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CERTIFICATE OF OCCUPANCY CITY O PORfI TWNSEND DEVELOPM `, � RVICES., DEFARTMENT An, LJ f y' V This certificate is issued�inaccordance with tlZte provi=sioris of� t�he I=nternational Building Code b' w , as adopted and amended bythe City ofl?or Townsend.�t,the time of issuance the indicated structure and use was de3emed to be inn f ornp�llwnee with the vAr ohs codes and ordinances of the City of Port Townsend regulatingc str �ci"on, use' ands occupTakncy of buildings. 14 Property Owner: Porn Townsend SchoolDistriet' Name`of Business Blue Heron Middle #50 School r , Building Address: x (),c"cu anc' GR ou ' y 393'9 Stirs Juan,'Ave. d p' Y . p• E x Type of � �' �r¢,. Zo e• N P/OS Construction: WA Permit Number:Date Issued: September 3, 2009 BLD09 121 BLD 09-122 Building Official o�QORT ro CITY OF PORT TOWNSEND ti DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,,C L BY 3:OOPM FRIDAY. `� CQ� Oc —of0 DATE OF INSPECTION. 3 (7 PERMIT NUMBER: SITE ADDRESS: 3�;3� AVE i CONTACT PERSON: PHONE: TYPE OF INSPECTION: AVP Il, V 0 CEO fy Q ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector �C 1 �� Date Acknowledgement Date Approved plans and permit card mast be on-site and available at time of inspection. A re-inspection fee may be assessed if work is not ready for inspection. N N PORT>o CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND wA Development Services Department 250 Madison Sheet, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 101344003 PERMIT NO. BLD09-122 ISSUED DATE 08/11/2009 EXPIRATION DATE 02/07/2010 ADDRESS 3939 SAN JUAN AVE. CONSTRUCTION TYPE V - B OCCUPANT LOAD OWNER PORT TOWNSEND SCHOOL DIST#50 PROJECT DESCRIPTION MODULAR CLASSROOM 56 X 64 CONTRACTOR MODERN BUILDING SYSTEMS, INC. LENDER INSPECTION INSP ]ATE COMMENT INSPECTION INSP )ATE COMMENT FOOTING FRAMING fC�C ( [ I (OC4E(�{t t�V'� �Qp01' QU"t� ✓ �, FPP-FINAL FINAL BUILDING 7 c3 Cf MISCELLANEOUS OKLM- -F40rL. 9111109 C'ONCREi� 4U kAVKP/siAtW,-, -F'LgT Wokg- PjLV- 8/Zs/09 TO REQUEST AN INSPECTION CALL (360) 385-2294, INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. 08/19/2009 WED 17: 16 FAX 503 749 4950 Modern Building Systems ®001/002 E c r BUIL13ING SYSTE S9 INEw 4 9493 Porter Road,P.O.Box 110.Aumsvilte,OR 97325-Fax 503-749-4950 "Me Smart Choice. ." 1550 Thornton Avenue SW,Pactric,WA 98Q47-2114-Fax 253-663-8867 ' 605 Sutter Street,Met Sacramento,CA 95691-Fax 915-985-9865 1-800-682-1422 www.mbs-modutar.com ( r FACSIMILE TRANSMITTAL SHEET 3 TO: FROM: 561* 61 s COMPANY: cr,n ` mn� DATE: 1 t✓l,Y `} F NU BER: TOTAL NO.OF PAGES INCLUDING COVER: P E NUMBER: MBS REFERENCE NUMBER: RE: YOUR REFERENCE NUMBER: GENT OR REVIEW ❑ PLEASE COMMENT ❑PLEASE REPLY ❑ PLEASE RECYCLE NOTESICOMMENTS: stA C oar K00 V imam Modern Building Systems, Inc FAX : 503.749.4950 The information contained in this fax(including any attachments)may be privileged and confidential and protected from disclosure.If the reader of this message Is not the intended recipient,or an employee or agent responsible for delivering this message to the intended recipient,you are hereby notified that it is strlcty prohibited(a)to disseminate,distribute or copy this communication or any of the Information contained in It,or(b)to take any action based on the Information in IL if you have received this communication in error,please notify us immediately at 800.682.1422. so ' "�J / \� � L 6 $\ \ N O O N +/- 7'-0' As SAWCUT (3) "4 REBARS SAWCUT—,\, EACH WAY I 0 Ln a O '" (3) '4 x 18" DRIVE-PINS EXISTING FOOTING TYPED +/- 4" IN EXIST.) ci a .4`,�f�l.S,� O QORT TO CITY OF PORT TOWNSEND �v DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT A`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: C �Z SITE ADDRESS: CONTACT PERSON: PHONE: TYPE OF INSPECTION: - ��wrP 62� Ak)� 174 (09, 7 7C rd v OZ COVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS _ Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector I L� I ��%�� Date /Z' —A Acknowledgement 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. QORT TO CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT =: INSPECTION REPORT CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU WANT THE INSPP�ECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: I PERMIT NUMBER: SITE ADDRESS: / C�j �� -c*Z—u A-k-) AUK P- , CONTACT PERSON: PHONE: r � II ll /) TYPE OF INSPECTION: o 1 I O�U ECU/0i /Ij eamw Au- Lnua�t Ea- 4T0'vQ- ' tJAuL- Akj-� koo-P 00 z L), L) f ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. Inspector IC� YL Q&4, Date ` Acknowledgement 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. o�QoarTo�y� CITY OF PORT TOWNSEND �o DEVELOPMENT SERVICES DEPARTMENT INSPECTION REPORT WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY. DATE OF INSPECTION: �'�! r 1 i PERMIT NUMBER: SITE ADDRESS: ."' i' 3n SAO �0yr� CONTACT PERSON: PHONE: TYPE OF INSPECTION: -To \' -❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED CORRECTIONS Ok to proceed. Corrections will be Call for re-inspection before checked at next inspection proceeding. v Inspector �'� Date f h Acknowledgement 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. M N r CITY OF PORT TOWNSEN.. PERMIT ACTIVITY LOG / PERMIT # J(-3>Oq - 2!-Z. DATE RECEIVED SCOPE OF WORK: 44 hq17cJ-o Lg r s x DATE ACTION INITIALS ` Q ENTERED INTO CHET CHECKED FOR COMPLETENESS Zoning: Setbacks OK? DK c,-"A A' A i � rJL V12evv\-J Lot Size: U Building Size: Lot Coverage: FAR OK? Height OK? Parkin OK? Critical Area? Demo? Historic Rev? Notice to Title? , Lots of Record? V.ORTT BUILDING PERMIT City of Port Townsend Development Services Department � 250'Madison Street,Suite 3,Port Townsend,NVA 98368 (360)379-5095 Project Inforntatiort Permit# BLD09-122 Permit Tvpe Commercial - New Project Name MODULAR CLASSROOM 56x64 Site Address 3939 SAN JUAN AVE. Parcel# 101344003 Project Description MODULAR CLASSROOM 56 X 64 Names Associated with this Project License Type Name Contact Phone# Type License# Exp Date Applicant Port Townsend School Dist#50 Owner Port Townsend School Dist #50 Contractor Modern Building (503) 749-4949 CITY 008389 12/31/2009 Systems, Inc. Contractor Modern Building (503) 749-4949 STATE NIODERBS272 0111 112010 Systems, Inc. Fee Information Project Details Project Valuation S3,584.00 foundation only permit 3.584 DOLL Plan Rcview Fee 63.21 Units: Hcat Type: ELECTRIC BBH Tcchnolovv Fee for Building Permit 5.00 Bedrooms: Construction Type: V - B Buildinv Permit Fee 97.25 Bathrooms: Occupancy Type: E-1 Record Retention Fee for Building 5.00 Permit Total Fees S 170.46 r r SEE A T TA CHED CONDITIONS r r Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laxvs or regulations. 1 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 1 am the o . er of the prop ki 7y or authorized agent of the owner. Print Na Date Issued: OQ/Il/2009 Issued By: SFOSTER Signature Date` 1l �� Date Expires: 02'07/2010 �p,pORTTQ�y BUILDING PERMIT so City of Port Townsend ' Development Services Department �W 250 Madison Street,Suite 3, Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-122 Permit Type Commercial -New Project Name MODULAR CLASSROOM 56x64 Site Address 3939 SAN JUAN AVE. Parcel# 101344003 Project Description MODULAR CLASSROOM 56 X 64 Conditions 0. Per Land Use Permit LUP08-101, the potential em ironmental effect associated with the proposed addition of three modular classrooms at Blue Heron Middle School was adequately addressed through prior environmental review. An analvsis of wetland and transportation issues indicates that circumstances have not changed. and that prior mitigation measures are adequate. Ca11385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if Nvork is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The iranting of this pennit shall not be construed as approval to violate any provisions of the PTMC or other laws 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. 1 further certify that I am the ow of the proper' or authorized agent of the owner. Print Name (a�o l 6��1�bT'� Date Issued: 08%11!2009 G Issued B\: SFOSTER Signature Date 0 �l �� Date Expires: 0_'.'07i2010 Page 1 Department of Labor and Industries Factory Assembled Structures PO Box 44430 NOTIFICATION TO LOCAL ENFORCEMENT AGENCY Olympia WA 985044430 Date www.wa.gov/lni/FAS/ 6/18/2009 M 93 (case sensitive) The Factory-Built unit identified below requires completion work at the site Mfg as specified. Modern Building Systems, Inc. Owner's name Mfgr's serial no. Dept.serial no. Port Townsend School District 2009-46-1 Installation address Type of construction Occupancy PTA at site 3939 San Juan A ve. tB E City State ZIP+4 County Phone number Port Townsend WA 98366 Jefferson 503-749-4949 Installation site is in: City County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE BUILDING DEPARTMENT ELECTRICAL DEPARTMENT www.wabo.org/ www.wa.gov/lni/electrical/ INSERT NAME AND ADDRESS IN SHADED AREA INSERT NAME AND ADDRESS IN SHADED AREA �" „ 6ity of Port Townsend �9 YYcrsh�rgtatr LfF 254 tiJtad<ssart Street 5u�t�3 Y605 E4st Front Street Port;Townsend Wta 9836`8 Port Aigetes WA 9$362 4644 Attu; FredSlotq STRUCTURAL: ELECTRICAL: 1)518"Dia.Threaded Rods with nuts and washers-2'-6"from 1)Connect to site power and completion of marriage line cross- ends and 6-0"O.C.at marriage line floor rims. overs. 2)(10)A"Dia.Threaded Rods with nuts and washers-1'-0" from ends and equally spaced at roof beams. 3)Construction of supporting walls and roof to ridge above Modules B&C. 4)Installation of fiber-cement panel siding with baits below windows. FINISH: 1)Normal module close-up at interior walls and floor. 2)Completion of ceiling installation. 3)Completion of exterior wall finish at manage lines. MECHANICAL: 1)Connection of marriage line cross-overs. Inspoctoes name(printitype) Phone:(8 am to 5 pm) Manufacturer's name(prin(Aype) Modern Building Systems, Inc. Office location Dote Menufa er's sipRature 611812009 �r / For Dept. IRec'd File By White-Olympia office T_lse ONLY Green-Electrical section Canary-Inspector F623-013-000(PDF)notification to local enforcement agency 11-Do Pink-Building department Goldenrod-Customer Development Services of Qoar 250 Madison Stree(Suite;3 T ,3,ON (Z,e)l �V �,Oi►NportTownsend'WA98368 3 q T':31 r R,o i t-d w t� Phone: 360-379-5095 Fax: 360-344=4619 9 = ' `ram WAS www.cityofpt.us Commercial Building Permit Application Project Address &Zoning District: Legal Description (or Tax#): Office Use;Only Addition: Permit I col 3yy t � H Block: #�L�©9 I�- Parcel # Lot(s): sociated Permits U I i 3 69 1 I Project Description:- WID Ass r u� ter✓ 1� S .� �...� s� x � � a > Applications accepted by mail must include a check for initial plan review fee of$150 See the "Commercial Building Permit Application Checklist" for details on plan submittal requirements. Property Wner: f Lender Information: Name: i 154 \601rJ �c.4 �,� ..i� Lender information must be provided for projects Address: '3 3 ��,,��IuA over$5,000 in valuation per RCW 19.27.095. A City/St/Zip: d�{ I iv A K (4� Name:�('jlnuly �Jrvwop Phone: d WO 4004 y Project Valuation: $ e4 Email. f .4r✓ fis c> Contact/Representati Construction Type: Name: Avi {i�2„��,j�,,,� Occupancy Rating: Address: -44-9 Building Information (square feet): City/St/Zip: h'1( 1 st floor Restrooms: Phone: q 2"d floor Deck(s): Email: 3`d floor Storage: Basement: Is it finished? Yes No Contractor- Q 1 Other: Name: - fX 1 <VXL5 New 11� Addition ❑ Remodel/Repair❑ Address: /ate Change of Use ❑ City/St/Zip: Phone: Z' 1-4- Email: .1L Total Lot Coverage (Building Footprint): . V ' w1 S^ A,r State License#: Exp: Square feet: gL % City Business License #: Impervious Surface: Square feet: I hereby certify at the information provided is correct, that I am either the owner or authorized to act on behalf of the owner and that all acti ties associated w h this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: v Signature: tu Date: �Q12�(QI el COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels ❑ Commercial building permit application. ❑ Non-Residential Energy Code forms: 3:� Lighting 3:� Mechanical 3:� Envelope ❑ Three (3) sets of plans with North arrow and scaled, no smaller than '/4" = 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 front, sides and rear 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 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 3. Smoke detector locations 4. Attic access 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 10.Roof sheathing, roofing material, roof pitch, attic ventilation ❑ Exterior elevations with existing slope of the land in relation to all proposed structures ❑ If architecturally designed, one set of plans must have an original signature ❑ If engineered, one set of plans must have one original signature ❑ For new dwelling construction, Street & Utility or Minor Improvement application T41'. Of R Ow N !15Z... ... .. R 1%N:1 -'t� All i"111111 I -�ai I.-I ..,�r . :riAli 14 0 �s IS' ;gf 49, .1 ..........tT. M 0 "57 'T NOW LtxH m f.�7tv A .1 LL div 4 1 P" -A 24, M "WO 9- Y�M, g4 A_ -g Mlkm , •"Me"A' 1b.-g N1�';-4 �2 ,ITAX 2 U, ;Bm.,-M i4W9 t of m 'A �.,X.wN -Fv, ATAr, ------ ..... 6�1'1%64, i 9 t, Fi: 9 Z, 71.i 'Y'111yi I Rl�",' . ..1., " 4 XA"NO!,V.--,To R, IN: nQ` 1,231, ff M US %g -zy"i;�..�, .�jr" - }::: ..,,F`a'4-C�.ki:. 1'cell >!.'0- S, ;mJ4 4 "'14 0 �vthf gq xq�"i I 1, N r4,4 fp; A 22 o W p g; OR I N.RR"uj g,OZ.'lk-k-W lkm V-.10- wum I�v Xv N�M, "Ni"I R-1 C11 k -o q',Htt IT", t I-V�.jirny �4 iq 4N '1� rz6 5.-A�05, IkI c 6�, N Op tes hoof: 172 �j' i.l;. o, N p 7% vl.iA4 U Mi 11. Now— .-.rn•. rt „'�L'Q'_ .. r s?' •t vA+�t��r}r a�'_'th 3.i � C' . �.� _ F .,y ,.� � 37�`: x� � �+. �+'�c•' �r -Yr Y r � t .� v^. f f� ; v � j � ' r , 3 � -� r .� r .:.1 r � }-..rti �.: ; and u n.� 5-'� _ - .. r __., K 3.....A•aa,c��v i__ � '� ai•.4 �:" a!—y i t �-- ai.-�'^tr �.. -.,a cr,' SIRS � - .� •-' ..__ ._,. �"ua�� y-`.x ,w "�"'�'ra.ry�g4'yft�7? w''TT,�,� .. ��,�..�'TT' '�.S� f �5 -",.ss4��'r. 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Jac �64� �. - S"t} 3 t -� ON L { .7�fi C 4h� .a-+ �.�y tr^F.�x,�,w}1�..� o ��z 1„xt� -.Ja � �' <p -.*•Fi ,� f�_, � r���.��+� i -°� .y s ��� 5'+,r t�� t 41-0- �' fi'd`S ° � +x�'r,� t ,Irk�v� ,i...:.2, u'��`'.h�,..-'L"�=cira•'J..^�'#"���� , r y �1�In•�{s ' �� V��` r-•„� r `S �� 45 '` r �� ,"k,o���� «.-.� .�a }_ v'f���� ��su • r S - btK.i's':G�' (� '����+.Ss a'.. p h �� 1 •y` t �- h '�a+ro4f'*t r �' l$2-:'e- , �•� { ""`t�t;�.�.� i 'l'+.r-1 ryL: t - � • � :.�: r 5. � ,": ,. �- ,�� -' �� ��n1r�+may.��-DrY�f�i' to j�"`�., �it� s' ,� a�x. I y,.>'r a-a? , � ,�' ��• '��-,�!'X x�s�s=c,`�S`,, �k r��ir°k�Pam'yt �', £�i�'� ',,��5 r•.. _ _ F' •,. ".y 4�fi �'+�'svy,-!'' 'SS+��'-t,$`£ 8�+`;gg�,�t� r:.rty�» ��e.^i�`K ,� r rc�;vdM?.. 10 AM 41 MA*`.,• +iS}�-a `? �• 5 '`2 � ,'•N`^PGa:Y`•�ry�37(r��y•���M 'ii- '�"^�r 1�'a:'2 r"[Y�...• 't°� t°'e + va.r .: � '+.xjfiy''�•`' a w'_�s�'1-*."a•'-�' " 'rk..E<'' ?-.ti. ; �` `'`~r '"4^ ' fir•� '�'��1 ��i`'�''"�tz�7 }'�4-.,�,�. 'tea z�` n "�.,si `s� �. ��r yt � F:Rf� x'+ sty s �n� � ,r yg „,J',�d.'•, a k � .'h' -N•t, s'I"l �w &:��.•3�..�i�.'SG.s „..,_, - . .�• �'"�` �•" r'-� � M � rrgg dRy� y: y ��,xe.. c 3R yr 4. �t� f � � �i 't r� "'��SC6' n r •a- '� STATp OF, O y �y' 1889�O STATE OF WASHINGTON-Department of Labor and Industries FACTORY ASSEMBLED STRUCTURES P.O. Box 44430, Olympia,Washington 98504-4430 Web Site www.ini.wa.gov/tradeslicensing/factory assembled structures/ 29-Jul-09 To- Fred Slota 250 Madison St. Ste 3 Port Townsend, WA 98368 City of Port Townsend Re: Modular Building Site location: Port Townsend S.D. 3939 San Juan Ave. Port Townsend, WA 98368 This letter is to inform your department of a modular building being shipped to the address above. Enclosed is a copy of the Department of Labor and Industries, Factory Assembled Structures Section approved plans for your use. Attached is a list of items that will require review, inspection and approval by Fred Slota. MODERN BLDG SYSTEMS is the manufacturer, they may be contacted at 503-749-4949. The Department of Labor and Industries, Factory Assembled Structures Section has informed the manufacturer that permits, review and inspection of on site construction, conditions and completion of the building will be required by the Fred Slota. If you have any questions or concerns please feel free to contact me. Terry Kleier Plans Examiner WA State Dept of Labor&Industries (360)902-5221 Kler235@lni.wa.gov L �� h JUL 3 1 2C09 CITY OF PO Oi iOMVNS- DR ENO FILE Copy sM, 1 i 200 hington State Nonresidential Energy Code(. liance Form • • ' • No i 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Port Townsend S.D. Date 6/17/2009 3939 San Juan Ave. For Building Department Use Port Townsend, WA 98366 Applicant Name: Modern Building Systems, Inc. Applicant Address: 9493 Porter Road Aumsville, OR 97325 Applicant Phone: 503-749-4949 Project Description New Building ❑Addition ❑ Alteration ❑Change of Use Compliance Option Prescriptive ❑ Component Performance ❑Systems Analysis (See Decision Flowchart(over)for qualifications) Space Heat Type O Electric resistance O All other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. 256 .0 - 2197 . 0 X 100 = 11.7% Q yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option Ono Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying assembly below. Q yes Check here if using semi-heated path and if project meets all requirements for semi-heated spaces Semi-Heated Path O no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced(2006 change). Only available in prescriptive path. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Wall Maximum U-factor is 0.123(R7.6 continuous ins) Minimum Insulation R-values CMU block walls with insulated cores comply Roofs Over Attic If project qualifies for Concrete/Masonry Option,list walls All Other Roofs 30.0 with HC>_9.0 Btu/ft2•°F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls' 19.0 from Table 10-9 in the Code. Below Grade Walls Wall Description U-factor Floors Over Unconditioned Space 26.0 (including insulation R-value&position) Slabs-on-Grade Radiant Floors Maximum U-factors T ASHI GTON Opaque Doors o 0.600 DEPT.OF LABORA v CTION Vertical Glazing 0.350 APPROVED Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing 0.300 SUBJECT TO C Out 1.Assemblies with metal framing must comply with overall U-factors Notes: 200 hington State Nonresidential Energy Code C liance Form • • ' M111IN117WWI • kqllv 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not,either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type:For the purpose of determining building envelope Electric Resistance:Space heating systems which use electric resistance requirements,the following two categories comprise all space heating types: START elements as the primary heating system including baseboard,radiant,and Other:All other space heating systems including gas,solid fuel,oil,and forced air units where the total electric resistance heat capacity exceeds 1.0 propane space heating systems and those systems listed in the exception to W/ftz of the gross conditioned floor area. Exception:Heat pumps and electric resistance. (continued at right) terminal electric resistance heating in variable air volume distribution systems. ystems. N Resistance Yes Heat? All Insulation Installed? All Insulation Installed? Below Grd Wall(ext) R-12 Wood Metal Below Grd Wall(int wd) R-19 Below Grd Wall(ext) R-12 R-12 Below Grd Wall(int mtq R13+R3.8ci Below Grd Wall(oth) R-24 U-0.044 Roof Over Attic R-38 Roof Over Attic R-38 U-0.031 T heyRoofR-25 All Other Roof R-30 U-0.034 d Floor R-2 Raised Floor R-30 U-0.029 On-Grade R-10 Slab-On-Grade R-10 R-10 nt Floor R-10 Radiant Floor R-10 R-10 ue Door U-0.60 Opaque Door U-0.60 U-0.60 N e Yes N Mass Wall wo all R24 wood, Mass Wall r-N Criteria OK? N or R13+R3.8ci N Criteria OK? No-► (below) metal r U0.044 met (below) Yes Yes Yes Yes AG Mass Wall Insulation Req AG Mass Wall Insulation Req Mass Wall U0.123/R7.6ci Mass Wall U0.123/R7.6ci CMU Block U0.123/R7.6ci Yeses Yew CMU Block U0.123/R7.6ci Wood Frame R19 Wood Frame R24 Metal Framed R13+r3.8ci I F Metal Framed U0.044 NO Glazing Criteria Met? Glazing Criteria Met? NO Glazing Vert OH Glazing Vert OH Area% UV GC Area% UVal UVal SHGC 0-30% 0.55 0 0 0 0-30% 0.40 0.60 0.40 30-45% 0.45 0.60 0.40 >30 Not Allowed >45% Not Allowed No es Yes No escrlp e 4-1 ath Allow d Component Performance; 110. Systems Analysis, or EnvStd Required STATE OF WASHINGTON DEPT.OF LABOR AND.INDUSTRIES FAS PLAN REVIEWSECTION Concrete/Masonry Option Wall Heat Capacity (HC) APPROVE . *If the area weighted heat Assembly Description Assy.Tag HC** Area(sf) ILAro 9 *acity(HC)of the total above 8dBdECT TO e wall is a AND F m of 9.0, the Concrete Masonry Option may be used. **For framed walls,assume HC=1.0 unless calculations are provided;for all other walls,use Totals Section 1009. Area weighted HC:divide total of(HC x area)by Total Area 200 hington State Nonresidential Energy Code C liance Form 7Projject •on State Nonresidential Energy Code Compliance Forms Revised July 2007 ress port Townsend S.D. Date 6/17/2009 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) I Section Component I Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed yes 1302 Space heat type: 8 Other If"Other", indicate on plans that electric resistance heat is not allowed n.a. 1310.2 Semi-heated spaces Semi-heated spaces identified on plans if allowed 1311 Insulation yes 1311.1 Insul.installation Indicate densities and clearances 5,9 yes 1311.2 Roof/ceiling insul. Indicate R-value on roof sections for attics and other roofs; 5,9 Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts yes 1311.3 Wall insulation Indicate R-value on wall sections; 5,9 Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose-fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used F73; yes 1311.4 Floor insulation Indicate R-value on floor sections; 5,9 Indicate substantial contact with surface, Indicate supports not more than 24"o.c.; Indicate that insulation does not block airflow through foundation vents n.a. 1311.5 Slab-on-grade floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 24"from top; Indicate above grade exterior insulation is protected n.a. 1311.6 Radiant floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 36"from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where re 'd.by Official yes 1312 Glazing and doors Provide calculation of glazing area(including both vertical 5 vertical and overhead)as percent of gross wall area yes 1312.1 U-factors Indicate glazing and door U-factors on glazing and door 5 schedule(provide area-weighted calculations as necessary); Indicate if values are NFRC or default,if values are default then specify frame type,glazing layers,gapwidth,low-e coatings,gas fillings yes 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading 5 coefficient on glazing schedule(provide area-weighted calculations as necessary) 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side 5 yes 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section, 5 Indicate va .retard.with sealed seams for non-wood struc. yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 5 yes 1313.4 Floor vapor retarder Indicate vapor retarder on floor section D TATE OF W I IINGT yes 1313.5 Crawl space vap.ret. Indicate six mil black polyethylene overlapped 12"o ��AN REVI W U TRIE; 1314 Air leakage n _ : yes 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping JUL 5 yes 1314.2 Glazing/door sealing Indicate weatherstripping 5 yes 1314.3 Assemb.as ducts Indicate sealing,caulking and gasketing AND FIE4to 7DE 8 n.a. 1314.4 Recessed Lighting Fixtur Indicate IC rating,ASTM E283 certification,and gasketing or caul ceiling.F58 PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) yes Envelope Sum.Form Completed and attached. Provide component performance worksheet if necessary If"no"is shown for any question,provide explanation: 2006 hington State Nonresidential Energy Code C Hance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Port Townsend SD Date 6/17/2009 3939 San Juan Ave. For Building Dept. Use Port Townsend, WA 98366 Applicant Name: Modern Building Systems, Inc. Applicant Address: 9493 Porter Road Aumsville, OR 97325 Applicant Phone: 503-749-4949 Project Description (3) 2.5-Ton Wall-Hung Heats Pump w/ 10kw Heat Strips and Briefly describe mechanical Economizers & (1) 3-Ton Wall-Hung Heat Pump w/ 10kw Heat Strips system type and features. and Economizer ❑� Includes Plans Drawings must contain notes requireing compliance with commissioning requirements-Section 1416 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 A Bard WH301-A 30000 1000 Econo 10.00 Ext. Wall B Bard WH301-A 30000 1000 Econo 10.00 Ext. Wall C Bard WH361-A 35600 1200 Econo 10.00 Ext. Wall D Bard WH301-A 30000 1000 Econo 10.00 Ext. Wall Heating Equipment Schedule Equip. CapacityZ OSA cfm ID Brand Name' Model No.' Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficienc 4 A Bard WH301-A 28000 1000 Econo 6.600 B Bard WH301-A 28000 1000 Econo 6.600 C Bard WH361-A 34400 1200 Econo 6.600 D Bard WH301-A 28000 1000 Econo TATE OF WA SHINnTnh, 6.600 EI F S PLA D INDUSTR ES APPROW FD Fan Equipment Schedule 2009 Equip. ID Brand Name' Model No.' CFM Sp' HP/BHP to C0D&ation of Service Both Broan L150 150 0.06 Cv Res ro s 'If available. 2 As tested according to Table 14-1A through 14-1G. 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). 2006 hington State Nonresidential Energy Code C :lance Form • System Description If Heating/Cooling Constant vol? ❑� Air cooled? ❑ Packaged sys? ❑<20,000 Btuh? See Section 1421 for full description or Cooling Only: Split system? 0 Economizer included? of Simple System qualifications. If Heating Only: ❑ <5000 cfm? ❑<70%outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not,either the Complex System or Systems Analysis Options must be used. START He o 'o g Air Cooled, System Type or ooling ly Constant Vol? No =RelerelnceHeating Only Yes <5000 ingle plit Syste Yes Package No ► < 84,000 No— s es Unit? Btuh? No Yes of Ca A Outdo s <70%OSA Yes Econo N <20,000 N or Yes Inducted? Btuh? Adjacent to utdoor Yes Yes Reference No Section 1423 ool Ca Ye <54,000 No-- I F Btuh? <<24 Ca . nomize N 00 Btuh 0%? Si Syste Yes Allowed section 14 0) Use Complex STiTE OsM*NGT N FAS F An D I TRIES APPROVED ON HH Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assists t(VrTFWhich Complex Systems requirements are applicable to this project. OudJECT TO CODE AND FIELD INSPECTION 20061Whington State Nonresidential Energy Code C. fiance Form 7006Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 dress port Townsend SD Date 6/17/2009 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 I Code Location Building Department (yes,no,n.a.) Section Component Information Required on Plans Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment performance yes 1411.4 Pkg.elec.htg.&clg. List heat pumps on schedule 8 yes 1411.1 Minimum efficiency Equipment schedule with type,capacity,efficiency Cuts n.a. 1411.1 Combustion htg. Indicate intermittent ignition,flue/draft damper&jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans 8 yes 1412.2 Deadband control Indicate 5 degree deadband minimum Cuts n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff.day types Cuts yes 1412.4.1 Dampers Indicate damper location and auto.controls&max.leakage cuts n.a. 1412.4.2 Optimum Start Indicate optimum start controls yes 1412.5 Heat pump control Indicate microprocessor on thermostat schedule Cuts n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans 8 1412.8 Ventilation Control Indicate demand control ventilation for high-occupancy areas n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule 8 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100%capability on schedule Cuts n.a. 1413.1 Wtr Econo Operation Indicate 100%capacity at 45 degF db&40 deg F wb n.a. 1413.2 Water Econo Doc Indicate clg load&water econoe&clg tower performance n.a. 1413.3 1 Integrated operation Indicate capability for partial cooling n.a. 1 1413.4 lHumidifiGation Indicate direct evap or fog atomization w/air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary 8 yes 1414.2 Duct insulation Indicate R-value of insulation on duct 8 n.a. 1415.1 Piping insulation Indicate R-value of insulation on piping 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan 8 n.a. 1416.2.2-3 Sys.Bal&Func.Test Indicate air and water system balancing&functional testing yes 1416.2.4 Commissioning Indicate O&M manuals,record drawings,staff training 8 yes 1 1416.2.5 lComm.Report Indicate requirements for prelim.&final commiss. . 8 AM n.a. 1434 ISeparate air Sys. Indicate separate systems on plans LA AND IN yes Mechanical Completed and attached. Equipment schedule with type" 6V v N Summary Form input/output,efficiency,cfm,hp,economizer SERVICF-WATER HEATING AN TR=D POOLS ec Ions 1440 Service water htg. yes 1441 Elec.water heater Indicate R-10 insulation under tank C TO COD n.a. 1442 Shut-off controls Indicate automatic shut-off yes 1443 Pipe Insulation Indicate R-value of insulation on piping 11 n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+degrees Indicate R-12 pool cover Tf"no" is circled or any question, prove a explanation: 200 hinlair I Igton State Nonresidential Energy Code C liance Form • • • IL 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Port Townsend SD Date 6/17/2009 3939 San Juan Ave. For Building Department Use Port Townsend, WA 98366 Applicant Name: Modern Building Systems, Inc. Applicant Address: 9493 Porter Road Aumsville, OR 97325 Applicant Phone: 503-749-4949 Project Description New Building ❑ Addition ❑ Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Prescriptive * Lighting Power Allowance O Systems Analysis (See Qualification Checklist(over). Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box-sec. 1132.3) ❑ 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 per ft2*' Area in ft2 Allowed x Area Whole Building Classroom 1.00 3168.0 3168.0 "From Table 15-1 (over)-document all exceptions on form LTG-LPA Total Allowed Watts 3168.0 Proposed Lighting Wattage Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed Classroom 3-Tube T8 32W Fluorescent Lay-in with Elect. Ballast 34 88.0 2992.0 Total Proposed Watts may not exceed Total Allowed Wafts for Interior Total Proposed Watts 2992.0 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(n Q�watta e andother criteria as specified in Section 1530. For hard-wired ballasts only,the default table inalmay also be used. For track lighting,list the greater of actual luminaire wattage or length of trapjgBpi i, Ye, the wattage of current limiting devices or of the transformer. APPROVF[) 3. List all fixtures. For exempt lighting,note section and exception number,and leave Watts/Fixture blank. JUL 2 9 2009 SUBJECT TO CODE AND FIELD INSPECTION 200 hington State Nonresidential Energy Code C dance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Prescriptive Spaces Occupancy: O Warehouses,storage areas or aircraft storage hangers 0 Other Qualification Checklist Lighting ❑ Check if 95%or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note:If occupancy type is"Other'and fixture Fixtures: 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 LPA (W/sf) Use LPA (W/sf) 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 rches)5.',11 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 b, 1.3 Post office 1.1 restaurants/bars' Dormitory 1.0 Retail ,retail banking,mall concourses,wholesale 1.5 stores(pallet rack shelving) Exercise center 1.0 School buildings(Group E Occupancy only),school 1.2 classrooms,day care centers G mnasia ,assembly spaces spacesg 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 Occupancies Hotel/motel 1.0 Warehouses",storage areas 0.5 Hotel banquet/conference/exhibition hal 13,42.0 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 Libraries 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 Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed,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 150ft' with full height partitions,a Unit Lighting Power Allowance of 1.10 w/ftz 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 windo p0�IT walls or at least three-quarter-height partitions(transparent or opaque).and lighting for free-stan with the display are exempt. T1A*§ APPROVED An additional 1.5 w/ftz 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). JUL 2 9 2009 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). SUBJECT TO CODE c) fitted with LED,tungsten halogen,fluorescent,or high intensity discharge lamps. AND FIELD INSPECTION 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 only to the floor area not covered by racks. 2006 hington State Nonresidential Energy Code C iiance Form Exterior • • 2006 Washington state Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Proj Addres Port Townsend SD Date 6/17/2009 3939 San Juan Ave. For Building Department Use Port Townsend, WA 98366 Name: Modern Building Systems, Inc. Appl. Name 9493 Porter Road Aumsville, OR 97325 Appl. PhonE 503-749-4949 Project Description 11 New. ❑ Addition ❑ Alteration ❑J Plans Included Indicate controls(Sections 1513)including commissioning requirements on plans. Compliance Option * Lighting Power Allowance Q Systems Analysis Building Grounds ❑Efficacy>60 lumens/W ❑ Controlled by motion Sensor (luminaires>100 Watts) ❑ Exemption(list) Alteration Exceptions ❑No changes are being made to the lighting (check appropriate box-sec. 1132.3) ❑Less than 60%of the fixtures new,installed wattage not increased,&space use not chan ed. Tradable Maximum Allowed Lighting Wattage Allowed Watts Area(ft),perimeter Allowed Watts Tradable Locations Description -7 per ft2 or per If (If)or#of items x ft2(or x If) Main Entry 30 W/LF of door widt 3.0 90.0 Other Entries 20 W/LF of door widt 12.0 240.0 Total Allowed Watts 330.0 Use mfgr listed maximum input wattage.For fixtures with hard-wired ballasts only, Tradable Proposed Lighting Wattage the default table in the NREC Technical Reference Manual may also be used. Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Exits 26W WP Compact Fluorescent with Photocell 5 26.0 130.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 130.0 STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES Non-Tradable Maximum Allowed Lighting Wattage FAS PLAN REVIEW SECTION Allowed Watts Area(ft ),perimeter Allowed Watts Non-Tradable Locations Description per ft2 or per If I(In or i x ft2(or x If) SUBJECT TO CODE Non-Tradable Proposed Lighting Wattage Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Proposed Watts may not exceed Allowed Watts for Category 2006 hington State Nonresidential Energy Code C fiance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address port Townsend SD Date 6/17/2009 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no,n.a.) I Section Component Information Required on Plans Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Schedule with type,indicate locations 7 yes 1513.2 Area controls Maximum limit per switch 7 yes 1513.3 Daylight zone control Schedule with type and features,indicate locations 7 yes vertical glazing Indicate vertical glazing on plans 7 n.a. overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features,indicate location n.a. (a)timer w/backup Indicate location yes (b)photocell. Indicate location 7 1513.6 Inter.auto shut-off Indicate location yes 1513.6.1 (a) occup.sensors Schedule with type and locations 7 n.a. 1513.6.2 (b) auto.switches Schedule with type and features(back-up,override capability) Indicate size of zone on plans yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning 7 EXIT SIGNS (Section 1514) n.a. 1514 Max.watts Indicate watts for each exit sign LIGHTING POWER ALLOWANCE (Section 1530-1532) yes 1531 Interior Lighting Completed and attached. Schedule with fixture types, Summary Form lamps,ballasts,watts per fixture yes 1532 Exterior Lighting Completed and attached. Schedule with fixture types, Summary Form lamps,ballasts,watts per fixture MOTORS (Section 1511) n.a. 1511 1 Elec motor efficiency MECH-MOT or Equipment Schedule with hp,rpm,efficiency TRANSFORMERS (Section 1540) n.a. 1540 Transformers Indicate size and efficiency If"no" is circled for any question, provide explanation: STATE OF WASHINGTON DEPT.OF LABOR AND INDUSTRIES FAS PLAN REVIEW SECTION APPRnV`" JUL 2 9 2009 SUBJECT TO CODE AND FIELD INSPECTION x THE WALL-MOUNTrm HEAT PUMPS - WH (60HZ) CLIMATE CONTROL SOLUTIONS WH-Series Refrigerant 22 60Hz Heating Capacities: 18,000 to 54,000 BTUH Cooling Capacities: 18,400 to 54,000 BTUH The Bard Wall-Mount Heat Pump is aself-contained energy efficient heating and cooling system, which is designed to offer maximum indoor comfort at a minimal Z ; cost without using valuable indoor floor space or outside ground space. This unit is x the ideal product for versatile applications such as: new construction, modulary> A,S offices,school modernization,telecommunication structures,portable structures or s "rb r correctional facilities. Factory or field installed accessories are available to meet {; specific lob requirements Aluminum Finned Copper Coils: One Inch,Disposable Air Filters: rY , Grooved tubing and enhanced louvered Are standard equipment. Optional one # t ; fin for maximum heat transfer and inch washable filters available and energy efficiency. filter racks permit the addition of 2" pleated filter. Factory or field installed. f ; Twin Blowers: f Move air quietly. Most models feature Solid State Electronic Heat Pump multispeed blower motors providing Control: { airflow adjustment for high and low static Provides efficient 30,60 or 90 minute operation. Motor overload protection is defrost cycle. A thermistor sensor, standard on all models. speed up terminal for service and 10fi minute defrost override are standard on Heat Pump Compressor: the electronic heat pump control. Reciprocating compressor designed to withstand higher compressor ratios and High Pressure Switch: longer operation than normal air Is built-in with a lockout circuit that conditioning compressors. Equipped resets from the room thermostat. ' with crankcase heater and discharge muffler. Standard on all 2, 2'/,3 and 3% Five Minute Compressor Time ton models. Delay: Short cycle protection is standard. Built Scroll compressor designed for into the heat pump control, increased efficiency, quieter operation and improved reliability for longer life. Suction Accumulator: Eliminates need for crankcase heater Protects the reciprocating compressor and suction accumulator. Standard on from refrigerant flood back and prevents all 1%,4 and 5 ton models. damage to the compressor bearing surfaces. Not required on scroll All packages are designed Standard-Barometric Galvanized 20 Gauge Zinc Coated compressor applications. to meet your specific Fresh Air Damper Steel Cabinet: ventilation requirements Optional-Motorized Cleaned, rinsed, sealed and dried Emergency Heat Circuit: before the polyurethane primer is Permits continuous operation of the utilizing one of six Fresh Air Damper applied. The cabinet is handsomely system. ventilation options for the Optional-Blank off Plate finished with a baked on, beige textured product. The ventilation Optional-Commercial enamel,which allows it to withstand Barometric Fresh Air Damper: o package is mounted within Room Ventilator w/Exhaust 1000 hours of salt spray tests per ASTM Standard on all units. Allows up to 25/o B117-03, outside fresh air. the unit eliminating the •CRV-Spring Return need for an exterior •CRVP-Power Return Electrical Components: Built-in Circuit Breakers: mounted hood or damper Optional-Economizer Are easily accessible for routine Standard on all electric heat versions of assembly on the unit. All with Exhaust inspection and maintenance through a single and three phase(230/208 volt) right side, service panel opening. equipment.Toggle disconnects are assemblies can be factory Optional-Energy Features a lockable, hinged access standard on all electric heat versions of installed, instaII8'0T �WAg�"r ntilator cover to the circuit breaker or pull three phase(460 volt)equipment. field at tim ��31 t�' disconnect switch. PrOtP! OR AND INDUSTRIES Slope Top: or as a retro it pLrREVIEW SECTION Electric Heat Strips: Standard feature for water run-off. installation. APPROVm Features an automatic limit and thermal cut-off safety control. Heater packages Full Length Mounting Brackets: are factory or field installed for all 1% Built into cabinet for improved JUL 2 9 2009 through 5 ton models. Features easy appearance and easy installation. slide-in field assembly with various NOTE: Bottom mounting bracket BTUH outputs. included to assist in installation. SUBJECTTO CODE AND FIELD INSPECTION Condenser Fan and Motor Top Rain Flashing: Shroud Assembly: Standard feature on all models. Slide out for easy access. \50 900/ •Certified to ANSI/ARI Standard 390-2003 for SPVU(Single Package Vertical Units). C VL us UL •Commercial Product-Not intended for Residential application. LISTED Form No. S3210-209 Supersedes S3210-1008 Page 1 of 16 MODELS WH185 WH24 WH301 IH30 WH361 H363 WH421 WH423 WH483 WH604 Cooling BTUH O 18,400 23,60 30,000 27,600 35,600 34,000 41,500 42,000 47,000 54,000 E E R © 9.10 9.20 8.70 9.00 9.00 9.00 8.70 9.00 9.00 9.00 High Temp Heating (47F) BTUH D 18,000 23,2 28,000 26,00 34,400 33,000 41,000 41,000 46,000 54,000 COP OO 3.00 3.0 3.00 3.00 2.90 3.00 3.00 3.00 3.00 3.00 Low Temp Heating(17F) BTUH O 10,000 12,0 15,600 14,00 19,000 19,000 23,000 21,000 28,000 33,000 COP 0 1.80 1.9 1.90 1.90 1.90 2.00 2.00 2.00 2.10 2.00 ANSI/ASHRAE/IESNA 90.1 Compliance ® (D O ® ® ® O ® O ol O Capacity is certified in accordance with ANSI/ARI Standard 390-2003. 0 EER=Energy Efficiency Ratio,COP=Coefficient of Performance and are certified in accordance with ANSI/ARI Standard 390-2003. All ratings based on fresh air intake being 100%closed(no outside air introduction). O Complies with efficiency requirements of ANSI/ASHRAE/IESNA 90.1-2004. 0 Complies with efficiency requirements of ANSI/ASHRAE/IESNA 90.1-2007. MODELS WH185-A WH242-A WH242-B WH242-C WH301-A WH301-B WH301 C WH303-A WH303-B WH303-C Electrical Rating--60HZ 230208-1 230/208-1 230208-3 460-3 230208-1 30/208-3 460-3 230/208-1 230/208-3 460-3 Operating Voltage Range 197-253 197-253 197-253 414-506 197-253 197-253 414-506 197-253 197-253 414-506 Compressor--Circuit A Voltage 230208 230208 230/208 460 230208 230208 460 230208 230208 460 Rated Load Amps 7.0/8.8 10.0/11.0 6.917.6 3.9 12.9/14.0 8.1/8.7 4.8 10.9/12.2 7.2/8.1 4.5 Branch Circuit Selection Current 10.0 11.0 8.0 4.0 14.0 10.0 5.0 12.5 10.0 5.0 Lock Rotor Amps 45/45 56/56 51/51 25 7505 68/68 34 78/78 63/63 30 Compressor Type Scroll Recip. Recip. Recip. Recip. Recip. Recip. Recip. Recip. Recip. Fan Motor&Condenser Fan Motor--HP-RPM 1/5-1075 1/5-1075 1/5-1075 1/5-1075 '1/5-1075 1/5-1075 1/5-1075 1/5-1075 1/5-1075 1/5-1075 Fan Motor--Amps 1.2 1.2 1.2 1.4 1.5 1.5 1.4 1.5 1.5 1.4 Fan--D IA/C FM 18"-1600 18"-1600 18"-1600 18"-160 20"-2000 20"-2000 20"-2000 20"-2000 20"-2000 20"-2000 Motor&Evaporator Blower Motor--HP/RPM/SPD 1/6-1100-2 1/6-1100-1 1/6-1100-1 1/3-1100- 1/3-1100-2 1/3-1100-2 1/3-1100-2 1/3-1100-2 1/3-1100-2 1/3-1100-2 Blower Motor--Amps 1.0 1.0 1.0 1.1 2.2 2.2 1.1 2.2 2.2 1.1 CFM Cooling& E.S.P. 650-.2 800-.2 800-.2 800-.2 1000-.4 1000-.4 1000-.4 1000-.4 1000-.4 1000-.4 w/Filter(Rated-Wet Coil) Filter Sizes(inches)STD. 16x25x1 16x25x1 16x25x1 16x25x !16x30x1 16x30x1 16x30x1 16x30x1 16x30x1 16x30x1 Shipping Weight--LBS. 300 300 300 300 365 365 365 365 365 365 Form No. S3210-209 Supersedes S3210-1008 Page 2 of 16 MODELS WH361-A WH361-B WH361-C WH363-A WH363-B WH363-C WH421-A WH421-B WH421-C Electrical Rating--60HZ 230208-1 230/208-3 460-3 230208-1 230208-3 460-3 230208-1 230208-3 460-3 Operating Voltage Range 197-253 197-253 414-506 197-253 197-253 414-506 197-253 197-253 414-506 Compressor--Circuit A Voltage 230208 230208 460 230208 230208 460 230208 230208 460 Rated Load Amps 16.3/17.0 9.8/10.5 5.2 15.6/16.7 9.8/10.5 5.2 18.320.4 12.2/13.1 6.1 Branch Circuit Selection Current 17.0 11.0 6.0 17.0 11.0 6.0 21.0 14.0 7.0 Lock Rotor Amps 96/96 75175 40 96196 75/75 40 102/102 91/91 42/42 Compressor Type Recip. Recip. Recip. Recip. Recip. Recip. Recip. Recip. Recip. Fan Motor&Condenser Fan Motor--HP/RPM/SPD 1/5-1075 1/5-1075 1/5-1075 1/5-1075 1/5-1075 1/5-1075 1/3-825-2 1/3-825-2 1/3-825-2 Fan Motor--Amps 1.5 1.5 1.4 1.5 1.5 1.4 2.5 2.5 1.3 Fan--DIA/CFM 20"-2000 20"-1900 20"-1900 20"-2000 20"-1900 20"-1900 24'-2750 24'-2750 24"-2750 Motor&Evaporator Blower Motor--HP/RPM/SPD 1/3-1100-2 1/3-1100-2 1/3-1100-2 1/3-1100-2 1/3-1100-2 1/3-1100-2 12-1070-2 12-1070-2 1/2-1070-2 Blower Motor--Amps 2.2 2.2 1.1 2.2 2.2 1.1 3.3 3.3 1.9 CFM Cooling&E.S.P. 1100-,3 1100-,3 1100-.3 1100-.3 1100-.3 1100-.3 1400-.3 1400-,3 1400-.3 w/Filter(Rated-Wet Coil) Filter Sizes(inches)STD. 16x30x1 16x30x1 16x30x1 16x30x1 16x30x1 16x30x1 20x30x1 20x30x1 20x30x1 Shipping Weight--LBS. 380 380 380 380 380 380 510 510 510 MODELS WH423-A WH423-B WH423-C WH483-A WH483-B WH483-C WH604-A WH604-B WH604-C Electrical Rating--60HZ 230/208-1 230208-3 460-3 230208-1 230208-3 460-3 230208-1 230208-3 460-3 Operating Voltage Range 197-253 197-253 414-506 197-253 197-253 414-506 197-253 197-253 414-506 Compressor--Circuit A Voltage 230208 230208 460 230208 230208 460 230208 230/208 460 Rated Load Amps 18.320.4 12.2/13.1 6.1 20.821.6 12.3/12.7 6.2 25.8/30.4 15.5/18.3 8.7 Branch Circuit Selection Current 21.0 14.0 7.0 21.8 12.9 6.5 30.4 18.3 8.7 Lock Rotor Amps 102/102 91/91 42/42 131/131 91/91 46 148/148 123/123 62 Compressor Type Recip. Recip. Recip. Scroll Scroll Scroll Scroll Scroll Scroll Fan Motor&Condenser Fan Motor--HP/RPM/SPD 1/3-825-2 1/3-825-2 1/3-825-2 1/3-825-2 1/3-825-2 1/3-825-2 1/3-825-2 1/3-825-2 1/3-825-2 Fan Motor--Amps 2.5 2.5 1.3 2.5 2.5 1.3 2.5 2.5 1.3 Fan--DIA/CFM 24"-2750 24"-2750 24"-2750 24'-2750 24'-2750 24'-2750 24'-2750 24'-2750 24"-2750 Motor&Evaporator Blower Motor--HP/RPM/SPD 12-1070-2 12-1070-2 12-1070-2 12-1070-2 12-1070-2 12.1070-2 12-1070-2 1/2-1070-2 12-1070-2 Blower Motor--Amps 3.3 3.3 1.9 3.3 3.3 1.9 3.3 3.3 1.9 CFM Cooling&E.S.P. 1400-.3 1400-.3 1400-.3 1550-.2 1550-.2 1550-.2 1700-.3 1700-.3 1700-.3 w/Filter(Rated-Wet Coil) Filter Sizes(inches)STD. 20x30x1 20x30x1 20x30x1 20x30x1 20x30x1 20x30x1 20x30x1 20x30x1 20x30x1 Shipping Weight--LBS. 510 510 510 510 510 510 510 510 510 Form No. S3210-209 Supersedes S3210-1008 Page 3 of 16 WH18 WH30 WH42 WH60 ESP in WH24 -WH36 WH48 H2O Dry/Wet Coll High Speed Low Speed High Speed Low Speed High Speed Low Speed DryMet Coil Dryfflet Coil Dry/Wet Coil Dry/Wet Coil Dry/Wet Coil Dry/Wet Coil 0 1020/975 1395/1315 950/935 1885/1800 1650/1600 2200/2000 1600/1450 .1 960/905 1340/1270 930/915 1770/1665 1550/1500 2100/1900 1525/1375 .2 865/800 1285/1190 910/885 1635/1550 1450/1400 2000/1800 1460/1200 .3 8201735 1205/1100 855/830 1500/1400 1350/1300 1875/1700 .4 735/650 1110/1000 800055 1 1370/1285 1300/1175 1775/1600 .5 615/535 10051870 1 1250/1150 1650/1475 Above data is with 1"standard throwaway filter and 1"washable filter. For optional 2"pleated filter-reduce ESP by.15 in. See installation instructions for maximum ESP information on various KW applications. At 240V(1) At 208V(1) At 480V(2) At 460V(2) Nominal KW 3-Ph 3-Ph KW 1-Ph 3-Ph Btuh KW 1-Ph 3-Ph Btuh KW Btuh KW Btuh Amps Amps Amps Amps Amps Amps 4.0 4.0 16.7 13,652 3.00 14.4 10,239 5.0 5.0 20.8 17,065 3.75 18.0 12,799 6.0 6.0 14.4 20,478 4.50 12.5 15,359 6.0 7.2 20,478 5.52 6.9 18,840 8.0 8.0 33.3 27,304 6.00 28.8 20,478 1 1 1 1 1 1 7'065 0 478 27,304 111111111811M 1916.1 10.0 41.7 34,130 7.50 36.1 25,598 =3l:W==C35X= zzlzm= 18.0 18.0 43.3 61,434 13.50 37.5 46,076 18.0 21.7 61,434 77 72.1 51,195 20.0 1 20.0 1 83.3 68,260 1 15.00 1 T (1)These electric heaters are available in 230/208V units only. (2)These electric heaters are available in 480V units only. m ell",41 m, Designed for adding Electric Heat to 0 KW Units UL Listed Circuit Breaker Standard on 230/208V Models CUL Listed Toggle Disconnect Standard on 460V Models -AOO Models -BOO Models -COO Models Heat Pump 230/208-1 230/208-3 460-3 Models Heater Model# KW Heater Model# KW Heater Model# KW WH18 EHWH02A-AO4 4 N/A N/A EHWH02A-A08 8 WH24 EHWH02A-A04 4 EHWH24-BO6 6 EHWH24B-CO6 6 EHWH02A-A08 8 EHWH30-AO5 5 EHWH03-BO6 6 EHWC03A-CO6 6 WH30 EHWH30-AlO 10 EHWH03-BO9 9 EHWC03A-CO9 9 EHWH03A-C15 15 EHWH36-AO5 5 EHWH03-BO6 6 EHWC03A-CO6 6 WH36 EHWH36-AlO 10 EHWH03-BO9 9 EHWC03A-CO9 9 EHWH36-A15 15 E HWH36-B 15 15 EHWH03A-C15 15 EHWH42-A05 5 EHWH05-BO6 6 EHWH42-CO6 6 WH42 EHWH42-AlO 10 EHWH05-B09 9 EHWH05A-009 9 EHWH42-A15 15 EHlWH05-B15 15 EHWH05A-C15 15 EHWH04-AO4 4 EHWH05-BO6 6 EHWH05A-CO9 9 EHWH42-AO5 5 EHWH05-B09 9 EHWH05A-C15 15 WH483 EHWH42-AlO 10 E HWH05-B 15 15 EHWH42-A15 15 EHWH04-B18 18 EHWH04-A20 20 EHWH04-AO5 5 EHWH05-BO9 9 EHWH05A-CO9 9 EHWH04-AlO 10 EHWH05-B15 15 EHWH05A-C15 15 WH60 EHWH04-A15 is EHlWH04-B18 18 EHWH04-A20 20 1 NOTE: Field installed heater packages are not approved for use with top supply opening models. Not available for dehumidification models. Form No. S3210-209 Supersedes S3210-1008 Page 11 of 16 Single Circuit Dual Circuit Rated No.Field Minimum (D Minimum (D Maximum 0 Field it (D Maximum (D Field Q Ground Circuit External Fuse Power ®Ground Model Volts Power Circuit External Fuse Power wire Am acity or Ckt.Breaker Wire Size Wire Size and Phase Circuits Ampacity or Ckt.Brkr. Wire Size Ckt.A Ckt.B Ckt.A Ckt.B Ckt.A Ckt.B Ckt.A Ckt.B WH 185-AOO, AOZ 1 17 25 12 12 A04 230/208-1 1 38 40 8 10 0 A08 1 59 60 1 6 10 1 WH242-AOO, AOZ 1 18 25 10 10 A04 230208-1 1 39 40 8 10 0 A08 1 60 60 6 10 WH242-BOO,BOZ 230/208-3 1 15 20 12 12 B06 1 33 35 8 10 WH242-COO,COZ 460-3 1 8 15 14 14 1 17 20 12 12 WH301- Z* 1 24 35 8 10 am 230/20877rft*W= CD A10* 1 or 2 76 80 4 8 1 50 26 50 30 8 10 10 10 an� B06 230/208-3 1 37 40 8 10 CD B09* 1 46 50 8 10 WH301-COO,COZ, 1 10 15 14 14 C06 460-3 1 19 20 12 12 3 C09* 1 24 25 10 10 C15 1 26 30 10 10 WH303-AOO, AOZ' 1 22 30 8 10 A05* 230/208-1 1 48 50 8 10 CD A10* 1 or 2 74 80 4 8 48 26 50 30 8 10 10 10 WH303-BOO,BOZ- 1 17 20 10 10 B06 2301208-3 1 35 40 8 10 0 B09* 1 44 50 8 10 WH303-COO,COZ* 1 10 15 14 14 C06 460-3 1 19 20 12 12 (3)C09* 1 24 25 10 10 I-14Z —=��15 1 26 30 1 10 10 1 �WH361- 1 27 40 11 10 ftmimm MMMIM X.7-0-00-q W- -ommm=VM=r maw.xr*pw RIO—X-PHRIF W—F+7- 230/208-1 1 or 2 79 80 4 8 53 26 60 30 6 10 10 102 Z—!M=MMM9F W_05qR—W MMEERW WSM WR----W—W wom M—gjk--*99—$w WBT1 lews WH361-BOO,BOZ* 1 20 25 10 10 B06 F230/208-3 1 38 40 8 10 CD B09* 1 47 50 8 10 S B15 1 1 50 50 8 10 WH361-COO,COZ- 1 11 15 14 14 C06 460-3 1 20 20 12 12 CD C09* 1 25 25 10 10 0 C15 1 26 30 10 10 WH363-AOO,AOZ' 1 27 40 8 10 A05 230t2O8-1 1 53 60 6 10 CD A10* 1 or2 79 80 4 8 53 26 60 30 6 10 10 10 G A15 1 or 2 83 90 4 8 53 52 60 60 6 1 6 10 10 WH363-BOO,BOr 1 20 25 10 10 B06 230/208-3 1 38 40 8 10 (3)B09* 1 47 50 8 10 0615 1 50 50 8 10 WH363-COO,COZ* 1 11 15 14 14 C06 460-3 1 20 20 12 12 0 C09* 1 25 25 10 10 0 C15 1 1 26 30 110 10 0 Maximum size of the time delay fuse or HACR type circuit breaker for protection of field wiring conductors. (D Based on 75*C copper wire.All wiring must conform to the National Electrical Code and all local codes, Maximum KW that can operate with the heat pump on. These"Minimum Circuit Ampacity'values are to be used for sizing the field power conductors. Refer to the National Electrical Code(latest version).Article 310 for power conductor sizing. Caution: When more than one field power circuit is run through one conduct,the conductors must be derated. Pay special attention to note 8 of Table 310 regarding Ampacity Adjustment Factors when more than three(3)conductors are in a raceway. Not available on dehumidification models. *Available factory-built only with top outlet supply as an option. IMPORTANT. While this electrical data is presented as a guide,it is important to electrically connect properly sized fuses and conductor wires in accordance with the National Electrical Code and all local codes. Form No. S3210-209 Supersedes 53210-1008 Page 14 of 16 lClf 8403-060 Temperature & Humidity Controller RtRJTC7 31 1 j ,�ytr � A £ .0 3 � S ? t wt Features: • Programmable (7-day or 5+2) or non-programmable • Auto or manual changeover • Heat/Cool or Heat Pump • 1 or 2-stage compressors • Up to 3-stage Cool/3-stage Heat Humidity control (when configured for non-economizer) • Compatible with CS2000A1 Energy Monitor(operates as non-programmable) Dedicated ventilation output Menu driven display for ease of use • Can display space humidity whether actively controlling it or not • Outdoor sensor option, Bard PN 8403-061, can be used to: o Limit minimum outdoor temperature for cooling operation o Limit minimum outdoor temperature for heat pump operation o Inhibit electric heat operation for heat pumps above selected outdoor temperature • Remote indoor sensor option, Bard PN 8403-062, can be used to: o Use remote indoor sensor only(Controller Rev. 1.2 or higher) o Average remote indoor sensor and on-board sensor • Service information tracking------cumulative run time or calendar time o Air filter, humidifier, UV lamp, air cleaner • Selectable temperature range-----maximum heat and minimum cool • Test mode screen---manual operation of all outputs without having to raise/lower setpoints • Service Information screen: o Input status o Temperature status o System status Security Lockout options: o Temperature adjust only o Adjust temperature and mode only o Total keypad lockout • Backlight options: 30, 60, 90, 120-seconds or Continuous • Size: 6.25L x 4.25H x 1.25D (inches) • Terminals for HVAC: C, R, G, D/Y0, Y1, Y2, W1/E, W2, O/B, A, L • Terminals for Optional Sensors (10K-ohm): o Outdoor---GND, OD; Remote Indoor---GND, ID • Horizontal mount • Off-white color F1860-407 07/07/2009 TUL' 10: 46 FAX 503 749 4950 Modern Building Systems Z002/004 CITY OF PORT TOWNSEND 250 aladson s,reat,Suite I POtt To msttnd,WA 88368•(360)386-270t) BUSINESS LICENSE APPLICATION . '<P��,4SE;t3ry Ol bAiNF;C ►tr.y W;'." ' e Business Narew t I rphc t31}S}NESS i iCF[tSE NUs �-J! �� � KLI EXwRA71DRClaaa� ;; Business Location T6TAL jiW PAID`S, Slane 60E P.Q9? (� LRECEIPT ,— - Zanlrlq Oelsigrfation[tJegat 1leserlpttort(trimaired) NO,..._,. • (GWe paTW na.0 of*m InkrM 6a"is unkaoan) 0PROYALS; }Kailltu,)pdttrmssED ii BUS-Rhone 7 Bus.Feat 675 Describe what you tto: Opening date of business In base at�95 operatiortl; Port7ownserld: wlthln Gty fnn 9 7 od i-tat Lk}�'�` IrrroJdeytyr.l Q Yes O No Are you openong Out of a residenoel Q.YBs xNo Q> avnersRlp: -'KCbrpora3kn 13 Ltd.Uabinty Company 0 P3riner5hip Q Sole Proprietor O Trust !� Type of By RstaiL_? O Whefe5Ws ❑services *nstrv/ctYhn �l R PNrinting&Publishing Cl Miscellaneous '35 Federal I.D.No. `I "O 0 1 WA abate uBl tvo_ `i ' !l� - L& -7 I , . •��f,�s•�,bwlveA��+AarneRa�a�t coar�at'sAFs,•.11tsach sdd;uorla!-pegs tl ateceesery .. . Owner Nerve ) Title CLL 1'l�' Phone 603 }tome Adafws V n 6m, 1 city I Zip a owner Name �1'1 S T1tte.iL ti it, Phons(5 j z4O—00 y !tamp Address _Y )1 CRY state ZIP `��►�G�tltcr;�coi+r�at-rF;;<.' ��o-i:,,:,,• 'z _ _ Pttvl?c( 7 Address ! cell?hone( > Cny f ate Dip 9taskles6t utsre toatsyrt: 1 �� Annual Fee. 526.00 (JanU&y 1-Denember 31) Partial Fee: S1M (Jtey 1-De—bar3l) V;d you purohase an existing bUsIness? L3 Yes no Tatnp. Fee: 5125t1(90 days) Thia bualRo ss waa lem►erly opamind by_ Lit er+>=o Fee EE-0:0 Whose present address is: OtnerFms record Did you take Over•. Q Enure busineim Cl Pardon thereo (see reverse side) S 3.00 retentlon fee Date o/Takeover. t-ate Fee S (see rerer&e side) :' Pt EASE•AF�YlJ.1NSTAlIt ONSAf1f[T'GOMPAMADOfTJO11f/tL;i_' TOTAL AMOUNT DUE S 28.00 �.;:". ';lNF.ORMA�IQN'ON:R�lIFRSE-31DE�? '•.• 1 hereby certity,undw penWry of perjury,that the Inrarmatlan contothed irr fhIS appocadan s true and aernpteta le tfie brat of my&t1oM}8d9 , 17 a to wit a aws nd o mantes regulating the opemflon of thls bLsinese / ! 7/7 S 3i t e o4""ZZ-a " ntoUvO Title / Date (/J' RETVRN tt e 0 e i V e; T i m ec J u n. 6.Iu 2; 3 p, ADDRESS WITH A ctftacic MADE PAYABLE TO THE Cli if OF paR7 tnWN5ENu 6 61lI '01\1 Jul 'swaJsFs Chipjlna ujgn'' �?y:Z 60Gl 9Z ';l11f c OF QORT JOB o y�o Receipt Number: 09 0744",W,�F ' tReceipt Date 09108/2009 Cashier SWASSMER Payer/Payee Name PORT TOWNSEND SCHOOL DIST#50 p, m I � 'Amount ,, Fee. LPermit# "a, Parcel ` Fee Descrtption� AL Balance £ �� BLD09-122 101344003 Plan Review Fee $63.21 $63.21 $0.00 BLD09-122 101344003 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD09-122 101344003 Building Permit Fee $97.25 $97.25 $0.00 BLD09-122 101344003 Record Retention Fee for Building Per $5.00 $5.00 $0.00 Total: $170.46 3; MUM , Previous PaymentHrstory � Recei t# Receipt Date Fee Description:, .• pmount,Patd Permit# r Payment" x Check ay nenf lMethod' Number "` Im Amou t CHECK 3145 $170.46 Total: $170.46 genpmtrreceipts Page 1 of 1 ' PORT TOWNSEND SCHOOL DISTRIt„ .50 Vendor Key I Vendor Name Check Date Check Number Check Total CITY OF 004 ICITY OF PT TOWNSEND 08/31/2009 3145 $291.86 Invoice Number Invoice Description PO Number Invoice Date Gross Amt Discount Amt Ad'ustment Amt Net Amt 981 Blue Heron Portables Buildinc 8000800011 08/11/2009 121.40 0.00 0.00 121.40 982 Blue Heron Portables Buildinc 8000800011 08/11/2009 170.46 0.00 0.00 170.46 Totals $291.861 $0.001 $0.001 $291.86 1�+•.1 r� _yx.. ....x 'I _.t z L ,t�,x� •<�+ a. ;,f " +. ,', PORT'TOWNSENDSCHOOL,DISTRICTNO 50 � y r, r P ,TO THE TREASURER OF x CAP ITALPROJECTS. 3145. 450 FIR ST' s t .5 t JEFF.ERSON COUNTY 4''; y { PORT TOWNSEND,WA 98368 = PORTT&AsEND WASHINGTON Check Date Check Amount 08/31/2009 $291.86 Pay **Two Hundred Ninety-One Dollars & 86 Cents Cap Fund To the CITY OF PT TOWNSEND Order 250 MADISON ST STE 1 Of: PORT TOWNSEND WA 98368 'a. ti E'T 115000 3 1 4 511' I: L 2 3 3088 2 D: 10400006 5 L 741I' -� MODERN BUILDING SYSTEMS, INC. JOB— 54°X(O+ `�'�� �-�•`�'' 9493 Porter Rd. SE P.O. Box 110 SHEET NO- Of AUMSVILLE, OREGON 97325 CALCULATED BY�--- DATE_c: _ (503) 749-4949 Fax(503) 749-4950 CHECKED BY__ DATE SCALE_ is i : I j - --- -r— r---r ; ' X , , i i f ; I i I e i ! �-- --r 7 ---- i I r C . , , i � t , f i 1 --_� - - - - - -- 7 —+ i t ' , --- I - JUN 2 6 20'09 , I ;- -- - - - -- - --� - --�- --- - - ! os 4S'c'„ } �- - - -- -- - - - f - '} �- nIFESs JI L -—- -- - — E '' I msv �. ; •' j I 1 � � t i � r �' -- 1 . f t _ t 1 r. tmwa roger ftd.SE P.O. t?ox 110 acurKo. p 7 I OF AUMSVIU.E,OREGON 97325 (503) 749-4949 CAL«xaTM eY DATE. Fax (503) 749-4950 CFIC-CKE09Y pAn . SCALL BENDING STRESSES -DESIGN Fb= Fb(CD CM CT CF CV Cfu CR C() Fb FIBER STRESS IN BENDING CF SIZE FACTOR CR REPETITIVE FACTOR CD DURATION FACTOR FLOORS OR ROOFS ROOFS 0 3 U u- O u p ] z �= z P A c" SIZE SPEICIES Fb CF CA A 3 A CD q A JOISTS AND RAFTERS 2x8 DF#I&BTR 1.8 1150 si 1.2 1.15 1587 psi 1.15 1925 psi. DF#1 1.7 1000 psi 12 1.15 1380 psi 1.15 1587 psi DF#2 1.6 875 psi 12 1.15 1208 psi 1.15 1389 psi SPF#2&BTR IA 875 psi 12 1.15 1208 psi 1.15 1389 si HF#2&BTR 1.3 850 psi 12. 1.15 . 1173 psi 1.15 1349 psi 2x10 DF Seled Saud"(SS) 1.9 I450 psi 1.1 1.15 1834 psi 1.15 2109 psi DF#I&BTR 1.8 1150PS1 1.1 1.15 1455 psi 1.15 1673 psi DF#I 1.7 1000 psi. 1.1 1.15 1265'psi 1.15 1455 psi I1 1.5 950 1.1 1.15 1202 psi 1.15 1382 psi lSPF#1 -l A 875 psi 1.1 1.15-- 1107 psi. 1.15 I273 i SPF#2&BTR IA 875 1.1 1.15 1107 psi 1.15 1273 psi DM do BTR 1.6 875 psi 1.1 1.15 1107 psi 1.15 1273 psi flF#2&BTR 1.3 850 i 1.1 1.15 1075 psi L I5 1237 psi HEADERS 4X4 DM 1.6 875 psi 1.5 MA 1313 psi 1.15 1509 psi DF S&B IA 550 psi . 1.0 N/A 550 psi 1.15 633 psi Ax6 DF#2 1.6 875 i 1.3 WA 1138 psi 1.15 1308 psi 4x8 DF#2 1.6 875 psi 1.3 N/A 1138 i 1.1511308 si 4x10 DFIt2 i.6 875.psi 12 N/A. 1050 psi 1.1208 psi MODERN BUILDING SYSTEMS, INC. JOB-- 9493 Porter Rd. SE P.O. Box llO SHEET NO AUMSVILLE, OREGON 97325 CALCULATED BY-_ DATI! (503) 749-4949 Fax(503) 749-4950 CHECKED BY DATE SCALE tf-- T 0! tt 5lb J ]AXj*--4.-4-DA- (�f�! Jj t k ;4 t2A 7r,'rz J �q qe I L 3,5 ------------ 7 Zlf -- --4�tL_'zt. -ll---�--- ( �3g�i1z2�qa3°�- �t-� -- i -- --- -�—�-- =--+---�--�--- --t k Ax4g-kA -1 -J ------ f -4 1 j Newberg Y UNIFORM LOAD: Dead Load = 12 psf Live Load = 25 psf OC spac 'g = 2 ft 0 ft 0 ft <- - - - --> I BM-rafter I <- - - - - -> I 1 . 5x 7 . 25 . 5 k 5 k 1 <- --- - ---- - ------ - - --> 1 13 . 58 ft Beam Mark rafter -- - - -- ----- ------ - --- -- - - - - --- WOOD BEAM - DESIGN CRITERIA BEAM SIZE 1 . 5 x 7 . 25 - - - - - - - ------------ - -- -- - ---- - - - - -- - -- - 1 . Allowable Bending,psi : Fb = 1587 Bending stress : +M fb = 1558 psi 2 . Allowable Shear, psi : Fv = 95 for +M = 1 . 71 k-ft 3 . Mod of Elasticity, psi : E = 1700000 -M fb = 0 psi 4 . Duration of load factor = 1 . 15 for -M = 0 k-ft 5 . Live Load: Deflection < L / 180 6 . D+L Load: Deflection < L / 200 Shear stress : fv = 63 psi 7 . Unbraced top edge for V = . 46 kips in region of +M (ft) : Lu = 0 8 . Unbraced bottom edge Dead Load Deflection = . 227 in in region of -M (ft) : Lu = 0 Live Load Deflection = . 472 in 9 . Eff span lgth ratio: le/lu= 1 . 92 = L/ 344 L0 . Allowed overstress : (.) /100= . 01 D+L Load Deflection = . 699 in Ll . Exact Beam WIDTH (in) b = 1 . 5 = L/ 233 Allowable bending stress : for +M: F 'b = 1825 psi for -M: F ' b = 1825 psi Mac ► t.•,��(L(� .,34._ UNIFORM LOAD: Dead Load = 12 psf Live Load = 25 psf OC spac 'g = 7 . 42 ft 0 ft 0 ft <--- -- -> I BM-hdr I > 1 3 . 5x 3 . 5 1 1 . 44 k . 44 k 1 <---- - --- -- - - --- - -- - -> 1 3 . 2 ft Beam Mark hdr -- -- - - - - - - ---- ------- --- ------ -- - - - -- - - WOOD BEAM - DESIGN CRITERIA BEAM SIZE 3 . 5 x 3 . 5 --- -- - - - -- - --------- -- - ---- --- -- - --- -- - 1 . Allowable Bending,psi : Fb = 550 Bending stress : +M fb = 590 psi 2 . Allowable Shear, psi : Fv = 95 for +M = . 35 k-ft 3 . Mod of Elasticity, psi : E = 1400000 -M fb = 0 psi 4 . Duration of load factor = 1 . 15 for -M = 0 k-ft 5 . Live Load: Deflection < L / 360 6 . D+L Load: Deflection < L / 240 Shear stress : fv = 44 psi 7 . Unbraced top edge for V = . 36 kips in region of +M (ft) : Lu = 0 8 . Unbraced bottom edge Dead Load Deflection = . 012 in in region of -M (ft) : Lu = 0 Live Load Deflection = . 025 in 9 . Eff span lgth ratio: le/lu= 1 . 92 = L/ 1536 10 . Allowed overstress : (.) /100= . 01 D+L Load Deflection = . 037 in 11 . Exact Beam WIDTH (in) : b = 3 . 5 = L/ 1037 Allowable bending stress : for +M: F' b = 632 psi for -M: F' b = 632 psi Mac UNIFORM LOAD : Dead Load = 12 psf Live Load = 25 psf OC spac 'g = 7 . 42 ft 0 ft 0 ft <-- ----> I BM-hdr I <-- - - - -> I 3 . 5x 3 . 5 . 56 k 56 k 1 <- - -- - - --- - - - -- - - - - - -> 4 . 1 ft Beam Mark hdr - - - - - -- - - - - -- - -- -- - - - - --- -- - - - WOOD BEAM - DESIGN CRITERIA BEAM SIZE 3 . 5 x 3 . 5 - -- - - - - - - - - - - - ---- -- ------- - - - -- - ---- - - 1 . Allowable Bending,psi : Fb = 1313 Bending stress : +M fb = 969 psi 2 . Allowable Shear, psi : Fv = 95 for +M = . 58 k-ft 3 . Mod of Elasticity, psi : E = 1700000 -M fb = 0 psi 4 . Duration of load factor = 1 . 15 for -M = 0 k-ft 5 . Live Load: Deflection < L / 360 6 . D+L Load: Deflection < L / 240 Shear stress : fv = 59 psi 7 . Unbraced top edge. for V = . 48 kips in region of +M (ft) : Lu = 0 8 . Unbraced bottom edge Dead Load Deflection = . 027 in in region of -M (ft) : Lu = 0 Live Load Deflection = . 055 in 9 . Eff span lgth ratio : le/lu= 1 . 92 = L/ 886 L0 . Allowed overstress : (.) /100= . 01 D+L Load Deflection = . 082 in L1 . Exact Beam WIDTH (in) : b = 3 . 5 = L/ 599 Allowable bending stress : for +M: F ' b = 1509 psi for -M: F 'b = 1509 psi Mac UNIFORM LOAD: UNIFORM LOAD : UNIFORM LOAD : Dead Load = 188 psf Dead Load = 188 psf Dead Load = 188 psf Live Load = 3,50 psf Live Load = 350 psf Live Load = 350 psf OC spac ' g = 1 ft OC spac ' g = 1 ft OC spac ' g = 1 ft BM-1 3x 19 . 5 6 . 3 k 10 . 92 k 10 . 92 k 6 . 3 k I <- - - - - - -- -- ----- - ---- - - -> 1 <- - - --- --- - - ------- - -> k- - - - - - - - - - - - - - - - -- - - - - - >I 29 ft 6 ft 29 ft Beam Mark 1 -- - - - - - - - ------ - - - 7 -- ---- - - - -- GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 3 x 19 . 5 -- - - - --- -- - - - -- - --- - - --- -- - - -- - - - - -- -- - 1 . Allowable Bending, psi : Fb = 2750 Bending stress : +M fb = 2328 psi 2 . Allowable Shear, psi : Fv = 285 for +M = 36 . 88 k-ft 3 . Mod of Elasticity, psi : E 2000000 -M fb =-2748 psi 4 . Duration of load factor = 1 . 15 for -M =-43 . 54 k-ft 5 . Live Load: Deflection < L / 180 6 . D+L Load: Deflection < L / 240 Shear stress : fv = 216 psi 7 . Unbraced top edge for V = 8 . 43 kips in region of +M (ft) : Lu = 0 8 . Unbraced bottom edge Dead Load Deflection = . 434 in in region of -M (ft) : Lu = 0 Live Load Deflection = . 808 in 9 . Eff span lgth ratio : le/lu= 1 . 92 = L/ 430 10 . Allowed overstress : (0 /100= . 01 D+L Load Deflection = 1 . 243 in 11 . Exact Beam WIDTH (in) : b = 3 = L/ 280 Allowable bending stress : for +M: F 'b = 2996 psi for -M: F 'b = 2996 psi Mac UNIFORM LOAD : UNIFORM LOAD : Dead Load = 188 psf Dead Load = 188 psf Live Load = 350 psf Live Load = 350 psf OC spac 'g = 1 ft OC spac 'g = 1 ft BM-1 3x 24 6 . 46 k 21 . 52 k 6 . 46 k <--------- - - - -- --- - --d <- - - - - - - --- - - - - - - - - - - - - ->I 32 ft 32 ft Beam Mark 1 -- - - - - - - - - - ---- - -- - - - - - - --- --- - - - - - - - - - GLU-LAM BEAM - DESIGN CRITERIA BEAM SIZE 3 x 24 - - - - - - - - --- --- -- -- - - - --- -- - --- - -- - - - --- 1 . Allowable Bending, psi : Fb = 2750 Bending stress : +M fb = 1614 psi 2 . Allowable Shear, psi : Fv = 285 for +M = 38 . 74 k-ft 3 . Mod of Elasticity, psi : E = 2000000 -M fb =-2869 psi 4 . Duration of load factor = 1 . 15 for -M =-68 . 86 k-ft 5 . Live Load: Deflection < L / 180 6 . D+L Load: Deflection < L / 240 Shear stress : fv = 202 psi 7 . Unbraced top edge for V = 9 . 68 kips in region of +M (ft) : Lu = 0 8 . Unbraced bottom edge Dead Load Deflection = . 257 in in region of -M (ft) : Lu = 0 Live Load Deflection = . 478 in 9 . Eff span lgth ratio : le/lu= 1 . 92 = L/ 803 10 . Allowed overstress : (.) /100= . 01 D+L Load Deflection = . 735 in 11 . Exact Beam WIDTH (in) : b = 3 = L/ 522 Allowable bending stress : for +M: F ' b = 2928 psi for -M: F ' b = 2928 psi Column(2000 International Building Code(97 NDS) 1 Ver: 6.00.62 By: Ken Rasmussen , Modern Building Systems,lnc. on: 05-03-2005 : 08:01:45 AM Project: Mac- Location: Mcminnville Summary: 3.5 IN x 3.5 IN x 9 FT/Standard- Douglas Fir-Larch - Dry Use Section Adequate By: 34.7% Vertical Reactions: Live: Vert-LL-Rxn= 2102 LB Dead: Vert-DL-Rxn=. 1160 LB Total: Vert-TL-Rxn= 3262 LB Axial Loads: Live Loads: PL= 2102 LB Dead Loads: PD= 1129 LB Column Self Weight: CSW= 31 LB Total Loads: PT= 3262 LB Eccentricity(X-X Axis): ex= 0.00 IN Eccentricity(Y-Y Axis): ey= 0.00 IN Axial Duration Factor: Cd-Axial= 1.00 Column Data: Length: L= 9.0 FT Maximum Unbraced Length (X-X Axis): Lx= 9.0 FT Maximum Unbraced Length (Y-Y Axis): Ly= 1.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X-X Axis): dx= 3.50 IN Column Section (Y-Y Axis): dy= 3.50 IN Area: A= 12.25 I N2 Section Modulus(X-X Axis): Sx= 7.15 I N3 Section Modulus(Y-Y Axis): Sy= 7.15 IN3 Slenderness Ratio: Lex/dx= 30.86 Ley/dy= 3.4 Properties For: Standard-Douglas Fir-Larch Compressive Stress: Fc= 1400 PSI Modulus of Elasticity: E= 1400000 PSI Bending Stress (X-X Axis): Fbx= 575 PSI Bending Stress(Y-Y Axis): Fby= 575 PSI Adjusted Properties: Fc': Fc'= 408 PSI Adjustment Factors: Cd=1.00 Cp=0.29 Column Calculations (Controlling Case Only): Controlling Load Case:Axial Total Load Only (L+ D) Compressive Stress: fc= 266 PSI Allowable Compressive Stress: Fc'= 408 PSI k1v 6,,,,r-q Column[AISC 9th Ed ASD 1 Ver: 6.00.62 By: Ken Rasmussen , Modern Building Systems,lnc. on: 05=03-2005 : 08:04:19 AM Project: Mac- Location: Mcminnville Summary: 3 X 3 X 3/16 TS-ASTM A500 x 9.0 FT Section Adequate By:48.2% Vertical Reactions: Live: Vert-ILL-Rxn= 6993 LB Dead: Vert-DL-Rxn= 3818 LB Total: Vert-TL-Rxn= 10811 LB Axial Loads: Live Loads: PL= 6993 LB Dead Loads: PD= 3756 LB Column Self Weight: CSW= 62 LB Total Loads: PT= 10811 LB Eccentricity(X-X Axis): ex= 0.50 IN Eccentricity(Y-Y Axis): ey= 0.00 IN Column Data: Lenqth: L= 9.0 FT Maximum Unbraced Lenqth (X-X Axis): Lx= 9.0 FT Maximum Unbraced Length(Y-Y Axis): Lv= 9.0 FT Column End Condition: K= 1.0 Column Bendinq Coefficient: Cm= 1.0 Properties for:3 X 3 X 3/16 TS/A500 Steel Yield Strenqth: Fv= 46 KSI Modulus of Elasticity: E= 29000 KSI Column Section: (X-X Axis): dx= 3.00 IN Column Section: (Y-Y Axis): dy= 3.00 IN Column Wall Thickness: t= 0.188 IN Area: A= 2.02 IN2 Moment of Inertia(X-X Axis): Ix= 2.60 IN4 Moment of Inertia(Y-Y Axis): ly= 2.60 IN4 Section Modulus(X-X Axis): Sx= 1.73 IN3 Section Modulus (Y-Y Axis): Sy= 1.73 IN3 Radius of Gyration (X-X Axis): rx= 1.13 IN Radius of Gyration (Y-Y Axis): ry= 1.13 IN Column Compression Calculations: KUr Ratio (X-X Axis): KLx/rx= 95.6 KL/r Ratio (Y-Y Axis): KLy/ry= 95.6 Controllinq Direction for Compression Calculations: (Y-Y Axis) Column Slenderness Ratio: Cc= 111.6 Allowable Compressive Stress: Fa= 15250 PSI Compressive Stress: fa= 5352 PSI Column Bendinq Calculations: Controllinq Load Case:Axial Total Load (D + L) Eccentricity Moment(X-X Axis): Mx-ex= 448 FT-LB Eccentricity Moment(Y-Y Axis): My-ev= 0 FT-LB Lateral Load Moment Including Eccentricity(X-X Axis): Mx-Lat= 448 FT-LB Bendinq Stress (X-X Axis): fbx= 3107 PSI Bendinq Stress (Y-Y Axis): fby= 0 PSI Flanqe Bucklinq Ratio: FBR= 16.00 Allowable Flanqe Bucklinq Ratio: AFBR= 28.01 Allowable Bendinq Stress: Fbx=Fby= 28 KSI Combined Stress Calculations: Euler's Stress (X-X Axis): Fex'= 16348 PSI Euler's Stress (Y-Y Axis): Fev'= 16348 PSI Usinq AISC Formula H1-1: CSF(1)= 0.52 Usinq AISC Formula H1-2: CSF(2)= 0.31 Usinq AISC Formula 111-3: CSF(3)= 0.46 Controlling Combined Stress Factor: CSF(1) Controls : 0.52 Column(AISC 9th Ed ASD 1 Ver: 6.00.62 By: Ken Rasmussen , Modern Building Systems,Inc. on: 05-03-2005 : 6:07:13 PM Proiect: Mac- Location: mcminnville Summary: 3 X 3 X 3/16 TS-ASTM A500 x 11.2 FT Section Adequate By: 26.4% Vertical Reactions: Live: Vert-LL-Rxn= 6993 LB Dead: Vert-DL-Rxn= 3833 LB Total: Vert-TL-Rxn= 10826 LB Axial Loads: Live Loads: PL= 6993 LB Dead Loads: PD= 3756 LB Column Self Weight: CSW= 77 LB Total Loads: PT= 10826 LB Eccentricity(X-X Axis): ex= 0.50 IN Eccentricity(Y-Y Axis): ey= 0.00 IN Column Data: Length: L= 11.2 FT Maximum Unbraced Length(X-X Axis): Lx= 11.2 FT Maximum Unbraced Length (Y-Y Axis): Ly= 11.2 FT Column End Condition: K= 1.0 Column Bending Coefficient: Cm= 1.0 Properties for:3 X 3 X 3/16 TS/A500 Steel Yield Strength: Fy= 46 KSI Modulus of Elasticity: E= 29000 KSI Column Section: (X-X Axis): dx= 3.00 IN Column Section: (Y-Y Axis): dy= 3.00 IN Column Wall Thickness: t= 0.188 IN Area: A= 2.02 IN2 Moment of Inertia (X-X Axis): Ix= 2.60 IN4 Moment of Inertia (Y-Y Axis): ly= 2.60 IN4 Section Modulus (X-X Axis): Sx= 1.73 IN3 Section Modulus (Y-Y Axis): Sy= 1.73 IN3 Radius of Gyration (X-X Axis): rx= 1.13 IN Radius of Gyration (Y-Y Axis): ry= 1.13 IN Column Compression Calculations: KL/r Ratio(X-X Axis): KLx/rx= 118.9 KL/r Ratio (Y-Y Axis): KLy/ry= 118.9 Controlling Direction for Compression Calculations: (Y-Y Axis) Column Slenderness Ratio: Cc= 111.6 Allowable Compressive Stress: Fa= 10556 PSI Compressive Stress: fa= 5359 PSI Column Bending Calculations: Controlling Load Case:Axial Total Load (D+ L) Eccentricity Moment(X-X Axis): Mx-ex= 448 FT-LB Eccentricity Moment(Y-Y Axis): My-ey= 0 FT-LB Lateral Load Moment Including Eccentricity(X-X Axis): Mx-Lat= 448 FT-LB Bending Stress(X-X Axis): fbx= 3107 PSI Bending Stress (Y-Y Axis): fby= 0 PSI Flange Buckling Ratio: FBR= 16.00 Allowable Flange Buckling Ratio: AFBR= 28.01 Allowable Bending Stress: Fbx=Fby= 28 KSI Combined Stress Calculations: Euler's Stress (X-X Axis): Fex'= 10556 PSI Euler's Stress(Y-Y Axis): Fey'= 10556 PSI Using AISC Formula H1-1: CSF(1)= 0.74 Using AISC Formula 111-2: CSF(2)= 0.31 Using AISC Formula 111-3: CSF(3)= 0.62 Controlling Combined Stress Factor: CSF(1) Controls : 0.74 Port Townsend UNIFORM LOAD: UNIFORM LOAD: Dead Load = 10 psf Dead Load = 10 psf Live Load = 25 psf Live Load = 25 psf OC spac'g = 2 ft OC spac 'g = 2 ft BM-subrafter 1 .5x 3 .5 " . 17 k 57 k . 17 k <--------------------> I <----------------------->I 6 .5 ft 6 . 5 ft Beam Mark subrafter ------------------------------ --------- WOOD BEAM - DESIGN CRITERIA BEAM SIZE 1 . 5 x 3 .5 ------------------------------ --------- 1 . Allowable Bending,psi : Fb = 1250 Bending stress : +M fb = 815 psi 2 . Allowable Shear, psi : Fv = 95 for +M = .21 k-ft 3 . Mod of Elasticity, psi : E = 1600000 -M fb =-1449 psi 4 . Duration of load factor = 1 . 15 for -M =- . 37 k-ft S . Live Load: Deflection < L / 180 6 . D+L Load: Deflection < L / 240 Shear stress : fv = 75 psi 7 . Unbraced top edge for V = .26 kips in region of +M (ft) : Lu = 0 8 . Unbraced bottom edge Dead Load Deflection = . 037 in in region of -M (ft) : Lu = 0 Live Load Deflection = . 094 in 9 . Eff span lgth ratio: le/lu= 1 . 92 = L/ 832 10 . Allowed overstress : (%) /100= . 01 D+L Load Deflection = . 131 in 11 . Exact Beam ,WIDTH (in) : b = 1 .5 = L/ 594 Allowable bending stress : for +M: F'b = 1437 psi for -M: Flb = 1437 psi N v F miWkff=� o. MODERN BUILDING SYSTEMS, INC.Cholc�e..." 12-1 of Telephone(5031749-4949 F)az(503)749.4950 P.O. Box i 10.9493 Porter Road.Aumsvnie.OR 97325 ukol: SO Z�oCcoed oUC� CZ1 �tkwtS. C711)►1 U,`4oPS> sn C(.33� CA let, O'1 1 ,� �0�(.33� GR7— �,qZ ( 0 5 1 � 2®2 doe is a� tzstk33) sF- Zx8cw C 1(0 Fqz--Z( T"4. S) 4Zo TIDEWATER UNIFORM LOAD: UNIFORM LOAD: Dead Load = 10 psf Dead Load = 10 psf Live Load = 50 psf Live Load = 50 psf OC spac 'g = 1 . 333 ft OC spac'g = 1 .333 ft BM-JOIST 1 . 5x 5 . 5 . 21 k . 69 k . 21 k <--------------------> ' <-----------------------> ' 6. 92 ft 6. 92 ft Beam Mark JOIST WOOD--BEAM --DESIGN-CRITERIA -BEAM SIZE 1 . 5 x 5 . 5 1 . Allowable Sendin g, psi : Fb = 1210 Bending stress: +M fb = 427 psi 2. Allowable- Shear, psi : Fv- = 95 for +M = . 27 k-ft 3. -Mod of Elasticity, psi : E = 1600000 -M fb =-760 psi 4. Duration of load factor" = i for -M = k- 5. Live Load: Deflection < L / 360 -.48 ft 6. D+L Load: Deflection <• L / 240 Shear stress: fv = 56 *psi 7. Unbraced top edge for V = .31 kips in region of +M (ft ) : Lu = 0 8. Unbraced bottom edge Dead Load Deflection = .008 in in region of -M (ft ) : Lu = 0 Live Load Deflection = .041 in S. Eff span lgth ratio: le/lu= 1 .92 = L/ 2008 1O. .Atlowed overstress: O/t00= .01 D+L Load Deflection = .05 in it . Exact Beam WIDTH (in) : b = 1 .5 = L/ 1674 Allowable bending. stress: for +M: F'b = 1210 psi for -1 : F'b = 1210 psi TIDEWATER • t�ci:-3,1F UNIFORM LOAD: UNIFORM LOAD: Dead Load = 10 psf Dead Load = 10 psf Live Load = 0 psf Live Load = 0 psf OC spac ' g = 1 .333 ft OC spac'g = 1 .333 ft CONCENTRATED LOADS: P - 1 DI_ = 0 kips LL- = . 188 kips X = . 7 ft P - 2 DL = 0 kips LL = . 63 kips X = 1 . 95 ft P - 3 DL = 0 kips LL = . 188 kips X = 3.2 ft , BM-JOIST 1 .5x 7.25 . 69 k � . 52 k -, 03 k <-------------------- -----------------> 6. 92 ft 6. 92 ft Beam Mark JOIST WOOD_-BEAM--=--DESIGN-CRITERIA BEAM SIZE 1 .5 x 7.25 1 . Allowable Sending,psi : Fb = 1210 Sending stress: +M fb = 982 psi 2. AlTowable •Shear, psi : Fv = 95 for +M = 1 .07 k-ft . 3. Mod bf Elasticity, -psi : E = 1660000 -M fb =-469 psi 4. Our-at ion .of. load factor = 1 for -M =-.51 k-ft 5. Live Load: Deflection < C / 360 6: D+L Load: Deflection < L / 240 Shear stress: fv = 95 -psi 7. Unbraced top edge for V = .69 kips in region of +M (ft ) : Lu = 0 8. Unbraced bottom edge Dead Load Deflection = .004 in in region of -M (ft ) : Lu = 0 Live Load Deflection = .083 in 9. Eff span igth ratio: le/iu= • 1 .92 = L/ 999 10. Allowed overstiress: (%)/100= .01 D+L Load Deflection = .087 in 11 . Exact Beam WIDTH ( in) : b = 1 . 5 = L/ 957 Allowable bending stress: for +M: F'b = 1210 psi for -M: F'b = 1210 psi TIDEWATER t vu --- UNIFORM LOAD: UNIFORM LOAD: Dead Load = 10 psf Dead Load = 10 psf Live Load = 0 psf Live Load = .0 psf OC spac ' g = 1 .333 ft OC spac 'g = 1 . 333 ft CONCENTRATED LOADS: P - 1 DL = 0 kips LL = . 188 kips X = 2.21 ft P - 2 DL = 0 kips LL =-. . 63 kips X = 3.46 ft P - 3 DL = 0 kips LL = . 188 kips X = 4.71 ft 6M-JOIST 1 .5x 7.25 .45 k .8 k -,06 k <-------------------->; <----------------------- 6. 92 ft 6. 92 ft seam Mark JOIST WOOD ._ BEAM _ DESIGNCRITERIA BEAM SIZE 1 . 5 x 7.25 - -- -- - ------ 1 . Allowable 8ending,psi: Fb. = 1210 sending stress: +M fb '= 1128 psi 2.. Al lo_wable Shear, Psi : ' Fv 95 for +M = 1 .23 k-ft 3'. Mod of Elasticity, psi E = 1600000 -M fb =-640 psi 4. Duration of..lodd factor = 1 for -M =-. 7 ' k-ft S. Live Load: Defiection '< L / 360 6. D+L Load: Deflection < l / 240 Shear stress: fv = 89 - psi 7--: Unb-raced top edge for V = . 64 kips in region of +M (ft ) : Lu = 0 8. Unbraced bottom edge Dead Load Deflection = .00.4 in in region of -M ( ft ) : Lu = 0 Live Load Deflection = . 405 in 9. Eff span igth ratio: le/lu= 1 . 92 = L/ 789 10. Allowed overstress: (%)/100= .01 D+L Load Deflection = . 109 in 11 . Exact seam WIDTH ( in) : b = 1 . 5 = L/ 763 Allowable bending stress : for +M: F' b = 1210 psi for -M: F' b = 1210 psi TIDEWATER UNIFORM LOAD: UNIFORM LOAD: Dead Load = 10 psf Dead Load = 10 psf z0 5p-7C� w Live Load = 125 psf Live Load = 125 psf OC spac'g = 1 . 333 ft OC spac'g = 1 . 333 ft BM-JOIST 1 . 5x 7 . 25 " . 47 k 1 . 56 k . 47 k <-----------.---------> ; <-------- 6. 92 ft 6. 92 ft ----> Beam Mark -JOIST ------------------------------ WOOD BEAM - DESIGN CRITERIA BEAM SIZE 1 . 5 x 7 . 25 ---------------------- --------- 1 . Allowable Bending, psi : Fb = 1210 Bending stress: +M fb. = 553 psi 2. Allowable Shear, psi : Fv = 95 for +M = .61 k-ft 3. Mod of Elasticity, psi : E = 1600000 -M fb =-984 psi . 4. Duration of load factor = 1 for -M =-1 .08 k-ft 5. Live Load: Deflection < L / -360 6. D+L Load: Deflection < L / 240 Shear stress: fv = 9.2 psi - - 7. Unbraced• top edge for V = . 67 kips 'in region. of +M (ft ) : Lu = 0 S. Unbraced bottom edge Dead Load Deflection = .004 in in region of -M (ft ) : Lu = 0 Live Load Deflection = .045 in 9. Eff span lgth ratio: le/lu= 1 .92 = L/ 1840 10. Allowed overstress: (%)/100= .01 D+L Load Deflection = .049 in 11 . • Exact Beam WIDTH ( in) : b 1 .5 = L/ 1704 Allowable . bending stress: for +M: F'b = 1210 psi for -M: F'b = 1210 psi uS� ZX6Dr L4Wa(fa`e� MODERN BUILDING SYSTEMS, INC. JOB 5(oyu �' 9493 Porter Rd. SE P.O. Box llO SHEET NO.__ _4 OF AUMSVILLE, OREGON 97325 CALCULATED BY DATE (503) 749-4949 � Fax (503) 749-4950 CHECKED BY DATE—(�l SCALE 6. (s -7)(G AD � 'Z S.zr c�.-_i =�3 -,� _ � � N(ZGo )-- f \o "-I I ia- In 44 ,-(Dlo- 2i 4 G.5 2' + 13s7 `_ CZ�159 15 ._�_3 .- 6,AGel toil bid L+47 1-3Z I z 4—� tcl u Lzll 1 A-- • 4- ) 5 "�L�t_9` 44L 1t..3.__t�S _ '_LI-�1`Llb�s. i '—+-J —i- --g- � z LS (14 3z' "I L 5� I t 4151 OL' 4�k[L • IL 4--L f, I Qe z 1,- vj— (!�(Z--�-T -t* &Z.!A D, I Ll t- w-o- MODERN BUILDING SYSTEMS, INC. JOB 9493 Porter Rd. SE P-O. Box 110 SHEET No. `;CJ►-2_ of l5;A=3 - AUMSVILLE, OREGON 97325 CALCULATED BY DATE- O - (503) 749-4949 Fax (503) 749-4950 CHECKED BV DATE SCALE , I 9 )PLC : S U_,u �41euE mo o ._ _use H►p �flb _(vie ��°�� BW�o�-' �'q Z P1k �Nu' , I co+ I -� P� - -o Mtn! I Y 1 bo i lg3PL� I I 1 ' 'U.. ktpLr 3� 1 - -�1.3_Qu T— _ - { - 711Q i T .3 i ff , t--4 --- t -- - -- -�- 1 Zr - , - 1 I UFA The input zip-code is 97128 . ZIP CODE 97128 LOCATION 45.2066 Lat. -1.2.3.21.67 Long. DISTANCE TO NEAREST GRID POINT 1.5038 kms NEAREST GRID POINT 45.2 Lat. -123.2 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10%PE in 50 yr 5%PE in 50 yr 2%PE in 50 yr PGA 19. 653740 27 . 431240 38. 986320 0.2 sec SA 47.028950 _ 64 . 387894 109.716698 0. 3 sec SA 43.532570 62. 577831, 105.849403 1 . 0 sec SA 20.289940 30.524040 45.384289 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - The input zip-code is . Zip code is zero and we go to the end and stop. PROJECT INFO: Home Page SEISMIC HAZARD:Hazard byLigCode htip://eqint.cr.usgs.gov/eq/cgi-bin/zipcode.cgi 5/3/2005 MODERN BUILDING SYSTEMS, INC. JOB_S_ 9493 Porter Rd. SE P.O. Box 110 SHEET NO. 1��'��` or_r»D ..Z AUMSVILLE, OREGON 97325 CALCULATED BY V-Af�-. 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