Loading...
HomeMy WebLinkAboutDOC-2002-Structural Calculation - STRUCTURAL CALCULATIONS FOR BETHARD DENTAL CLINIC EXAM BOOTH SUPPORT Anacortes, WA June 19, 2002 Job No. 02-144 PREPARED BY: SCHEMMER ENGINEERING INC. 1610 Commercial Avenue, Suite A L S Anacortes, Washington 98221 (360) 293-9006 www.schemmereng.com ° 3 27481 I SIGN ANALYSIS %MU OF tusECT BY lE JN N0.SCHEMMER ENGINEERING INC. LOO IL 9L Z 3L 3 DL EXhM 5H = 8opsl� l7L 213 I _So P6F � P (2)2l(o ghcl aL'- 3Z�1E 1 (1)lb((o x'?- P ( "DL`32. 1 /.CYRMBacTH uAi.1..L0�}D P F 30sn ! ,27S l-F—1 l i3L1 j k�Ly L1-:133 P}P� (2)2x(o and l I SCHEMMER ENGINEERING INC. Title: Job 1610 COMMERCIAL AVE, SUITE A Dsgnr: Date: 11:59AM, 19 JUN 02 ANACORTES,WA 98221 Description Scope: Timber Beam & Joist user xwaoaoz3,va s.r.a zz�u..tgn.wwz Page 1 ca)rwun cx[lmwtc ¢\ nine rin files\�ob files\ 2- 44 betha d Description Beams Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements BL2,BL3 BLl,131.4 Timber Section 4x6 4x6 Beam Width in 3.500 3.500 Beam Depth in 5.500 5.500 Le:Unbraced Length ft 0.00 0.00 Timber Grade louglas Fir-Larch louglas Fir-Larch it Fb-Basic Allow psi 825.0 825.0 Fv-Basic Allow psi 95.0 95.0 Elastic Modulus ksi 1,600.0 1,600.0 Load Duration Factor 1.000 1.000 Member Type Sawn Sawn Repetitive Status No No Center Span Data Span fll 4.00 4.00 Dead Load #fit 32.00 32.00 Live Load #fit 133.00 133.00 Dead Load #fit 213.00 275.00 Live Load #/ft Start ft End ft 4.000 4.000 Results Ratio= 0.4812 0.5601 Mmax @ Center in-k 9.07 10.56 @ X= ft 2.00 2.00 fb:Actual psi 514.1 598.4 Fb:Allowable psi 1,072.5 1,072.5 Bending OK Bending OK fv:Actual psi 45.7 53.2 Fv:Allowable psi 95.0 95.0 ! Shear OK Shear OK Reactions @ Left End DL Ibs 490.00 614.00 LL Ibs 266.00 266.00 Max.DL+LL Ibs 756.00 880.00 @ Right End DL Ibs 490.00 614.00 LL Ibs 266.00 266.00 Max DL+LL Ibs 756.00 880.00 Deflections Ratio OK Deflection OK Center DL Defl in -0.018 -0.023 UDell Ratio 2,640.9 2,107.6 Center LL Dell in -0.010 -0.010 UDefl Ratio 4,864.9 4,864.9 Center Total Defl in -0.028 -0.033 Location ft 2.000 2.000 UDell Ratio 1,711.7 1,470.5 I i EXISTING 4x6 7EXISTING 4x6 EXISTING 46 EXISTING 46 EXISTING 4x6 EXISTING 4z6 EXISTING 4x6 EXISTING 4z8 EL m 3 K X si EXISTING 4x8 EXISTING 4x6 rc 3 EXISTING 4x6 EXISTING 4x6 z i z EXISTING 4x6 EXISTING 4x6 EXISTING 4x6 EXISTING 4x8 EXISTING FLOOR FRAMING UNDER EXAM BOOTH 164!v y I 114 J J J J LL LL LL LL N N N N 0 m m m X X X X X N N N Cl. O � N N N N LL LL LL LL N N N N m N X x m N N N NEW FLOOR FRAMING UNDER EXAM BOOTH SCAL I/+ - r I e� J J Q'= X WS WO Zm EXISTING 4x6 SIMPSON BC4 NEW 2x6 /2 DFL 0 y ate. t<' o III a r a a w z NEW DECK PIER AND BASE a� d � -III-III-III-III-III-I I -I I I-I I -I I I-I I I-I I III-I I I-I I I-I I II I I-I I I-I I -I I I-I I I-I II- DETAIL 1 - NEW COLUMN AND POST BASE scue: r - r I 1994Wa , ton State Nonresidential Enervv,Code Com ce Form Mechanical Summary MECH-SUM 1994 Washington State Nonresidential Energy Code Compliance Forms - June,1995 Project Into Project Address North Casoaae ENT Date ######## 1019 24th Saito B For Building Dept. Use Anacoxtes, L4A Applicant Name: HANDYS HEATING, INC. Applicant Address: 17737 STATE ROUTE 536 Applicant Phone: 360-428-0969 Project Description SPLIT SYSTEM GAS FURNACES WITH AC Briefly describe mechanical system type and features. Simple System O Complex System O 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. CapacityZ OSA CFM SEER ID Brand Name' Model No.' Btu/h Total CFM or Econo? or EER IPLV3 Location AC1 LENNOX H529-024 24000 NA NA 11.00 GROUND NA TRANE (EXISTING) 3.5 TON 42000 NA NA 10.00 GROUND Heating Equipment Schedule acit Equip. Ca OSA cfm Y2 P o- 1 1 � Output Btuh ID Brand Name Model No. Btu/h Total CFM or Econo. Input Btuh p Efficiency F1 LENNOX G50OF-24A-045 45000 1430 124 45000 36000 80.000 NA TRANS (EXISTING) TRANS 80 80000 1400 200 80000 64000 80.000 Fan Equipment Schedule Equip. ID Brand Name' Model No.1 CFM SP' HP/BHP Flow Control5 Location of Service EFl GREENHECR SP-6 74 0.25 BATHROOM EF GREENHECX SP-6 74 0.25 BATHROOM-2 'If available. 2 As tested according to Table 14-1,14-2 or 143. 3 If required. 4 COP,HSPF, Combustion Efficiency,or AFUE,as applicable. 5 Flow control types:variable air volume(VAV),constant volume(CV),or variable speed(VS). V 3 June,1995 1994 Washington State Energy Code Compliance Forms Proect Address Date 6/14/2002 North Cascade ENT The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) Section Component Information Required on Plans Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment performance 1411.4 Pkg.elec.htg.&cig. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type,capacity,efficiency Mi-.0 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M1.0 yes 1412.2 Deadband control Indicate 5 degree deadband minimum 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff.day types M1.0 yes 1412.4.1 Dampers Indicate damper location and automatic controls 71.o 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans 71.o 1422 Thermostat interlock Indicate thermostat interlock on plans 1423 Economizers Equipment schedule 1413 Air economizers 1413.1 Operation Indicate 100%capability on schedule 1413.2 Control Indicate controls able to evaluate outside air 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary Mi o yes 1414.2 Duct insulation Indicate R-value of insulation on duct M1.0 1415.1 Piping insulation Indicate R-value of insulation on piping 1424 Separate air sys. Indicate separate systems on plans yes Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output,efficiency,cfm,hp,economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. . 1441 Elec,water heater Indicate R-10 insulation under tank 1442 Shut-off controls Indicate automatic shut-off 1450 Heated pools 1452 Pool water heaters Indicate not electric resistance 1453 Pool heater controls Indicate switch and 65 degree control 1454 Pool covers Indicate vapor retardant cover 1454 Pools degrees Indicate R42 pool cover If"no" is circled for any question, provide explanation: l I FROM '►JWER PRCIFIC CONSTRUCTION INCr-4QX NO. : 360-445-4531 M --- 2e 2002 03:32PM P1 Tower Pacific Construction 19550 Conway Hill Road Mt. Vernon, WA 98274 Office (360) 445 m 4521 Fax (360) 445 - 4531 To- From. Phone: Rate: �/(�F � , ap Re: -r- CC: ❑Urgent ❑ For Revnew ❑Please Comment ❑ Please Reply ❑Please Recycle >C v V i ROM : TOWER-PACIFIC-CONSTRUCTION INC - FRXNO. 360-445-4531 May. 28 2tdH2 0332P P2 t.; C) C�QCI CONSTRUCTION May 28,2002 Don Measamer Plans Examiner City of Anacortcs P.O Box 547 Anacortes, WA Ref: 1019 24'" Street Nortb Cascade E.N.T. Anacorns,WA Dear Don, In response to your letter of May 22"'(attached) 1 have addressed each of your concerns individually: I. Copy of current Washington State Contractor's License attached 2. We would prefer to reduce the occupant load by considering the waiting area as an accessory use of the Office space. If that is not feasible we can delete the accordion door from the improvements, 3. Signage directing clients to the barrier free restroom will be installed on the hallway wall to the left side of the scope room pocket door, This location provides easy visibility for clients at the reception or waiting room. 4. As discussed,we will be installing lever set door hardware at all locations and barrier free hardware at the pocket doors- 5. We will be installing a reduced pressure backilow assy.in the crawl space at the water source for the tenant space. Commercial Plumbing Inc-will be the installation contractor. 6. I am attaching a out sheet which shows the actual weight of the manufactured audio booth. This will be one of the last items to be installed in the sp a and the architect will be verifying the existing structure. --lb `-;�(t� '\v �N 7. The new restroom floor will be commercial sheet vinyl and the vinyl will continue up the wall for a minimum of 5"with heat welded seams. If you have any further questions or concerns,please contact me at(360)4454521. Sincerely Thomas J.Toepfer Tower Pacific Construction Inc. cc Steve Story i Stephen Story Architects FROM i•JWER PRCIFIC CONSTRUCTION INC --qX NO. 360-445-4531 M�- -- 28 2002 03:33PM P3 r / 'f Y w ANRCORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. .ev1" PM 360 593-1907 FRX(360) 293.1938 c�.-•, i.� PERMIT CFNTeR ( ) P.O. BOX 547,RNRCORTES, WR 98221-0547 IRNMUNCE, DIRECTOR EDWIN FRRNR, BUILDING OFFICIRL•e.maih ad@cityoianocarte:.erg '4 C OR May 22, 2002 Mr. Tom Toepfer Tower Pacific Construction 19550 Conway Hill Road Mt. Vernon, WA 98274 RE: 1019 24`h Street North Cascade E.N.T. Anacortes, Washington The following are comments and questions concerning the plan review done on the above- mentioned project. 1. Please provide a copy of the contractor's license. 2, The general notes on Sheet A1.0 indicate a total occupant load of 49 requiring two exits. Perhaps it would be best To consider the waiting area as an accessory use of the office space. If two exists are required the accordion style door would not be an approved exit per UBC Section 1003.3.1.5. 3. Indicate signage-directing clients to the barrier free restroom per WAC 51-40 Section 1103.2.4.1. 4_ Indicate barrier fire door hardware including at the pocket door,per WAC 51-40 Section 1013.2,4.1. 5. Provide verification that The medical office is provided with a premises isolation reduced pressure principle backflow assembly for the potable water supply. 6. It appears the audio booth is a premanufactured unit. Provide manufacturers specifications and confirm existing floor framing structural capacity for support of all live and dead loads. I FROM 7OWER PRCIFIC CONSTRUCTION INC �X NO. : 360-445-4531 28 2002 03:33PM P4 7, Indicate restroom floor continuous up to the wall at least 5 inches, A cove base is not approved for use to comply with UBC Section 807.1.1. Respectfully, CITY OF ANACORTES Don Measamer Plans Examiner DM_md FROM TOWER PACIFIC CONSTRUCTION INC,--- X NO. 360-445-4531 >- •�28 2002 03:34PM PS i DEPARTMENT OF LABOR AND INDUSTRIES k REGISTERED AS PROVIDED BY LAW AS CONST CONT .GENERAL a� ozTRPcv�€ ' aeia � 4p alM a' TOWER .PACIFIC, CONSTRUCTION. INC ;tr } 9550 CONWAY HILL R D MOUNT VESFMON- WA 9$274 �I 11� phi t u; Detach Arid Display Certificate ----- FROM : -TOWER PRCIFIC CONSTRUCTION IN�— RX NO. 360-445-4531 28 2002 03:34PM P6 R9a r-- 11 -02 02 : 12P MSR Nor--!,'. .pest y 425 74 - _. 871 WE ACOUSTIC 1 t m .�II I II ■.a"" i SYSTEMS Multi-Configurable (MC) Exam Booths 70" To^ RE-142 MC* 1 RE-146 MC* 4.g. Right Hinge Right Hinge Oucswing outswing 78 95 th• Left Hinge Oucswing Left Winse Outswinx Right Hinge Inswing Standard Features: Sealed 32" clear opening acoustic door with camlift hinges • Includes 20" x 60" window in door •Window, double glazed, laminated,24"w x 30"h safety glass • Recessed electrical service with 12' power connections • Clinical jack panel and cable pass-thru • Incandescent lighting with wall-mounted switch • Acoustically engineered ventilation externally mounted on wall or roof Indicate model,and door hinge and swing at time of order placement Other pone/ configurations cite available. Call factory for specific layout information. Model Dimensions Features Inside (WXLxH) Outside (WxLxH) Ventilation Lights Outlets Weight RE-142MC 64" x 6'0" x 6'6" 7'0" x 6'8" x 7'5" 200 CFM 2 1 3850' RE-146MC 6'4"x IV'x 6'6- 7'0" x 4'8" x 7'5" 200 CFM 2 I 30SO Add 6.5" to either width or height for active silencers, 3-5 for passive silencers I For more information, please contact: PO Box 3610 • Austin,TX 78764 512-444-1961 • FAX: 512-444-2282 www,acousticsystems.com j info ac0uSticsy5tems tom n 't Y G� �� ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH(360) 293-1901 FRX(360) 293.1938 P.O.BOX 547,RNCORTES, WA 98221.0547 IRN MUNCE, DIRECTOR EDWIN FRRNK,BUILDING OFFICIRL• E-mail:ed@cftyofanacortes.org May 22, 2002 Mr. Tom Toepfer Tower Pacific Construction 19550 Conway Hill Road Mt. Vernon, WA 98274 RE: 1019 24t' Street North Cascade E.N.T. Anacortes, Washington The following are comments and questions concerning the plan review done on the above- mentioned project. 1. Please provide a copy of the contractor's license. 2. The general notes on Sheet A1.0 indicate a total occupant load of 49 requiring two exits. Perhaps it would be best to consider the waiting area as an accessory use of the office space. If two exists are required the accordion style door would not be an approved exit per UBC Section 1003.3.1.5. i 3. Indicate signage-directing clients to the barrier free restroom per WAC 51-40 Section 1103.2.4.1. 4. Indicate barrier fire door hardware including at the pocket door per WAC 51-40 Section 1013.2.4.1. 5. Provide verification that the medical office is provided with a premises isolation reduced pressure principle backflow assembly for the potable water supply. 6. It appears the audio booth is a premanufactured unit. Provide manufacturers specifications and confirm existing floor framing structural capacity for support of all live and dead loads. I t II 7. Indicate restroom floor continuous up to the wall at least 5 inches. A cove base is not approved for use to comply with UBC Section 807.1.1. Respectfully, CITY OF ANACORTES Don Measamer Plans Examiner DM:md i I i �I i �rf Y O G RNRCORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER PH (360) 293-1901 FAX(360)293.1938 P.O.BOX 547,RNACOATES, WA 98221-0547 IAN MUNCE,DIRECTOR EDWIN FRANK, BUILDING OFFICIAL•E-mail:ed@cityofonocortes.orq <4 COg'S i September 21, 2001 n,Q�l rye David 441 Courourt U Q/ 4417 Shelby C (yp' Anacortes, WA 98221 RE: Tenant Improvement 1019 24`h Street The following comments are based on the submittal documents and drawings for the above referenced project. 1. A separate electrical permit is required by the Washington State Department of C_ Labor and Industries. Please contact L&I at 416-3000 for information. 6� 2. Will a sterilizer be connected to the potable water supply in any way? If so, backflow prevention will be required by means of a reduced pressure principle backflow assembly. 3. Will the dental chairs have a potable water supply connect' f so,a reduced i/v pressure principle backflow assembly will be required for each chair. The same applies to the x-ray machine developer. 4. Indicate suite number to the applications. The suite will need to be identified by ��— a minimum 6-inch letter or number,contrasting in color to the background. The building will also need to be provided with a minimum 6-inch address numbers, contrasting in color to the background and visible form the street. 5. Will there be any oxygen or gas bottles located in this clinic? If so, show locations. C> !J Ce-A loS 6. Verify to the drawing existing walls,equipment and new walls and equipmentZ)/ 7. All windows located within a 24-inch arc of all doors shall be pressure per UB6iD�-- 8. Fire extinguishers will need to be provided as required by the 1997 UFC. Please contact Dan Harju, Assistant Fire Chief at 293-1925 for details. 3 9. Complete a City of Anacortes Business License for the new location. Respectfully, CITY OF ANACfOORT�E.pS_ Don Measamer Plans Examiner DM:md G CITY OF ANACORTES STORM DRAINAGE UTILITY COMMERCIAL RATE BILLING CALCULATION THIS INFORMATIONTO BE SUPPLIED BY ENGINEERING/PUBLIC WORKS DEPT. J ADD A NEW COMMERCIAL ACCOUNT DATE l/s w At' Q Z- ❑ CHANGE AN EXISTING ACCOUNT BY DELETE AN EXISTING ACCOUNT OWNER' S NAME DS . pPS SERVICE ADDRESS SINGLE-PARCEL BILLING MULTIPLE-PARCEL BILLING COMPLETE A SEPARATE FORM FOR EACH PARCEL TO BE BILLED. IF MORE THAN ONE PARCEL COMBINED ON ONE BILL, STAPLE SHEETS TOGETHER. IMPERVIOUS AREA // 4 ?$0 SQ. FT. -. 2, 000 = S ' ERU BILL AT: LJ FULL RATE ($1. 50/ERU) PER MONTH ❑ 50% RATE ($. 75/ERU) PER MONTH NOTE ANY UNUSUAL BILLING INFORMATION ON REVERSE ( i.e. , IF PARCEL USES PRIVATE RETENTION FACILITIES, DIRECT SALT-WATER DISCHARGE, etc. ) I FOR FINANCE DEPT. USE ONLY. DATE BY ACCOUNT # RATE CALCULATION: X = X 2 = ERU RATE 1 . MO.CHG. 2 . MO.CHG. FOR DATA PROCESSING USE ONLY. ENTER 2-MO. CHG. ABOVE TO ACCT. MASTERFILE. DATE ENTERED BY I' P I / P. 1ii @MAP it tq2 15:48 ����\ /�N 1087A W. UNOOLN AVFNU[, WEST ALUM, WI 53227 41+3268881 pENTAL P6i0DVGTS, INC- - FAX 414-221 aaas FOR BrnVICE a EQUIPMENT 1501 15TH ST. NW, SUITE 107-108 t AUaDAN. WA 98001 206-833.7070 \� FAX 208.833.8372 March 11, 1992 ; Mark 65tYOld RE% DENTAL EWUIPMENT/BACE FLUSH Marks Please be advised that All Current dental control units bravo Anti back flow Valves built in. Tnus, prcventing ally "bas:kflow" or "suck back" situations. Also, the vacuum pump its connected to an open waste line. Thus, preventing any potential beck flow contamination. If you should have any questions, please contact me at 800-$40•-0038. Sincerely, l I l .-Joe Scheutzow Equipment Manager � oo ' d woad MARC L. ESTVOLD ARCHITECT, A.I.A. 3110 Commercial Avenue, Suite 102-D AnacorteS, WA 98221 Fax (206) 293-6613 Phone (206) 293-5500 TO: /,W,&e— 2 i re-s Vr�,O. J&Y-1 Date: (o �5 , a/ Z Attention: RE: �}}�41ZV�S1�TF WE ARE SENDING YOU (Attached ( )Under separate cover via the following items: ( )Meeting Minutes ( ) Submittals (A Prints ( ) Samples ( ) Specifications ( ) Copy of Letter ( )Change Order %v � ►4t [_y� vA4) o-c.15 Copies Date Description i i `THE�SE ARE TRANSMITTED as checked below: (� For Approval ( )No Exception Taken ( ) For Your Use (` )[ As Requested ( )Approved as Noted ( ) Returned For Corrections ( ) For Review and Comment ( ) REMARKS: LycT l,Q V1 o C) T4w Q� 4;V s I COPY TO: SIGNED: FROM:NW AIR POLLUTION RUTH. TO 206 293 1938 MAR 25 1992 9:19AM P.01 31zS-19z_ FROM THE DESK OF A Y A a DAVE SLAKE l • t ,/®®® 21-4 Zyi), 4LA-e , � All L. alp � . Pine Street 820T I5 Mountt Vernon,V WA 98273- ' :'. (206)428-1617 (206)420-1420 (206) 642-T617 •`:� "i Mount Vernon 'i%4`' .-•,. FAX SCAN ,+?� 1 � MEMORANDUM TO: Edwin Fra FROM: Gordon Brh yT. ner DATE: March 13, 1992 RE: Bethard' s Dental Clinic Site Plan Review 1 . No proposed water service is shown. 2 . The calculations for drainage volumes and flows are acceptable. 3 . The drainage correctly points out that the existing pipe from the catch basin at the SW corner of 24th and Commercial is undersized. The result will be that access water will flow down Commercial to 23rd Street. 4 . The drainage swale on the west side of the project could be - better defined than how it is shown on the drawing. This is also applicable to the south side of the project. I: PU•BLIC-WORKS ID : 206-293-1938 MAR 13 ' 92 15 :51 TRANSMIT CONFIRMATION REPORT NO . 006 RECEIVER 206 293 4049 TRANSMITTER PUBLIC WORKS DATE MAR 13 '92 15 :51 DURATION 00 ' 53 MODE STD PAGES 02 RESULT OK I i CITY OF ANACORTES P.O. Box 547 Anacortes, WA 98221 Phone: (206) 293-1900 FAX: (206). 293-1928 Date: 3-� —`l Z Time: 3 . > ei AM PM TO: lAlL� S71/�c FROM: (z,dtJk- Cover Sheet Plus z —Pages COMMENTS: 6�0"av (3 xuu. 4ret,` S C0naA%2rA) 7'f 0A1 I 1 I � i MARC L. EST OLD ARCH11ECF, A1A. 3110Commercial Avenue, Suite 102-D Anacortes,WA 98221 Fax (206) 293-6613 Phone(206) 293-5500 March 11, 1992 Mr. Edwin Frank Building Official City Of Anacortes P.O. Box 547 Anacortes Wa, 98221 Re: Plan check response , Bethards Dental Clinic Dear Mr. Frank, In response to the above referenced plan check I have the fol- lowing response: 1. Building sign design will be addressed in more detail at the t sign 2 . The Civil drawings will be submitted Wed. 3/11/92 to the city of Anacortes. That detail has been revised as per note 18 on Addendum #1. i4 . See note 20 Addendum #1. i5. See note 4 Addendum #1. 6 Baffles are called for detail 1 sheet A5-6 /7 . See note 5 Addendum #1. 7 . No action Required. , 8. There are no hard plumbed Medical Gases. f 19 . See note li Addendum #1. � 10. Only the west wall is w/in 20' of an assumed property line & it is noted as 1 hour on sheet A3-1. ill. See note 12 & 19 Addendum #1. 'I Plan Check Respoi Page 2 i12 . Party wall is non load, bearing. /13 . See note 13 Addendum #1. �14. See note 14 Addendum #1. ,-r5. No Action Required. �16. There is a catch basin to the south of .the building in the low spot. ,-17 . See note 15 Addendum #1. 18. No action required as per our conversation 3/10/92 , exit- ing as shown ok. ,ilI 19 See note 22 Addendum #1. )�� � ✓ ,2-0' Raised floor this area has been deleted. 1. See note 24 Addendum #1. 22 . We feel we are in compliance with Chapter 75 if you are aware of any non conformance please let me know. v2'3 . See note 18 above. 24 . See note 21 Addendum #1. With regards to backflow prevention see note 7 of addendum #1 & attached letter. MRR 11 i92 15148 P.1/1 SULLIVAN 10020 W. LINOOLN AVENUE, WEST ALLIS. WI 53227 414.321.888t '. Ld DENTAL PRODUCTS, INC. FAx 414.321-8865 FOR SERVICE & EQUIPMENT 1501 15TH ST. NW, SUITE 107-108 AUBURN, WA 98001 206-833.7070 FAX 206-833.9372 March 11, 1992 Mark Estvold RE: DENTAL EQUIPMENT/BACK FLUSH Mark: Please be advised that all current dental control units have anti back flow valves built in. Thus, preventing any "backflow" or "suck back" situations . Also, the vacuum pump is connected to an open waste line. Thus, preventing any potential back flow contamination. if you should have any questions, please contact me at 800-640-0038. Sincerely, ,"Joe Scheutzow Equipment Manager JS;pd PUBLIC WORKS,'%- I 206-293-1938 MAR '92 16 :32 No .003 P .01 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. N PERMIT CENTER P.O. DOX 541, ANACORTES, WA 98221 IRM MUNCE, DIRECTOR - �7,� y� EDWIN FRANH, OUILDINO OFFianL March 9 , 1992 Plan Review Bethards Dental Clinic 1019 24th Street Marc Estvold, Architect ' Lot Area: 15,000 Sq. Ft Use Zone: RH2 occupancy Group: B-2 Construction Type: VN Building Area: 4, 348 Dental Office: 2,600 Sq. Ft Rental : 1 ,666 Sq. Ft. occupant Load: Dental at: 32 . 5 Rental at: 21 impervious Area: 11 ,350 Sq. Ft. Parking Provided: 21 spaces The following comments are based on plans dated 2--14-92. 1 . The building sign must meet the setback requirements for the RH2 zone or 10 feet. Maximum sign area is 16 Sq. Ft. A sign shall not exceed 12 feet in height. 2 . The civil site design has not been submitted for review at this time. Note that it may be difficult to meet the Barrier Free access design for the sidewalk at the drive way curb cut. See Chapter 75 of the Barrier Free Regulations. 3 . Detail 1 , sheet A-2. Justify the design of the ledger assembly at the north and south walls. (Bolting, nailing and placement of ledger) . 4 . The vapor barrier is to lap onto footings but should not be placed close to the woad posts. 5. How will cross ventilation be provided in the southerly portion of the foundation crawl space? A minimum of 38 vents are required for the foundation ventilation. f, 6. Place attic ventilation baffles to allow the maximum insulation to the exterior wall . The commonly used rigid moisture resistant card board baffles are bent for that purpose. PUBLIC WORKS'" Ts--i,206-293-1938 MAR,S;9 '92 16 :33 No .003 P .02 7 . information contained on the plans indicates attic ventilation to be only at the low points on the roof area and to be approximately equal to 8 Sq. Ft. Not all rafter spaces are vented. All enclosed rafter spaces are to be vented high and low. Correct vent _ note on sheet AS-1 . Note: All vents, if low would require a minimum of 29 Sq.Ft. of free vent area. If 1 /2 of the vents are low and 1/2 high then 14 1/2 square feet of free vent area is required. Section 3205(c) UBC. 7 . The plumbing and mechanical information is not included with the submitted plans. This information will be n available. rev iewed when f 8. Will a medical and/or compressed gas system be installed? Provide details for any such system that may be installed. Section 702(b) UBC, section 512 and Fire Code. g . How will conditioned space ventilation and outs ide air Washin ton State ventilationsand Indoor be met? SAir�Qualon �ty Requirements. requirem10, Walls less than 20' from a property line or assumed property line shall be of not less than 1HRifirerom the resistive construction, openings less thanproperty line shall be protected with 3/4 fire resithanstive 5 ' fromsampropertyo openings are line. Table 6-A. Seed les alsos Section 2203 UBC. 11 . Pipe insulation is to comply with Section 1713(b) UBC. Provide bracing per Section 2517(g)(3) UBC and Table the dentalas of cllnic,ncern southare wallhe north and and the party st wall walls of wall between tenant spaces. 12. is the party wall a bearing wall for the roof structure? See Section C-C. What is the maximum . height of truss that may be trucked? 13. A quick check, assuming the party wall is not load bearing, shows support for the carrier trusses to be inadequate. Bearing capacity for clay is i ,000 lbs per square foot Table 29T0 UBC. 14, section E E. No Section ff Splan fers to details E-E is used, see noteed on on sheet A5-3. I06-293-193PUBLIC :WORS MAR '92 16 : 35 No .004 P .01 15. Comment only. How does this design compensate for differential settling of the floor system due to shrinkage of framing members? 16. The top of foundation shall be set to ensure drainage of surface water away from the building and to an approved point. Section 2907(d)(5) UBC. The elevation lines shown on the submitted plans show an apparent water trap to the south of the building. 17 . Provide attic draft stops per section 2516(f)(40)( iii ) UBC. 18. Two exits are required for the dental clinic. Table i 33-A. Exit cooridors shall not be interrupted by Intervening rooms Section 3306(a) . UBC 19 . Door closures shall meet the force requirements of Section 3304(b) Barrier Free Regulations. A maximum force of 8.5 lbs, is necessary to set a door in motion. 20. Stairways less than 44" in width shall have a handrail per Section 33060 ) . Barrier Free Regulations. Note that Barrier Free Regulations, both state and federal , require any building that provides a service or program to the public to be accessible. Reference roam 103. 21 . The international symbols of access shall be displayed per Section 5503 of the Barrier Free Regulations. 22. Site improvements for access shall conform to Chapter 75 of the Barrier Free Regulations. 23. Each exit shall provide a continuous unobstructed means of egress to a public way . Section 3301 (b) UBC. The secondary exit provides a means of egress only to the dumpster enclosure. f 24 . wood placed within 6" of finished grade shall be of pressured treated material or material naturally resistant to decay. Section 2516(0)7 , UBC. This note applies to the south wall and the east and west walls of the rental unit as shown in the elevations. PUBLIC WORKS::_ 1�206-293-1938 MAR Q9 '92 16 36 Mo .004 P .02 When the aboved has been noted on new plans please submit two sets of corrected plans for review. As noted above the site plan has not been submitted for review at this time. Thank You Edwin Frank Building Official 293-1961 EAF:mrg 'Bill N. Bethard s, D.D.S. P.S. 120911 th Street Anacortes,Washington 98221 v I r, Bill N. Bethards, D.D.S., P.S. 1209 11 th Street Anacortes,Washington 98221 01, ,t I T 4� ti In Internal Correspondence ! �� _ om rJ LS (oynp y/IocaLon Gom /location �. C.LC Coca,CGsS C L-Zl�1 sneiee� Data Ui-`ZG1t46z ©5 � Jl�F� L [� rJG 2 Message C%�'/ j� ^9�' i Cs cat \ Y� n ✓� P e (�c l c /d l rEz � 7 �t, 4 l�r d } . I�P�uS �r2Q 6.w yet a co-GhX bA/e,! �oiz/ �O iJ JL ��LJt� �CN G�` l.� a) /��bJe4LLC^r cz. 4C d �j j�. i� C K¢ � f�- 3Gl �1llz ,L�f(Jt"'z-S ✓ .jf`l^2-� AR3B-1389-C AC�RT ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. -: PERMIT CENTER O.O. BOX 547, ANACORTES, WA 98221 IAN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL January 3 , 1992 Marc Estvold , Architect 3110 Commercial Anacortes , WA 95221 Ref : Bethard Dental Clinic Dear Marc : I have reviewed they building code requirements for restr-oom facilities as they would apply to this project. Section 705 requires Separate toilet facilities tO be provided for each sex when the number of emolo':ees exceeds four and both sexes are employed . Table 33A requires access be provided for office or clinic facilities . Section 511 ( a) requires accessible toilet facilities for each sex , or a separate standard toilet facility for each sex with a separate unisex accessible toilet facility . Toilet facilities must be accessible to all occupants of the building . The above information applies to any B-2 occupancy . On a separate issue for this building be advised that backflow prevention is required on the potable hater lines feeding the dental work area stations . Provide documentation of the method of backflow prevention whether it is provided with the work station equipment or whether it is a separate item. The shower stall is drawn in the staff restroom does not meet the minimum requirements for clear floor area as outlined in Section 909 (d ) UPC . "All shower compartments , regardless of shape , shall have a min' mum finished interior area of 1 , 024 sq . inches and shall be capable encompossing a 30 inch circle . See Page 70 of the 1988 of the UPC . Be sure to provide proper backflow prevention for the potable water system in any area that a cross connection could 'happen . Pay particular attention to the lab area, sterilization area, operatory areas , and the compressor room if a cross connection is possible in that area. Note that door number 17 , if it is a latching door , does not have the required 18 inch clear space on the latch side of the door . At this review I do not have a copy of the site plan . If the exit way from the staff lounge through doors 4 , 5 , & 6 are an accessible route of travel to an accessible employee parking space then care must be taken to make that space meet the accessibility requirements . Door number 14 to the accessible restroom shown encroaches more than 12 inches into the required 60 inch clear circle. This has been a preliminary look at the floor plan that was presented for review of handicapped access . If you have any further questions please contact me . Sincerely , CIlTYY OF NACORTES Edwi A . Frank Buil ing Official 293-1901 EAF : mg MARC L. ESTVOLD ARCHITECT, A.I.A. 3110 Commercial Avenue, Suite 102-D Anacortes,WA 98221 Fax (206) 293-6613 Phone 1206) 293-5500 December 23 , 1991 Mr. Edwin Frank Building Official City Of Anacortes P.O. Box 547 Anacortes Wa, 98221 Dear Mr. Frank, In September I submitted a preliminary set of drawings to you for the Bethards Dental Clinic. At the same time I also sub- mitted plans for the site plan review. At that point I asked for you to review the drawings to see if their were any obvious code violations which included barrier free access concerns. This project has a similar restroom ar- rangement to that of the Anderson building which had been per- mitted just a few months earlier. One restroom barrier free & one not. At that point you indicated to me verbally that you didn't see any. Based on that we completed the drawings. With the recent increased concern over barrier free access I feel it would be good to have something in my file to that af- fect. I am sending you a current copy of the floor plan for your file, this is the same plan you saw in the previous submittal. I hope this information contains sufficient detail for your fullest evaluation, if you have any comments or further ques- tions please contact me at any time. Sincerely, �~ Marc L. Estvold AIA Occ c pa xl cl t i����c�n �-�r� .�'e9 �f Gce �'h-� d�ca��c�•� ( 3 .3 !a /V ve acrp s l c4.) uaoceo ( 1.c.GeP.�.v�i'G ---'.i>..�c d-�.s..e ee E-�o d.ei✓ C'.6 s Z t,&-7_ !4 cc 40-ee-ll—e COS ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER O P.O. BOX 547, ANACORTES, WR 98221 IftlopMUNCE, DIRECTOR �'�'? �� LAN EDWIN FRANK, BUILDING OFFICIAL March 9 , 1992 Plan Review Bethards Dental Clinic 1019 24th Street Marc Estvold, Architect Lot Area: 15,000 Sq. Ft Use Zone: RH2 Occupancy Group: B-2 Construction Type: VN Building Area: 4, 348 Dental Office: 2,600 Sq. Ft Rental : 1 ,666 Sq. Ft. Occupant Load: Dental at: 32 .5 Rental at: 21 Impervious Area: 11 , 350 Sq. Ft. Parking Provided: 21 spaces The following comments are based on plans dated 2-14-92 . 1 . The building sign must meet the setback requirements for the RH2 zone or 10 feet. Maximum sign area is 16 Sq . Ft. A sign shall not exceed 12 feet in height. 2 . The civil site design has not been submitted for review at this time. Note that it may be difficult to meet the Barrier Free access design for the sidewalk at the drive way curb cut. See Chapter 75 of the Barrier Free Regulations. 3. Detail 1 , sheet A-2 . Justify the design of the ledger assembly at the north and south walls. (Bolting, nailing and placement of ledger) . 4. The vapor barrier is to lap onto footings but should not be placed close to the wood posts. 5. How will cross ventilation be provided in the southerly portion of the foundation crawl space? A minimum of 38 vents are required for the foundation ventilation. 6. Place attic ventilation baffles to allow the maximum insulation to the exterior wall . The commonly used rigid moisture resistant card board baffles are bent for that purpose. 7 . Information contained on the plans indicates attic ventilation to be only at the low points on the roof area and to be approximately equal to 8 Sq. Ft. Not all rafter spaces are vented. All enclosed rafter spaces are to be vented high and low. Correct vent note on sheet A8-1 . Note: All vents, if low would require a minimum of 29 Sq. Ft. of free vent area. If 1/2 of the vents are low and 1/2 high then 14 1/2 square feet of free vent area is required. Section 3205(c) UBC. 7 . The plumbing and mechanical information is not included with the submitted plans. This information will be reviewed when available. { 8 . Will a medical and/or compressed gas system be installed? Provide details for any such system that may be installed. Section 702(b) UBC, Section 512 and Fire Code. 9 . How will conditioned space ventilation and outside air requirements be met? Section 304, Washington State Ventilation and Indoor Air Quality Requirements. 10. Walls less than 20' from a property line or assumed property line shall be of not less than 1HR fire resistive construction, openings less than 10' from the property line shall be protected with 3/4 fire resistive assemblies, no openings are permitted less than 5' from a property line. Table 5-A. See also Section 2203 UBC. i 11 . Pipe insulation is to comply with Section 1713(b) UBC. Provide bracing per Section 2517(g) (3) UBC and Table 25-V. Areas of concern are the north and east walls of the dental clinic, south wall and the party wall between tenant spaces. 12. Is the party wall a bearing wall for the roof structure? See Section C-C. What is the maximum height of truss that may be trucked? 13. A quick check, assuming the party wall is not load bearing, shows support for the carrier trusses to be inadequate. Bearing capacity for clay is 1 ,000 lbs per square foot Table 29-B UBC. 14. The roof framing plan refers to details contained on Section E-E. No Section E-E is used, see note on Sheet A5-3. i O 15. Comment only. How does this design compensate for differential settling of the floor system due to shrinkage of framing members? 16. The top of foundation shall be set to ensure drainage of surface water away from the building and to an approved point. Section 2907(d) (5) UBC. The elevation lines shown on the submitted plans show an apparent water trap to the south of the building. 17 . Provide attic draft stops per section 2516(f) (4B) ( iii ) UBC. 18. Two exits are required for the dental clinic. Table 33-A. Exit cooridors shall not be interrupted by intervening rooms Section 3305(a) . UBC 19. Door closures shall meet the force requirements of Section 3304(b) Barrier Free Regulations. A maximum force of 8.5 lbs. is necessary to set a door in motion. 20. Stairways less than 44" in width shall have a handrail per Section 3306(j ) . Barrier Free Regulations. Note that Barrier Free Regulations, both state and federal , require any building that provides a service or program to the public to be accessible. Reference room 103. 21 . The international symbols of access shall be displayed per Section 5503 of the Barrier Free Regulations. 22. Site improvements for access shall conform to Chapter 75 of the Barrier Free Regulations. 23. Each exit shall provide a continuous unobstructed means of egress to a public way. Section 3301 ( b) UBC. The secondary exit provides a means of egress only to the dumpster enclosure. 24. Wood placed within 6" of finished grade shall be of pressured treated material or material naturally resistant to decay. Section 2516(c)7 , UBC. This note applies to the south wall and the east and west walls of the rental unit as shown in the elevations. When the aboved has been noted on new please lease submit P two sets of corrected plans for review. As noted above the site plan has not been submitted for review at this time. Thank 7. Frank Edwin Building Official 293-1901 EAF:mrg p` ? RNRCORTES PLANNING & COMMUNITY DEVELOPMENT DEBT. �tfl PERMIT CENTER r P.O. BOX 547, BNBCORTES, WA 98221 O N , .. 4+ ]AN MUNCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL March 5 , 1992 Bill Bethards 209 11th Street Anacortes, WA 98221 Dear Dr. Bethards: Dave Ford has reviewed the dental clinic project for water and sewer fees. The existing hookups for the buildings to be removed will have sufficient fixture units to cover the new structure. There will be no new sewer fee for the new structure. The existing water meters on site, if of adequate size to serve the new building, exist and would not require additional fees unless an upgrade is required. Fees for an upgrade would depend on the size of meter to be installed. The idea of sharing cost with the hospital for installation of a fire hydrant near the northwest corner of your project property is something that you might pursue with the hospital . Review of the hospital development plans does not require them to place a hydrant at that location although such hydrant may benefit the hospital should there be a fire. The city would not be party to negotiation on this matter. Sincerely, Edwin A. Frank Building Official 293-1901 EAF:mrg CC. Dave Ford FROM:NW AIR POLLUTION RUTH. TO: 206 293 1938 MAR 25, 1392 9:13AM P.01 r\oRT H wFs� FROM THE DESK OF A y ATee DAVE SLAKE 0riorr os " I 7'1114C. �417,y,7ai3). �a Al 1 C,, /J 302 Pine S(JJtreet. #2071 rn Mount Vernon, WA 98273- 5 (206)428-1617 (206)420-1620 Mount Vernon FAX (2� AN1417 r ��gq4jtj 1 RECEIVED MARC L. ESTVOLD ARCHITECT, A.I.A. JAN2O199Z l BUILD 3110 Commercial Avenue, Suite 102-D Anacortes, WA 98221 Fax (206) 293-6613 Phone (206) 293-5500 TO: e-� m F �kcESQ. �j Date: r �qZ Y tU Z� 1pL1L'� ) 1rJ L-t �' Attention: (tA RE: I�rtAwrr)c�5 9EK"Le—Q)Q)L WE ARE SENDING YOU ()Attached ( )Under separate cover via the following items: ( )Meeting Minutes ( )Prints ( Plans ( ) Samples ( ) Specifications ( ) Copy of Letter ( ) Change Order ( ) Copies Date Description 2 -ors a ems 1�L�n�s 3 �-IFIL T16tj- THESE ARE TRANSMITTED as checked below: ( ) For Approval ( )No Exception Taken ( ) For Your Use ( )) As Requested ( )Approved as Noted ( ) Returned For Corrections For Review and Comment ( ) REMARKS: �L1�L1gSfiZzCkf� � � I COPY TO: SIGNED• If enclosures are not as noted, kindly notify us at once. 0 H H U O � I H P E W q �1 f. C o n" z E f E P'i W IV) ii7 W W �U' c hi M 'f. I 't I I x� _- O T xy O 1 d I P f O O ; I M I F I QI O N P 1 rv�1 m 1 1 O W a m 1 � q I O O a I P P P q M 1 Q � I 1 ^ ^ I W I p O ^ w f O � J OW � O 1 pp4g. NV A Iw J $ J 4 0 1 I S SW f • �� 4 m3 '-Q M • N A J.p §a O I 44 Q 4 F �Q gg ggZ �J p rZv $§ Yb § YQ ' • I � I � '�€ £ 4 �~ 4� � �C � m€ 4 �" }p� ¢" 5�� v� O ^ I i �� V� M Q I ' n4 ag ai �p o� nm �' zm P o`o T £s� 7 mo Qom. �$a � SN M ¢ MO 63 M3 6� IA+1 VW M 0O R OZ .^ M 1 ' ^ dU V1 M p6 M ¢ 1 1 A2 I I nY NQ I I Nm ^N n N NMI O N N m W N 1 v�0 O vdal I nl 1 I I Q 1 NI i pi 1 ml P I tl; 1 I U'.J 1 va pO QI 1 2 20 _1 I 1 I m0 O QJm �O j �j O 2 0 00 M{ F I � Jm 1 I 1 1 8 p p 8 p 1 W F o pG pO O 1 UI r j C o O I I p 1 M I. I 1 p F tl 1 1 I i. 1 1 Z 1 I tl P tl N0J j 1 y vt O. Y I I 12V O • Q� Y � Y • Q 00 1 j 2� h0 Q N 1 I 00 � O m ON m O O O w wN I I IW\ O 3w01il,. 1 r o n r r r > I sN al Wm i Q2 z mKa Q O ri H ^ ^ O to O I O 0 g M W N P I I I N P ¢ U O Ln00 00 Ol 1 a ¢ J g oz10 pm $ $0 8 ao m OpY.Ig pJQ FROM:NW AIR POLLUTION RUTH. TO: 206 293 1938 MAR 25, 1992 9:19AM P.01 X 0j Tl ;SS, a43-1938 3/z s 19 z FROM THE DESK OF R 4 DAVE SLAKE �"ON P" . D °w. vw C'l�Gv¢•t.1, l . lie 1013 9 z y,� 4v-( , A q. /0/3 - �'`�. � � ��•�� ton � �: '' • � C�P.1.l�Y, ,�Y�i:c� 302 Pine Street. # Mount Vernon, WA 9827, x.:(206)428-1617 !i Mount Vernon C206)a2U-1G20 (toe)542-1617 , FAX SCAN •r� III'. ' t , C3MME�CIAL HTG & A�� � lNC� PROJE�-�� �ETHARD DENTAL CLINIC ��9 E� 9LACK3�RN R�-�,� � CL�E^�-� GENERAL CONTIRf'iCTOR XT� VERNON, WA 9827--!; DATE,. 03/14/92 QUICK COMMERCIAL HVAC LOADS PROGRAM DESIGNER; DUN RAMEY CLIMATE DATA. DESIGN OUTDOOR OUTDOOR INDOOR INDOOR GRAINS IN/OUTDOOR MONTH DRY BULD WET BULB REL.MUM DRY BULB DIFF. CORRECTION AUGUST X2 66 50I 75 5.73 -12 JUNE 78 63 50% 75 -2.70 -16 JULY 80 65 50Z 75 3 �677 -14 SEPTEMBER 78 63 50% 75 -2,7C) -16 JANUARY 45 42 50% 70 -l9�92 -44 FE8RUARY 44 41. 50% 70 -21 .42 -45 WINTER 18 0 507% 70 0.00 CENERAL PROJECT INFDRMATION� � PROJECT FILE NAME: C: BETHARD PROJECT LOCATION: ANACORTE3, WA BAROMETRIC PRESSURE: 29. 903 IN.HG. ALTITUDE: 16 FEET NORTH LATITUDE: 48 DEGREES MEAN DAILY TEMPERATURE RANGE-, 24 DEG.F ATMOSPHERIC CLEARNESS FACTOR: l � GROUND REFLECTANCE: 20 PERCENT -- STARTING TIME FOR HVAC LOAD CALCULATIONS: 8 AM , ENDING TIME FOR HVAC LOAD CALCULATIONS: 6 PM � FLOOR HEAT LOSS COEFFICIENT: 0 BTUM/FT-F NUMBER OF UNIQUE ZONES IN THIS PROJECT: 1E, BUILDING DEFAULT VALUES: CALCULATIONS PERFORMED: BOTH HEATING AND CODLING LOADS LIGHTING REQUIREMENTS: l .0n WATTS PER SQUARE FOOT EQUIPMENT REQUIREMENTS: ' 0. 50 WATTS PER SQUARE FODT PEOPLE SENSIBLE LOAD MULTIPLIER: 245 BTU PER PERSON PEOPLE LATENT LOAD MULTIPLIER: 1155 BTU PER PERSON ZONE SENSIBLE SAFETY FACTOR: 10� ZONE LATENT SAFETY FACTOR: 10% ZONE HEATING SAFE-1 Y FACTOR: 10% PEOPLE DIVERSITY FACTOR: 50% ALL DESIGN DATA TAKEN FROM THE 1989 ASHRAE HANDBOOK OF FUNDAMENTALS \ ./ ^ it QUICK COMMERCIAL �erAC LOADS PROGRAM BY ELITE SQPmpARE DEVELOPMENT INC. ** COMMERCIAL HT'-' & A/CUr, It-I MT. VERNDN, WA 98273 GETHARD DENTAL CLINIC 03/14/92 PAGE 2 AIR HANDLER INPUT DATA AIR HANDLER # 1 INPUT DATA: AIR HANDLER DESCRIPTION. ELECTRIC HEAT PUMP/GAS FURNACE TERMINAL TYPE. CONSTANT VOLUME SUPPLY FAN TYPE. BUILT-IN PACKAGED UNIT CALCULATIONS PERFORMED: BOTH HEATING AND COOLING LOADS NUMBER OF TIMES SYSTEM OCCURS: 7 LEAVING COOLING COlL [EMP� (DEG.F) 55 LEAVING HEATING COIL TEM � (DEG.F) . 125 COMBINED FAN, 11gTOR EFFICIENCY (%) ; 85 STATIC PRESS. ACROSS FAN ( IN W�G) 0.250 SUMMER SUPPLY DUCT TEMP . RISE iDEG.F) : 4. 000 SUMMER RETURN DUCT TEMP. RISE (DEG.F) : 2 .000 CHILLED WATER TEMP.DIFFERENCE (DES.F) : 0. 000 HOT WATER TEMP.DIFFERENCE (DEG.F) : 0,000 COG! IHG VENTILATIF-N METHOD� 2 COOL IHG VENT IL-,TIDN ;ALUE� 10.000 CFM PER PERSON COOLING INFlLTR A-11IOW METHOD: l COOLING INFILTRATION VALUE: 0.300 AIR CHANGES PER FIDUR HEATING VENTILATION METHOD: 2 HEATING VENTILATION VALUE: 10. 900 CFM PER PERSON HEATING INFILTRATION METHOD: 1 HEAT lN8 INFILTRATION VALUE: 0� 500 AIR CHANGES PER HOUR VENTILATION IS 100% OF SUPPLY AIR. SO � EQUIPMENT DATA HEATING SYSTEM DESCRIPTION COOLING SYSTEM DESCRIPTION -' BRAND: TRANE TRANE MODEL: TDD060[936A TWR736Cl00A TYPE: NATURAL OAS FURNACE DIRECT EXPANSION DESCRIPTION: DOWNFLOW AIR TO AIR HEAT PUMP EFFICIENCY: 78% AFUE 10+ SEER/7.0+ H3PF CAPACITY: A0000 BTUH lN/48000 8TUH OUT 3.0 Tons BLOWER CFM: 1200 CFM 1200 CFM COMME@T� BACKUP TO HEAT PUMP PRIMARY HEATING & COOLING SYS � ! | � � � � ~' � ^ ** QUlCK COMMERCIAL C LOADS PROGRAM BY ELITE S�+*�WARE DEVELOPMENT INC. �* � �� COMMER[IAi HlG & A/� �,mC. �� MT, VERN�N, NA 98277� FIETHARD DENTAL CLINIC 03/14/92 PAGE 3 AIR HANDLER INPUT DATA AIR HANDLER # 2 INPUT DATA: AIR HANDLER DE�7CRIPTlgN: ELECTRIC HEAT PUMF/G4S FURNACE � TERMINAL TYPE: CONSTANT VOLUME SUPPLY FAN TYPE: BUILT-IN PACKAGED UNIT � � CALCULATIONS PERFORMED- BOTH HEATING AND COOLING LOADS NUMBER OF TIMES SYSTEM OCCURS:: 9 LEAVING COOLINS C0IL TEMP. (DEG. F) ; 55 LEAVING HEATING COIL TEMP� (DEG.F) : 125 COMBINED FAN,MOTgR EFFICIENCY 85 STATIC PRESS. ACROSS FAN ( IN 0 .250 S�lTMEK SUPPLY DUCT TEMP. RISE (DEG.F) ; 4. 000 SUMMER RETURN DUCT TEMP. RISE (DEG.Fq 2,000 CHILLED WATER TEMP.DIFFERENCE (DEG.F) : 0.000 HOT WATER TEMF.DIFFEREACE (DEG.F) : o.000 COOLING ;ENTILATION METHOD: 2 COOLING VENTILATION VALUE, l 0 0 CFM PER PERSON COOLING lNFILTRATION METHOD: 1 COOLING INFILTRATION VALUE� 300 AIR CHANGES PER HOUR HEATING ;EQTIiATI0N METHOD: 2 HEATING VENTILATION VALUE: 10 .0O0 CFM PER PERSON MEATING INFILTRATlON METHOD: 1 HEATING INFlLTRATION VALUE' 0. 500 AIR CHANGES PER HOUR VENTILATION IS 100% OF SUPPLY AIR: NO ^ } EQUIPMENT DATA MEATlNG SYSTEM DESCRIPTION COOLING SYSTEM DESCRIPTION BRAND; TRANE TRANE MODEL. TDD040C924A TWR730C100A TYPE: NATURAL GAS FURNACE DIRECT EXPANSION DESCRIPTION� UOWNFLOW AIR TO AIR HEAT PUNP EFFICIENCY: 78% AFUE 10+ 3EER/7.0+ HSPF CAPACITY: 40000 8TUH IN/32000 GTUH OUT 2. 5 Tons BLOWER CFMu 1000 CFM 1000 CFM COMMENT: BACKUP rO HEAT PUMP PRIMARY HEATING COOLING SYS \ ' � COMMERCIAL C LOADS PROGRAM BY ELITE DEVELOPMENT INC. ** CgHM�RC}AL HTG & A/C� �C� "IT VERNON , WA 9,'-3273 GETHARD DENTAL CLIN(C 03/14/92 PAGE 4 AlR HANDLER lNPUT DATA � l AIR HANDLER # 3 INPUT DATA: AIR HANDLER DESCRIPTION: ELECTRIC HEAT PUMP/GAS FURNACE TER III lNAL TYPE ; CONSTANT VOLUME SUPPLY, FAN TYPE; GUILT-IN PACKAGED UNIT CALCULATIONS PERFORMED: BOTH HEATING AND COOLING LOADS NUMBER OF TIMES SYSTEM OCCURS: 3 LEAVING COOLING Ct-D.-IL TEMP. (DE8.F) - 55 LEAVING HEATING COIL TEMP. (DEG.F) : 125 COMBINED FAN,MOT�R EFFICIENCY 85 STATIC PRESS. ACROSS FAN ( IN 0.250 SUMMER SUPPLY DUCT TEMP. RISE (DEG.F) : 4.000 SUMMER RETURN DUCT TEMP. RISE (DEG.F) : 2.000 CHILLED WATER TEMF.DIFFERENCE (DEG.F) : 0.O00 HOT WATER TEMP.DlFFERENCE (DEG.F) N 0.000 COOLING VENTlLATT8N METHOD; 2 COOLING VENTlLATION VALUE: 10 000 CFM PER PE�5ON COOLING INFILTRATION METHOD; l [ � COOLING INFILTRATION VALUE: 0 AIR CHANGES PER HOUR HEATING VENTILATION METHOD: 2 HEATING VENTILATION VALUE: 10.000 CFM PER PERSON HEATING INFILTRATION METHOD: 1 HEATIN5 INFILTRATION VALUE: 0. 500 AIR CHANGES PER HOUR VENTILATION IS 100% OF SUPPLY AIR: NO \ . EQUIPMENT DATA HEATING SYSTEM DESCRIPTION COOLING SYSTEM DESCRIPTION BRAND- TRAWE TRANE MODEL; TDD040C924A TWR730Cl00A TYPE: NATURAL GAS FURNACE DIRECT EXPANSION DESCRIP7I Oki: DOWNFLGW AIR TO AIR HEAT PUMP EFFICIENCY: 78% AFUE 10+ SEER/7.0+ HSPF CAPACITY: 40000 BTUK I@/=000 BTUM OUT 2. 5 Tons BLOWER CFM: l000 CFM 1000 CFM COMMENT� BACKUP TO HEAT PUMP PRIMARY HEATING & COOLING SYS � �) ' - ' SOFTWA EVELOPMENT INC. ** ** QUICK COMPERCIAL HVAC uy-t»S PROGRAM BY ELITE �� ,/ k /r ;ERNON, WA q8273 �_yr � COMMERCI�L �TG & A/C INC. PAGE- 31 @ETHARD DENTAL CLINIC 00/14/92E SUMMARY AIR SYSTEM # z �un DE�CRIPT1�� FLOOR HT8 LO�S SEN,GAIN LAT .GAIN HTG�CFM CLG.CFM ZN ZONE - MONTH AREA O A. CFM O A� CFM EXH. CFM CRM/5� ' c�n/�� � NO. PEAK TIME & � _,____ _� ______ --------- ----- -- 43 4�� 8 --- --------- � l STAFF LOUNGE 159 2` 548 '284 694 40 40 O 0.27 2.76 12 PM SEPTEMBER �0 2 177 7 33� 179 37 388^ 2 �FFTCE 1 ' ' 0 � 7 1 3.277 0 12 FM SEFTEHGER 1 1 0 36 781 3 �FERATDRY �O- 3 ��0 2' 119 7 ,204 351 �20 2B 2�9- o � 12 PM SEPTFM8ER 20 99 64� 777 2l �1 4l 4 C�RR�DO� NO 120 0 0 0 0. l1 O.41 5 PM JULY 5 STERILIZATION! 11C 733 2,759 i9b 0 12 1146 10 10 5 PM JULY 79 542 1 , 568 1?1 9 �3 � LABORATORY �0 10 0 0. 11 1 ^03 5 PM JULY �G 546 5�9 15 9 31 | 7 RESTROpM 0 0 0 0.46 ! 5 PM JULY ^----- - � � 7�5 9 313 2�, 157 509 507 1 ,�47 , � ZONE PEAK TOTALS ' 90 90 0 O.21 1 97 TOTAL ZONES: 7 � / l � � [ � " ' \ / ' | �$ QHICK COMMERCIAL Q� �[ � ' LOADS PROGRAM �Y ELITE Sn���r���w ARE DEVELDPMENT INC. ** J� COMMERCIAL HTG & A/C \n�� ^ MT. VEKNON , WA 9827� BETHARC DENTAL CLlNIC 03/14/92 PAGE 32 AIR SYSTEM # 1 TOTAL LOAD SUMMARY AIR HANDLER DESC : ELECTRIC HEAT PUMP/GAS FURNACE WITH CV TERMINAL S SENSIBLE HEAT RATIO: 0.98 ----- THIS SYSTEU OCCURS 7 TTME(S) IN THE BUILDING AIR SYSTEM PEAK TlME � 1 PM IN SEPTEMGER OUTDOOR CONDITIONS: 75 D8, 63 #B, 66.B0 GRAINS INSIDE: 75 DG, 50% RH SIMMER: VENT CONTROLS OUTSIDE AIR ----- WINTER: VENT CONTROLS OUTSIDE AIR ZnNE SPr"CE SEN.LOSS: 5, 794 8TUH INFILTRATION 5ENLO5S : �, 5l9 B��H ( 57 CFM) O1.1TSIDE AIR SEN.LOSS: 5,051 BTUH ( 9(! CFM) TOTAL SYS 1 E!'I SEN.,LOSS� 14,364 BTUH SUPPLY AIRg 9,313 / (0. 999 X 1 .09 X 55) = ( 157 CFM) WINTER ;ENT OUTSIDE AIR i57.37% OF SUPPLY) z ( 90 CFM) ZDNE SPACE SENI.GAIQ !: 26, 545 BTUH INFILT RP] ION SEN. GAIN: 0 BTUH ( DRAW- 1_1-1RU FAN SEN, GAIN: 0 BTUH SUPPLY DUCT SE��GAIN: 6,636 BTUH TOTAL SEN.GAIN OJN SUPPLY SIDE OF COIL� 33, 181 BTUH SUPPLY AIRN 33, 181 / (0. 999 X 1 . 1 X 20) = ( 1 , 509 CFM) SUMMER VENT OUTSIDE AIR ( 5.96% OF SUPPLY) ; ( 70 CFM) .—� RETURN DUCT SEN.GAIN� 3,318 BTUH RETURN PLENUM SEN.GAIN� 0 BTUH OUTSIDE AIR SEN.GAIN, 0 BTUH ( 90 CFM) GLO'bJ—THRU FAN SEN.8AIN: 0 BTUH TOTAL SEN. GAIN ON RETURN SIDE OF COIL. 3`31S BTUH.. TOTAL SEN. GAIN ON AIR HANDLING SYSTEM: 36,499 STUH ZONE SPAOE LAT�GAIN!� 769 BTUH INFILTRATlON LAT.GP,11,4 54 BTUH ( ­41 CFM) OUTSIDE AIR LAT GAlN:: 129 BTUH ( 90 CFM) TOTAL LAT. GAIN ON AIR HANDLING 5YSTEM� 952 BTUH TOTAL SYSTEM SENSIBLE AND LATENT GAIN�,� 37 ,431 BTUH TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR� 3. 12 TONS \ � ` ** QUICK COMMERCIAL U C LOADS PROGRAM BY ELITE SlAWA.RE DEVELOPMENT INC. ** CUMMERC�0L HTS & A/CC `-/ MT. VERNON, WA 9B277. 8�T�ASD DENTAL CLINIC 03/14/92 PAGE 34 AIR SYSTEM # 2 ZONE SUMMARY . ` y ZN. ZONE - DESCRIPTION FLOOR MTG.LOSS SEN.SAIN LAT.GAlN HTG .CFM CLG.CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM/SF. CFM/SF. B PANAREX/STORAGE 160 1 ,741 1 , 467 45 29 74 5 PM AUGUST 0 0 0 0. l8 0. 46 ' 9 OPERATORi NO. 4 108 2,025 3,018 343 34 152 6 PM JUNE 20 20 0 03l 1 . 41. 10 OPERATORY NO. 3 114 2,011 2,974 343 2l 150 6 PM JUNE 20 20 0 0�7�0 1-32 11 OPERATORY NO , 2 114 2,011 2,974 343 &1 150 6 PM JUNE 20 20 0 0.30 l �32 12 OPERA[ORY NO. 1 114 2,320 2,980 343 39 l50 6 PM JUNE 20 20 0 0.34 1 .32 13 CORRIDOR/CLERSTORY 190 5,606 5, 502 80 94 277 9 AM JUNE 0 0 0 0.49 l �46 ` 14 REST ROOM/CORRIDOR 102 716 789 25 12 40 5 PM JULY C 0 0 0.12 0.39 15 CONSULTATION/CORRI 152 1 ,009 1 , 538 207 17 77 5 PM JULY 10 10 C 0. 11 0� 51 � ZONE PEAK TOTALS 1 ,054 17,439 21 ,242 1 ,729 293 1 ,070 TOTAL ZONES: G 90 90 O 0�28 1 .02 ' ` \ u ** QUICK COMMERCIAL ( )C LOADS PROGRAM BY ELITE S""WARE DEVELOPMENT INC. ** � y TOMMERClAL HTG I A/C 'C . MT . �ER| oN, WA 9827- BETHARO DENTAL CLINIC 03/14/92 PAGE 35 AIR SYSTEM # 2 TOTAL LOAD SUMMARY � AIR HANDLER DESC: ELECTRIC HEAT PUMP/GAS FURNACE WITH CV (PROPORTION) TERMINAL S SENSIBLE HEAT RATIO: 0.97 ----- THIS SYSTEM OCCURS 8 TIME(S ) IN THE BUILDING AIR SYSTEM PEAK TIME: 3 PM IN J;NE ' OUTDOOR CONDITIONS; 76 DB, 63 WS, 61 .99 GRAINS INSIDE: 75 DB, 50% RH BECAUSE OF THE DIVERSITY IN ZONE, PLENUM, AND VENT. LOADS, THE ZONE SENSIBLE PEAK TIME IN JUNE AT 6 PM IS DIFFERENT FROM THE TOTAL SYS. PEAK TIME HENCE, THE AIR SYSTEM CFM WAS COMPUTED USING A ZONE SEN . LOAD OF 18,815 SUMMERN VENT CONTROLS OUTSIDE AIR ----- WINTER; ;ENT C�NTFOLS OUTSIDE AIR ZUNE SPACE SEH�LOSS 11 ,696 BTUN TNFILTKATIDN SEN�LOSS: 5,743 GTUH ( 93 CFM) OUTSIDE AlR SEN.LOSS: 5, 05-7, BTUH ( 90 CFM) T�T:�'lL SYSTEM SEN�LOSS: 22,492 0TUH SUPPLY AIRi 17, 439 / (0.999 X 1 .0S X 55) = i 294 CFM) WINTER VENT OUTSIDE AIR 130.63% OF SUPPLYiw ( 90 CFM) ZONE SPACE SEN,GAIN: 18,482 STUH INFILrRATION SEN,G(-'iIN: 198 GTUH ( 55 CFM) DRAW-TMR'U FAN SEN.GAIN: 0 DTUH SUPPLY DUCT SEN.GA7INI: 4,704 BTUH - � > TOTAL SEN.8AIN ON SUPPLY SIDE OF COIL: 23,334 BTUH SUPPLY AIR; 23, 519 / (0.999 X 1 . 1 X 20) = ( 1 ,070 CFM) SUMMER ;ENT OUTSIDE AIR (8.41% OF SUPPLY) : ( 90 OEM) RETURN ri UCT SE��GAIN: 2,352 DTUI-I RETURN PLENUM 0 8TUH OUTSIDE AIR SEA.GAIN: 297 BT Ill H ( 90 CFM) BLOW-TINRL' FAN 5EN.GAI1\1� 0 BTUH TOTAL SEN.GAlN ON RETUIFN SIDE OF COIL: 2,649 BTUM TOTAL ON AlF. HANDLING SYSTEM� 26,033 BTU� ZEINE SPACE LAT.GAIN: 770 8TUH INFILTRATION LAT.GAIN: -110 BTUH ( 55 CFM) FlUT3IDE AI9 LAT GAIN : -166 BTUH ( 70 CFM) TOTAL LAT.GAIN ON AIR, HANDLING SYSTEM: 494 BTUH TOTAL SYSTEM SENSIBLE AND LATENT GAIN: 26, 527 GTUH TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: 2.21 TONS - � � � ** QUICK COMMERCIAL 4 )C LOADS PROGRAM BY [LITE S,�'WARE DEVELOPMENT INC. *� COMMERCIAL ��TG � A/C �' |C `-' MT VE RNON, WA 98273 9ETHARD DENTAL CLINIC 03/14/92 PAGE 37 AIR SYSTEM # 3 ZONE SUMMARY � Iq. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT. 8AIN +TG.CFM CL�.CFM -' NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM/SF. CFM/SF. ___ __________________ _____ ________ ________ ________ 16 WAITING AREA 328 5,707 0 , 8l9 1 ,713 76 450 6 PM JUNE 100 100 O 0.29 1 .37 17 VESTIBULE 76 2,749 2,349 -6 46 120 3 PM JUNE 0 0 1 1 . 58 18 RECEPTION/BOOKKEEP 286 2, 176 S, 516 748 27 435 5 PM JULY 40 40 l3 1I52 .......... -_____-_ __-_____ ________ ......... ____ ZONE PEAK TOTA1 670 10,632 19, 684 2, 435 179 1 ,005 TOTAL ZONES: 3 140 140 0 v 26 1 .46 � ` y / ' } -/ ' ** QUICK COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC. *$ � / . ^ COMMERCIAL G � �C M � VERNON, A 98�73T . 8ETHARD DENTAL CLINl ' I 0_ /14/9Z PAGE 38 * i�,v * ***X**** AIR SY5TEM # 3 TOTAL LOAD SUMMARY �IR HAPDLER �ESC: ELECTR�C �EAT PUMP/RAS FURN E AC WITH C� (PROPDRTION) TERMINAL SENSl8LE HEAT RATIO� 0.94 ----- THIS SYSTEM OCCURS TIME(S) IN THE BUILDING AIR SY�TEM PEAK TIME: 7: PM IN PIyGUST OUTDOOR CONDITIONS: 82 D8, 66 W­, 70.02 INSIDE: 75 D8, 50% RH BECAoSE OF THE DIVERSITY IN ZONE, PLENUM, AND VENT. LOADS, THE ZONE SENSIBLE PEAK TIME IN JUNE AT 6 PM lS DIFFERENT F-RgM THE TOTAL SYS� PEAK TIME HENCE, THE AIR ­YSTEM ,FM WA3 UTED 1 ­ING A FN. LOAD OF 17,�73 S�MMER: VENT C�NTR3LS OUTSIDE AIR ----- WINTER: VENT CONTROLS 0UTS1_E AIR 7 r N PA[E SENLOSS: 7 ,42l BTUH INFILT�AT��H SEN�L�SS: OUTS I�E AIR SEN.LOSS. 7,858 GTUH ( 110 CFM) SYST�M SEN.LOSS: _UH SUPPLY AIR:� 1O,632 9?9 X l 02 X 55) = ( 170 CFM> � i W NTER vENT OUTSIDE A)I R (78 77/. OF SUF-PLY 140 CFH) | �ONE SPACE SEN.OAIN: l±, 3 BTUH ` IWFILTR�TI�N SEN.GAIN: 2�2 GTUH ( 31 CFM) DRAW-THRU FAN SEN.GAIN: 0 BTUH SUPPLY DU�T SEN.GAIN: 4,419 BTUH TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: 2(� ,774 BTUH / � | / SUPPLY A7R� 22, 094 / (0�999 J 1 . 1 X 20) = ( 1 ,("05 CFM) | SUMMER ;IENT OUTSlDIF A-IR ( 1 933 OF SUFPLY 140 CFM) RETURN DUC GAI H RETURN PLENUM 5EN.GAIN:: 0 BTUH OUTSIDE AIR 3EN SAIN: 1 ,078 BTUH ( 140 CFM) BLON---THRU -AN 0 8TUH TOT(1.L SEN.SAIN ON RETURN SIDE OF COIL, 3,287 DTUH fOTAL SEN G �� �I ON AIR HANDLN IG SYSTEM� 24, 061 BTUH Z�NE SPACE LAT 3A1114: 1 , 173 BTUH INFILTRATIn@ LATSAlN 124 8TUH ( Tl CFM) III T5IDE AIR LA-1 GAIN: 5S8 BTUH ( 140 CFM) TOTAL LAT ��IN )N AIR HANDLING SYSTEM: 1. ,925 BTUH TOTAL SYSTEM SENSIBLE AND LATENT GAIN� 25,GB6 �TUH TOTAL TONNAGiE REQUIRED WIrH OUTSIDE AIR: 2. 16 TONS ] / ** QUICK CDMMERCIAL MVAC LOADS PROGRAM BY ELITE SOFTWARE. DEYELOPMENT INC- ** � COMMERCIAL AVE. g all R ° eS e 15 ; I »tt p i I 5 •i�� \ 4 C IVY 6' Y I I5_ \ 9a / r $ . \\ r S6 P a j yy ,y so %• \ I Y Y � . `� - �'— r-o• I II I N I r a S i I qq yy�I py�' S jig pq� 6 AA M Uhlul °F 6 ' ° I c ------ -d ' --5 9 � R T . o DIRT -- -_------ .' . 3 WU1vN � b . n I PXI5TN9 _ -T-CONLf�1E �� 1 PITCH �' -- a a s I� y '',... NP w� � 3 dbs �� = H zS > Y`LT R>� gig on a y p c � P > G If S SHEET NO. tl ������®�� DENTAL ������ MARC L ESTVOLD ARCHITECT AIA 500 DATE 02/14/92 N g �1�2 24 TH STREET ANACORTES WASHINGTON 3110 COMMERCIAL 21 2AX 293-6613 ANACORTES WA 98221 FAX 293-6613 JOB N0. 9012