., suite 3 Port Townsend WA 98368 Hope you had fun at the Olympic trials. Regards, Jim Greg Romaniuk 7825 1881h St SE Snohomish, WA 98296 March 17,2009 Fred Slota Building Official City of Port Townsend Development Services Department 250 Madison St., Suite 3 Port Townsend, WA 98368 Dear Fred: This letter is in regards to the Sheridan Street Offices, Lower Floor Tenant Improvements at 623 Sheridan Street in Port Townsend and my role in the mechanical engineering review. e Throughout the design and construction of the lowerfloor off,ce s, I hav been working with the property owner, Jim McCarron, and Nvith the mechanical contractor Air Flo Heating Co. to ensure that the offices were adequately and accurately designed according to the Washington State Energy Code, International Mechanical Code and per the American Institute of Architects, Faculty Guideflaes, Institute for Healthcare Facilities. I have reviewed the mechanical heating and cooling load calculations, ventilation requirements, the sheet metal design and layout, the equipment submittals and will be planning a site investigation to inspect the installation and construction of mechanical systems. During this process, I offered modifications to the design and installation that were implemented by Air Flo. Thus far, I have found no exceptions with the design, mechanical equipment selection, or installation of the mechanical systems. If you have any questions or comments, please feel free to contact me on my cell phone at (425) 293-6267. Sincerely, Greg Romanid Mechanical Eni AM"JU-0 HEAT PUMPS FURNACB V'C (j �j ) AwkUnAw 101. AIR QUALITY INDOOR AIR EXFE*R TS MARK EVELAN ED SALES MANAGER 221WCEDA8 '-4e)C- SEQUIM, WA 360/683-3901 98382 mevelandoadoheating.c--,om 360/385-5354 IJC� AfRft 11 206DO wwairfloheating.corm FAX: 683-3971 � b n � C! 7 Cn QHa �oW 7t�Z ww 0 C)W�a «-. a., U z , 00 p � U E z L n 0 z z C7 �I a a F x ZZ o 3 0 0 Z zz :Z L1 Page I of 1 Scottie Foster From: Francesca Franklin Sent: Tuesday, January 13, 2009 8:09 AM To: taumock@cablespeed.com; Rick Taylor; Scottie Foster Subject: McCarron's BLD08-186 Doc McCarron came in yesterday asking for a copy of the Fire Dept. Review or Report. He was charged $406.06 for this review and he does not know what the fee covered. I didn't find anything in the file from Tom so I am asking for documentation that shows what that fee was for so I can provide it to Doc McCarron. Thank you. Francesca -Tranfiin P.W. Development Specialist Development Services 250 Madison, Suite 3 Port Townsend WA 98368 (360) 379-5093 ffranklin@cityofpt.us 1 / 13/2009 600Z/ZZ/I dsL,°[teiap[aa.iLd/[aajud/sxossl. .,�L,/sn'Lm-uosiajjaf•oa°nnnnm//:d;lu Z3o Z Avd sgulaQ [aaxud Page 1 of 1 Scottie Foster From: Francesca Franklin Sent: Thursday, January 15, 2009 7:07 AM To: 'Tom Aumock' Cc: Scottie Foster Subject: RE: McCarron's BLD08-186 Hi Tom, Nothing yet. Scottie hasn't had time to check this out yet. Do you have anything in your files? F2 From: Tom Aumock [mailto:taumock@cablespeed.com] Sent: Wednesday, January 14, 2009 2:31 PM To: Francesca Franklin Subject: Re: McCarron's BLD08-186 Hi F2. What did you find out? Tom ----- Original Message ----- From: Francesca Franklin To: taumock@cablespeed.com ; Rick Taylor; Scottie _Foster Sent: Tuesday, January 13, 2009 8:08 AM Subject: McCarron's BLD08-186 Doc McCarron came in yesterday asking for a copy of the Fire Dept. Review or Report. He was charged $406.06 for this review and he does not know what the fee covered. I didn't find anything in the file from Tom so I am asking for documentation that shows what that fee was for so I can provide it to Doc McCarron. Thank you. P.W. Development Specialist Development Services 250 Madison, Suite 3 Port Townsend WA 98368 (360)379-5093 ffranklin@cityofpt.us 2/ 17/2009 FIRE -RESISTANCE -RATED CONSTRUCTION SECTION 717 CONCEALED SPACES 717.1 General. Fireblocking and drattstopapaing shall be in- stalled in combustible concealed locations in accordance with this section. Fireblocking shall comply with Section 717.2. DMftstopping in floor/ceiling, spaces and attic spaces shall comply with Sections 7173 and 717A, respectively. The per- mitted use of combustible materials in concealed spaces of noncombustible buildings sh1lll be limited to the ,ipplications indicated in Section 717.5. 717.2Fireblocking.]it combustible construction* fireblocking shall be installed to cut offconcealed draft openings (both ver' lical ;and horizontal) and shall fox -in an effective barrier between floors, between a top story and a roof or attic space. Fireblocking shaall be installed in the locations specified in Sec- tions 717.2.2 through 7171.7. 717.2.1 Fireblocking materials. Fireblocking shall consist of 2-inch (51 mm) nominal lumber or two thicknesses of 1-inch (25 mm) nominal lumber with broken lap joints or one thickness of 0.719-inch (18.3 mm) wood structural panel with joints backed by 0.719-inch (18.3 mm) wood structural panel or one thickness of 0„75-inch (19 mm) particleboard with „joints backed by 0 75-inch (19 mm) particleboard. Gypsum board„ cement fiber- board, batts or blankets of mineral wool or glass fiber or other approved tnaterials installed in such ar rnranner ass to be seer*°ely re taained in place shall be permitted as an acceptable fir:eblock. Batts or blankets of mineral or glass fiber- or other approved nonrigid materials shall be permitted for conipliance with the l 0-foot, (3048 narta) horizontal firreblock:ing in walls con- structed using parallel rows of studs or staggered stands. Loose -rill ,insulation rnateriarl. shall not lire used as as fireblock unless specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to re- tard the spread of fire and hot gases. The integrity of fireblocks shall be maintained, 717.2.1.1 Double stud walls. Batts or blankets of min- eral or glass fiber or other approved nonrigid materials shall be allowed as fireblocking in walls constructed us- ing parallel rows of studs or staggered studs. 717.2.2 Concealed will spaces. Fireblocking shall be pro- vided in concealed spaces of stud wallas and partitions, in- cluding furred spaces, and parallel, rows of :studs or staggered studs, as follows: a. Vertically at the ceiling and floor levels. b. Horizontally at intervals not exceeding 10 feet (3048 mm). 717.2.3 Connections between horizontal and vertical spaces. Fireblocking shall be provided at interconnections between colIMrled vertical stud wall or partition spaces and concealed horizontal spaces created by all assembly of"floor joists or trusses, and between concealed vertical and hori- zontal spaces such as occur at soffits, drop ceilings, cove ceilings and similar locations. 717.2.4 Stairways. Firellocking shall be provided in con- cealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall also comply with Section 1019.1.5. 717.2.5 Ceiling and floor openings. Where anuarlaar spzace protection is provided inaccordance with Exception 6 of Section 707.2, Exception I of section 712.4.2, or Sectioar 712.4.3, fireblocking shall lie installed at openings around' vents„ pipes, (fuels, c'hianne.,ys and fireplaces ,it ceiling and flour- levels, with an approved material to resist the free pas.. saga of I larue avid the products of combustion. 'F acio ry-built chinuteys .-and fireplaces shall be fircblocked in accordarrice with UL 103 and UL 127. 717.2.6 Architectural trim. Fireblocking shall be installed within concealed spaces of exterior wall finish and other ex- terior architectural elements where permitted to be of com- bustible construction in Section 1406 or where erected with combustible frames, at maximum intervals of 20 feet (6096 min). If noncontinuous, such elements :shall have closed ends, with at least 4 inches (102 mm) of separation between sections. Exceptions: 1. Fireblocking of cornices is not required in sin- gle-family dwellings, as applicable in Section 101,2. 1 raeblockrng of cornices of a twcr fancily clwelliatg as applicable an Se l:iota 101.2 a,, r equired only at the pine of dwelling, unit separation. 2. Fireblocking shall not be required where installed on noncombustible framing and the face of the ex- terior wall finish exposed to the concealed space is covered by one of the following materials: 2.1. Aluminum having a minimum thickness of 0.019 inch (0.5 mm). 2.2. Corrosion -resistant steel having a base metal thickness not less than 0.016 inch (0.4 mm) at any point. 2.3. Other approved noncombustible materials. 717.2.7 Concealed sleeper spaces. Where wood sleepers are used for laying wood flooring on masonry or concrete ire-resist,.rnce-rated floors„ the space between the floor slab and the underside of the wood flooring shall be filled with an approved material to resist the free passage of flame and products of combustion or fireblocked in such a manner that there will be no open spaces under the flooring that will ex- cmd 100 square feet (9.3 rua) in area and such space shaa11 be filled solidly under petntanent partitions sir thau there is no communication under the flooring between adjoining rooms. Exceptions: 1. Fireblocking is not required for slab -on -grade floors in gymnasiums. 2. Fireblocking is required only at the juncture of each alternate lane and at the ends of each lane in a bowling facility. 717.3 17rr€a;ftstoppring in floors. In combustible construction, drafistcspphng shall be installed to subdivide floor/ceiling a?as- semblleas in the locations prescribed in Sections 71.73.2 through 717.3.3. 2003 INTERNATIONAL BUILDING CODE® 107 FIRE -RESISTANCE -RATED CONSTRUG N 717.3.1 Draftstopping materials. Draftstopping materials shall not be less than 0.5-inch (12.7 mm) gypsum board, 0.375-inch (9.5 nun) wood structural panel, 0.375-inch (9.5 mm) particleboard or other approved materials adequately supported. The integrity of draftstops shall be maintained. 717.3.2 Groups R-1, R-2, R-3 and R-4. Draftstopping shall be provided in floor/ceiling spaces in Group R-1 build- ings, in Group R-2 buildings as applicable in Section 101.2 with three or more dwelling units, in Group R-3 buildings as applicable in Section 101.2 with two dwelling units and in Group R-4 buildings. Draftstopping shall be located above and in line with the dwelling unit and sleeping unit separa- tions. Exceptions: 1. Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. 2. Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.2, pro- vided that automatic sprinklers are also installed in the combustible concealed spaces. 717.3.3 Other groups. In other groups, draftstopping shall be installed so that horizontal floor areas do not exceed 1,000 square feet (93 m2). Exception: Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. 717.4 Draftstopping in attics. In combustible construction, draftstopping shall be installed to subdivide attic spaces and concealed roof spaces in the locations prescribed in Sections 717.4.2 and 717.4.3. Ventilation of concealed roof spaces shall be maintained in accordance with Section 1203.2. 717.4.1 Draftstopping materials. Materials utilized for draftstopping of attic spaces shall comply with Section 717.3.1. 717.4.1.1 Openings. Openings in the partitions shall be protected by self -closing doors with automatic latches constructed as required for the partitions. 717.4.2 Groups R-1 and R-2. Draftstopping shall be pro- vided in attics, mansards, overhangs or other concealed roof spaces of Group R-2 buildings with three or more dwelling units and in all Group R-1 buildings. Draftstopping shall be installed above, and in line with, sleeping unit and dwelling unit separation walls that do not extend to the underside of the roof sheathing above. Exceptions: 1. Where corridor walls provide a sleeping unit or dwelling unit separation, draftstopping shall only be required above one of the corridor walls. 2. Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. 3. In occupancies in Group R-2 that do not exceed four stories in height, the attic space shall be subdi- vided by draftstops into areas not exceeding 3,000 square feet (279 m2) or above every two dwelling units, whichever is smaller. 4. Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.2, pro- vided that automatic sprinklers are also installed in the combustible concealed spaces. 717.4.3 Other groups. Draftstopping shall be installed in attics and concealed roof spaces, such that any horizontal area does not exceed 3,000 square feet (279 m2). Exception: Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. 717.5 Combustibles in concealed spaces in Type I or II con- struction. Combustibles shall not be permitted in concealed spaces of buildings of Type I or II construction. Exceptions: 1. Combustible materials in accordance with Section 603. 2. Combustible materials complying with Section 602 of the International Mechanical Code. 3. Class A interior finish materials. 4. Combustible piping within partitions or enclosed shafts installed in accordance with the provisions of this code. Combustible piping shall be permitted within concealed ceiling spaces where installed in ac- cordance with the International Mechanical Code and the International Plumbing Code. SECTION 718 FIRE -RESISTANCE REQUIREMENTS FOR PLASTER 718.1 Thickness of plaster. The minimum thickness of gyp- sum plaster or portland cement plaster used in a fire -resis- tance -rated system shall be determined by the prescribed fire tests. The plaster thickness shall be measured from the face of the lath where applied to gypsum lath or metal lath. 718.2 Plaster equivalents. For fire -resistance purposes, 0.5 inch (12.7 mm) of unsanded gypsum plaster shall be deemed equivalent to 0.75 inch (19.1 mm) of one -to -three gypsum sand plaster or 1 inch (25 mm) of portland cement sand plaster. 718.3 Noncombustible furring. In buildings of Type I and II construction, plaster shall be applied directly on concrete or masonry or on approved noncombustible plastering base and furring. 108 2003 INTERNATIONAL BUILDING CODE® FIRE -RESISTANCE -RATED CONSTRUL iN 717.3.1 Draftstopping materials. Draftstopping materials shall not be less than 0.5-inch (12.7 mm) gypsum board, 0.375-inch (9.5 mm) wood structural panel, 0.375-inch (9.5 mm) particleboard or other al')prrovved materials adequatelysupported. The, integrity of draaftstops shall be maintained. 7'17.3.2 Groups R-1, It-2, R-3 and R-4. Draftstopping shall be lrr`cavicled in floe'rr°la.eiiirrgspaace: irr Grt:'+gilt R-1 build- ing,,, in.Oroup R-2 btrila':ling a as atpplicta ,ale in Section 101.2 with three or more, dwelling units, in Group f1-3 buildings as applicable in Sectrrrn 101.2 with two dwelling units and in Group R-4 buildings. Draftstopping shall be located above and in line with tlae dwelling unit and sleeping unit separa- tions. Exceptions: Draftstopping is nett required to buildings equipped throughout with air automatic sprinkler system in accordance with Section 90:1 3,1.'l. Drraft;toppiag is not required in buildings equipped thrcaughorrt with an automatic sprinkler systern its accordance with ;section 903.3.1.2, pro- vided tlrait automatic slsa rurlclers are also installed in the combustible concealed spaces. 717.3.3 Other groups. In otfter° groups, draftstoppingshall be installed so that horizontal floor areas do not exceed 1,000 square feet (93 m2). Exception: Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. 717.4 Draftstopping in attics. In combustible construction„ draftstopping shall be installed to subdivide attic: spaces, an(], concealed roof spaces in the, locations prescribed in Sections 71 T.4.2 and 717.4.3. Ventilation of concealed roof 'spaces shall be maintained in accordance with Section 1203.2. 717.4.1 Draftstopping materials. Materials utilized for draftstopping of attic spaces shall comply with Section 717.3.1. 717.4.1.1 Openings. Openings in the partitions shall be protected by self -closing doors with automatic latches constructed as required for the partitions. 717.4.2 Groups R-1 and R-2. Draftstopping shall be pro- vided in attics, mansards, overhangs or other concealed roof spaces of Group PZ-2 buildings with threee or more dwelling units and in all group R- I buildings. Draftstopping shall be installed above, and in line with, sleeping unit and dwelling unit separation walls that do not extend to the underside of the roof sheathing above. Exceptions: 1. Where corridor walls provide a sleeping unit or dwelling unit separation, draftstopping shall only be required above one of the corridor walls. 2. Draftstopping is not required in buildings equipped throughout with an tuttonlatic sprinkler systern in accorc'lance with Section 903.3.1.1. 3. In occupancies in (.lroup R-2 that do not exceed four stories inheight, the attic space shall bcsu.bdi- vided'by draftstops into areas not exceeding 3,000 square reet (279 m2) or above every two dwelling units, whichever is smaller. 4 Draftstopping is not required in buildings equipped throughout with all automatic sprinkler system in accordance with Section 903.3.1.2„ pro- vided that auto rnatie sprinlders are also installed in the combustible concealed spaces. 717.4,43 Other groups. Draftstopping shall be installed in aatties," and concealed roof spaces, such that any horizontal area does not exceed 3,000 square feet (279 m2). Exception: Draftstopping is not required in buildings equipped throttghOut with an automatic sprinkler system in accordance with Section 903.3.1.1. 717.5 Combustibles in concealed spaces in Type I or II con- struction. Combustibles shall not be permitted in concealed spaces of buildings of Type I or II construction. Exceptions: 1. Combustible materials in accordance with Section 603. 2. Combustible materials complying with Section 602 of the International Mechanical Code. 3. Class A interior finish materials. 4. Combustil'lc piping within partitions or enclosed shafts installed in accordance with the provisions of this code. Combustible piping shall be permitted within concealed ceiling spaces where installed in ac- cordance with the International Mechanical Code and the International Plumbing Code. SECTION 718 FIRE -RESISTANCE REQUIREMENTS FOR PLASTER 718.1. "I"hickness of plaster. Tile minimum thickness of gyp- sum plaster or portland cement plaster used it a lire -resis- tance -ratted systern shall be determined by the prescribed fire tests. i he plaster thickness shall be measured from the farce of die lath where applied to gypsum lath or metal lath. 718..2 Plaster equivalents. For fire resistance purposes, 0.5 inch (1,23 rnm) of un,"rideel gypsttrn l?Iaaster shall be deemed equivalent: to0.75 inch (1cf. l mina) of one -to -three gypst.rrrr saurd plaster or 1 inch (25 mrn) of portland cement sand plaster. 718.3 Noncombustible furring. In buildings of Type I and II construction, plaster shall be applied directly on concrete or masonry or on approved noncombustible plastering base and furring. 108 2003 INTERNATIONAL BUILDING CODE@ VORT r° City of Port Townsend Development Services Department 250 Madison Street, Suite 3 Port Townsend WA 98368 �va (360) 379-5095 FAX (360) 344-4619 February 17, 2009 Wendy Ryan, Architect 411 Pleasant Harbor Road Brinnon, WA 98320 RE: BLD08-189 Sheridan Street Tenant Improvements Mrs. Ryan, I received your letter dated February 10, 2009 and after reviewing the 2006 International Building Code Section 717.3, Draftstopping in floors which states: ...In combustible construction, draftstopping shall be installed to subdivide floor/ceiling assemblies in the locations prescribed in Sections 717.3.2 through 717.3.3. I'm not sure why you feel that IBC 717.3 the draftstopping requirements do not apply to Building Permit BLD08-189. If you would please provide me with the Section from the IBC or Exception to the draftstopping requirements that would be greatly appreciated. I egards, Rick Taylor Building Inspector II A NATIONAL MAIN STREET COMMUNITY WASHINGTON'S HISTORIC VICTORIAN SEAPORT WENDY RYAN, Architect 411 Pleasant Harbor Road, Brinnon WA, 98320 A.giL�g�ji tcct ijbarginail.com (360) 796-3499 February 10, 2009 City of Port Townsend, Development Services 250 Madison Street, Suite 3 Port Townsend, WA 98368 Attn: Rick Taylor RE: BLDGO8-189 FOR Sheridan Street Tenant Improvements I have reviewed the requirements for ceiling -floor draftstops. Even though the building is Construction Type V-N, the floor and ceiling structure is comprised of non-combustible materials. Therefore, per IBC 717.3, the draftstopping requirements do not apply to our situation. If you have any questions, please give me a call. Wendy Ryan c.c. Jim McCarron 61 tJ°,'u n eAF-r sTofP(.-i C 'Zoo r-aftStopp ngIBC.pdf Draft Stopping Status: Downloaded N'14.ne -type'appl I cation/pd` Cc 0alk'41'4b0menu 'Mr.t.i DRAFTSTOPPINC. A material, device or construction installed to restrict the movement of air within open spaces of concealed areas of building components such as crawl spaces, floor/ceiling assemblies, roof/ceiling assemblies and attics. 0 Draft stopping is required in concealed combustible spaces to limit the movement of air, smoke and other products of combustion. Draftstopping materials are permitted to be combustible based on the rationale that a large and thick enough combustible material will act as a hindrance against the free movement of air, of flame/fire and the products of combustion. [see figures 702.1(2) and 702.1(3) for typical draft stopping applications (also see Section 717)J. Figure 702.1(2) depicts a ceifing✓floor assembly of wood construction with a suspended ceiling. Figure 702.1(3) depicts a ceilinglfloor assembly with truss joists of wood construction. SECTION 717 CONCEALED SPACES 717.1 General. Fireblocking and draftstopping shall be installed in combustible concealed locations in accordance with this section. Fireblocking shall comply with Section 717.2. Draftstopping In floor/ceiling spaces and attic spaces shall comply with Sections 717.3 and 717.4, respectively,............ 717.3 Draftstopping In floors. in combustible construction, draftstopping shall be installed to subdivide floor/ceiling assemblies in the locations prescribed in Sections 717.3.2 through 717.3.3. !t would seem superfluous to follow this any further since the floorfceifing assembly is not a combustible construction. The suspended ceiling also being rated would further support that the floor ceiling assembly is not combustible. From- Jim McCarron <topgun@waypoint.com> Subject: My questions condensed. Date: January 13, 2009 12:09:27 AM PST To: rtaylor@cityofpt.us Bcc: Ron Khile <ronkhile@olypen.com> Hi Rick, Thank you very much for your help today. The material from the International Mechanical Code answered some of my questions. Specifically "materials within plenums shall be noncombustible or shall have a flame spread index of not more than 25 and a smoke developed index of not more than 50 when tested in accordance with ASTM E 84" An exception is made for combustible materials enclosed in noncombustible raceways or enclosures, approved gypsum board assemblies or enclosed in materials listed and labeled for such application. That leads to one of my primary questions. Untreated Douglas Fir has a Flame Spread rating of 90. Commercially available fire retardant treatments for wood and panel products can reduce flame spread performance to an index of 25 or less. One of these products is "Fire Kote 100". It claims to reduce flame spread to less than 10 on most wood surfaces and smoke development by 70% and higher. If it or a similar product could be used it would save a lot of trouble covering all wood with sheetrock or metal. h_U //WWWj0, The first question therefore is: ° mi" ", �, I� : wu ��N I�` . � � 1 ; � � �)ac, W( : I could find no reference to any limitations on size of return air plenums. The Uniform Building Code (1997) 708.3.1.1.3 Other Uses. Draft stops shall be installed in floor -ceiling assemblies of buildings or portions of of buildings used for other than dwelling or hotel occupancies so that the area of the concealed space does not exceed 1,000 sq feet and so that the horizontal dimension between stops does not exceed 60 feet. The return air plenum above a suspended ceiling is not really a concealed space at least from the fire fighting perspective. 708.3.1.2.2 Other uses. Draft stops shall be installed in attics, mansards,overhangs, false fronts set out from walls and similar concealed spaces of building shaving uses other than dwellings or hotels so that the area between draft stops does not exceed 3,000 square feet and the greatest horizontal dimension does not exceed 60 feet. This seems to define concealed spaces and yet is more liberal in the allowance of 3,000 sq feet for draft stopping. These are spaces that usually contain combustibles as opposed to return air plenums that cannot.. In 708.3.1.3 Draft stop construction, materials approved include wood structural panels and particle board. These would not be allowed in return air plenums so can one conclude that neither 708.3.1.1.3 or 708.3.1.2.2. actually apply to return air plenums? Air Flo with whom I have been working for my HVAC system say they have never been aware of any limits to the area. of return air plenums. I think my Architect, in response to the extensive questions from the outside reviewer of my building permit had to find something and unfortunately settled on the 1,000 sq ft which causes a lot of difficulty in a 2'space criss crossed by 14" and 16" steel girders. The second question is: iS 6"alft stcjp:)in'ig �"eq�,,� . . . .. ire a, i a, b(:a,tween c,'i ai d a, co�i'­)c�'r'ete orn a"'rieta] 1pai�,i deck 2' above V �'O " f IIt �S' fl vv[ml ns ICnaxIIrrwry p& IPT'[ted a,re,,,,'­.,',�, 6'a,ft This is long winded (a genetic Irish failing) but it does condense down my questions. Thanks again Rick. Regards, Jim Mc Carron 360-643-2846 �i G .3�D 11a Draft Stopping 702 device or construction installed to restrict the movement of air v#MIJ, open spaces of concealed areas of building components such as crawl spaces, floorApoing• i M attics, *.**Draft stopping is required in concealed combustible spaces to limit the movement of air, smoke and other products of combustion. Draftstopping materials are permitted to be combustible based on the rationale that a large and thick enough combustible material will act as a hindrance against the free movement of air, of flame/fire and the products of combustion. [see figures 702.1(2) and 702.1(3) for typical draft stopping applications (also see Section 717)]. Figure 702.1(2) depicts a ceiling1floor ass . ol' of wood construction with a suspended ceiling. Figure 702.1(3) depicts a ceiling/floor assembly with truss joists of wood construction. SECTION 717 CONCEALED SPACES 717.1 General. Fireblocking and draftstopping shall be installed in combustibie concealed locations in accordance with this section. Fire'blocking shall comply with Section 717.2. Draftstopping in floor/ceiling spaces and attic spaces shall comply with Sections 717.3 and 717.41 respectively, 717.3 Draftstopping in floors. In combustible construction, draftstopping shall be installed to subdivide floor/ceiling assemblies in the locations prescribed in Sect4 is 717.3.2 through 717.3.3. assemblyIt would seem Superfluous to f0110w this any further since the floorIceiling suspended N being M` 2004 VP "' 2004 Washington State Nonresidential Energy Code Compliance Forms State Nonresidential EnErav Code Corr nce Form Project Info Project Address Sheridan Street Offices Date 02/11/2009 WgSheriaan Street For Building Dept. Use Applicant Name: Jim McCarron Applicant Address: Applicant Phone: Project Description Roof top heat pumps with ecomomizers 10 zones, ventalation of bath Briefly describe mechanical rooms system type and features. Q Includes Plans Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 (0)Simple System 0 Complex System 0 Systems Analysis Compliance Option (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' AH1 Trane 'WCH150B North Trane WSC120W Capacity2 Btu/h 150000 120000 OSA CFM Total CFM or Econo? 5000 Econo 4000 Econo SEER or EER IPLV3 Location 10 SEER Roof 10 SEER Roof Heating Equipment Schedule Equip. ID Brand Name' It Model No.' Capacity2 Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiencv4 AH1 Trane WCH150B 150000 5000 Econo 3.2 COP North Trane WSC120W 120000 4000 Econo 3.36 COP Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM Sp' HP/BHP Flow Controls Location of Service F-1 Greenheck G095DGEX 950 0.13 cV 159, 158, 157, 104, 132, F-2 Panasonic FV30NFL1 340 3 ly.ly:}7 i 44d 46�i ).4 ..,-;'`, F-3 Nutone QTRN110 110 F-4 Nutone QTRN110 110 11� F-5 Nutone QTRN110 110 j �,. i 1 F-6 Nutone QTRN110 110 1 6 'If 2 Ac f—#f Al --Ali— fn -r k! 4A_4 A fhm..;& 4A_1 r_` 3 If rnnuirnrf 4 1"'"n p LjCOC „� API IF G.�..�.., . .. �. . o. .....y ... .r .... .y.. .� .y...,.....i. ,.. : applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable pad (VS). ........ FIRE -RESISTANCE -RATED CONSTRUr 2. Horizontally at intervals not exceeding 10 feet (3048 mm). 717.2.3 Connections between horizontal and vertical spaces. Fireblocking shall be provided at interconnections between concealed vertical stud wall or partition spaces and concealed horizontal spaces created by an assembly of floor joists or trusses, and between concealed vertical and hori- zontal spaces such as occur at soffits, drop ceilings, cove ceilings and similar locations. 717.2.4 Stairways. Fireblocking shall be provided in con- cealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall also comply with Section 1009.5.3. 717.2.5 Ceiling and floor openings. Where annular space protection is provided in accordance with Exception 6 of Section 707.2, Exception 1 of Section 712.4.1.2, or Section 712.4.2, Fireblocking shall be installed at openings around vents, pipes, ducts, chimneys and fireplaces at ceiling and floor levels, with an approved material to resist the free pas- sage of flame and the products of combustion. Factory -built chimneys and fireplaces shall be fireblocked in accordance with UL 103 and UL 127. 717.2.6 Architectural trim. Fireblocking shall be installed within concealed spaces of exterior wall finish and other exterior architectural elements where permitted to be of combustible construction as specified in Section 1406 or where erected with combustible frames, at maximum inter- vals of 20 feet (6096 mm), so that there will be no open space exceeding 100 square feet (9.3 m3). Where wood fur- ring strips are used, they shall be of approved wood of natu- ral decay resistance or preservative -treated wood. If noncontinuous, such elements shall have closed ends, with at least 4 inches (102 mm) of separation between sections. Exceptions: 1. Fireblocking of cornices is not required in sin- gle-family dwellings. Fireblocking of cornices of a two-family dwelling is required only at the line of dwelling unit separation. 2. Fireblocking shall not be required where installed on noncombustible framing and the face of the exterior wall finish exposed to the concealed space is covered by one of the following materials: 2.1. Aluminum having a minimum thickness of 0.019 inch (0.5 mm). 2.2. Corrosion -resistant steel having a base metal thickness not less than 0.016 inch (0.4 mm) at any point. 2.3. Other approved noncombustible materials. 717.2.7 Concealed sleeper spaces. Where wood sleepers are used for laying wood flooring on masonry or concrete fire -resistance -rated floors, the space between the floor slab and the underside of the wood flooring shall be filled with an approved material to resist the free passage of flame and products of combustion or fireblocked in such a manner that there will be no open spaces under the flooring that will exceed 100 square feet (9.3 mz) in area and such space shall be filled solidly under permanent partitions so that there is no communication under the flooring between adjoining rooms. Exceptions: 1. Fireblocking is not required for slab -on -grade floors in gymnasiums. 2. Fireblocking is required only at the juncture of each alternate lane and at the ends of each lane in a bowling facility. 717.3 Draftstopping in floors. In combustible construction, draftstopping shall be installed to subdivide floor/ceiling assemblies in the locations prescribed in Sections 717.3.2 through 717.3.3. 717.3.1 Draftstopping materials. Draftstopping materials shall not be less than 0.5-inch (12.7 mm) gypsum board, 0.375-inch (9.5 mm) wood structural panel, 0.375-inch (9.5 mm) particleboard, 1-inch (25-mm) nominal lumber, cement fiberboard, batts or blankets of mineral wool or glass fiber, or other approved materials adequately sup- ported. The integrity of draftstops shall be maintained. 717.3.2 Groups R-1, R-2, R-3 and R-4. Draftstopping shall be provided in floor/ceiling spaces in Group R-1 build- ings, in Group R-2 buildings with three or more dwelling units, in Group R-3 buildings with two dwelling units and in Group R-4 buildings. Draftstopping shall be located above and in line with the dwelling unit and sleeping unit separa- tions. Exceptions: 1. Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. 2. Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.2, pro- vided that automatic sprinklers are also installed in the combustible concealed spaces. 717.3.3 Other groups. In other groups, draftstopping shall be installed so that horizontal floor areas do not exceed 1,000 square feet (93 mz). Exception: Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. 717.4 Draftstopping in attics. In combustible construction, draftstopping shall be installed to subdivide attic spaces and concealed roof spaces in the locations prescribed in Sections 717.4.2 and 717.4.3. Ventilation of concealed roof spaces shall be maintained in accordance with Section 1203.2. 717.4.1 Draftstopping materials. Materials utilized for draftstopping of attic spaces shall comply with Section 717.3.1. 717.4.1.1 Openings. Openings in the partitions shall be protected by self -closing doors with automatic latches constructed as required for the partitions. 114 2006 INTERNATIONAL BUILDING CODE®