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HomeMy WebLinkAbout09121 CERTIFICATE OF OCCUPANCY C I T Y O P1 Of- RT7 T tW,,, NSEND DEVELOPMFT5VICESDEPARTMENT f This certificate is issued n accordance with the pro irs o.ris off the International Building Code as adopted and amended by thee' City o�f.�'ort �okwnsen�d. At,the time of issuance, the indicated structure and use was deemed to be yin complan.ce wh the various codes and ordinances of the City of Port Townsend`regulating eyo ,strut i'on�use and occupancy of buildings. a Property Owner: Porn Town tend Se*hoo, District Nme`of Bu�sness Blue Heron Middle #50" �� r ��, School Y Building Address: 3339�,an Juan.-4ve. Occupa«ncy o p: E r ` '4 Type of Zo k P/OS Construction: Date Issued: September 3, 2009 Permit Number: BLD09-121 BLD09-122 tl'�77— Building Official QORTr CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND 9� WA Development Services Department 250 Madison Street, 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, BLD09-121 ISSUED DATE EXPIRATION DATE 12/23/2009 ADDRESS 3939 SAN JUAN AVE. CONSTRUCTION TYPE V- B OCCUPANT LOAD OWNER PORT TOWNSEND SCHOOL DIST#50 PROJECT DESCRIPTION 4 MODULAR CLASSROOMS CONTRACTOR MODERN BUILDING SYSTEMS, INC. LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT TESC FOOTING FOUNDATION PIERS SLAB CONCRETE --��-- FRAMING 2 GWB FPP-FINAL FINAL BUILDING INSULATION MISCELLANEOUS TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. I Department of Labor and Industries Paid Date C Check Fe _ Factory Assembled Structures f •' S ,�0 PO Box 44430 NOTIFICATION TO LOCAL ENFORCEMENT AGENCY Olympia WA 98504-4430 Date www.lca e sensitive) een tive) / 611612009 M 93 (case sensitive) The Factory-Built unit identified below requires completion work at the site Mfg as specified. Modern Building Systems, Inc. owners name Mfgr's serial no. Dept.serial no. Port Townsend School District 2009-46-2 Installation address Type of construction Occupancy ETA at site 3939 Son Juan Ave. (/B E City ZIP+4 County Phone number Port Townsend WA 98366 Jefferson 503-749-4949 Installation site is in: City a County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE BUILDING DEPARTMENT ELECTRICAL DEPARTMENT %vww.wa bo.org/ %1.-i-,,Ns-.wa.gov/InUelectricaU INSERT NAVE AND ADDRESS IN SHADED AREA INSERT NAME AND ADDRESS IN SHADED AREA To: Cityof Port Townsend To: �� Woshington Lcfl- h'C`CT C��L S,5._7_10,oj 250 Madison Street Suite 3 1605 East Front Street Port Townsend, Wa 98368 Port Angeles, WA 98362-4644 Attn: Fred Slota STRUCTURAL: ELECTRICAL: 1)5/8" Dia. Threaded Rods with nuts and washers-Y-4"from ends 1)Connect to site power and completion of marriage line cross- and 8'-0"O.C.at marriage line floor rims. overs. 2)(10)5/8" Dia. Threaded Rods with nuts and washers- 1'-0"from ends and equally spaced at roof beams. FINISH: O Normal module close-up at interior walls and floor. 2)Completion of ceiling installation. 3)Completion of exterior wall finish at marriage lines. PLUMBING: 1)Connect to site supply water and sanitary sewer. Plumbing fixtures required by 2006 UPC and not provided in this building are available in an adjacent building. MECHANICAL: _." I)Connection of marriage line cross-overs. Inspectors name(print/type) Phone:(8 am to 5 pm) Manufacturers name(print n pe) Modern Building Systems, Inc. Office location Date Manufacturer-si ture 611612009 -Zf For Dept. IRec'd File By White-Olympia office Use ONLY Green-Electrical section Canary-Inspector F623-013-000(PDF)notification to local enforcement agency 11-00 Pink-Building department Goldenrod-Customer STATg 0 O y -1 S 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/ 16-Jul-09 To City of Port Townsend Building Department ��-IC/�aIJ�j—" Madison Street, Suite 3 Port O 9 J /z— Attn:Port Townsend, WA 98368 Fred Slota Re: Modular Building Site location: 3939 San Juan Avenue Port Townsend, WA 98366 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 Jefferson County. 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 Jefferson County. If you have any questions or concerns please feel free to contact me. James Brown Plans Examiner WA State Dept of Labor&Industries (360)902-6462 brjc235@lni.wa.gov r i �� YI y1 �� James K Brown FAS Plans Examiner Department of Labor and Industries Specialty Compliance Services Division Factory Assembled Structures 360/902-P-462 PO Box 44430 FAX 360/902-5229 Olympia WA 98504-4430 brjc235@Lni.wa.gov pig ve COPY \ URI For fotstal Delivery Applicant:Fill out completely ti Department of Labor and Industries �n,r,o FB anu acturerNng,0' Factory Assembled Structures b ❑ CC CH 11 Modern Rui/ding Systems, Inc. M-93 PO Box 44430 ❑ CC CST Flans to be return to: Address Olympia WA 98504-4430 WA Only 9493 Porter Road_ ❑ WA Rev/OR Courtesy nyi.tate For Department of Delivery Industries riesFed UPS) ❑ OR Rev/WA Courtesy Aumsvi/le, OR 97325 Department of Labor and Industries ❑ Other State Factory Assembled Structures sutein FOR DEPARTMENT USE ONLY reciprocity Pee g IT171AP aunt, A carton ID 7273 Linderson Way SW ?r ;; ? :,, ;i ;. t r? ��p-pBhc u�� Tumwater WA 98501 100. F& V jb www.wa.gov/lni/FAS/ (case sensitive) ._ P o: are approv xptranon ate PLAN APPROVAL REQUEST '''''� ' `` 6F13S©gp0/o7 07 1&' Zoo 06 Zola FACTORY BUILT STRUCTURES&COMMERCIAL COACHES Contact person's printed name: ;'/-j4 i Date: Fee enclosed: Ken Huie 611612009 $309.00 Signature: 9 Phone No.: FAX No.: X�, 503-749-4949 1 503-749-4950 New plan(Master design) (I Yr design) X See Initial MFG filing X No fee required Renewal AP No. appWACate Resubmittal Appl ID Addendum AP No. for fees Plans reviewed by L&I listed professional Note:Identify addendum items on plans! Code cycles(month/year): IBC/IMCiUPC: 7 107 VIAQ: 7 / 07 NEC: 7 108 WSEC: 7 / 07 UFC: 7 / 07 Size of building: No.of Occupancy Width: 27'-8" Length: 64'-0" Area(Sq Ft): 1770 Modules 2 group: E Type construction: Use: Sub yr: SEC yr: Seismic Zone: 09 Classroom 2006 2005 1.5-/D Roof live load PSF: Wind load MPH-EXP: (PSF for CC) Floor load PSF: 25 110 / 9 - 50 Plot plan submitted? ❑ Yes . No If"No",provide distance from farthest projection to nearest building/property line: Front: 10 Rear. 10' Left side: 10' Right side: 10 Type heat: .Central ❑Hydronics ❑Baseboard ❑ m Fan powered ❑Other: forced air roo heater Type of fuel: .Electric ❑Natural gas ❑Propane ❑Oil ❑Other: Insualtion Floor Walls Roof(Flat) Roof(Vault) values: 26 19 - 30 Heating zone: ❑ Zone 1 ■ Zone 2 WSEC compliance chapter: Energy calculations: Electrical service: �-© VA' ❑ ❑ . ❑ ■Attached ❑ On file-AP# Component Systems Heat Pump Amps 200 Yes ❑ No Prescriptive N/A E Yes ❑ No Phase ®1 ❑3 m Perforance Analysis Air conditioning N/A Attached Anached/Design On L&1 Review Professional Review file Structural calculations or test proposals ❑ N ❑ ❑ AP# Truss or rafter drawing(s) ❑ ■ ❑ ❑ AP# _-. r.t;,; �N Truss plan if over 3 different trusses N ❑ ❑ ❑ # T nc t AFlO. AND _ �N Girder truss or ridge beam drawing N ❑ ❑ ❑ # FAS PLAN REV�r� ' r HVAC drawing ❑ N ❑ ❑ A Cross section and elevation ❑ ❑ ❑ A I# 11 11 j rrj 2UUy Foundation plan ❑ 0 ❑ ❑ Al Electrical load demand calculation ❑ ■ ❑ ❑ AP tt,lcuCf`.TI�N Panel box schedule/Electrical load cale's ❑ N ❑ ❑ AP ANU rlCw — Chassis drawing(CC units only) ■ ❑ ❑ ❑ AP# Plumbing systems: ❑ ■ ❑ ❑ AP# Operating pressure 46 to 60 No of fixtures 6 Total developed length 100 RETURN PLANS ❑ Regular mail ■ Overnight @ customers expense Carrier UPS Next VIA: ❑ Other Acct# 37 EE 568 F623-006-000 (PDF)plan approval request 11-00 \ 2006 hington State Nonresidential Energy Code Co fiance Form , t7:6,elope • 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Port Townsend S.D. Date 6/16/2009 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 0 New Building ❑Addition ❑Alteration ❑Change of Use ❑✓ Prescriptive ❑ Component Performance ❑Systems Analysis Compliance Option (See Decision Flowchart(over)for qualifications) Space Heat Type O Electric resistance Q 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. 140 .0 — 1552 . 0 X 100 = 9. 0% Q yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option n0 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 Opaque Doors 0.600 Vertical Glazing 0.350 Overhead Glazing Maximum SHGC(or SC) Vertical/Overhead Glazing 0.300 1.Assemblies with metal framing must comply with overall U-factors Ir —�N �,HINuT,,,,T I .SND SECTION,Notes: p V E D6 ZO ms?��11 2006 Ahington State Nonresidential Energy Code Co iance Form • • - T.TMI• • 11 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/ft'of the gross conditioned floor area. Exception:Heat pumps and electric resistance. (continued at right)L terminal electric resistance heating in variable air volume distribution Electric systems. NO Resistance —Yes Heat? 7 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 mt() R13+R3.8ci Below Grd Wall loth) R-24 U-0.044 Ro f Over Attic R-38 Roof Over Attic R-38 U-0.031 All Other Roof R-25 All Other Roof R-30 U-0.034 Raised Floor R-21 Raised Floor R-30 U-0.029 Slab-On-Grade Slab-On-Grade R-10 R-10 Radiant Floor R-10 Radiant Floor R-10 R-10 Opaque Door 0.60 ) Opaque Door U-0.60 U-0.60 Now Ye —Yes N Mass Wall all R19 woo all R24 wood, Mass Wall 4-No Criteria OK? --No or R13+R3.8ci No— Criteria OK? NO-► (below) metal r U0.044 met (below) Yes I Yes Yes Yes AG Mass Wall Insulation Req AG Mass Wall Insulation Req Mass Wall U0.1231R7.6ci Mass Wall U0.123IR7.6ci CMU Block U0.123/R7.6ci CMU Block U0.123/R7.6ci �--Yes-- Wood Frame R19 —Yes ► Wood Frame R24 Metal Framed R13+r3.8ci T Metal Framed U0.044 No Glazing Criteria Met? Glazing Criteria Met? No Glazing Vert OH Glazing Vert OH UVal UVal SHGC Area% UVal UVal SHGC 0-30% 0.55 0.70 0.45 0-30% 0.40 0.60 0.40 130-45% 0.45 0.60 0.40 >30 Not Allowed >45% Not Allowed No esadj �sN�� Component Performance • V ► Systems Analysis,or • EnvStd Required Concrete/Masonry Option Wall Heat Capacity (HC) 'If the area welghted hea Assembly Description Assy.Tag HC" Area(sf) HG x Area�SHl S l �,t G, r. capacity(#iC) f EPTv�F�A�p vIEN`tWtotal abov tH� A P P R grade wall is a minimum of 9.0, it it 1 F ('tj^efConcrete uue Masonry Option T r maybe used. S�tiJt� 'I •<Fb��fframed- r,r.lc)f11f� ntv� •- ails ass, ume 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 2006 hington State Nonresidential Energy Code Co fiance Form Buitding Permit Mattis Checklist ENV-CHK 2006 Washington Slate Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Port Townsend S.D. Date 6/16/2009 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.) Section Component 7information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed yes 1302 Space heat type: 12 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 8,14,15 yes 1311.2 Roof/ceiling insul. Indicate R-value on roof sections for attics and other roofs; 8,14,15 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; 8,14,15 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; 8,14,15 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 7 vertical and overhead)as percent of gross wall area yes 1312.1 1-1-factors Indicate glazing and door U-factors on glazing and door 7 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, as fillings yes 1312.2 SHGC&SC Indicate glazing solar heat gain coefficient or shading 7 coefficient on glazing schedule(provide area-weighted calculations as necessary) 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side 8 yes 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; 8 Indicate va .retard.with sealed seams for non-wood struc. yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 8 yes 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 8 yes 1313.5 Crawl space vap.ret. Indicate six mil black polyethylene overlapped 12"on ground 3 1314 Air leakage yes 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping 7 yes 1314.2 Glazing/door sealing Indicate weatherstripping V PSN!�416 SR�ES T�Tr o1 ,tntflllS yes 1314.3 Assemb.as ducts Indicate sealing,caulking and gasketing GPT OF Lpgtg2 SEC1kuly n.a. 1314.4 Recessed Lighting Fixtur Indicate IC rating,ASTM E283 certification,and gasketing or ulking tot,5 r P'P P U V ceiling.F58 n(l�Q PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) yes Envelope Sum.Form Completed and attached. Provide component performance worksheet if necessary n If"no"is shown for any question,provide explanation: 2006 V hington State Nonresidential Energy Code Co liance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Port Townsend So Date 6/16/2009 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 5-Ton Wall-Hung Heat Pump w/ 15kw Heat Strips and Economizer Briefly describe mechanical system type and features. ❑� Includes Plans Drawings must contain notes requireing compliance with commissioning requirements-Section 1416 Q 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. Capacity2 OSA CFM SEER ID Brand Name' Model No.' Btu/h Total CFM or Econo? or EER IPLV3 Location A Bard WH604-A 54000 2000 Econo 10.20 Ext. Wall Heating Equipment Schedule Equip. Capacity2 OSA cfm ID Brand Name' Model No.' Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficient ' A Bard WH604-A 54000 2000 Econo 7.000 Fan Equipment Schedule ,,; � CRIES Equip. S�Lit s d�R Ac ni SF�T10N ID Brand Name' Model No.' CFM SP' HP/BHP Flow(Confr T cation of Service Both Panasonic FV-OBVSl 80 80 0.06t CV rr�V F R.strooms lb ..�crT�0 COD nN n n i FIELD�NSr w 'If available. 2 As tested according to Table 14-1A through 14-1 G. s If required. °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 liance Form (back) MECH-SUM System Description If Heating/Cooling Q Constant vol? 0 Air cooled? ❑ Packaged sys? Q<20,000 Btuh? See Section 1421 for full description or Cooling Only: Split system? E Economizer included? of Simple System qualifications. If Heating Only: El <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 oling Air Cooled, System Type Coolin Only C11< onstant Vol? No r Reference Heating Only Sec 1421 Yes <5000 ingle plit System Yes Package No <=84,000 No dm? Yes Unit? Btuh? Yes No I of Ca A Outdoo s Econ<70%OSA -Yes Included? —No-I..' No- <20,0or 00 -No ce -Yes Induded? Adjacent to Btuh? utdoor Yes Yes Reference No Section 1423 I ool Ca Ye <54,000 -No j Btuh? otal Ca . wo economizer -No <240,000 Btuh or 10%? yste Yes Allowed (section 1420) Use Complex ► Systems (section 1430) L Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Systems Complex Systems requirements are applicable to this project. nP pEPFAO PLP����ViFv^J E p A�P�pv � 6 2049 SUd�F-G�NSPEGSiON ANp FIELD 2006 hington State Nonresidential Energy Code Co iance Form Mechanical Permit k-lians Checklist MECH-CHK 2006 Washington Stale Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address port Townsend SD Date 6/16/2009 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 Code Location Building Department (yes,no,n.a.) I 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 12 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 11A 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 1412.7 Balancing Indicate balancing features on plans 12 F S 1412.8 Ventilation Control Indicate demand control ventilation for high-occupancy areas 2— 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1 1423 Economizers Equipment schedule 12 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 Integrated operation Indicate capability for partial cooling n.a. 1 1413.4 lHumidification Indicate direct evap or fog atomization w/air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary 12 yes 1414.2 Duct insulation Indicate R-value of insulation on duct 12 n.a. 1415.1 Piping insulation Indicate R-value of insulation on piping 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan 12 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 12 yes 1 1416.2.5 JComm.Report Indicate requirements for prelim.&final commissioning report 12 n.a. 1434 1 Separate air Sys. Indicate separate systems on plans yes Mechanical Completed and attached. Equipment schedule with types, Summary Form input/output,efficiency,cfm,hp,economizer ections 1440 Service water htg. n1�Sli1�1G��?Ta1FS yes 1441 Elec.water heater Indicate R-10 insulation under tank n.a. 1442 Shut-off controls Indicate automatic shut-off FA, P yes 1443 Pipe Insulation Indicate R-value of insulation on piping ~ 18 _ nn(IQ n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency 1 ^ „ l�l.� �Q N T nN _ n.a. 1453 Pool heater controls Indicate switch and 65 degree control nn\n FIEI n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+degrees Indicate R-12 pool cover If 'no' is circled for any question, provide explanation: 2006 shington State Nonresidential Energy Code C liance Form ,rior Lighting 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Port Townsend SD Date 6/16/2009 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. ❑ Prescriptive Q Lighting Power Allowance ❑Systems Analysis Compliance Option (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 1644.0 1644.0 "From Table 15-1 (over)-document all exceptions on form LTG-LPA Total Allowed Watts 1644.0 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 14 88.0 1232.0 Restrooms 2-Tube T8 32W Fluorescent Surface with Elect. Ballast 2 58.0 116.0 Kitchen 2-Tube T8 32W Fluorescent Surface with Elect. Ballast 1 58.0 58.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1406.0 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 Wafts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section 1530. For hard-wired ballasts only,the default table in the NREC Technical Reference Manua may also be used. For track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50,or-as'app Ical ble,, the wattage of current limiting devices or of the transformer. �T �G D`'4\;a`' ,' D16S?P��O 3.List all fixtures.For exempt lighting,note section and exception number,and leave Watts/Rixtare blank�F:�PgDRv F CCZ�ON pEPFA �PPPPDV SP D SD��EG�NSPE� - ANp FIELD 2006 shington State Nonresidential Energy Code C liance Form Intwior Lighting Su.Airnary • , 2006 Washington state Nonresidential Energy Cade 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/s Use LPA W/s 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, churches)5,'," Convention center 1.2 Penitentiary and other Group 1-3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias,fast food establishments b, 1.3 Post office 1.1 restaurants/bars5 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" 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 bang uet/conference/exhibition haII3.42.0 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 Onl 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 150ft2 with full height partitions,a Unit Lighting Power Allowance of 1.10 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000,the Unit Lighting Power Allowance for the court area is 2.60 W/ftz. 10) Display window illumination installed within 2 feet of the window,provided that the display window is separated from the retail space by walls or at least three-quarter-height partitions(transparent or opaque).and lighting for free-standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling-mounted track or directly on or recessed into the ceiling itself(not on the wall). Tr rtc UJP.SN�t�GTOt 1 „c1R�FS b) adjustable in both the horizontal and vertical axes(vertical axis only is acceptable for fluore and th Lfixxtures�wthSty'p`ol is of track attachment). un 00 S Pt Ay REVIr�E D c) fitted with LED,tungsten halogen,fluorescent,or high intensity discharge lamps. FA AP P Fl D V This additional lighting power is allowed only if the lighting is actually installed. F; �Od�„t: 1� 11) Provided that a floor plan,indicating rack location and height,is submitted,the square footage for warehouse a may be defined,for computing the interior Unit Lighting Power Allowance,as the floor area not covered by racks plus A vertical face area(access isidb only) of the racks.The height allowance defined in footnote 2 applies only to the floor area not covered b racks. Sijb3EL� 2006 shington State Nonresidential Energy Code C liance Form ' Exterior • • 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Proi Addres:Port Townsend SD Date 6/16/2009 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 ❑✓ New ❑ Addition ❑ Alteration 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 changed. Tradable Maximum Allowed Lighting Wattage Allowed Watts Area(ft),perimeter Allowed Watts Tradable Locations Description 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 6.0 120.0 Total Allowed Watts 210.0 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 3 26.0 78.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 78,0 Non-Tradable Maximum Allowed Lighting Wattage Allowed Watts Area(ft),perimeter Allowed Watts Non-Tradable Locations Description per ft2 or per If (If)or#of items x ft2(or x If) Non-Tradable Proposed Lighting Wattage Number of Vatts Location Fixture Description Fixtures/ Fixture �Qi Proposed i111_ ` 0 `vtl Proposed Watts may not exceed Allowed Watts for Category PNp F\END 2006 V&shington State Nonresidential Energy Code Cgapliance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Port Townsend So Date 6/16/2009 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 11 yes 1513.2 Area controls Maximum limit per switch 11 yes 1513.3 Daylight zone control Schedule with type and features,indicate locations 11 yes vertical glazing Indicate vertical glazing on plans 11 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 11 1513.6 Inter.auto shut-off Indicate location yes 1513.6.1 (a) occup.sensors Schedule with type and locations 11 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 12 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. I 1540 Transformers Indicate size and efficiency If"no" is circled for any question, provide explanation: �c��i,aSH!1`IG1UP1 STATE�' � � t INDUSTRIES DEPT OF LP.B F R O�;ED TION FAS PAP Jl1L 6 200g SUBJECT NSN OD ION AND FIEt.D ` X )llI' THE WALL-MOUNTTNI HEAT PUMPS - WH (60HZ) CLIMATE CONTROL SO LUTIONS WH-Series Refrigerant 22 60Hz Heating Capacities: 18,000 to 56,000 BTUH :z;, Cooling Capacities: 18,400 to 54,000 BTUH $ r The Bard Wall-Mount Heat Pump is a self-contained energy efficient heating and . cooling system, which is designed to offer maximum indoor comfort at a minimal s'f cost without usingvaluable indoor floors ace or outside rounds ace. This unit is P 9 P the ideal product for versatile applications such as: new construction, modular offices,school modernization,telecommunication structures,portable structures ord. correctional facilities. Factory or field installed accessories are available to meet specific job requirements. MEN }t }to �r j k ltl Aluminum Finned Copper Coils: One Inch,Disposable Air Filters: , +�srx Grooved tubing and enhanced louvered Are standard equipment. Optional one fin for maximum heat transfer and inch washable filters available and f ~ energy efficiency. filter racks permit the addition of 2" pleated filter. Factory or field installed. :x # t Twin Blowers: 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, F standard on all models. speed up terminal for service and 10 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'/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 s 3 and suction accumulator. Standard on from refrigerant flood back and prevents all I%,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: utilizing one of six Fresh Air Damper before the polyurethane primer is Permits continuous operation of the 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, installed in the Recovery Ventilator cover to the circuit breaker or pull three phase(460 volt)equipment. field at time of installation disconnect switch. Slope Top: or as a retrofit system after Electric Heat Strips: Standard feature for water run-off. installation. ON S Features an automatic limit and thermal aSH,C} G\;S�R�E cut-off safety control. Heater packages Full Length Mounting Brackets: are factory or field installed for all 1'/z Built into cabinet for improved SOS LPG�O�vtF\R S� through 5 ton models. Features easy appearance and easy installation. OEQ�• ���1RE �O slide-in field assembly with various NOTE: Bottom mounting bracket FPSQ aQPRO BTUH outputs. included to assist in installation. 20�� Condenser Fan and Motor Top Rain Flashing: Shroud Assembly: Standard feature on all models. C� Slide out for easy access. \,050 900i •Certified to ANSI/ARI Standard 390-2003 for SPVU(Single Package Vertical Units). (i VL US U Commercial Product- Not intended for Residential application. L LISTED N'.ph�41 Form No. S3210-808 Supersedes S3210-408 Page 1 of 16 gep -� ¢`.t �' a�".'• sy,�a,''� 3 '�'or's �',i,j ���3 �,r,�„ 2-fl3+#'�.��+as�` "�•,v..�i MODELS WH185 WH242 WH301 'WH303 -WH361: WH363 WH421:(WH423"VH48 H604 Cooling BTUH OO 18,400 23,600 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 SEER ® 11.00 10.50 10.00 10.00 10.00 10.00 10.00 10.00 10.50 10.20 High Temp Heating(47F)BTUH OO 18.000 23,200 28,000 26,000 34,400 33,000 41,000 41,000 46.000 54.000 COP 0 3.00 3.00R6.6O L6.6 2.90 3.00 3.00 3.00 3.00 3.00 Low Temp Heating(17F) BTUH O 10,000 12,000 19,000 19,000 23.000 21,000 28,000 33.000 COP OO 1.80 1.90 1.90 2.00 2.00 2.00 2.10 2.00 HSPF 0 6,60 6.60 6.60 6.60 6.80 6.80 7.00 7.00 ANSI/ASHRAE/IESNA 90.1 Compliance ® 6 +O ® O m O 0 ©Capacity is certified in accordance with ANSI/ARI Standard 390-2003 and tested in accordance with ARI Standard 210/240-2006. © EER=Energy Efficiency Ratio,COP=Coefficient of Performance and are certified in accordance with ANSI/ARI Standard 390-2003. OO SEER=Seasonal Energy Efficiency Ratio,HSPF=Heating Seasonal Performance Factor and are tested in accordance with ARI Standard 210/240-2006. 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. UN MODELS WH185-A WH242-A WH242-B WH242-C WH301-A WH301-B WH301-C WH303-A WH303-B WH303-C Electrical Rating--60HZ :. 230,1208-1 230/208-1 230208-3 460-3 230/208-1 230/208-3 460-3 230208-1 230/208-3 460-3 Operating Voltage Range 197-253 197.253 197-253 414-506 1W-253 197-253 414-506 197-253 197-253 414-506 Compressor--Circuit A Voltage 230208 230208 230208 460 230208 230/208 460 230208 230208 460 Rated Load Amps 7.0/8.8 10.0/11D 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 75f75 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--DIA/CFM 18'-1600 18"-1600 18'-1600 18"-1600 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 1/3-1100-2 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 16x25x1 16x30x1 16x30x1 16x30x1 16x30x1 16x30x1 16x30x1 Shipping Weight-LB$. 300 300 300 300 365 365 365 365 365 365 G,nlas�;vuTc,� TE Ol, Atip 1i�UUS1RIES OE FASUPLANREVIL�JIEpU11UN AppRO 3U A � 2oog ND B AEN NSP o ON Form No, S3210-808 Supersedes S3210-408 Page 2 of 16 MODELS WH361-A WH361-8 WH361-C WH363-A WH363-B' WR363-C WH421-A WH421-B WH421-C Electrical Rating--60HZ 230/208-1 230/208-3 460.3 230/208-1 2301208-3 4G0-3 230,208.1 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 230/208 230/208 460 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 18.3/20.4 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 75/75 40 96/96 75/75 40 102/102 91/91 42/42 Compressor Type Recip. Recip. Recip. Recip. Recip. Recip. Scroll Scroll Scroll 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 1/3-825-2 113-825-2 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 230208-1 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 460 230/208 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- 1/3-825- 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/RPWSPD 12-1070-2 12-1070-2 12-1070-2 1/2-1070-2 12-1070-2 12-1070-2 12-1070-2 12-1070-2 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. 20x3Oxl 20x30x1 20x30x1 20x30x1 20x30x1 20x30x1 20x30x1 20x30x1 20x30x1 Shipping Weight--LBS. 510 510 510 510 510 510 510 510 510 SCATE OF N aSF� pli5 RIES DEFT.OF�P,6 REV FNI S`!✓11UN FASPLAPPRO`JED sub JEC11Nsp G p A ANp FIELD Form No. S3210-808 Supersedes S3210-408 Page 3 of 16 A �' 5.ss .�. ".,r j.. l i G l� o?a yf F�Y� t; ����A`t✓" c `� s'tr�''C'n f�. ft5.,•r ;? s�ji +�f r 8 e $ :Z e � r • I I r /i"FA,(k,r4r 5 i1-.! (P�cdT Yk f 4 4 a�� 4� T��?-T�,i§ ��•{ w i .iu TF b - � W H 18 W H30 WH42 W H60 ESP.in WH24 WH36 WH48 H2O High Speed Low Speed High Speed Low Speed High Speed Low Speed Dry/Wet Coil Dry/Wet Coil DryNVet,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 820f735 1205/1100 855/830 1500/1400 1350/1300 1875/1700 /- .4 735/650 1110/1000 800/755 1370/1285 1300/1175 1775/1600 /- .5 615/535 1005/870 /- 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. may'- 6 W Nominal At.240V(1) At 208V(1) At 480V(2) At 460V(2) _ KW KW 1-Ph 3-Ph Btuh KW 1-Ph 3-Ph Btuh KW 3-Ph Btuh KW 3-Ph 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 9.0 9.0 21.7 30,717 6.75 18.7 23,038 9.0 10.8 30,717 8.28 10.4 28,260 15.0 15.0 62.5 36.1 51,195 11.25 54.1 31.2 38,396 15.0 18.0 51,195 13.80 17.3 47,099 . I- 77 20.0 20.0 83.3 68,260 15.00 72.1 51,195 (1)These electric heaters are available in 230/208V units only. (2)These electric heaters are available in 480V units only. Designed for adding Electric Heat toi0 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 WA WA EHWH02A-AO8 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-A10 10 EHWH03-BO9 9 EHWC03A-CO9 9 EHWH03A-C15` 15 EHWH36-AO5 5 EHWH03-BO6 6 EHWC03A-CO6 6 WH36 EHWH36-A10 10 EHWH03-BO9 9 EHWC03A-CO9 9 EHWH36-A15' 15 EHWH36-B15` 15 EHWH03A-C15` 15 EHWH42-AO5 5 EHWH05-B06 6 EHWH42-CO6 6 WH42 EHWH42-A10 10 EHWH05-BO9 9 EHWH05A-CO9 9 EHWH42-A15' 15 EHWHO5-B15` 15 EHWH05A-C15 EHWH04-A04 4 EHWH05-B06 6 EH4V X,9,ZL �)t llv EHWH42-A05 5 EHWH05 B09 9__ SEHWH05A-C15), �SO 115 WH483 EHWH42-A1b` 15 EHWH04-B18' 1cy EPT LAN BENIF j E D EHWH04-A20' 20 FAS PLAN P EHWH04-AO5 5 EHWH05-BO9 9 EHWH05A-CO9 2Q' 9 WH60 EHWH04-A10 10 EHWH05 B15` 15 EHWH05A-C15' 15 EHWH04-A15 15 EHWH04-BlB' 18 EHWH04-A20` 20 cI1RJECI.TQ��,TIc1N NOTE: Field installed heater packages are not approved for use with top supply opening models. AND FItLU 11V Not available for dehumidification models. Form No. S3210-808 Supersedes S3210-408 Page 11 of 16 8 t1 > .�.�.� -a�`f'°'y��M�' � ��✓�F�"��` n+`�`-.a.. }g'Yw,r ;"�4Uf�r r�_siy'�''�� ����.��T.... Single Circuit Dual'Cir6it cD Maxlmuin (D Minimum a),Field Rated No.Field 7A.p. CkL Maximum Q Field External Fuse ®Ground ower Model Volts Power ernal Fuse Power ®Ground Circuit or Ckt. Pe Si Wire Size and Phase Circuits Brkr. Wire Size Wire Ampaclty Breaker Wire Size Ckt.A Ckt.B Ckt.A Ckt.B Ckt.A Ck1.,B Ckt.A Ckt.B WH421-AOO,AOZ 1 34 50 8 10 A05 1 or 60 70 6 8 34 26 50 30 8 10 10 10 ©A10 230/208-1 1 or 86 90 3 8 34 52 50 60 8 6 10 10 0 A15 1 or 86 90 3 8 34 52 50 60 8 6 10 10 WH421-BOO,BOZ 1 26 35 8 10 B06 1 44 50 8 10 CD B09 230208-3 1 53 60 6 10 0 B15 1 53 60 6 10 WH421-COO,COZ 1 13 20 12 12 C06 460-3 1 23 25 10 10 ®C09 1 27 30 10 10 0 C15 1 27 30 10 10 WH423-AOO,AOZ. 1 34 50 8 10 A05 1 or 2 60 70 6 8 34 26 50 30 8 10 10 10 CD A10 230/208-1 1 or 2 86 90 3 8 34 52 50 60 8 6 10 10 0 A15 1 or 86 90 3 8 34 52 50 60 8 6 10 10 WH423-BOO,BOZ 1 26 35 8 10 B06 1 44 50 8 10 (3)B09 230208-3 1 53 60 6 10 0 B15 1 53 60 6 10 WH423-COO,COZ` 1 13 20 12 12 C06 1 23 25 10 10 (3)C09 460-3 1 27 30 10 10 ©C15 1 27 30 1 10 10 WH483-A00,AOZ 1 36 50 8 10 A04 1 57 60 6 10 A05 1 or2 62 70 6 8 36 26 50 30 8 10 10 10 ©A10 230/208-1 1 or 2 88 90 3 8 36 52 50 60 8 6 10 10 0 A15 1 or 88 90 3 8 36 52 50 60 8 6 10 10 0 A20 1 or 110 110 2 6 59 52 60 60 6 6 10 10 WH483-BOO,BOZ 1 25 35 8 10 606 1 43 50 8 10 0 609 230/208-3 1 52 60 6 10 0 B15 1 52 60 6 10 G B18 1 60 60 6 10 WH483-COO,COZ 1 13 15 14 14 0)C09 460-3 1 26 30 10 10 M 1 26 30 10 10 1 45 60 8 10 1 or2 71 90 4 8 45 26 60 30 8 10 10 10 230/208-1' 1 or 97 110 3 6 45 52 60 60 8 6! �10 �10 WH604-BOO,BOZ' 1. 33 45 8 10 ©B09 1 60 60 6 10 230/208-3: 0 B15 1. 60 60 6 10 ®B18 1 60 60 6 10 WH604-COO,COZ 1 16 20 12 12 ®C09 460-3 1 29 35 8 10 0.015 ] .. 29 35 8 10 (D Maximum size of the time delay fuse or HACR type circuit breaker for protection of field wiring conductors. ( Based on 75'C copper wire. All wiring must conform to the National Electrical Code and all local codes. (3)Maximum KW that can operate with the heat pump on. 0 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 conduit,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. 0 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. STATE OF ',AASNI(1GTOy DEFT.OF LABOR AND t��C�UN�ES FASNLAPPROVIED 'IV JUL 15 2009 ANU E�TiNSPE���N Form No. S3210-1008 Supersedes S321M08 Page 15 of 16 ` ..,�� ��.i, 8403-060 Temperature & Humidity Controller sax= nrr* '+ fi4,� 1 H �`W �. ' a 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 G 0V ati • Backlight options: 30, 60, 90, 120-seconds or Continuous Sja�LA80p • Size: 6.25L x 4.25H x 1.25D (inches) OE FAS PLAN�,E��V EO • Terminals for HVAC: C, R, G, D/Y0, Y1, Y2, W1/E, W2, O/B, A, L iaP • Terminals for Optional Sensors(10K-ohm): t o Outdoor---GND, OD; Remote Indoor---GND, ID TQ QQpE • Horizontal mount Su�JEC �NSPEG�IQ� • Off-white color php FIELp F1860-407 MODERN BUILDING SYF -MS, INC. - --�- - 9493 Porter Road SE • F. ox 110 AUMSVILLE, OREGON 97325 - 503-749-4949 0ll!CKUU BY c^"-� - Fax 503-749-4950 ----- : S' IM - ! I , : : fC-So, I - � - I , I I i��[JUSSMES i � p nF�ABGR A`t� i _ - - --- 1 _ __ „ l J i - ORSG O:7 i 1 i'J J F. MODERN BUILDING SY MS, INC. 9493 Porter Road SE - f ox 110 'Sl it:E I NO Of! AUMSVILLE, OREGON 97325 CALCULA11-1)[3Y 001.J- 503-749-4949 CHECKE1,113Y __ I)ATC Fax 503-749-4950 SCALE ----------- _�>_Tv�r_J -------------------- 4.1 --------------- 34t 7.z ................ ---------- - - ---------- L vfib' �t ik,. Zip .11 ILI 110OD s -nON 7 imp 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 <--------------------> 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 S . Live Load: Deflection < L / 180 6 . D+L Load: Deflection < L / 200 Shear stress : forfv = 646 psi kips 7 . Unbraced top edge 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 = L/7344in 9 . Eff span lgth ratio : le/lu= 1 . 92 10 . Allowed overstress : (%) /100= . 01 D+L Load Deflection = 699 in 11 . Exact Beam WIDTH (in) : b = 1 . 5 = L/ 233 Allowable bending stress : for +M: F 'b = 1825 psi for -M: F'b = 1825 psi STW L z i S RIES DEPT.OF LAFAST LApCitONhoo,SUGOOFAND E00N imp 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 . 44 k .44 k 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 = 1600000 -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 = . 01 in in region of -M (ft) : Lu = 0 Live Load Deflection = . 022 in 9 . Eff span lgth ratio: le/lu= 1 . 92 = L/ 1755 L0 . Allowed overstress : (.) /100= . 01 D+L Load Deflection = . 032 in L1 . Exact Beam WIDTH (in) : b = 3 . 5 = L/ 1186 Allowable bending stress : for +M: F 'b = 632 psi for -M: F'b = 632 psi DMP STIaT' iNDijSTRIES DEPT.OF�Ad=r,�"r�,•`:,:�CTiGN UNIFORM LOAD: FAS NiA P P R r E U Dead Load = 12 psf Live Load = 25 psf OC spac ' g = 7 .42 ft ANDjF ELDT NSPECI ON 0 ft 0 ft • I <---- > I BM-hdr I - - - -> 3 . 5x 3 . 5 . 56 k 56 k ----> 4 . 1 ft Beam Mark hdr ---------- WOOD BEAM - DESIGN CRITERIA BEAM SIZE 3 . 5 x 3 . 5 ---- -------------------------- 1 . Allowable Bending,psi : Fb = 1208 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 S . 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 10 . Allowed overstress : (.) /100= . 01 D+L Load Deflection = . 082 in 11 . Exact Beam WIDTH (in) : b = 3 . 5 = L/ 599 Allowable bending stress : for +M: F 'b = 1389 psi for -M: F'b = 1389 psi �I��r RJF'•r\l�'����}rt1G13 FASN PppRU�E St)�,1EC11P�PEC ON p,ND FIELD MP UNIFORM LOAD: UNIFORM LOAD: Dead Load = 186 psf Dead Load = 186 psf Live Load = 346 psf Live Load = 346 psf OC spac 'g = 1 ft OC spac 'g = 1 ft BM-1 3x 24 6 . 38 k 21 . 28 k 6 . 38 k 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 = 1596 psi 2 . Allowable Shear, psi : Fv = 285 for +M = 38 . 3 k-ft 3 . Mod of Elasticity, psi : E = 2000000 -M fb =-2837 psi 4 . Duration of load factor = 1 . 15 for -M =-68 . 1 k-ft 5 . Live Load: Deflection < L / 180 6 . D+L Load: Deflection < L / 240 Shear stress : fv = 200 psi 7 . Unbraced top edge for V = 9 . 58 kips in region of +M (ft) : Lu = 0 8 . Unbraced bottom edge Dead Load Deflection = . 254 in in region of -M (ft) : Lu = 0 Live Load Deflection = . 472 in 9 . Eff span lgth ratio: le/lu= 1 . 92 = L/ 812 L0 . Allowed overstress : (%) /100= . 01 D+L Load Deflection = . 726 in L1 . Exact Beam WIDTH (in) : b = 3 = L/ 528 Allowable bending stress : for +M: F'b = 2928 psi for -M: F 'b = 2928 psi � llOTOP1 STATE 0:` DEPT.OF LABOR��D!'LpUSTR!ES FAS PLAN REV!F'� `;�CTiON APPROVED Jul. 16 Z009 SI, T TO CODE AND FIELD INSPECTION Column(2006 International Building Code(05 NDS)1 Ver: 7.01.12 Bv: Ken Rasmussen , Modern Building systems on: 10-29-2007 : 1:45:17 PM Project: DMP-Location: Oregon Summary:. IN x 3.5 IN x 9.83 FT/#2- Douglas-Fir-Larch Dry Use Section Adequate By: 21.8% Vertical Reactions: Live: Vert-LL-Rxn= 2075 LB B Dead: Vert-DL-Rxn= 1141 L Total: Vert-TL-Rxn= 3216 LB Axial Loads: PL= 2075 LB Live Loads: Dead Loads: PD= 1126 LB Column Self Weight: CS T= 26 LB Total Loads: PT= 0.00 LB Eccentricity(X-X Axis): ex= 1.00 IN Eccentricity(Y-Y Axis): ev= 1.00 IN Cd-Axial= 1.00 Axial Duration Factor: Column Data: Length: L= 9.83 FT Maximum Unbraced Length (X-X Axis): Lx= 9.83 FT Maximum Unbraced Length (Y-Y Axis): Lv= 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): 3.25 IN A= Area: 12. IN2 Sx= 7.15 IN3 Section Modulus(X-X Axis): Sv= 7. Section Modulus(Y-Y Axis): 3.470 IN3 Slenderness Ratio: Lex/dx= 33 Ley/dy= 3.4 Properties For:#2-Douglas-Fir-Larch Fc= 1350 PSI Compressive Stress: Bending Stress(X-X Axis): Fbx= 900 PSI Fby= Bending Stress(Y-Y Axis): 00 PSI Modulus of Elasticity: E= 180000 PSI 5 Adjusted Modulus of Elasticity: E-Min= 0000 PSI Adjusted Properties: Fbx'= 1350 PSI Fbx': Adjustment Factors: Cd=1.00 CF=1.50 Fby'= 1350 PSI Fby': Adjustment Factors: Cd=1.00 CF=1.50 Fc'= 393 PSI Fc': Adjustment Factors: Cd=1.00 Cf=1.15 Cp=0.25 Column Calculations(Controlling Case Only): Controlling Load Case:Axial Total Load Only(L+D) fc= 263 PSI Compressive Stress: Fc'= 393 PSI Allowable Compressive Stress: Mx-ex= 0 FT-LB Eccentricity Moment(X-X Axis): My-ey= 266 FT-LB Eccentricity Moment(Y-Y Axis): fbx= 0 PSI Bending Stress Lateral Loads Only(X-X Axis): Fbx'= 1350 PSI Allowable Bending Stress(X-X Axis): 0 PSI Bending Stress Lateral Loads Only(Y-Y Axis): �Y= Fby'= Allowable Bending Stress(Y-Y Axis): .78 PSI 0 Combined Stress Factor: CSF= .78 DEPT.OF LABOP, ' FAS PLAN, PPROVED JUG_ ZOCG I` SUBJECT 10 WDE ANU FIELD n{y 71nc#'1 Column(AISC bth Ed ASD I Ver: 7.01.12 By: Ken Rasmussen , Modern Building systems on: 19-29-2007 : 1:46:37 PM Project: DMP-Location: Oregon Summary: HSS 3 x 3 x 3/16 x 9.83 FT/ASTM A500-GR.B-46 Section Adequate By: 19.1% Vertical Reactions: Live: Vert-LL-Rxn= 6920 LB Dead: Vert-DL-Rxn= 3783 LB Total: Vert-TL-Rxn= 10703 LB Axial Loads: PL= 6920 LB Live Loads: Dead Loads: P0= 37 LB Column Self Weight: CS = 63 LB Total Loads: PT= 10 .00 IN 03 LB Eccentricity(X-X Axis): ex= 1. Eccentricity(Y-Y Axis): ey= 1.00 IN Column Data: L= 9.83 FT Length: Maximum Unbraced Length (X-X Axis): Lx= 9.83 FT Maximum Unbraced Length (Y-Y Axis): = 91.0 FT K= .0 Column End Condition: Cm= 1.0 Column Bending Coefficient: Properties for:HSS 3 x 3 x 3/16/A500-GR.B-46 Fy= 46 KSI Steel Yield Strength: Modulus of Elasticity: E= 29 .00 IN 00 KSI Column Section: (X-X Axis): dx= 3 d Column Section: (Y-Y Axis): = .174 IN t Column Wall Thickness: = 0 .89 IN 1 Area: A= .89 IN2 Moment of Inertia(X-X Axis): Ix= 2.46 IN4 Moment of Inertia(Y-Y Axis): ly= . IN4 1 Section Modulus(X-X Axis): Sx= .64 IN3 Section Modulus(Y-Y Axis): Sy= 1.64 IN3 Radius of Gyration (X-X Axis): rx= 1.14 IN Radius of Gyration (Y-Y Axis): ry= 1.14 IN Column Compression Calculations: KLx/rx= 103.5 KUr Ratio(X-X Axis): KUr Ratio(Y-Y Axis): KLy/ry= 103.5is) Controlling Direction for Compression Calculations: Cc_ (Y-Y 111.6 Column Slenderness Ratio: Fa= 13689 PSI Allowable Compressive Stress: fa= 5663 PSI Compressive Stress: Column Bending Calculations: Controlling Load Case:Axial Total Load (D+ L) Mx-ex= 0 FT-LB Eccentricity Moment(X-X Axis): My-ey- 887 FT-LB Eccentricity Moment(Y-Y Axis): Lateral Load Moment Including Eccentricity(Y-Y Axis): My-Lat= 887 FT-LB Bending Stress (X-X Axis): fbx= 0 PSI Bending Stress(Y-Y Axis): fby= 6488 PSI Flange Buckling Ratio: FBR= 17.24 Allowable Flange Buckling Ratio: AFBR= 28.01 Allowable Bending Stress: Fbx=Fby= 28 KSI Combined Stress Calculations: Fex'= 13947 PSI Euler's Stress(X-X Axis): Fey'= 13947 PSI Euler's Stress(Y-YAxis): CSF(1)= 0.81 Using AISC Formula H1-1: CSF(2)= 0.44 Using AISC Formula H1-2: CSF(3)= 0.65 Using AISC Formula H1-3: CSF(1)Controls : 0.81 Controlling Combined Stress Factor: 09 G 0 LU 1� MODERN BUILDING S*EMS, INC. JOB ---- __ 9493 Porter Rd. SE P.O. Box 110 AUMSVILLE, OREGON 97325 CAIAUTAT@DDVAIB L (503) 749-4949 CHECKED BY DAM Fax (503) 749-4950 — SCALE ( 4c> C) So' 6R ever. ca c _� A y,�5r �F Q ^(0.15 ` ZO;D Son n .Z 1n- lqo ?afi Lo� 1tT� �t1Z� Z�3 ESR, \1r 11iv ,�30NES STAT SJ. � AOR� ` rr1'+ FASP�APPRUVED JUL i 6 2��9 _ ,,' Sl16JECT TO CODE AND FIELD INSPECTION MAC __. ._..._. 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—-S x 5 . 5 -- .. ----- —— . 2 k 67 k . 2 k <-- - - - - - - - - - - - - - - - - - - > I <- - - - - - - - - - - - - - - - - - - - - - -> j 6 . 75 ft 6 . 75 f_t Beam Mark joist WOOD BEAM - DESIGN CRITERIA BEAM SIZE 1 . 5 x 5 . 5 1 . Allowable Bending, psi : Fb = 1173 Bending stress : +M fb = 40" psi 2 . Allowable °Shear, psi : Fv = 75 for +M = . 26 k-ft 3 . Mod of Elasticity, psi : E = 1300000 -M f.b =-723 psi 4 . Duration of loan factor = 1 for -M =- . 46 k-ft. 5 . Live Load : Deflection < L / 360 6 . D+L Load : Deflection < L / 240 Shear stress : fv = 55 psi 7 . Unbraced top edge for V = . 3 kip.: in region of +M (ft) : Lu = 0 8 . Unbraced bottom edge Dead Load Deflection = . 009 in in region of -M (ft) : Lu = 0 Live Load Deflection = . 046 in 9 . Eff span lgth ratio : le/lu= 1 . 92 = L/ 1758 10 . Allowed overstress : (06) /100= . 01 D+L Load Deflection = . 055 in 11 . Exact Beam WIDTH (in) b = 1 . 5 = L/ 1465 Allowable bending stress : for +M : F ' b = 1173 psi. for -M: F 'b = 1173 psi SjR1ES STI�iE �,., 0"t10N DEF�SP��PpR�,VED Jl�� i 6 2C0� ND B ELD 11o1'EG 10N A MAC Put- UNIFORM LOAD: UNIFORM LOAD : Dead Load = 10 psf Dead Load = 1.0 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 = . 5 kips X = 3 . 38 ft BM-joist 1 . 5x 5 . 5 ----- . 24 k . 46 k - _ 01 k <-- - - - - - - - - - - - - - -- - - - -> 1 <- - - - - - - - - - - - - - - - - - - - - - - 6 . 75 ft 6 . 75 ft Beam Mark joist WOOD BEAM - DESIGN CRITERIA BEAM SIZE 1 . 5 x 5 . 5 -- - - - - --- - - - - - - - - - - - - - - - -- - - - - - -- - - - - -- - 1 . Allowable Bending, psi : Fb = 1173 Bending stress : +M fb = 1146 psi. 2 . Allowable Shear, psi : Fv = 75 for +M = . 72 k-ft 3 . Mod of. Elasticity, psi : E = 1300000 -M fb =-623 psi 4 . Duration of load factor = 1 for -M =- . 39 k-ft 5 . Live Load : Deflection < L / 360 6 . D+L Load : Deflection. < L / 240 Shear stress : fv = 63 psi 7 . Unbraced top edge for V = . 35 kips in region of +M (ft) : Lu = 0 3 . Unbraced bottom edge Dead Load Deflection = . 009 in in region of -M (ft) : Lu = 0 Live Load Deflection = . 147 in a . Eff span lgth ratio : le/lu= 1 . 92 = L/ 550 ) . Allowed overstress : (.) /100= . 01 D+L Load Deflection = . 156 in t . Exact Beam WIDTH (in) : b = 1 . 5 = L/ 518 Allowable bending stress : for +M: F ' b = 1173 -psi for -M: F' b=_::1I7ti3 J,ps�`S DE FPS NCH y n �'+� APPP,� �11�, i 6 200g �`i��tCT�NSPECj10N A�t�FIELD MAC ......._-.�. .�_ ._................ UNIFORM LOAD: UNIFORM .LOAD: Dead Load = 10 psf Dead Load = 3.0 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 = . 5 kips x = . 7 ft BM- joist 1 . 5x 7 . 5 . 47 k . 19 k . 02 k _ _ _ _ _ - - - - - - - - - - - - - - > < 6 . 75 ft 6 . 75 ft Beam Mark joist WOOD BEAM - DESIGN CRITERIA BEAM SIZE 1 . 5 x 7 . 5 - -- - - - - - - - - -- ---- - -- - - -- - - - - - 1 . Allowable Bending,psi : Fb = 1173 Bending stress : +M fb = 272 psi 2 . Allowable Shear, psi : Fv = 75 for +M = . 32 k- ft 3 . Mod of Elasticity, psi : E = 1300000 -M fb =-139 psi 4 . Duration of load factor = 1 for -M =- . 16 k-ft 5 . Live Load: Deflection < L / 360 6 . D+L Load: Deflection < L / 240 Shear stress : for fV = . 46 psi 7 . Unbraced top edge 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 = L/ 4366 . 019 in = 9 . Eff span lgth ratio: le/lu= 1 . 92 L0 . Allowed overstress : (°) /100= . 01 D+L Load Deflection _ L�2 3651n L1 . Exact Beam WIDTH (in) : b = 1 . 5 Allowable bending stress : for +M: F 'b = 1173 psi for -M: F 'b = 1173 psi ---ti�, NW';10" ST "OF 1''S F CAP'GB, IND�;S RIES DEPT.O I! : �O i T'N FASPLA V\ PPaOjEU JUG ' 6 2.a0� AN'JI F E D INS��C�ION MODERN BUILDING SY, _,MS, INC. 9493 Porter Road SE - PO Box 110 iri:i rjo CALUJI. BY AUMSVILLE, OREGON 97325 Al 1-1-1 503-749-4949 cHl:cKrl)By CWH Fax 503-749-4950 SCALE -p ow')r Tw IlaS� - ------------ A". IAN AAA V. 4 el to : A-5- 15 Ao ----------- 7%t ro > 51 Azm_� 7t,Z6 351-4- 4, J, +771!% 31A' ---------- Al I�W_ __j---- —-------- ---------I 7V A- T TO ........... --- ------------ ....... ... LAI I uka --- ----- Ot 1­4fl, 1 __T -------- 3w FAA- 7t, 7sli- -7 J, RIP, 4_1 MODERN BUILDING SY' _ .MS, INC. ,'ot 9493 Porter Road SE • PO Box 110 S''r_n r,o. V�,'Z- 0;. AUMSVILLE, OREGON 97325 CALCULAI'COBY 503-749-4949 CHWKED 9Y Fax 503-749-4950 SCALC � ���IL3Sf4' Of 5 ;(o — j UO --_ D - '(�4C3�z � e���2_ Z ! 3.gN ( aZA_ z -n"5f VLl�s�z��3z`� 5G�: ! y,5 LL �+ &-AkEi t J. c�_I _ze Ias._ 0127,E t! ZS I_- - --.. -- - - - - - -- - � i- - - -- - - --- -r -- -�-.. -- - - - --- -- t -t -I I i 1 I ��US�Ir s -- -- - - - --- -- --DEPT -AI,1 P = ` �yrL I A p Ru t! f ! I TD'CGD n AW -- - - I IBC2006(1613),ASCE 7-05 CHAPTER 11, �, ,3 SEISMIC DESIGN CRITERIA Soil Site Class lc-_ Table 20-3-1,Default=D Response Spectral Acc.(0.2 sec)S,= 150.00%g =1.500g Figure 22.1 through 22.14 Response Spectral Acc.(1.0 sec)S,= 60.00%g =0.600g Flguto 22.1 lhiough;22.14 Site Coefficient F.= 1.000 Tattle 11.4.1 Site Coefficient F,= 1.300 Table 11.4.2 Max Considered Earthquake Acc.S,,,s= F,.S, =1.500 (11.4.1) Max Considered Earthquake Acc.S.,= F,.S, =0.780 (11.4.2) @ 5%Damped Design SDS= 2/3(S,,,) =1.000 (11.4.3) SD,=2/3(SM,) =0.520 (11.4.4) Building Occupancy Categories ff,Saodard Table 1.1 Design Category Consideration: Riga Diaphragm or flexible vAth disc between selsmic resisting system<40ft Seismic Design Category for 0.1sec D Table 11,6.1 Seismic Design Category for 1.0sec D Table 11.6.2 St<.759 NA Section 11.6 Since Ta<.BTs(see below),SDC= D SDC is permitted to be determined from T-11.6-1 alone. Comply with Seismic Design Category D IRC,Seismic Design Category- D2 T.R301.2.2.t 1 12.8 Equivalent lateral force procedure B.BUILDING FRAME SYSTEMS Seismic Force Resisting Systems 123.Light-framed walk sheathed with wood structural panels rated Fx shear resistance ur steel:Wert G= 0.02 x=0.75 T-12.8-2 Building ht.H„= 12 ft Limited Building Height(ft)= 65 Cp= 1,400 for SD,of 0.520g Table 12.8-1 Approx Fundamental period,T,= C,(h,)' =0.129 12.8-7 T1= 16 Sec Calculated T shall not exceed 5Cu.Ta =0.181 Use T= 0.129 -_-sec. 0.8Ts= 0.6(SD,/Sosl =0.416 SDC is permitted to be determined from T-11.6-1 alone. Is structure Regular&5 5 stories? Yes 12.8.1.3 Response Spectral Acc.(0.2 sec)S,= 1.500g Max SS 5 0.15g F,= 1.00 @ 5%Damped Design SDs= %(F,.Sj =1.00Og (11.43) Response Modification Coef. R= 7 Table-12.2-1 Over Strength Factor 0.= 2.5 Importance factor I= 1 Table 11.5-1 Seismic Base Shear V= C,W C,= D =0.143 (12.8-2) 01 deed not to exceed,C,_ Sot =0.57E For Tf Tr (12.8-3) (R/1).T or C, SDITL_ N/A For T>T1 (12.8-4) 7(R/1) C,shall not be less than= 0.01 (12.8-5) Min C,= 0.5S,1/R N/A For S,?0.6g (12.8-6) Use C,= 0.143 Design base shear V=0.143 W Control T-1z.14-1 12.14 Simplified Seismic base shear 13.Light-framed walls sheathed with wood structuai panels aced for shear resistance or steel sheets w @ 5%Damped Design SDS= 1.000 SDC=D Limitations: P F= 1.1 ,y�For two-story building' R= 6.5 V= FSDs(W) =0.169 W Jj R D.1'2"f�s�ri.E'ST1s(L`t 13.3 Seismic Demands on Nonstructural Components F,,= 0.4a,SDSWo(1+2z/h) (13.3-1) SDs= 1.000 (RpAO) ap= 1 Rp=3 T-13.5-1 or 13.6-1 Ip= 1.0 13.1.3 z= loft h= loft Fp=0.400Wp Max F,= 1.6SDSI^ = 1.600Wp (13.3-2) Min Fp= 0.3SBsIpWp =0.301Z)Wp (13.3-3) F,= 0.400 Wp 12.11.1 Structural Walls and Their Anchorage F,,= 0.40SDSIW„ 12.11.1 = 0.400(W) 12.11.2 Anchorage of Concrete or Masonry structural Walls(flexible diaphragm) or Fp= 400SBs1 =400 shall be z 280 Wit Fp= 0.8SBsl(W.w) (12.11.1) 1 IrSrlNl = 0.800 Wp S-1, C�, `;NASN Max Seismic Load E,,,=f2OE t 0.2SosD (12.4.4),(12.4.5),(12.4,6),(12.4.7) Where SZ,= z.s DEPTAS�0AN REV(FJ'E 0 0.2S0sD= 0.2(D) p P P R 0 Deflection Amplification factor Ca=4.5 1 Nonbuilding structures,Section 15 Response Modification Coef. R= 3 T-15.4-1 or T-15.4-2 1 Importance factor I= 1 15.4.1.1 �f�p� ` For flexible nonbuilding,C,=SDsI/R =0.333 Min C,= 0.03 (15.4-1) or Cs 0.8 S,I/R =0.160 (15.4-2) V=0.333 W For rigid nonbuilding,C,=0.3 SDs 1 (15.4-5) = 0.300 W ASCE 7-05(IBC 2006)WIND: ,,jiLDING DATA: 7 Basic wind speed(3 sec gust) = 110 MPH ��.5 CSr ( ► (�NM �� u�� Exposure 11 _D Roof Pitch= 3.00 :12 -7 Mean Roof Height In= 14 ft Importance factor 1„,= 1.00 T-6-1 6.4 MOTHOD 1-SIMPLIFIED PROCEDURE(LOW-RISE, 60 FT) Height Adjustment factor A= 1.00 Fig 6-2 15.98G -11.36H -15.98G -10.16H -23.00E -14.89F -23.00E -13-15F -4.63D 1 i -8.24B 6= 14.0 15.67C 12.70C �1=15.8 23.59A All forces shown in psf 12.25 19.12A 1. = 28 = 64 TRANSVERSE ELEV. LONGITUDINAL ELEV. 19.1 2a= 6.0ft 10%of least dimension= 2.8 ft 12.87 kips 40%of the eave height= 4 9 ft 12.8psf 8 ft 5.48 k 4%of least dimension or 3 ft= 3.0 ft 14.0 psf 12.70C therefore a= 3.0 ft 64 ft Example: A K I P P5= ��PSao (6-1) All forces shown in psf 6.0 t Kt= 1.00 6.5.7 horizontal load at end zone ps30= 19.1 Fig 6-2 x 15.67C .3.59A Height Adjustment factor A= 1.00 x Fig 6-2 PLAN VIEW Importance factor Iw= 1.00 6.2 FIGURE 6.2, Main Wind Force System 19.12psf MWFRS Horizontal Loads Vertical Loads Load Roof End Zone Interior zone End Zone Interior zone Overhang Direction Angle Wall(A) Roof(B) Wall(C) Roof(D) WW(E) LW(F) WW(G) LW(H) EOH GOH Transverse 14.0 23.59 -8.24 15.67 1 -4.63 -23.00 -14.89 -15.98 -11.36 -32.27 -25.25 Longitudinal All 19.121 1 -10.009 12.6975 -5.97531 -23.0049 -13.146 -15.984 -10.158 -32.267 -25.2457 .If roof pressure under horizontal loads is less than zero,use zero Plus and minus signs signify pressures acting toward and away from projected surfaces,respectively. For the design of the longitudinal MWFRS use 6=0°,and locate the zone E/F,G/H boundary at the mid-length of the building FIGURE 6-3, COMPONENT AND CLADDING ST?T' `, t,t 1RlES Roof effective area= 30 s ft,A= 14.0 Effective ArFfwall element i,=20 J�I iS ft q. t' r .M ��; qInterior Zone 1 = 15.96 -19.37 psf Wall, Interie 4= 20.t76 R 0 V F 22.56 psf End Zone 2= 15.96 -25.51 psf En 5= 20.76 Z�u-19 psf Conner Zone 3= 15.96 -30.96 psf Jt)L I tJ Roof Overhang effective area= 6 sq.ft Interior Zone 2 = -38.21 psf ECI��I p IN End Zone 3 47.93 psf AND HI LP j It�C 1605.2.1(LRFD) U=0.9t, 1.6W IBC 1605.3.1(ASD), U=06D+ W, increase in allowable shall not be used. IBC 1605.3.2(ASD), U=D+ 1.3 W, allowable stress are permit to be increased. 6.6 METHOD 2-ANALYTICAL PROCEDURE 6.5.12. Design Wind Loads on Enclosed and Partially Enclosed Buildings. (all Heights) MWFRS Velocity pressure qZ= .00256 KZ K,, Kd VZ 1W (6-15) Exposure B Roof Height In= 14 feet Exposure coefficient KZ= Section 6.5.6.6, is obtained from Table 6-3, Case 2 for MWFRS Topography factor Kt= 1.12 6.5.7.2, Figure 6-2 Directionality factor Kd= 0.85 Table 6-4 Wind Speed V= 110 mph Importance factor 1„,= 1.00 Table 6-1 qZ= 29.43 KZ psf Internal Pressure Coefficient(GCpi)= t 0.18 Figure 6-5 for Enclosed Building Gust effect factor G = 0.85 6.5.8.1 Pressures for MWFRS p= gGCp-q,(GCp;) (6-17) Wall and Roof External pressure Coefficients CP from Fig. 6-6 or 6-8 Wind Normal to Ridge(1-to 64) UB= 0.44 h/L= 14/28= 0.50 6= 14.0 Windward wall CP= 0.8 Windward roof CP= -0.74 Leeward wall CP= -0.500 for UB= 0.44 Leeward roof CP= -0.50 Side wall CP= -0.7 or Roof CP= Wind Parallel to Ridge(-L to 28) UB= 2.29 Windward wall CP= 0.8 h/L= 14/64= 0.22 Leeward wall CP= -0.286 for UB= 2.29 Roof CP= -0.9 -0.9 -0.50 Side wall CP= -0.7 for dist 7.0 14.0 28.00 -10.62 -7.19 12. 12. -7. 4. = 14.0 q;t 3.04 GCp;=t 0.18 q;(GCp;)=t 16.91(0.18) 22.67 2.5 ft =t 3.04 19.51 @ 42.5 ft All forces shown in psf All forces shown in psf 18.69 to15 t 15.61 @ 0 to 15 ft _ t 28 = 64 p= gGCp-qi(GCP;) Eq.6-15 For Exp B where q= qZ for windward z9= 1200 «.= 7.0 q= qh for leeward wall, side wall and roof @14 ft K,=2.01(z/z 9)2/. qi= qh for enclosed building @14 ft KZ(min) =2.01(15/2y 2/` Roof Ht,h= 14 ft Normal to Ridge to 64 Parallel to ridge 1 to 28 Height Kh qh CP ghGC Cp 9hGC `, {-',^ gi•IltiialUN Leeward wall all 0.575 16.91 -0.5 -7.19 -0.29 4 11T c, ;r�ti",%10 IP.DI STRIES t' _ Side wall all 0.575 16.91 -t).7 -10.06 -0.70 -1dtd6 i' A•i Ri:Jt= Roof ww -0.739 -0.90 -1 94 fr 0-7.o A 'P R 0 V E D Lw -0.500 -0.90 -12 4 fr>7.0 t i i 2�09 -0.50 -7.19 fr 14.0-28` L -0.30 -4.4-1 fr 28 JEC i i U CODE ' JUi Wind Normal to Ridge Wind Parallel to Ridge IELD INSPECTION z,Ht.(ft) KZ qZ C P=gZGC ww+Lw C p=q�GC ww+Lw Windward wall 0 to 151 0.5751 16.91 0.81 11.501 18.69 0.801 11.501 15.61 15.0 _..,75 16.91 0.8 11.50 18.69 ;.80 11.50 15.61 42.5 0.774 22.77 0.8 15.49 22.67 0.80 15.49 19.59 60.0 0.854 25.13 0.8 17.09 24.28 0.80 17.09 21.20 6.5.12.2.2 Low-Rise Building Velocity pressure qZ= .00256 KZ KZ, Kd VZ IW (6-15) KZt= 1.12 Kd= 0.85 V= 110 IW= 1.00 at mean roof high h= 14 Kh= 0.70 Exp= B T-6-3 Roof angle 0= 14.0 p= gh[(GCpf)-(GCp+)] (6-18) qh= 20.60 Internal Pressure Coef(GCp) = ± 0.18 Enclosed Building Figure 6-5 2a= 6.0 ft Figure 6-10 MWFRS Method 2 Load Building Surface Direction 1 2 3 4 1 5 1 6 1 1 E 2E 3E 4E Trans GC f 0.48 -0.69 -0.44 -0.37 -0.45 -0.45 0.72 -1.07 -0.63 -0.56 Lon GC p, 0.40 -0.69 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 Trans gh(GC f+G ;) 13.56 -10.51 -5.28 -4.00 -5.56 -5.56 18.63 -18.33 -9.20 -7.76 gh(GC f-Gc;) 6.14 -17.92 -12.69 -11.42 -12.98 -12.98 11.22 -25.75 -16.61 -15.17 Long %(GC f+G ;) 11.95 -10.51 -3.91 -2.27 -5.56 -5.56 16.27 -18.33 -7.21 -5.15 gh(GC f:G ;) 4:53 -17.2-2 -11.33 -9.68 -12.98 -12.98 8.86 -25.75 -14.63 -12.57 6.5.12.4COMPONENTS AND CLADDING 6.5.12.4.1 Low-rise building and building with h <_ 60ft z STATE O"r 5hll'1;aTCN Velocity pressure qZ= .00256 KZ KZf Kd V IW (6-15) IlEpi.OF LABOR AI'D INDIiS1 RIES Kn= 1.12 Kd= 0.85 V= 110 IW AI.,.0001 RDJF'�1' ON qZ= 29.43 KZ APPROVED at mean roof high h= 14.0 ft OK JUL ; 6 2009 Kh= 0.70 Exp= B velocity at mean roof height, qh= 20.60 SUBJECT TO CODE Gc Gc AND FIELD INSPECTfON p= qh( p- pi) (6-22) External pressure, +GCp= 1 -GCp= -1.1 Figure 6.11 through 6-16 Internal pressure, Gp;= ± 0.18 Enclosed Building Figure 6-5 p= 20.60[1 -(±0.18)] psf 20.60[-1.1 -(±0.18)] psf p= 24.31 psf psf -26.37 psf psf 6.5.12.4.2 Building with h>60ft at mean roof high h= 14.0 ft Provision of ASCE 6.5.12.4.1 shall be use Kh= 0.70 qZ= 29.43 KZ p= q(GCP)-gi(GCpi) (6-23) z= 0 KZ= 0,70 qn= 20.60 qz= 20:60 External pressure, +GCP= 1 -GCP= -1.1 Figure 6-17 Internal pressure, Gp;= t 0.18 Enclosed Building Figure 6-5 Windward wall, q= qZ= 20.60 q,= qh= 20.60 p= 20.60(1)-20.60(t0.18) 20.60(-1.1)-20.60(t0.18) 20.60 t3.71 psf -22.66 t3.71 psf 24.31 psf -26.37 psf Leeward wall, side wall and roof evaluated at height h q= qr,= 20.60 q,= qh= 20.60 = 20.60(1)-20.60(t0.18) 20.60(-1.1)-20.60(t0.18) 20.60 t3.71 psf -22.66 t3.71 psf = 24.31 psf -26.37 psf 6.5.15, Design Wind Load on Others Structures F= qZ G CfAf (6-27) qZ .00256 KZ KZ,Kd VZ 1 (6-15) Ht.z at the centroid of area Af= 15 ft Exp= B Exposure coefficient KZ= 0.57 6.5.6.6, T-6-3 for MWFR Topography factor KZ,= 1.00 6.5.7.2 Directionality factor Kd= 0.85 Table 6-4 Wind Speed V= 90 mph Importance factor 1„,= 1.00 Table 6-1 qZ= 10.05 psf Gust Effect factor G = 0.85 6.5.8 Force coeff Cf= 1.2 Figure 6-21 through 6-23 Design wind pressure, F/Af = 10.25 psf S"I AT O =5' DEPT.OF LABOR P,»D iTJDUc,TRIES FAS P A P REVI �iOiJ Jail- SUBJECT TO CODE. AND FIELD INSPECTION Page 5 of 13 98340 "WA" "Area" 47.916 -122.570 119. 189 42.501 121. 034 42. 989 118. 98342 "WA" "Area" 47.756 -122.530 122. 088 43.017 123.246 43. 401 121. 98343 "WA" "Point" 48.136 -123.731 112. 918 52.003 112.918 52.003 112. 98344 "ti4A" "Point" 46.986 -122.223 114.741 38.284 114.741 38.284 114. 98345 "WA" "Area" 47.699 -122.619 129.237 45.487 130.955 46.026 128. 98346 "WA" "Area" 47.799 -122.540 119. 997 42.441 123.242 43.261 118. 98348 "WA" "Point" 46.834 -122.318 111. 974 37.589 111.974 37.589 111. 98349 "WA" "Area" 47.271 -122:785 122.266 44.592 125.424 45.392 120. 98350 "WA" "Point" 47.906 -124.630 150.000 70.386 150.000 70.386 150. 98351 "WA" "Area" 47.206 -122.768 120. 669 43.790 121.514 44.276 119. 98352 "WA" "Point" 47.215 -122.199 117. 675 39.684 117.675 39. 684 117. 98353 "WA" "Point" 47.556 -122.544 157.890 55.699 157.890 55. 699 157. 98354 "WA" "Area" 47.245 -122.316 119.655 40.830 120.431 41. 161 119. 98355 "WA" "Area" 46.721 -122.215 108. 974 36.010 110.423 38.272 99. 1 98356 "WA" "Area" 46.567 -122.318 105. 144 35.100 107.509 36. 695 93.5 98357 "WA" "Point" 48.368 -124.622 124. 104 62.672 124.104 62.672 124. 98358 "WA" "Area" 48.059 -122.697 127.825 45. 976 140.135 50. 807 120. 98359 "WA" "Area" 47.418 -122.576 135.033 47.099 145.179 50.567 131. 98360 "WA" "Area" 47.096 -122.213 115.907 38.864 116.793 39.347 107. 98361 "WA" "Area" 46.653 -121.626 92.200 29.422 102.820 33.004 90.3 98362 "WA" "Area" 48.104 -123.407 112. 194 46.712 120.454 54. 682 111. 98363 "WA" "Area" 48.116 -123.511 111. 982 48.438 146.152 66. 305 111. 98364 "WA" "Point" 47.854 -122.588 118.417 42.156 118.417 42.156 118. 98365 "WA" "Area" 47.917 -122.699 117.287 42.290 119.412 43. 191 116. _98366 "WA" "Area" 47.526 -122.602 152.714 53.794 L159.025 55. 870 147. 98367 "WA" "Area" 47.456 -122.656 139.245 49.355 154.555 53.991 129. 98368 "WA" "Area" 48.107 -122.792 126. 698 46.111 141.366 52.009 114. 98370 "WA" "Area" 47.748 -122.622 122. 976 43.664 141.458 49.225 118. 98371 "WA" "Area" 47.197 -122.315 118.521 40.360 119.627 40.948 117. 98372 "WA" "Area" 47.201 -122.272 118. 195 40. 105 119.899 40.831 117. 98373 "WA" "Area" 47.149 -122.324 117. 733 40.000 118.416 40.409 117. 98374 "WA" "Area" 47.145 -122.265 117. 127 39.563 117.826 39.966 115. 98375 "WA" "Area" 47.104 -122.313 116.964 39.598 117.673 40.078 116. 98376 "WA" "Area" 47.875 -122.876 117.779 43.855 128.294 46.735 115. 98377 "WA" "Area" 46.519 -121.841 95.888 30.733 104.386 33.723 70.3 98378 "WA" "Point" 47.547 -122.613 154.515 54. 692 154.515 54. 692 154. 98380 "WA" "Area" 47:573 -122.872 136.271 50.330 140.605 51.001 123. 98381 "WA" "Area" 48.311 -124.443 122. 659 60. 639 150.000 70.386 121. 98382 "WA" "Area" 48.089 -123.099 113.818 43.586 117.891 48.511 112. 98383 "WA" "Area" 47.656 -122.694 136.834 48.322 141.433 50.205 124. 98384 "WA" "Point" 47.522 -122.536 154.309 54.122 154.309 54. 122 154. 98385 "WA" "Point" 47. 139 -122.097 114.920 38.206 114.920 38.206 114. 98386 "WA" "Point" 47.513 -122.500 154.516 53. 980 154.516 53.980 154. 98387 "WA" "Area" 47.065 -122.377 116. 964 39.826 118.632 40.911 115. 98388 "WA" "Area" 47.171 -122.590 119.553 41.885 119.946 42.161 119. 98390 "WA" "Area" 47. 195 -122. 180 116. 985 39.340 119.551 40.614 115. 98392 "WA" "Area" 47.733 -122.562 124.826 43. 928 127.468 44.695 122. 98393 "WA" "Point" 47.612 -122.654 149.895 52.763 149.895 52.76_f j9. 98394 "WA" "Area" 47.325 -122.777 124.379 45.234 125._59_7-4"5 ;,781 1Z3. 98395 "WA" "Point" 47.388 -122. 654 129.543 45. .81'1�29 rr5`4345�0T8rl�ES 129. 98396 "WA" "Point" 47.106 -122.043 113.580 3 52"8 J�11.3,'�58�0� 37zC52�8 11 . I� 98397 "WA" "Point" 46.768 -121.790 102.202 3 .786FA51r0"N.202�\3,2`.786 102. 98398 "WA" "Point" 46.779 -121.737 100.567 3 207 100.567 32,2107 1112200 98401 "PA" „Point" 47.253 -122.436 120.988 4 � 1. 20�'.� .203898402 WA Area 47.257 -122.440 121.169 41�823 12173' .098403 "WA" "Area 47.264 -122.460 121.641 4275•. 1 WA" " rea98404 47.212 -122.414 119.780 41.1721 86.R41^.510 118. 98405 "WA" "Area" 47.245 -122.467 120.878 41.8.4.0- r21.606 42.210 120. 98406 "WA" "Area" 47.259 -122.506 121.580 42.269 122.328 42.672 121. 98407 "WA" "Area" 47.284 -122.508 122.637 42. 651 124.768 43.482 121. http-.Hearthquake.usgs.gov/research/hazmaps/design/datasets/2003-ZipCode-MCEdata-WA... 3/11/2008 MODERN BUILDING SV... CMS, INC. JOBlUl 9493 Porter Road SE • PO Box 110 SHEET No. CJ� oh AUMSVILLE, OREGON 97325 CALCULATED BY fVY DnTE(o_ q �I 503-749-4949 CHECKED BY _ DATE Fax 503-749-4950 SCALE i Zq ; o�l �F� _ 12_ Se► t_.w►c�'- "E".i Imo:. -.o e z�Z �z. t 36o. - - � 320 (��o�)I (,_Z� =�t�--:-_��6se- r-.r = 13.4"x;1�-•k r. . , --I�.sfas� = ►.ts - - - 73 ► '� 7e Z 4 J D-S160 D _AS.-(fit--lad:r�' - C 41. n I i I ; L I , ; I ' I I .. L_ ! n _ Dip 5�,�\AFynFvrc0 _ -- _ -- = - E C, � I , i I , MODERN BUILDING ST MS, INC. AW5 -LEAuuc:7 9493 Porter Road SE - Pu jox 110 !"HFRj NO — —C.L:--( AUMSVILLE, OREGON 97325 CALCOLATEI)BY r4la- [)ATE 503-749-4949 CHECKED BY DATE Fax 503-749-4950 SCALE A 4v s v. A 6-�CC -7-b5 U5 E W-T�At- Cc . ........ ---bA ag . = � ,............ .0------------s stt (k.�.A. I.zt (CA o M�,� +✓�1 � 4�� �f21(�.�1�= Z� � �.g�3e�a>(o.o�O�C�l►bet�r:, ;= 3�.s� o .Ne il si'l�:l X C-& (A-& 4 Z32-(z� ,:7 4G4 7 -7 p Q_,. �T 1st e NOA PLI, 2 0. Z t -UjAc 0, 63 t.0 D Zz,� 0 L 0-0 4 -D -b t- 0lbl LA 06-b;4L)z L,�, — A —Z v �,l ks tt -A-IA-vs (7A ....... 'IL -- c)"61L L 2-- v WAkL, tyx-"N cu P cw- ��110 Ar-� A Am, 'K a. Connections and panel joints shall allow for the story drift The tributary areas of the horizontal restraints shall be approx. caused by relative seismic displacements(Dp)determined in inrately equal. Section 13.32,or 0.5 in.(13 mm),whichever is oreatest. c EXCE I ION: Rigid braces:uc permitted to he uxed instead of di- b. Connections to permit movement in the plane of the panel for :tgowil splay wires. lirtces amt,rtachntcnts to the suruc(nrtl system story drift shall be sliding connections using slotted or oversize shove shall be adctluate to limit relative latend deflections at point of holes,connections that permit movement by bending of steel, :ttt,tclmtent of ceiling grid it)less than 0.25 in.16 mnt)for the loads or other connections that provide equivalent sliding or ductile prescribed in section I3.3.1. capacity. d. For ceiling areas exceeding 2,50011z(232 m'),a seismic sepa- ration joint or full height partition that breaks the ceiling up into c. The connecting member itself shall have sufficient ductility a areas not exceeding 2,500 ft shall he provided unless struc- and rotation capacity to preclude fracture of the concrete or uual analyses are performed of the ceiling bracing system for brittle failures at or near welds. the prescribed seismic forces dial demonstrate ceiling system d. All fasteners in the connecting s such as bolts, inserts, � g stem Y penetrations and closure :mglcs provide sufficient clearance welds, and dowels and the body of the connectors shall.be to accommodate the anticipaled ladcral displacement. Each designed for the force(FP)determined by Section 13.3.1 with area shall be provided with closure angles in accordance with and ar taken from Table 13.5-1 applied at the item 2 and horizontal restraints or bracing in accordance with values of RP center of mass of the panel. item 3. e. Where anchorage is achieved using flat straps embedded in e. Except where rigid braces are used to limit lateral dellec concrete or masonry,such straps shall be attached to or hooked tions,sprinkler heads and other penetrations shall have a 2 in. around reinforcing steel or otherwise terminated so as to effec- (50 nun)oversize ring, sleeve, or adapter through the ceiling lively transfer forces to the reinforcing steel or to assure that the to allow for free movement of at least I in. (25 mm) in pullout of anchorage is not the initial failure mechanism. all horizontal directions. Alternatively, a swing joint that can 13.5.4 Glass. Glass in glazed curtain walls and storefronts shall accommodate I in. (25 nun)of ceiling movement in all hori- be designed and installed in accordance with Section 13.5.9. zontal directions is permitted to be provided at the top of the sprinkler head extension. 13.5.5 Out-of-Plane Bending. Transverse orout-of-plane bend- f. Changes in ceiling plan elevation shall be provided with posi- ing or deformation of a component or system that is subjected tive bracing. to forces as determined in Section 13.5.2 shall not exceed the deflection capability of the component or system. g• Cable trays and electrical conduits shall be supported indepen- dently of the ceiling. 13.5.6 Suspended Ceilings. h. Suspended ceilings shall be subject to the special inspection 13.5.6.1.Seismic Forces. The weight of the ceiling, WP, shall requirements of Section I IA.1.3.9 of this standard. include the oiling grid and panels; light fixtures if attached to, 13.5.6.3 Integral Construction. As an alternate to providing clipped to, or laterally supported by the ceiling grid; and other large clearances around sprinkler system penetrations through components that are laterally supported by the ceiling. Wr, shall ceiling systems, the sprinkler system and ceiling grid are per- be taken as not less than 4 psf(19 N/m2). mitted to be designed and tied together as an integral unit. Such The seismic force. F�Lshall be transmitted through the ceiling a design shall consider the mass and flexibility of all elements involved, including the ceiling system, sprinkler system, light attachments to the building structural elements or the ceiling structure boundary. fixtures, and mechanical (NVAC) appurtenances. Such design shall be performed by a registered design professional. 13.5.6.2 Industry Standard Construction. Unless designed in accordance with Section 13.5.6.3, suspended ceilings shall be 13.5.7 Access Floors. designed and constructed in accordance with this section. 13.5.7.1 General. The weight of the access floor, W, shall in- 13.5.6.2.1 Seismic Design Category C. Suspended ceilings elude the weight of the floor system, 100 percent of the weight of in structures assigned to Seismic Design Category C shall be all equipment fastened to the floor,and 25 percent of the weight designed and installed in accordance with ASTM C635, ASTM of all equipment supported by, but not fastened to the floor.The C636,and the CISCA for Seismic Zones 0-2,except that seismic seismic force, Fp,shall be transmitted from the top surface of the forces shall be determined in accordance with Sections 13.3.1 and access floor to the supporting structure. 13.5.6.1. Overturning effects of equipment fastened to the access floor 13.5.6.2.2 Seismic Design Categories D through F. Sus- panels also shall be considered.The ability of"slip on"heads for pended ceilings in Seismic Design Categories D,E,and F shall be pedestals shall be evaluated for suitability to transfer overturning designed and installed in accordance with ASTM C635, ASTM effects of equipment. C636, and the CISCA for Seismic Zones 3-4 as modified by the Where checking individual pedestals for overturning effect , following: the maximum concurrent axial load shall not.exceed the;portio of Wp assigned to the pedestal under.consideration� �pN a. A heavy duty T-bar grid system shall be used. b. The width of the perimeter supporting closure angle shall be 13.5.7.2 Special Access loors..A� ess"floors shall be consid- P PP b g �,��, � not less than 2.0 in. (50 mm). In each orthogonal horizontal ered to be"special access floo-N if�tfiey�are'desrgned to comply direction, one end of the ceiling grid shall be attached to the with the following considerations: \\ ,` DID\_6 closure angle.The other end in each horizontal direction shall 1. Connections transmitting seismic)loads consist�0Y e- have a 0.75 in.(19 mm)clearance from the wall and shall rest chanical fasteners, anchors satisfying the 'equtremetit o upon and be free to slide on a closure angle.. Appendix D of ACI 318\welding,ortbearing�;D'e'si n load c. For ceiling areas exceeding 1,000 ft2(92.9 m'-),horizontal re- capacities comply with recog s'gn codes and/or straint of the ceiling to the structural system shall be provided. certified test results. Minimum Design Loads for Buildings and Other Structures 147 o�ZOOM 0030 M.E WHITAKER MAY P. 0. 80X 20270 PORTIANO,OREOON 97220 PHONE(503)255-5155 TOU.FREE 1-800/458-8344 6 SAX/(503)255:5Ttd f� r' llJf 11(1 D JAN 2 j IY92 MOOERNBIIu.Oty6 SYST':M�t October 16, 1991 TO MOM It May n: Subject: 12ga. (.105) diameter Galy. Acoustical Hanger Wire PSI - Tensile sttength 55,000 X area in square inches - 480# breaking strength in pis. Subject: 109a. (.135) diameter Galy. Acoustical Hanger Wire PSI - Tensile Strength 55,000 X area in sa_uare inches 787# breaking strength in pounds. Subject: 99a.- (.1483) diameter Galv. Acoustical Hanger Wire PSI TbsUe" strength 55,000 X area i.n` square inches 950# breaking strength in pounds. I trust this is the Informatibn you need. If you have any other questions.. please let me know;. Sincerely. Wiley R. Stoddard, Jr., Vice President M?S:cl.r pEpFPS�,��`p P R'�v E0 PNp F\E\-0 '^ n +p; _� "•?�' riM• �: f ':'±'t' ^'9�.'h�i'^r"'T,yyIFi"+1 x,c;'� �, sr tri•. t.,•. SWIM y{41'fd "l NAM yysoh 1pltV J✓}Y [J'A 3 Sc!(/'• .d�' � .dlf t 2 1 F a "'M'i7.�� yS BtlSl'�C)i'i ,,5}/S••`e k Ed - �c `8 .'llCrri �+Yi�b< p �+ � = Recycled �str0n ® Content: g 25% Code Compliant Armstrong Seismic Rx'" Suspension Systems ICC-ESR-1308 Armstrong Seismic Rx ESR-1308 Lists Specific Components Suspension System Saves Time and and Method of Installation Money Armstrong is the only manufacturer The performance of the Armstrong Seismic Rx Suspension System is based on a to have an ICC-ES evaluated specific combination of components and method of installation. Other manufacturer's approach to installations in components and installation methods were not tested and are not covered in IBC Categories C,D.E,and F (ESR-1308).The Armstrong this evaluation. Substitution of other components puts the system at risk and is Seismic Rx Suspension System not allowed by this ESR report. offers a labor and cost saving method of meeting seismic code Components without risk of delaying your construction schedule. Select a component from each section(A,B and C). IBC Category C: Design Design •Easier to square the system by A.Suspension Systems Categories D,E and F Category C installing tight to adjacent walls •Tighter,more secure installation PRELUDE XL 15/16"Exposed Tee System l_j Heavy-duty C.': Intermediate-duty •Eliminate stabilizer bars PRELUDE XL Fire Guard 15/16"Exposed Tee System ❑ Heavy-duty E Intermediate-duty IBC Category D,E.F: PRELUDE XL 15/16"Environmental Tee System ❑ Heavy-duty •Reduce material costs by using 7/8"molding SILHOUETTE XL 1/4"Reveal 9/16"Bolt Slot System ❑ Heavy-duty ❑ Intermediate-duty •Eliminate stabilizer bars SILHOUETTE XL 1/8'Reveal 9/16"Bolt Slot System ❑ Heavy-duty ❑ Intermediate-duty •Eliminate.installation hassles from 2"wall molding SUPRAFINE XL 9/16"Exposed Tee System ❑ Heavy-duty ❑ Intermediate-duty SUPRAFINE XL Fire Guard 9/16"Exposed Tee System ❑ Heavy-duty C Intermediate-duty iCC=ES.Recognizes AL PRELUDE PLUS XL 15/16'Environmental Tee System C Intermediate-duty the Armstrong Seismic Rx Suspension System SONATA 9/16"Dimensional Tee System E. Intermediate-duty as a Code Compliant INTERLUDE XL 9/16"Dimensional Tee System C Intermediate-duty Solution The independent and expert SS PRELUDE PLUS XL 15/16'Environmental Tee System C Intermediate-duty evaluation and confirmation by ICC-ES provides the code official with proven evidence supporting ALL Design Categories the Armstrong Seismic Rx Suspension System as a code- B.Wall Moldings: ❑ 7875(120"nominal compliant alternative design to 3/4"x 15/16"shadow current IBC requirements. Hemmed(angle molding)with Hemmed(shadow molding) prefinished exposed flanges. with prefinished exposed molding,1/2"reveal) ❑ 7800(144"nominal 7/8"x 7/8" flanges. C.Accessories: hemmed angle molding) C 7823(120"nominal El7802(120"nominal 7/8"x 7/8" 2"x 1-1/4"shadow molding, 2"Beam End Retaining hemmed angle molding) 3/4"reveal) Clip Joins main beam or ❑ 7803(144"nominal 7/8"x 7/8" ❑ 7874(120"nominal cross tee to wall molding and web of grid with no hemmed angle molding) 9/16"x 15/16"shadow visible pop rivets. El780036(144'nominal molding,1/4"reveal) visible BERC2 7/8"x 7/8"hemmed The moldings listed below angle molding) may be used in addition to those listed within categoriesS ❑ HD7801 (120"nominal D,E and F. -\, �`1C,'+FUG 7/8'x 7/8"hemmed angle molding) E. 7871 120"nominal ❑ 7809(144"nominal 3/4"x 15/16"shadow FpS P P 15/16"x 15/16"hemmed molding,3/4"reveal) P o 'p?� angle molding) C 7873(120"nominal o 9/16"x 15/16"shadow molding,3/8"reveal) T Please visit 1 p�10 F�ELa www.icc-es.org for a copy of the ESR report. WWII", Lpywll� �gsa ... b �y 2 Armstrong Seismic Rx" Suspension Systems Installation Details Attached Wall -�....�-.,..., •-�,. ;. �� - ~.o..\ �.S BERC2 Chps: OR Pop Rivets B or P B or P B or P tt i 4Attached' BCategory D, E, FX Hanger Me8 BERC2 ClipP Pop Rivets 1Nall Waif Screw tg6teneAthrwgti;mae - i—Pop rivet -Sra mm�er weti-mstrwYmg sepvaflai... B born wall iiioldng - - � y'-t1" Unattached ' WaIP i 8•�x �„ Tow a y4 aroma '� e I To download CAD drawing details go to B B B www.armstrong.corn/seismic y F 4S Unattached Wall _4 Tight Wall r B ti{n B � `�a�• a`af Main Main Category C . r Beam B X Hanger Wire .o. g Yt-'t(r4f Y; 8 BERC2 Clip e s Tight Wall - e r B = R Cross > r Tee - ,« 'j I-- B Cross y� Tee n'+ 01 ES a, �.78'. are• '° .-2'o.c. Clearance B To download CAD drawing details go G�t� . Wall B B B www.ar strong.com/seismic`' \``��` �z 3/8'Clearance Wall NOTE:Fort compl�ete•seismic installation requirements•contact TechLine at �i ;I 877-ARMSTRONG Y � Techl-ine`"/1 877 ARMSTRONG % 1 877 276 7876 ri' uU armstrong.com/ceilings r CS-3751-806 0 AWI Licensing Company,2006 Printed in the United States of America '' '' L40DERN BUILDING Sl EMS, INC. J'O--!:bWA- --- r 9493 Porter Rd. SE P.O. Box 110 SHEF---T No. ��1"I at AUMSVILLE, OREGON 97325 CALCULATED By Cam" DA1G (503) 749-4949 CHECKED OY DAMFax (503) 7494950 - — -�"-- SCALE C, Al 1 t- 3�PSF 1 1.4L,� 28ZQ(F OREGON � `rF ,,v�'• � 21543 G 4 ��;• .; "s5� �o R�,sr � � ' tvnL pur (L 1'" 3��4(1.1 ` (�49P k c' EXPIRES: IZd,�1_ z /J.25 4 lsQsf- u M•• to Q Mla 1.5 n.µcb 4r. ae Z "g4 Goal r. .gz-\ lA2 3qc� e g lcae It so.c �`�sr 0�s(r.3�� 1�5g 1 4k 13e�d �,z I.S� Illsg�epr -l.L5� �tr,-!p OPfi)o►a ,V,SE Zl-(o x Z I-{�" k, I-O �( t 4-� C'-�4 X Z!(��Gl;(3ot•' L PnF = 6656 L N1= 1C5��b.C1 ZP.S�s�iZ Z`�qA (IZI� _ ��59�L P _7934DL 1�I T Par Zll3oo 2�}Scog �G(o.t,1(4�Z G-7&, Mt 44 b �1Z 00l (A r J +� Z (S.S�q.51 �EQFp,S�'` PPPR �00� 5��Z, PK�CvX101���-,loJ�nN MODERN BUILDING SN :MS, INC. JOD— ------ 9493 Porter Rd. SE P.O. dox 110 SHEET NO. Z a: - Z, AUMSVILLE, OREGON 97325 cnLcui.nTro BY nAtr• 4' (503)749-4949 Fax(503) 749-4950 CHOCKED°Y_ DATii SCALE -` C 009 4 UCP 1"'� (lib t6glC(�g I= �Z�31^o" w 54iL 1�( po0 jx<0.4o igw4k 156go4 (Ito+89� (z,.c�l S5o Co F s. I.Zs eS61s11tL ZovAE 3 w(,rx 149oei �(Ps�1�31t _1447-+ 1150 = 3%114(0.J141• GZsl d w� �ZS{ �Z q6 g NaC#*1 o.�o,(Z9�Z1 eL'=ZS4 �.Coh1Ctl Tt 1213(a t3� uS SIMP MAr4-e.. MASe Z(4 8b� 0- Cv.ZS l T- 4°IPIF o _Z—(c41 OEPFPS�'�-PQ R�vEO -got- TABLE I Ultimate Friction Factors and Adhesion for Dic&Wlar Haterial© Friction Friction Interface Materials factor, 8,tla1e•8 tan S de reel Mass concrete on the following foundation materials: Clean sound rock.. ... .. . . .. . .. .. . Clean gravel, gravel—sand mixtures, coarse sand. .. 0.55 to 0.60.' Clean fine to medium sand, silty medium to coarse 29 to 31 sand, silty or clayey gravel. .. . ........... . . . . . 0.45 to 0.55 24 to 29 Clean fine sand, silty or clayey fine to medium s and.0 4 4 4 Is*4 0 4 0 4 0 4 a a 4 0*4. nd.:................... . ... . . ..0......... . .. .. 0.35 to 0.45 19 to 24 Fine sandy silt, nonplastic silt............... ... 0.30 to 0.35 17 to 19 Very stiff and hard residual or preconsolidated clay.-,.044 4 ............. lay................................ 0.40 to 0.50 22 to 26 Medium stiff and stiff clay and silty clay........ 0.30 to 0.35 17 to 19 (Masonry on foundation materials has same friction factors.) Steel sheet piles against the following soils: Clean gravel, gravel-sand mixtures, well-graded rock fill with spans........................... 0.40 22 • Clean sand, silty sand-gravel mixture, single size hard rock fill,,,, ............. 0.30 17 Silty sand, gravel or sand mixed -with silt or clay 0.25 14 Fine sandy silt, nouplastic silt.................. 0.20 11 Formed concrete or concrete sheet piling against the i following•soils: Cleats gravel, gravel-sand mixture, well-graded rock fill with seal ls...�......��.��� 0.40.to 0.50 22 to 26 Clean=sgnd, silty sandtravel•mixture, single size hard rock fill.. .......f.....:................ 0.30 to 0.40 17 to 22 Silty sand, g�'avel .or: sand mixed with silt or clap 0.30 17 .. . _' �8r=+Ot1S 8CL'�Ct:tral 1na�C;'tfl1.s t - Masoaty on masonry, 'Mon and aetawrphic rocks: Dressed soft rock on dressed.soft rock.......... 0.70 35 Dressed hard reek on dressed soft rock........... 0.65 33' Dressed hard rock on dressed hand rock.......... 0.55 29 Masonry on Vood (cross Status..................... 0.50 26 Steel on steel at sheet pile .interlocks........... 0.30 17 Interface Materials _(Cohesion) AdhesioaSb-,,, `Fps ) Very soft cohesive soil (0 - 250. GO Sofa cohesive soil (250 - 500 psi oF�P�;,R� E� Medium stiff cohesive 500 soil (500 1000 psf) ���FPS PQP 00 oaJC750 Stiff cohesiVe soil (1000 - 2000 psf) 75'" 950' Very Stiff cohesive Soil (2000 - 4000 psf) J��950��C1:;3fl0 7.2--63• Change 1, September 1986 'DYER QNeHv 'tea YVARS OF i a t moad t.. "oath Carolina 20607 •M Oregon aM Cd11forniaL owft Minute Man Anchom "le saw. To veld yy call: 305 W. Walker Street Allen Aschim, Assist-. Chief Fast FIat Rock, North Carolina 28726 Wufavt-urod Structures and Parks 1--800-242--1371 Attention: Mr. LOCke M. Jones, Pr sld;�m_- Dear Mr. Jones: On May 21, 1990 compmSsfor}�-morfWormed on the Minute Man piers •vubniitted to this lahorato . Ali pf . �:oorea T taln the vCitiC�1 loadiggs plied, without evidence a s�gnifi�c�- at dlstord MrAq ;. . stxttiruary of our teswb provided below: pler�•tei�ht - Ve ,rat . . , ,` 1�►��5� 6" ��yy��• 14o.pRuM loading disoontinuod u #Awf u a 14" 16" is" « « « 229( • « H N . 24" - .n we apple 06 , orcud% , P1�e fed feat to comas t t1�is otCce shWd these be u - o u K• INC. w No.C 04008y i k AIDO AURC:1*tL(RK4(W(((lljr4jid"I 0 tf f t tWu#*I K(�+pp� t6ddt4t ss Mmmev' rct ff�dLc�f t«•gAf{+Off{ LET.Y4 eltlfGlT�Hc f f.fe4�IfICtKfq �Yl1f G :� -�.KMdtf�tTerct woe tµt,G�t�NC�fWMKNCI Yll�fr�4fKIHb.Y1l�W�tfWKJrtr.NfA OWttE��OY�F� ts�pJgtRNc�+!ffR • �u�J�G��S�a.�oN rti •d tiQTVQ6£fzOC f48•itl6 lrl ta_ • IN LINE INSTALt-tD AND CONNECTED GROt-_.J ANCHOR AND FRAME CONNECTION Home C M i Beam Main Frame Beam ` Diagonal frame Anchor and strap/ tie-straping in straight line MAX`'W o Ground Install anchor to full depth (i.e., completely to head) Anchors less than 48" in length should not be installed in line Figure 1 with the pull. ifizer For those homes which are designed to ad ad MAX 450 require only diagonal frame ties, the ♦, MAX 45° anchor can be installed in line with the ties. Figure 1. Another accepted way to limit lateral Figure 3 deflection is by use of a tested and M: g approved Metal Stabilizing Device. Figure Figure 2 {„ 2 and 3. In Figure 2, the Stabilizer is a _f=r part of the anchor. In Figure 3, the plate is 'T E` driven in front of the anchor's direction of pull and will act to minimize the anchor rod deflection. See Top of Page 2. LOCKING FRAME CLAMP If MMA-33 ASSEMBLED UNIT 'h x 1"Grade 5 Bolt Nut Home Fran e,d r Locking Clip n � Pivot Clip must not vary"more®� than 10\Deg.from P1e1\r`peridic_ularCR =:---Minute Man Strap w/Radius Clip to Beam. P� To Anchor - s 3. :« For tie down strap and anchor spacing. See the Mobile Home Manufacturers Installation Manual. Each state, county or municipality may require a specific anchor from the groups shown for each soil classification. Check local regulations before installation. Note: Soil test probe the anchor location in order to match the proper anchor with the soil classification. Stabilizer plates or certified stabilizing device must be used with anchors when anchors are used to resist horizontal forces. The distance from the end of the home to the first anchor must not exceed 2'-0" All homes located in Wind Zones/1 and 111 must have a vertical tie installed at each diagonal tie location. SOIL CLASSIFICATION CHART Soil • � • . • - • •.: Class :Description (ASTM D1586) Value Minute Man Anchor 1 Sound hard rock NA NA Cross Drive or Rock Anchor 2 Very dense Wor 40-up 551 lb. in. 4430DH cemented sands, Up 650DH 4430 EZDH coarse gravel 4636 EZDH and cobbles, 636 EZDH caliche, GW-2 preloaded silts, 12" Stabilizer Plate and clays. Nu-Concept Stabilizer Cap 3 M:eddense 24-39 351 to 550 636 DH 4430 EZDH cos, lb in. 650DH 636 EZDH 4430DH 4636 EZDH sals, 4636 DH 650 EZDH ve , GW-2 an 12" Stabilizer Plate Nu-Concept Stabilizer Cap 4(a) Loose to medium 18-23,3 276 to 350 4636 DH H 650DH dense sands, firm lb. in. 6 to stiff clays and 650D 4636 EZDH silts alluvial fill. 4636 NU Concept Stabilizer Cap 12" Stabilizer Plate f(b) VERY loose to 12-17 175 to 275 760DH medium dense lbs. in 860DH sands, firm to stiff 1060DH S clays and silts, 17" Stabilizer-P�Iates\�; alluvial fill. ,iember: Each state, county or municipality may require a specific anchor fro th%g�oups�s#iown fo;��each classification. Check local regulations first. soils less than 413, see home ma ufacturer's instrr u)"bons. Many anchors are designed for particular soil condition(s)and are unacceptable fo se in other,�,type soUs;00�ON have listed the soils for which each anchor is designed and approved. Soil classifications are takenbrom the?�0 idard for the installation on mobile homes" Part 3280 each anchor model listed has been tes��ed Ny an,�Q pendent professional engineer to meet ANSI A225.1 and ASTM D3953.91 codes. \ Revised 3114107 V 11 . Following is a list or minute-Man Anchors with an allowable working load equal to or e[ceeaing 4;1;50 lbs. and are capable of withs' ling a 50% overload (4,725 lbs. to' Stabilizer devices must he`use"d with anchors when anchors t ised to resist horizontal forces. 1, art 32M50.0(f)', MARK MODEL DESCRIPTION USE f og iS011- f 1071 MMA-2 650-DH 5/8" 6" DISC, 50"ANCHOR 2,3,4;(a)� 1101 MMA-4 650-DH 3/4 6" DISC, 50"ANCHOR 2,3,4.(i) 1131 MMA-28 636-DH 3/4 6" DISC, 36" ANCHOR 2,3 1241 MMA-30 4430-DH 5/8 DOUBLE 4" DISC, 30"ANCHOR 2,3 1271 MMA-6 4430-DH 3/4 DOUBLE 4" DISC, 30"ANCHOR 2,3 1349 MMA-35 36-XDH 36" CROSS DRIVE ANCHOR 1 1350 MMA-8 48-XDH 48" CROSS DRIVE ANCHOR 1 1390 MMA-BR 24 BA BARB ROCK ANCHOR 1 1287 . MMA-86 860-DH 3/4 8" DISC, 60"ANCHOR 4(b) (Fla.) 1288 MMA-71 1060-DH 3/4 10" DISC, 60"ANCHOR 4(b) 1291 MMA-75 760-DH 3/4 7" DISC, 60"ANCHOR 2,3,4(a),4(b) 1346 MMA-52 4636-DH 3/4 4" & 6" DISC, 36"ANCHOR 2,3,4(a) 1284 MMA-55 4450-DH 3/4 DOUBLE 4" DISC, 50"ANCHOR 2,3,4(a) 1282 MMA-50 4442=DH 3/4 DOUBLE 4" DISC, 42"ANCHOR 2,3 1312 MMA-57 4636 NU 7/8 4" & 6" DISC, NU CONCEPT CAP 2,3,4(a) 1592 MMA-92 4430-EZDH 314 DOUBLE 4" DISC, 30" EZ ANCHOR 2,3 1593 ;MMA-93 4636-EZDH 314 4" DISC, 6" DISC, 36" EZ ANCHOR 2,3,4 1594 MMA-94 636-EZDH 3/4 6" DISC, 36" EZ ANCHOR 2,3 1596 MMA-96 650-EZDH 3/4 6" DISC, 50" EZ ANCHOR 2,3 1598 MMA-98 6650 EZVDH 3/4 DOUBLE 6" DISC, VERT. STABILIZER 2,3,4(a) (Fla.) 1599 MMA-99 8860 EZVDH 3 /4 DOUBLE 8" DISC, VERT. STABILIZER 4(b) (Fla.) 2390 MMA-18 THDH DOUBLE HEAD TENSION DEVICE SLAB 2391 MMA-18 THDHLS DH TENSION DEVICE W/LAG SLAB 1420 MMA-12 210-DH CONCRETE ANCHOR SLAB 1450 MMA-14 210-PDH WET CONCRETE ANCHOR SLAB 1445 MMA-42 210-JDH SWIVEL HEAD WET CONCRETE SLAB ANCHOR 1321 MMA G W1 G W 1 ROCK ANCHOR 1 1322 MMA G W2 G W 2 SOIL ANCHOR 2,3 2200 MMA-SD2 STABILIZER- 12" 2,3,4(a) 2202 MMA-SD2 STABILIZER- 17" 2211 N C1 NU CONCEPT STABILIZER CAP MMA-29 FCIIW/S FRAME CLAMP II W/STRAP2691 2820 MMA-31 FRAME TIE LONGITUDINAL FRAME ,-E B13�TIE �FLA. 2822 MMA-34 FRAME TIE LONGITUDINAL FRA6E TIE\,4�130LT ►Ased 3114107 12. ROD M.HUDGINS,JR.Pl PA.BOX 5010 ASNEVILLL N.C18818-5010 JANUARY 8,2007 MINUTE MAN ANCHORS,INC. 305 WEST KING STREET EAST FLAT ROCK,N.C.28726 DEAR SIR: I HAVE ANALYZED DESIGN DRAWING,PHYSICAL TESTING REPORTS AND INSTALLATION INSTRUCTIONS FOR THE MINUTE MAN PRODUCTS LISTED AS FOLLOWS: GW2-NC2 650 DH 5/8 4430 DH 5/8 36 XOH THDH 650 DH 11/16 4430 DH 11/16 48 XDH THOHLS 650 DH 3/4 4430 DH 3/4 36 DH 760 DH3/4 24 BA Fa W/S 636 DH 5/8 4442 DH 5/8 210 DH FCII W/S 636 DH 3/4 210 PDH BUC W/S 4450 DH 11/16 210 JDH SBN 4636 DH 3/4 4450 DH 3/4 10O DH MMAS02 4636 NCI 7/8 MMASDA2 4430 EZDH CT/WS CORNER TIE 636 EZDH 3/4 LLBS LONGITUDINAL&LATERAL BRACING SYSTEM 650 :EZDH 3/4 MMA 31 LONGITUDINAL FRAME TIE 660 :'EZDH 3/4 MMA 33 LOCKING FRAME CLAMP 11 6650 EZVDH 3/4 W/VERT.STABUZER MMSPP LONG STAB SYSTEM 8860 EZVDH 3/4 W/VERT.STABLZER E-Z ASTS SUPPORT TUBS SYSTEM MY ANALYSIS OF THE PHYSICAL TEST REPORTS DEFINE THE BREAKING STRENGTH OF EACH OF THESE ANCHORS AND THEIR COMPONENTS TO BE IN EXCESS OF 4625 POUNDS. THE STRAPPING MEETS FEDERAL SPECIFICATION QOS 781 H FOR TYPE I,CLASS 8,GRADE I STRAPPING. THE STRAPPING ALSO MEETS WITH ANSI 225.1 STANDARDS AND ASTM D3953-91 STANDARDS. THE STRAPPING IS 1 '/4 X.035 MINIMUM,HOT DIP GALVANIZED STEEL ON FILE ARE TESTING REPORTS OF THE DIRECT WITHDRAWAL STRENGTH OF THESE ANCHORS. THESE TEST EVALUATE THE ANCHORAGE STRENGTH OF MINUTE MEN ANCHORS INSTALLED RESISTING AN AXIAL AND 45 DEGREE ANGLE APPLIED WITHDRAWAL LOAD. FOR THE ANCHORS LISTED ON PAGES 10 AND 11.THE AVERAGE HOLDING POWER MEETS AND/OR EXCEEDS THE REQUIRED MINIMUM OF 4,725 POUNDS,WHEN INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS IN THE SOIL TYPES AND CLASS SHOWN. THE LLBS BRACING SYSTEM WAS TESTED FOR WIND ZONES I,II,&III. �ti�lanmmmnii 0 RE§ l�JLCE ,•`�N CARO''.,� �E F� ' J 11582 - O ROD M.HUDGINS JR PEzz No. fl.\ 48 �ry�i,�'-•_• � O�� �' c�' S `y rP �5�;-� Pad%w.. �r� v fONAL�'` 14. . . �.v I I-I V J lf-�I CJ INSTALLATION INSTRUCTIONS FIRST CHECK FOR UNDERGROUND L M 5 LOCA710N; A n EZDH EARTH AUGERS 4�'�r w MINUTE mAN,ANCH0RS,INC. 1.SEE DETAIL THIS BOOKLET FOR INSTALLATION INSTRUCTIONS. �� EMCIRE� i4. EARTH AUGERS ,o,, aasrcrcLDdN"RQ 1. INSTALL AUGERS INTO SOIL WITH CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL OISTURSANCE i+>>e •vAKo LEAVING APPROX.Jr OF SHAFT EXPOSED. �� �i:r,• ��� �� :wwo EARRq �popp �� �2. INSTALL 8TA81LIZER PLATE•DRIVE FLUSH ,rrx ,�• WITH GROUND SURFACE. ���nNnt.xN�� se°O "PAP--a+ woRuiMaCoro 2. COMPLETE TURNING AUGER INTO GROUND UNTIL AUGER MEAD 18 FLUSH NTH GROUND SURFACE AND TOP •sela+wro toME OF STABILIZER PLATE. *�oo�aTRAva To ee aw,T IN•Y�tOa r0.mb THId(NEa6 ANC FIATED AN0 a7lPINEb;1/17iD•f �ETAlTMOd-N CROSS DRIVE ANCHORS •wm+A�„ER,_______ �wNwATm� 1 I. CROSS DRIVES ARE USED WHERE HARD ROCKY BOIL OCCURS.IF THE GROUND SURFACE 18 OTHER THAN •10 o -_i afu�cuArec) ROCK OR MINIMUM r ASPHALT,INSTALL'MMA'=STARLZPR PLATE,OR PLACE 12-c12k1Y DEEP CONCRETE S�p11AL F/y�M McMORn CONCRETE SLAB ANCHORS ` & � aa'>1E FOR TMEREQU REO MUNaDt OF TIE 0pAT�a 1. CONCRETE 8LAB TO BE MINIMUM 3 1r2 THICK AND IN GOOD CONDITION, (� TMs Won of TME wwurAcl M Mom Q(� N 2 TR±COMMA AR[RlQVuep AT EACMdwlI80F11►t EACH GOOF aAd1 2. MINIMUM SLAB AREA REQUIRED FOR EACH ANCHOR 18 28$0.FEET, 0 TRA>' POWAOUI MCTfOM Cr M W"AMUM HOUR ANO dw aE AAfr 1. DRILL PROPER 812E HOLE IN SLAB MINIMUM 12'FROM ANY EDGE �•aµAe OF TH9olFFF "r,V E ALL APPLICATIONS ' '""'�` '"'�"tTM' Teen+srAumoueTOArVm r ! +► CRO"cTro 1 ARIS A F cttosa oRtveARc+%V"Njon 7rnW FR Wyr ea 1,ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN, ► gM�E �� � MN1CU TiMTGVINOT 6e .�1�' 4►aTAtt TIE DOMry RiaTAUA 2.INSERT STRAP THROUGH 8PUT NUT.CUT OFF EXCESS STRAP AND TIGHTEN UNTIL SNUG. �H0 1025 /, ""As•T•eEk"FOR$m� C a"= TIE DOWN LOCATIONS c.T — � TVFea'-ores,em ofWATIMI.,1119ow, Aa e3 + FROMCTA UUSM AT s�Nwe aiMATERWAS�OCAy r -Oftfr A"" toy Iy i.g rTlLtt000"CYS WOVL U0CAN at URMWIIN 17 WM W"A MM e A yj .. QRF6QII R, acriopa WfTH low cKwom Comm FFKNM TmMom fl FRCrrC"m TO l.14,� 10'TTt00"rrrr"I'M�m+OWLCKTRAw ea eVOWCater 04CM �e Tmq wrem ATTApuOH ruTE T1 WM VAL=TO M 0"AM WAK gk •. -. a A � VKPEFn TEDCW"trM, A►►ROTEO twooda Sri i=�r�.�i SINGLE WIDE DOUBLE WIDE TRIPLE WIpE -- m1a arworr EARTH El B\ CROSS 0RNEANCHOR3 CnllLASANCHORS �OF1 �� FAc+tTc s�lo�'S yb38' 64+ 7z' °F az 47 62 82 TS' rAe6C S9 68 'F0A'� 2150ee VCa� ����KOW" ; rrx"O.Craoa rit0onan 2 3'-4 wb 6 6 7 E spa�406'b 0 NOT2 ,IF OBSTRUCTI P.REOLUDE THE PLACEMENT OF THE BIDE TIE DOWNS AT THE T LOCATION Vom Q(L SIDE TEE DOWNS AT 2'-0 FROM EACH END HAVE A TOLERANCE OF 1's Lxyw m\ AVID A. f�LC,Ybba "".�••�'.-_ M11tlo11TATMrti 7p}Nq NO - vOAMMENrl +bro",T• nu 0::.G�1:1 T.aoawimm"m~ioaieaxlmEOarAanu�nAemoRT+esrmb+wAra�.rmoR No.3913 oAvtoA c• � i.� bW.TF•tTICti®TT000IffMMM10LLOwK0, 01111MQI,r ��� u,• =��• ' wwrtarwniCareTama»� E. T{e-O , ST rF OF 0P� N0tt:Tilt 9L"ORT 40t V*AT.TT+a CNMlND6A4lNob 0lhp TRDpyTa�CM Be ATTMfe010 ACKMwb W MJPPOq}Hq vla 0-q Wl�TOr.Irbl W_ TCN`AA0V10. 2 ,a yX7 5 1 1 — � t, ^Anal°' Alq mU . T MIA 32 STEEL STRAP WAUCKEL MMA-71 STEEL MMAS02 STRAP Cow� tNER TIE STABUZER PLATE MMA-34 TOP P T le BOTTOM B TTOM PLATE CONCRE ANCH AS l�•l 'I ! STAB6JZATION PLATE NC4B36,EZDM 6 MMA34 aee.f/u q�t -►b, WELDED TO ?ARTH AUGER TIE DOWN At Mro mtbr r or *vLL f/+e'molt Roo OUlOE twl r4ttAeLL0.t. At�o or EARTH AUGER TIE DOWN HERO USE ovn»E att;r FOR t �0 O N 1/=.•N�.OIT 1 31•-4•FLAMM 70P P1.11E � wm M /tn 1/iM M 1 USE fo=No=FAP r rLAMM 4_ SOL���ot e 0 STRO.CiN eortau Purr LONOrtUOIN�AL 3FRAME ME " ftC•f•erAu Cml4fmi AZTE% ANCHORMAMP /d1 K DOMM A'.Oldl ffm fT1W Kt'2f•eGY dMSl1t /oA 11t 001M AA1mOt MMA-36 (FOR µWHO ZONE 1) BEAM CHASSIS CROSS js DRIVE CROSS f"yt aA"� I•a n coe+oe,r RFC BEAM CHASSIS / / ! w INSTALLATION INSTRUCTIONS °" 1. THE DRIVE MACHINE 13 STARTED AND THE ANCHOR 18 TURNED INTO THE GROUND TO A POINT Vt?IERETHE TOP (STABILIZER HEAD PLATE)IS FLUSH OR SLIGHTLY BELOW GROUND LEVEL THIS INSURES THAT THE E•Z ANCHOR STABILIZER WILL BE AT ITS REQUIRED INSTALLATION POSITION, MMA SPLIT 2. FOR THE E-Z ANCHOR/STABILIZER TO ACHIEVE FULL POTENTIAL,INSTALL THE ANCHOR VERTICALLY BOLT A NVt OEVIA N GREATER THAN 10 DEGREES.NOTE A 8U CALLY VM H NO AN CH TO AVOID CONTACT WITH THE HOME 8 817WGHTHTENED AS }{E j{p IS GROUND SET. THE THE LIT BOLT IS INSERTED,STRAP F LIMA-2+aDH MMA-2+0POM o NO -WITH MACHINE INSTALLATION,A FASTENED,AND 7IGFfTENING ADJU8Tmw MADE, STABILIZER CAP AN DRIVE MACHINE SHAFT IS AVAILABLE,IN8TA RS-MANAOAPTERT NEED DESIGNED D O FTT B TK��H�FOR E,Z ANCHOR INSTALLATION. SPECIAL EQUIPMENT �9 CONCRETE TIE DOWN �. CROSS DRIVE TIE DOWN n"� - � j /roy ,MU,rylwt M sue:; ux K Do" fOIT.IM L suwzIm mw AntAgA rtAR MMA 6 3/4 ON 4430 NU 3/4 *"UPC Irt MMA-91 5/6 064 MMA-92 3/4 Oa. MMA-94 3/4 W WWA-650 3/4 Dw AA30 ON 3 4 OA 32•AUCER ANCHOR 32'AUCER ANCHOR 36•AUCER ANCHOR 50•AUCER ANCHOR 70'AIY,l,R ANCr:f± uj CROcc ORIV� w/ 4'r al I ER Q ,<. -.C' -PLATE DETAIS Q Q n TLW 2.07 d OZ WESTERN STATES CITY OF PORT TOWNSENI7� n PERMIT ACTIVITY LOG PERMIT # _B�0`� - 1 7 DATE RECEIVED SCOPE OF WORK: DATE ACTION INITIALS 09 ENTERED INTO CHET 5 CHECKED FOR COMPLETENESS I - 0 .Sl1)O an Ve- 4T Zoning: Setbacks OK? Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parkin OK? _ Critical Area? Demo? Historic Rev? Notice to Title? _ Lots of Record? o�poRTToky BUILDING PERMIT U �O City of Port Townsend �w Development Services Department 250 Nladison Street,Suite 3, Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-121 Permit Type Commercial - New Project Name MODULAR 28 x 64 Site Address 3939 SAN JUAN AVE. Parcel# 101344003 Project Description MODULAR CLASSROOM 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 MODERBS272. 01/11/2010 Systems, Inc. Fee Information Project Details Project Valuation S1.792.00 foundation only permit I,792 DOLL Plan Review Fee 50.00 Units: Heat Type: Technology Fee for Building Permit 5.00 Bedrooms: Construction Type: V - B Building Permit Fee 63.15 Bathrooms: Occupancy Type: E-1 Record Retention Fee for Buildine 3.25 Permit Total Fees $ 121.40 ""*SEE ATTACHED CONDITIONS *" Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The Granting of this permit shall not be construed as approval to violate any provisions of the PTNIC or other lays or regulations. 1 certify that the inform•lion provided as a part of t e application for this permit is true and accurate to the best of my knowledge. I further certify that I am the o%% of-tile prop ty or auth rized agent of the owner. Print Name J� �� _ _�VN Date Issued: 03/11/2009 Issued B%: SFOSTER Signature ___ _ Date °� �� Ll/ Date Expires: 02'0712010 o�goRTro'rk"y BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street,Suite 3, Port Townsend,WA 98368 (360)379-5095 Project Information Permit# BLD09-121 Permit Type Commercial - New Project Name MODULAR 28 x 64 Site Address 3939 SAN JUAN AVE. Parcel # 101344003 Project Description MODULAR CLASSROOM Conditions 10. Per Land Use Permit LUP08-101, the potential environmental effect associated with the proposed addition of three modular classrooms at Blue Heron Middle School was adequately addressed through prior environmental review. An analysis of wetland and transportation issues indicates that circumstances have not changed. and that prior mitigation measures are adequate. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The eranting of this pcnnit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the infonnation provided as a part of the, plication for this permit is true and accurate to the best of my knowledge. I further certify that 1 am the o\y of the prope y or authori d agent of the owner. Print Name Date Issued: 08/11/2009 Issued BN: SFOSTER Signature __ Date �� �`� Date expires: 02'07;2010 DeL ,bpment Services OF PORT row 250:Madison'Street, Suite 3 z j T ,3• r� o I '�o I Wport Townsend VllA.98368 3qT,3i0 R, 0 I W W( : Phone:_ 360-379-5095 Fax:,360.-344:,4619 ter, www.cityofpt.us Commercial Building Permit Application Project Address &Zoning District: Legal Description (or Tax#): Officel.u. seJOhIv Addition: S � UAnI a Permit C,G� Block: # L i)D 9 -!Z% Parcel # 3 Lot(s): sociated Pe"mits:..: Project Description: > 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 Owned Lender Information: Name: ye,4 jet, ��c� l �I Lender information must be provided for projects Address: over$5,000 in valuation per RCW 19,27-095 A City/SUZip: 0A �, 7d Gt� (¢� Name:6l, baly �IN MF Phone: - (' Project Valuation: $ l 3S Email: f ` S Construction Type: Contact/ epresentati Name: L)RyIL7 HTP,2tA Occupancy Rating: Address: Building information (square feet): City/StlZip_ 151 floor Restrooms: Phone: q 2"d floor Deck(s): Email: 3`d floor Storage: Basement: is it finished? Yes No Contractor: Q Other: Name: y WV� � ,xy�s New Addition ❑ Remodel/Repair ❑ Address_ �V� Change of Use ❑ City/St/Zip: S, • ' Phone: Z- I A,r, Email: .�, v ' v►� Total Lot Coverage (Building Footprint): S^ State License #: Exp: Square feet: 5SL % 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 wi h this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: t r� Signature: Date: I-eq I COMMtr<CIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels ❑ Commercial building permit application. ❑ Non-Residential Energy Code forms: 3:� Lighting Mechanical Envelope Cl 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 0 For new dwelling construction, Street & Utility or Minor Improvement application T,wr , . %,-I-I�tf 1*4 t,-�," - ,-�,t", g ; -�- � - I -W�,'-, 1 ..7 w �Mi Wit XR: AMWV,"AIM, g Qr• n?g G. 13 I k-i igv. wl.n.w Y , %RWi" y"� I p0 � tD1 - A. N'. Q" Mr MI u ayT ;vuW- f I v�s �4P WIklMNi� a � "IP iM tY !,�v aw TI, INS M•om A"'. Q5-11 M ........... ............ 4 a)i•j. J, 1%;,P ;.;F,- � �4`' _� y r.S .( ., F�* iy,�;�;fit�i.5,�� +� �1,, ,?•rtl c� � #�ni. }, �:' 3y j� ,. s y.,:�',. 0, X_v, cost A'% 2M FWD•I �1, , F, qgq a vp Id td � wl ,VAyA Y' 4�.4 4L 7�. 11F T1. 109, MOM RUN 4K J-4,_ A9 1.,, qgmNF; 'Q Iona. Mi �qu m=wK '.1,U, 10A ART. F, V Zi A 22 N. P39.21 1 PAY F 1,4 40- ; AA NS,,0 AN le AnVv4i 1 HIM ilk" • . ' . m -w O rfZwymmV gj, I "WNW gy 39: 4TZ ffi'f 01 ,1 .1,� ;; I01a Y7°r� u OF PORT TOVV`�lSEi. a� TY � �r s,r�t,�, �Port To mmid.WA 88368•(360)385-2704 BUSINESS LICENSE APPLICATION ' `iP�a��+v�'r}iitib ;c�.ar�r�:$€su�At�:rkroRitu77orrt��r=c�7B� .;s•r• ,�.�.-., : Business Name Yl _ aaBusinASs L4catian q 1 (� (MA a a eat r "!. TOTAL AM PAM'S I - Qy Side 609 PAID Zoning claslgna6on ILegal Description(required} P RECEIPT N0, - IGWa Pam n 9 tlP�M lMkr4z 6or ifitnkrMWI APROVALS: . Maiilpg At�tess I tiC.'u. 1710f C�y // t ` -7 �—y� �e�atxlr Bus-Phcm 63 7 ,,7 ` 9 7l Bus.Fax �i /� L4��4� - Describe what you qo; Opwing date of bWV61"s"}n 0W;Q of operrtG y �Q 2 L2(�}} PortTov"Mild: wltMtt Ulp f>1nitS? 0C10 f.� t imaldarN�.} cl Ye ❑No Are you opeteUrsg outof a resWntse7 O Yes XNa $ L> t)l —` Okvnerthip: ❑Ltd,UahlGty Company Q PartnemNp Q Sole Proprietor 13 Tnest /Z Type of B—W - Rate_= Q Who(esele O Services onsVUctiort Q PriAting&Punishing Q MisceNanoous r I.D.N . 3 -a�� t 5 WA styU01N0. C' 62 aclg 6PRP0RAM-0 s....aM=h addAkwaipagi Af neceeisrr Owner NameJ Titer CAL i'k,� Phone M 7 Home AadreGs 1 CITY rta� zip oZ n OWrfer Mme �l 1 Tine J �`�(� Phons{S�3G�— "OnlO Address va 0bymo cltpI Das sw e Z Address J S talc Phone ) cny l° state ap Bus&=*Aquam fooup Q: Arr hal Fee: 526.06(January t-eaZ-31)31) Pertigi FQe: S'12,.bil (aulY 7-t7enea>Dar 3t} V;d you purchase an existing b0siness? U Yes ❑Ito Temp. Fee: R12M(90 dW5) Thia 1ualnese wxs femierty opwnmd by: Qogm"F" 25 bo 1. r Whose present address 16: OteterFt+es S 00 retard Did You to t Ovar. C7 EMIre busir term Q Prrrlori thiroo (see reverse side) rr�tentiott foe Rate FOR tTet2 of Takeover. (see rev2rrse ode) � ,' FL 15F:RF�YlJ7IVST4Flt JONS.AflIQ;G(?MPk ]4pDrT7ONAG ' TOTAL AMOUNT DUE S .OQ IhIF.ORMAnCW ON_•RE]IERSE-SIDE'1a ' 1 hereby s MW.utrdor penoty ut Wury,the the irtformsean~tatted in this aAF�allon a fnrt!and cerrlPtcto f,ttfe bee Df my k>taM6d� . 1 7��Y, to att applies lays nd ordireaeas ragulsring the operarinn at this tlusr :� " �l f�� SI re of a No Trtfe // Date RETURa R e{e!Y e d T I m eC.J J . �6.m 2:03PW ADDRESS WITH A CHECK MODE PAYABLE TO THE Cii'r OF PORT TdwNSFND Jul -SvISAS oulpJlnq uaapom Wd95:6 600 '91 'unp 08/11/2009 TUE 15: 52 FAX 503 749 4950 modern Building Systems 2001/002 121 as It Ito INh SYSTEMS, INC. P.O-Box 110,9493 Porter Road,Aumsrille,OR 97325 MTh p Smart t.,h.oiep...." 1550 Thornton Avenue SW,Pacific,WA 98047-2114 f 605 Sutter Street,West Sacramento,CA 95691 1-000-682-1422 w►+rw.mbs-modular.com FACSIMILE TRANSMITTAL SHEET TO: FROM: Fred Slota Tabitha Henricksen Sales Assistant and Contract Admin 503.749.4949 x231 or ACTG2®mbs-modular.com COMPANY: DATE: Port Townsend Building Dept FAX NUMBER: TOTAL NO.OF PAGES INCLUDING COVER: 360.344.4619 PRONE NUMBER: MBS REFERENCE NUMBER: 2009.46 RE: YOUR REFERENCE NUMBER: Port Townsend School District project—3939 San Juan Ave ❑URGENT ❑FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES/COMMENTS: Attached is the requested draw*from engineer,Ken Rasmussen. If you have any,questlonls, please contact us at 503.749.4949. -.Tabitha Henricksen,Sales Assistant 2vQ� �'Q v� Modern Building Systems, Inc FAX : 503.749.4950 The information contained in this tax 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 strictly 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 it.If you have received this communication In error,please notify us immediately at OW.682.1422 08/11/2009 TUB 15! 52 FAX 503 749 4950 modern Building Systems Z002/002 U-Ar MODERN BUILDING SYS.. AS, INC. JOB 9493 Porter Road SE - PO Box 110 SHEET W. OF CALCULATED BY DATE AUMSVILLE, OREGON 97325 503-749-4949 CHECKED BY Fax 503-749-4950 SCALE r 2- L S- T1 S ie Y, F— j, -J-------- TW b ----------- T J.. V-- 4-k- 491 wr- 1z ---------- ------- .......... tlyiicc) J, LA F- po'R ► of go Tod y Ni Receipt Number: 0907453 Receipt Date��09/08/2009 Cashier SW SASA SMER `Payer/Payee Name PORT TOWNSEND SCHOOL DIST#50 ,s�� ....€;. �. .f�_£ lm ngmahFee Amount Fee Permit# ? Parcels FbdzDescription � Amount3 Patd� Balance a K BLD09-121 101344003 Plan Review Fee $50.00 $50.00 $0.00 BLD09-121 101344003 Technology Fee for Building Permit $5.00 $5.00 $0.00 BLD09-121 101344003 Building Permit Fee $63.15 $63.15 $0.00 BLD09-121 101344003 Record Retention Fee for Building Per $3.25 $3.25 $0.00 Total: $121.40 `' Previous Payment H�sfory 'X Receipt,# y RecetptxDate �FeeDesc Amount Patd Permit Payment3s Check � � � Payment Method'. NVic umbert � Amouht CHECK 3145 $ 121.40 Total: $121.40 I genpmtrreceipts Page 1 of 1 r PORT TOWNSEND SCHOOL DISTRIG f#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 $0.00 $291.86 • �• a e• a •• • .� • • � •• • • I. PORT'TOWNSENDSCHOOLDISTRICTNO 50�z '` ` ; 3 TO THETREaSUREROF' .CAPITALPROJECTS 3145:. 450 FIR ST JEFFERSON COUNTY� PORT TOWNSEND,WA 98368 s PORT TOWNSEND WASHINOTON Check Date Check Amount 08/31/2009 $291.86 Pay **Two Hundred Ninety-One Dollars & 86 Cents Cap Fund • i To the CITY OF PT TOWNSEND Order• 250 MADISON ST STE 1 O aED i Of: PORT TOWNSEND WA 98368; r _ ;o...r .+. .• �. '. war nEIiS 115000 3 14 Sill 1: L 2 3 3088 2 SI: 10400006 5 1 7411' pplqq REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM �kN.RAS ��C`4�g Fasg�� �j JRG 6/10/09 - e r � MODERN BUILDING SYSTEMS, INC. PORT TOWNSEND x��� 0 TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 P.O. BOX 110 •9493 PORTER ROAD•AUMSVILLE, OR 97325 �� U CHECK OUT OUR WEB PAGE: www.mbs—modular.com .0 PORT TOWNSEND, WASHINGTON is��° � F-REUSE t DOCUMENTS ONAL � W , O THIS DOCUMENT AND THEE mEws AND DEscNs INCORPORATED HEREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS. INC AND IS NOT TO BE USED, IN WHOLE OR IN PARL FOR ANY COVER SHEET = O OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. GENERAL NOTES DESIGN CRITERIA 1. THE TERM IBC SHALL APPLY TO THE CURRENT EDITION GENERAL: CONSTRUCTION TYPE VB (NON-SPRINKLERED) SHEET INDEX OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY OCCUPANCY GROUP E THE STATES OF OREGON AND WASHINGTON. FOR PROJECTS OCCUPANCY LOAD 77 N 0. TITLE IN ALL OTHER STATES IT SHALL APPLY TO THE CURRENT EDITION OF THE UBC OR IBC AS ADOPTED BY THAT STATE DISTANCE TO PROPERTY LINE OR FRONT: 10' MIN. ASSUMED PROPERTY LINE REAR: 10' MIN. 1 COVER SHEET 2. ALL CONTROLS AND HARDWARE SHALL BE ACCESSIBLE TO LEFT: 10' MIN. 2 FOUNDATION PLAN PERSONS WITH DISABILITIES RIGHT: 10' MIN. 3 FOUNDATION DETAILS 3. LOCAL JURISDICTION TO DETERMINE COMPLIANCE WITH PLUMBING: PLUMBING OCCUPANCY LOAD 18 CHAPTER 29 (WITH REGARD TO ADJACENT FACILITIES) QUANTITY OF PLUMBING FIXTURES 6 4 FOUNDATION DETAILS IN ACCORDANCE WITH THEIR CURRENTLY ADOPTED 5 FOUNDATION DETAILS EDITION OF THE UBC OR IBC. ELECTRICAL: ELECTRIC SERVICE LOAD 200 AMP 1 PH. 6 FLOOR PLAN MECHANICAL- VENTILATION OCCUPANCY LOAD 77 CLIMATE ZONE ZONE 2 7 SCHEDULES HEATING SPV/FAE/HP 8 NOTES AND CALCULATIONS AIR-CONDITIONING YES 9 INTERIOR ELEVATIONS STRUCTURAL: ROOF LIVE LOAD fl = 20 Pf = 1.0 C t= 1,0 I,= 1.0 25 PSF 10 EXTERIOR ELEVATIONS Ce= 1.2 11 REFLECTED CEILING / ELECTRICAL PLAN FLOOR LIVE LOAD 50 PSF 11 MECHANICAL PLAN WIND LOAD I.= 1.0 1 = 1.0 110 MPH 3 SECOND GUST - EXP. B SEISMIC BEARING WALL SYSTEM S. = 1.59 L = 1.0 12 ELECTRICAL / MECHANICAL NOTES AND SCHEDULES USE GROUP I "I"SMIC DESIGN CATEGORY D 13 ELECTRICAL PANEL AND LOAD CALCULATION P"EVVED FOR -Of�6�E SITE CLASS D f%L-_ 14 DETAILS 15 DETAILS Lb �� STATE OF WASHINGTON 16 DETAILS DEPT. OF LABOR A ONDUSTRIES 17 DETAILS ev OWNER NAME: CONSTRUCTION COMA 4 'CIE CTI0N 18 PLUMBING NOTES AND DIAGRAMS ------- .. .-.--. FACTORY BUILT HOMES COKOMSTRLICTURES STATE OFIliLail s a.t r,,ta.��IItlU tl PORT TOWNSEND SD PLANS ACCEPTED N0. — a !a 7 FAS �1LRA_ _�__ °F�! DEPT.OF_LAQOR,AND INDUSTRIES � HAS PLAN 1 1-1- Qac��.Cl G S - (� --r�r��Tr — s 3 PI.�tR1 5t� ,. SO o0 o APPROVED o JOB SITE ADDRESS: SUBJECT TO� �° 3939 SAN JUAN AVE I OR VIOLATION OF `� T _ JUL 16 2009 0) I % � I SUBJECT TO CODE PORT TOWNSEND WASHINGTON 98366 �o 0 . �D�Q =Tm,oRL��I, AnInCICIf11AICPF , I N COUNTY: RA'n®N DATE JEFFERSON ��� '1 U UT._ zz) � j ia,%[ia- AA MVY ••t a_t'i•r 4' .y ' '� LJ v�/��� fiJB LE0 Eva Q " REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM �4 A.RAs JRG 6/10/09 — �� OFVAsgr� � (O MODERN BUILDING SYSTEMS, INC. PORT TOWNSEND TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 -� P.O. BOX 110 •9493 PORTER ROAD•AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE: www.mbs-modular.com gQ i DIN Y T I PORT TOWNSEND. WASHINGTON �6 43� I REUSE OF DOCUMENTS ONE F- 1HIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED W O HEREIN IS THE PROPERTY OF MODERN BUILDING sFOR AN, INCy I FOUNDATION PLAN �2 0 AND rs NOT TO BE USED, IN WHOLE OR IN PART,FOR ANY Foundation plans and details are not reviewed b C OTHER USE OR PROJECT vnTHouT WRITTEN AUTHowzARGN. L&I, except for the suitability of the design to q support the modular building. Approval and inspection of the foundation system is the 2 15'-0"jurisdiction e-local building official. 64'-032'-0" 32'-0" 5'-0" 6'-0" 6'-0" 6'-0" 6'-0" 610" 6'-0" 6'-0" 6'-0" 6'-0" A 1 3 4 4 4x8DF #2 - F71FF 4x8DF #2 8-0" 8'-0" 8'-0" 8'-0" _ 8'-0" 8'-0" LUWLJLJJJ 8'-0" LJW�LJJ 8'-0" i 2 1-1 2" x I I I 4 7-1/4" L.V.L. II II II II 7-1/4" L.V.L. 2 N 3 i 3 cO 4 4 4 4x8DF #2 - 4x8DF #2 IIII II II 1 TIE-DOWN STRAP 3 I TYP. AT (20) PLACE'S P.T. 2 x 4 x 2'-0" L. AT 6'-0" O.C. 4�4" SEE DTL. W/ #5 x V-6" DRIVE PIN (AT C.M.U. BASED PIER ONLY) E 5 ---- 0 nTr I \ i 1'-i'INi:I UN oC DE Fb_1 h", .!)P I REVIEW 5ECTIUNIES Naj'RgVED JU 6 290� 12'-0" 17'-0" 12'-0" 9'-10" 1'-e" JEC I TO CODE 0 WIELD INSPECTION FOUNDATION PLAN :3 SCALE: 3/16" = V-0" REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM Y, k-RAin ® JRG 6/10/09 — �����oFVAsgl� .' ' MODERN BUILDING SYSTEMS. INC. PORT TO iIUN S E N D x � TELEPHONE (503) 749-4949 FAX: (503) 749-4950 _ P.O. BOX 110 •9493 PORTER ROAD•AUMSVILLE, OR 97325 �1 U CHECK OUT OUR WEB PAGE: www.mbs—modular.com �F eBN BUILDi ' 43 PORT TOWNSEND, WASHINGTON �o ctswq� REUSE OF DOCUMENTS LJJ THIS DOCUMENT AND THE IDEAS AND DESIGNS INZFMORANY ATED ONAL ANHERD IS Is THE PROPERTY N MODERN BUILDING SYSTEMS,, wa FOUNDATION NOTES AND DETAILS O ANO IS NOT TO BE USED, IN WHOLE OR IN PART,OTHER USE OR PROJECT WITHOUT WRITTEN AUTHON. FOUNDATION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. THIS STRUCTURE SHALL BE WEDGE / SHIM ADEQUATELY BRACED FOR WIND OR EARTHQUAKE 7/16" O.S.B. W/15GA FORCES AND TEMPORARY FORCES DURING SETTING x 2" STAPLES AND ERECTION UNTIL ALL UNITS HAVE BEEN AT 4" & s" O.C. X P.T. 2 x 8 x 16" CAP PERMANENTLY ATTACHED THERETO. REMOVE ORGANIC / SOD UNDER ALL BEARING PADS. 2 x 4 DF BACKING W/ (4) 12d AT 24" O.C. z 2. DESIGN LOADS: & (6) 12d AT 4 x 6 POST iv ROOF DEAD LOAD 12 PSF CONT. P.T. 2 x s s" x s" x 16" cMu ROOF SNOW LOAD 25 PSF iO 16 x 16" x 4" CMU PIER FLOOR DEAD LOAD 10 PSF 12d AT 6" D.C. I I FLOOR LIVE LOAD 50 PSF AT 2 x 4 NOTE: P.T. 2 x 4 x 2'-0" L. SEE PLAN NOTES TO WIND LOAD 110 MPH 3 SECOND GUST — EXP. B Iw= 1.0 a = 1.0 AT 6'-0" O.C. W/ VERIFY MATERIALS PRIOR MANIFEST SEISMIC BEARING WALL SYSTEM S. = 1.59 Ie = 1.0 #s x 1'-6" DRIVE PIN 0 INSTALLATION.AND USE GROUP I SEISMIC DESIGN CATEGORY D SITE CLASS D PERIMETER FOOTING MAX. SOIL BEARING PRESSURE 1750 PSF m 3 SCAM: 3/4' - V-0' 3. EXCEPT AS NOTED, DIMENSION LUMBER FOR FOUNDATIONS SHALL BE HEM—FIR, N0. 2 & BETTER. Foundation plans and details are not reviewed by TREATED LUMBER SHALL BE ACQ PRESSURE TREATED L&I, except for the suitability of the design to SIMPSON CS18 w/ (4) N10'S IN ACCORDANCE WITH AWPS STANDARD C-2 TO A support the modular building. Approval and EACH END - (2) TOTAL AT su MINIMUM RETENTION OF .40 PCT. AT PIECES IN pp g' pp p BOTH TOP & eoT. CONTACT WITH GROUND, SAWN END GRAIN SHALL inspection of the foundation system is the BE FIELD TREATED WITH 2% MIN. CONCENTRATION jurisdiction of the local building official. COPPER NAPHTHENATE. TREATED PLATE STOCK SHALL BE GOOD QUALITY AND SHALL NOT CONTAIN 7/16" D.S.B. W/15GA CONTAIN EXCESSIVE SPLITS, CHECKS OR WANE. x 2" STAPLES AT4" & 8" O.C. 4x8POST Q 2 x 4 FRAMING SHALL BE HEM—FIR, STANDARD OR 2 x 4 BACKING BETTER, TREATED 2 x 4 FRAMING SHALL MEET 4 x 4 POST Z AT 24" O.C. I THE REQUIREMENTS SPECIFIED ABOVE. N s✓ 4. ALL NAILS TO BE HOT DIPPED GALVANIZED AT P.T. MEMBERS. CENT. P.r. 2 x s P.T. 6 x 8 x 1'-3" rL FLAT M ` ,SHI VGTO J(0 (2) P ,Ft1D INDuATRIES5. VENT CRAWL SPACE w/ (8) 15" SQ. METAL VENTS (MBS STANDARD) VIEV SECT ONINSTALL 6 MIL. VAPOR BARRIER. OVED(3) ROWS OF I i I I i—I12d AT 4" O.C. 2009 6. CONNECT STORM WATER FROM ROOF GUTTERS AND (2) #s x 1'-s" DRIVE oDOWNSPOUTS AND DIRECT AWAY FROM BUILDING PINS EACH ENDT TO CODENPAD TO AN APPROVED DRAINAGE SYSTEM. INSPECTION 2 ENDWALL COLUMN FOOTING � 3 SCALE: 3/4' — V—O' REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM �gN.RAs ���$01 AAsgj��?� JRG 6/10/09 — ����� MODERN BUILDING SYSTEMS. INC. �o PORT TO WN S E N D x TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 P.O. BOX 110 •9493 PORTER ROAD a AUMSVILLE, OR 97325 �J U CHECK OUT OUR WEB PAGE: www.mbs—modular.com I " PORT TOWNSEND, WASHINGTON ��'o R�21 s� �` s F- REUSE THE DOCUMENTS W O Tws DOCUMENT AND THE IDEAS AND oTscNs INCORPORATED ONAL'� � � ANHERD IS Is THE PROPERTY OF MODERN BUILDING sus, INC FOUNDATION DETAILS � � rJ AND IS NOT TO BE USED,IN MOLE OR IN PART,FOR ANY OTM USE OR PROJECT veTFgUT NRITTEN AUTHORIZATION. SIMPSON CS18 W/ (4) N10's Foundation plans and details are not reviewed by EACH END — (4) TOTAL AT L&I except f y g BOTH TOP & BOT. p or the suitability of the design to support the modular building. Approval and j inspection of the foundation system is the jurisdiction of the local building official. (2) OF 6 x 10 x 3'-6" (2) 12d TOE NAIL fill X (2) 4 x 12 POST EACH SIDE 4 x 8 OF #2 (6) P.T. 4 x 8 (2) 6d DUPLEX z OR (2) N10 N FLAT x 4'-0" CIA 6000# PRE—FAB METAL (3) 12d TOE NAIL PIER 16" x 16" x 4" CMU PIER TYP. O1 '`' OR P.T. 2 x 12 x 24" I I I I I i i I I I L�4 m�COLUMN FOOTING Q 4A ALTERNATE MID—SPAN FOOTING SCALE: 3/4' - 1'-0' 4 SCALE: 3/4' - 1'-0' 5/8"0 THR'D ROD OR M.B.'s W/ WASHERS AT 3'-4" IN EACH END AND 8'-0" O.C. (2) 12d TOE NAIL Q (2) 12d TOE NAIL EACH SIDE 4 x 8 DF #2 EACH SIDE WEDGE / SHIM z WEDGE AND SHIMS P.T. 2 x 8 x 16" `D P.T. 2 x 8 x 16" cO AS REO'D CAP io N CAP N I I 8" x 8" x 16"16" x 16" x 4" CMU PIER CMU 16" x 16" x 4" CMU PIER 8" x 8" x 16" CMU OR P.T. 2 x 12 x 24" OR P.T. 2 x 12 x 24' rur"c q;�SH!PvGTON DEPT.OF LAbO AND INDUSTRIES I I I I I I I I I I I I I I I I i I I I I I I y I I I I I I I I Ili FAS PLAN REVIBN SECTION APPROVED ! JUL 16 2009 o SUBJECT TO CODE N MID—SPAN FOOTING n 5 MARRIAGE LINE FOOTING AND FIELD INSPECTION cp `} SCALE 3/4' — 1'-0' 2 4 SCALE: 3/4' — 1'-0' c REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM gA.RAS EMU 111955MOSM JRG 6/10/09 — ����0FTrasg �l� MODERN BUILDING SYSTEMS, INC. PORT TO WI 'd S E 1 V D x�g�V o In TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 �J, U P.O. BOX 110 •9493 PORTER ROAD•AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE: www.mbs—modular.com I e ' ' PORT TOWNSEND, WASHINGTONz1s REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED ONAL W� N Is THE PROPERTY OF MODERN DU srsrE INC. FOUNDATION DETAILS � O ANDD IS IS NOT TO BE USED, IN N4iOLE OR IN PAR PAR my T, FOR AN OTHER USE OR PROJECT W"MIT WRITTEN AUTHCRIZATION. i 7 5 I JOIST 1-1/4" x 0.031 GALV. STRAP W/ BUCKLE LOOPED AROUND LVL 2 x 8 BLOCK 5/8" DIA. STRAP BOLT 1,_4.. L.V.L. RIM 3/4" DIA. x 30" W/ 4" DBL. HELIX AUGER ANCHOR (DRIVE GALV. STRAP IN GROUND AT 45 DEG. TO DBL. ENDWALL RIM ALIGN W/ STRAP — DRAW STRAP TIGHT & LOCK BOLT) �J i i •� SKIRT RIM 8.. (NOTE: FULL STRAP NOT SHOWN) TIE-DOWN STRAP a:) TIE-DOWN AT MARRIAGE 5 SCALE 3/4' - 1'-0- m 5 SCALE. 3/4" 1'—W Foundation plans and details are not reviewed by GALV. STRAP JOIST L&I, except for the suitability of the design to support the modular building. Approval and L.V_L. RIM 2 x 8 BLOCK inspection of the foundation system is the L C L jurisdiction of the local building official. SKIRT RIM GALV. STRAP SIAIE OF WASHIPluIO DEPT.W ABOR A'ID MDUSIRIES OF C.M.U. PIER BELOW FAS PLAN R E��� �SECTION ENDWALL RIM 1'_8.. ENDWALL DBL. JST. JUL 16 20`09 O ENDWALL SKIRT RIM SU133EC•f 1p COUE (NOTE: FULL STRAP NOT SHOWN) AND FIELp If�ISPcCTI�I'I 7 TIE-DOWN AT CORNER N 5 SCALE: 3/4- — 1'-0- (D C Z3 REV. # BY: DATE: PER: SHEETS: 28 X 64 MODULAR CLASSROOM com2mmm �gN.RAs JRG 6/10/09 — �� Wes�j� � (D W�g�� cro��t 11 Q MODERN BUILDING SYSTEMS INC. PORT TO�/N S E N D x TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 P.O. BOX 110 •9493 PORTER ROAD•AUMSVILLE, OR 97325 s U CHECK OUT OUR WEB PAGE: www.mbs-modular.com ,p 43 ' ' PORT TOWNSEND, WASHINGTON REUSE OF DOCUMENTS ONAL � w THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS, WC. AND IS NOT TO BE USED.IN MOLE OR IN PART. FOR ANY FLOOR PLAN � O OTHER USE OR PROJECT WHOUT WRITTEN AUTHORIZATION. � 2 3 64'-0" 32'-0" 32'-0" 1 -6 1 -6 7'-0" 4'-0" 2'-0" 4'-0" 8'-6" 3'-0" 4 0" 3'-0" 8'-6" 4'-0" 2'-0" 4'-0" 7'-0" i 8 GAL. WTR. HTR. UNDER COUNTER —� v7t\- i - lz/ A - - - - � I A - A 2 i - - —___—J a .1 I—__, \00 i 1 1'-5 1/2" \ 9 14 °� °o� °F m I I 9 iI`\'- I REV. m 2 ° cN Q�° 1-11 k_i Ln a RANGE w/ VENT HOOD I ~ 14 ^ 15 1 cJ 1 3 j (RANGE BY OTHEkS)�; } - co —— I (DUCTED VENT HQOD r` — O BY MBS) i i w fri - 5 �� �� I I I 4 d r m 3 -Q° o z =< rn 14 a M Z N A 4 14 15 N O o N 16 16 16 CLASSROOM A B o M E — — — ^ — — — — — — — — DEPT.I)F LAI�>R AND INDUSTRIES FA, PLAN P R 0 V'C EVON SECTION TION O7'-0" 4'-0" 5'-0" 4'-C" 12'-0" 12'-0" 4'-0" S'-0" 4'-0" 7'-0" JUL 1 6 2019 O SIMPSON CS18 W/ (4) SUBJECT 10 CODE " N N10's EACH END - TYP- `° FLOOR PLANL AND FIELD INSPECTION � SCALE: 3/16" = 1'-0" ®® REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM ��A•RAS, JRG 6/10/09 - ����OyVAsgf�C Tcj MODERN BUILDING SYSTEMS. INC. PORT TOW� SE� DgRmTELEPHONE: (503) 749-4949 FAX: (503) 749-4950P.O. BOX 110 •9493 PORTER ROAD•AUMSVILLE, OR 97325 6CHECK OUT OUR WEB PAGE www.mbs—modular.com a PORT TOWNSEND, WASHINGTON � s43 REUSE OF DOCUMENTS THIS DOCUMENT MID THE IDEASMID DESIGNS INCORPORATED ONALHEREIN IS THE PROPERTY OF MODERN BUILDING s OR Ms, INC. SCHEDULES AND IS NOT TO 9E USm,IN WHOLE OR IN PART, FOR ANY OTHER USE OR PRO,ECT WITHOUT WRITTEN AUTHORIZATION. CA DOOR SCHEDULE DOOR ROUGH N0. SIZE DOOR OPENING SCHEDULE LITE FRAME R.O. HDWR FIRE HEADER REMARKS WIDTH HEIGHT THICK. HAND CORE FACE FINISH SIZE TYPE MAT'L FINISH THROAT TYPE GROUP ATIN EXTERIOR DOORS 1 3'-0" 6'-8" 1-3/4" LHOS HM MTL PT — — HM PT 7-1/6" G 1 — 4 x 4 OF #2 (FLAT) METAL DOOR W/ HOLLOW METAL FRAME (WELDED) 2 3'-0" 6'-8" 1-3/4" RHOS HM MTL PT — — HM PT 7-1/8" G 1 — 4 x 4 DF #2 (FLAT) R.O. WIDTH CALL SIZE + 4-1/2" 3 3'-0" 6'-8" 1-3/4" RHOS HM MTL PT — — HM PT 7-1/8" G 1 — 4 x 4 OF #2 (FLAT) R.O. HEIGHT CALL SIZE + 2-1/8" 4 3'-0" 6'-8' 1-3/4' RH HC WD CO — — WD CO 5-1/4" 1 2 — 5 1 3'-0' 6'-8" 1-3/4"1 LH I He 1 WD I co - - wD Co 5-1/4" 1 1 2 - DBL. METAL DOORS W/ HOLLOW METAL FRAME (WELDED) NOTES: 1) CAULK AND SEAL ALL EXTERIOR DOORS. 3) ALL DOOR LEADS 4-1/2" U.N.O. R.O. WIDTH CALL SIZE + 4-1/2"R.O. HEIGHT CALL SIZE + 2-1/8" 2) ALL EXIT DOORS SHALL BE OPENABLE FROM THE 4) ALL DOORS TO HAVE A OPENING FORCE NOT TO INSIDE WITHOUT THE USE OF A KEY OR SPECIAL EXCEED 5 POUNDS. C STOREFRONT DOOR R.O. WIDTH CALL SIZE + 4-1/2' KNOWLEDGE OR EFFORT (U.N.O.) R.O. HEIGHT CALL SIZE + 2-1/8" HARDWARE SCHEDULE TIMELY SPLIT MEDIA DOOR D R.O. WIDTH CALL SIZE + 1-1/4" GROUP #1 GROUP #2 GROUP #3 GROUP #4 GROUP #5 GROUP #6 GROUP #7 R.O. HEIGHT CALL SIZE + 1" 1-1/2 PAIR BUTTS 1-1/2 PAIR BUTTS METAL DOOR WITH WOOD FRAME (PEASE & STANLEY) PANIC/PULL W/ LOCK LEVER/LEVER (PRIVACY) #1 (INSWING) R.O. WIDTH CALL SIZE + 2" PANIC VON DUPRIN 22NL (AL40S) R.O. HEIGHT CALL SIZE + 2" CLOSER (TAYMOUR) WALL STOP METAL DOOR WITH WOOD FRAME PEASE & STANLEY WEATHER—STRIP—STRIP 2 (OUTSWING)R.o. WIDTH CALL SIZE + 2" ) DOOR BOTTOM #1/2" MAX. ACCESSIBLE R.O. HEIGHT CALL SIZE + 1-9/16" THRESHOLD PHILLIPS DOOR #87 (WESTERN STEEL DOOR) FR.O. WIDTH CALL SIZE + 1" R.O. HEIGHT CALL SIZE + 1" METAL DOOR W/ HOLLOW METAL FRAME (KNOCK-DOWN) R.O. WIDTH CALL SIZE + 2" ABBREVIATIONS R.O. HEIGHT CALL SIZE + 1" AL ALUMINUM CO COLONY OAK HC HOLLOW CORE MTL METAL SC SOLID CORE VWS VINYL WRAP SURR. INTERIOR DOORS AFF ABOVE FIN. FLR. CS CAULK & SEAL HM HOLLOW METAL NRW NARROW (LITE) SF STOREFRONT WD WOOD HOLLOW / SOLID WOOD DOOR W/ WOOD FRAME BA BRONZE ANODIZED FGL FIBERGLASS INS INSULATED PF PREFINISHED STN STAIN WLD WELDED 1 R.O. WIDTH CALL SIZE + 2" BV BOTTOM VENT FP FACTORY PRIMED KD KNOCK DOWN PT PAINT TIM TIMELY FRAME R.O. HEIGHT CALL SIZE + 2-1/8" CDR CEDAR FPT FIELD PAINTED LH LEFT HAND RH RIGHT HAND TMP TEMPERED CLR CLEAR HB HARDBOARD LHR LEFT HAND REV. RHR RIGHT HAND REV. TTP TAPE, TEXTURE, PT TIMELY FRAME 2 R.O. WIDTH CALL SIZE + 1-1/4" R.O. HEIGHT CALL SIZE + 1" POCKET DOOR 3 R.O. WIDTH (2 x CALL SIZE) + 2" WINDOW SCHEDULE R.O. HEIGHT PLL_SIZECfA_4_��'',ti ;u111 rTo1GC BI-PASS DOOR I ABUFi HIVU u���� "' SIZE WINDOW TRIM DEPT.OF_. I , SECTION o LTR. QTY. HEADER REMARKS 4 R.O. WIDTH CALL S2ES PLAN REVIEW R���ED � WIDTH HEIGHT TYPE FRAME GLASS SHGC U—VAL INTERIOR EXTERIOR R.O. HEIGHT CALL SIZE + 2-1/8" —0"A 8 4'-0" 4' XO VINYL DUAL / LOW E .30 .35 TACK BD. 1 x 4 4 x 6 DF #2 (FLAT) TEMPERED B 1 4'-0" 3'-0" XO VINYL DUAL / LOW E .30 .35 TACK BD. 1 x 4 4 x 6 DF #2 (FLAT) BI-FOLD DOOR JUL 1 0 LUUO 0 FlNISH WIDTH CALL SIZE FINISH HEIGHT CALL SIZEti+ Ti81C OD ON N NOTE: CAULK AND SEAL ALL EXTERIOR WINDOWS. NOTE: ALL TRIMMER HEIGHTS =� 4-6AL-�SiZe 1-1/2 c0 c REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOMME= c4A.RAs JRG 6/10/09 — �� �OFWA *co�f�� MODERN BUILDING SYSTEMS, INC. PORT TO WN S E I �d D x � y 0 I TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 P.O. BOX 110 a 9493 PORTER ROAD•AUMSVILLE, OR 97325 �1 U CHECK OUT OUR WEB PAGE: www.mbs—modular.com .0 ` D REUSE OF DOCUMENTS PORT TOWNSEND, WASHINGTON w THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED NAL L i O HEREIN IS Is THE PROPERTY OF MODERN BUILDING SYSTEMS.M INC NOTES AND CALCULATIONS O AND IS NOT 70 BE USED,W WRROIE OR IN PART, FOR ANY OTHER USE OR PROJECT IMTHDUT WTTEN AUTHORIZATION. U) FLOOR CONSTRUCTION CEILING NOTES FASTENING/SCHEDULE — INIMUM NUMBER OF NAILS FOR WOOD MEMBERS FINISH: SHEET VINYL AT RESTROOM CARPET AT BALANCE (EXCE�T AS NOTED ON DRAWINGS) CEILING HEIGHT: 8'-0" (U.N.O.) BASE: 6" VINYL AT RESTROOM 4" VINYL AT BALANCE SUSPENDED T—GRID W/ ACOUSTIC TILE CONNECT ON N0. / SPACING RIM JOIST TO FLC�R JOIST 3 PER JOIST UNDERLAYMENT: 3/8" CCP AT SHEET VINYL & VCT (REF: MFR'S INSTALLATION DATA) o JOIST TO JOIST 2 ROWS AT 12' O.C. SUBFLOOR: 5/8" APA RATED SHEATHING INSTALL SUSPENDED CEILING PER IBC ASTM C635, C636 AND ESR-1308 BLOCKING 2 EACH END (ACTS AS 1 PERM MAX. VAPOR BARRIER) ATTACH LIGHT FIXTURES TO CEILING GRID W/ STUDS TO PLATES — END NAIL 2 EACH END AT 2x4 (4) #6 x 1" STSM SCREWS STUDS TO PLATES — END NAIL 3 EACH END AT 2x6 JOISTS: 2 x 8 DF #2 & BTR AT 16" O.C. 7 BLOCKING 2 EACH END ATTACH HVAC DIFFUSERS TO CEILING GRID W/ JAMB STUD TO 4x HEADER MIN. 4 EACH END RIM JOISTS: 1-1/2" x 7-1/4" CONTIN. LAMINATED (4) #6 x 1 STSM SCREWS a JAMB STUD TO 2x HEADER MIN. 2 EACH END VENEER LUMBER (ER 4979 & ESR 1254) LIGHT FIXTURES SHALL BE SUPPORTED 3 STUD TO STUD (CRIPPLE, ETC.) 8" O.C. OFFSET RIMS: 2 x 4 BY 12 GA. WIRES AT OPPOSITE CORNERS UPPER TOP PLATE TO LOWER 2 EACH SIDE OF STUD TOP PLATE INSULATION: R-26 U (CELLULOSE) BOTTOM PLATE TO FLOOR 2 EACH SIDE OF STUD ROOF CONSTRUCTION BOTTOM CLOSURE: FS-25 RIM JOIST TO RAFTER 3 PER RAFTER FIBERGLASS COMP. SHINGLES OVER (2) LAYERS RIM JOIST TO TRUSS MIN. 2 PER TRUSS EXTERIOR WALL CONSTRUCTION 15# FELT (MIN. CLASS B) o RAFTER TO RAFTER 2 ROWS AT 12" O.C. o BLOCKING 2 EACH END PLATE HEIGHT: 8'-1 1/8" SHEATHING: 7/16" O.S.B. (24/16) 2 x 4 LEDGER 2 ROWS AT 6' O.C. FINISH: FIBER CEMENT PLANK w/ 8" EXPOSURE OVER 15# FELT OR HOUSE WRAP FRAMING: 2 x 8 DF #1 & BTR AT 24" O.C. 2x BRACE TO RAFTER 4 AT RAFTER SHEATHING: 7/16" O.S.B. BEAMS: 1-1/2" x. 24" x 2.0E CONTINUOUS NOTE: ALL FASTENERS ARE 12d (.131) LAMINATED VENEER LUMBER (ER 4979 & ESR 1254) STANDARD SHEATHING FASTENING — U.N.O. STUDS: 2 x 6 DF STUD GRADE AT 16" O.C. FROM NER-272 AUG. 2004 INSULATION: R-30 (CELLULOSE) w/ FS-25 SPACING lyp� INSULATION: R-19 U (FIBERGLASS BATTS) (ACTS AS 1 PERM MAX. VAPOR BARRIER) MIN- LENG FLOOR SHEATHING (UNBLOCKED) INTERIOR FINISH: 5/8" V.C. GYP. BD. AT RESTROOMS AND KITCHEN OVERHANG: 18" 5/8" CDX OR O.S.B. OR 4• EDGE 8d (.113) 2-1/4- (ACTS AS 1 PERM MAX. VAPOR BARRIER) STURDI—FLOOR T&G 10" FIELD RING 1/2" TACKBOARD (ACTS AS 1 PERM MAX. VAPOR BARRIER) ROOF PITCH: 2 IN 12 SHANK OVER 5/8" GYP. BD. AT CLASSROOMS FLOOR UNDERLAYMENT (GLUE & STAGGER JOINTS) F.R.P. OVER WATER RESISTANT EXTERIOR NOTES 3/8- CCP 8• EDGE #7 SCREW 1-5/8- GYP. BD. AT RESTROOMS CORNER BATTS: 1 x 4 8" FIELD SHEATHING (ALL EDGES SUPPORTED) SKIRT: FIBER CEMENT PLANK w/ 8" EXPOSURE OVER 15# FELT OR HOUSE WRAP FASCIA: 1 x 6 7/16- O.S.B. 4" EDGE 15 GA. 2- INTERIOR WALL CONSTRUCTION BARGE: 1 x 6 8" FIELD STAPLE ROOF SHEATHING (UNBLOCKED) PLATE HEIGHT: 8'-1 1/8" GUTTERS: 5" K—LINE (PREFINISHED) 7/16- O.S.B. 4" EDGE ,s 2------`—`�" 8' FIELD SPLE SIHTE DF�;�aH1N�TON STUDS: 2 x 4 HF STD & BTR AT 16" O.C. (U.N.O.) DOWNSPOUTS: 2" x 3" RECT. (PREFINISHED) DL,T CC I AArR AND INDUSTRIES FASPLAAPPROVEpCTION INTERIOR FINISH: 5/8" V.C. GYP. BD. AT RESTROOMS AND KITCHEN OCCUPANT LOAD CALCULATION DATA LIST g I� 1/2" TACKBOARD OVER 5/8" GYP. BD. AT CLASSROOMS F.R.P. OVER WATER RESISTANT 11l't ! ZOO GYP. BD. AT RESTROOMS CLASSROOM: (1446 S.F.)/(20) = 73 SQ. FOOTAGE: SUB �177Q)ES.F. o = AND FIELDTINSPEC71 I KITCHENETTE: (80 S.F.)/(20) 4 O EXT. WALL LIN. FOOTAGE: 1"84 L.F. N RESTROOMS (118 S.F.) = 0 INT. WALL LIN. FOOTAGE 62 L.F. WALLS/PLENUMS (126 S.F.) = 0 PROJECTED ROOF AREA: 1890 S.F. TOTAL (1770 S.F_) = 77 ®� REV. # BY: DATE: PER: SHEETS: 26 x 64 MODULAR CLASSROOM �gN-RAS JRG 6/10/09 — oFEmom wAs�fti� Ic MODERN BUILDING SYSTEMS. INC. PORT TOWNSENDzTELEPHONE: (503) 749-4949 FAX: (503) 749-4950 -P.O. BOX 110 •9493 PORTER ROAD"AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE: www.mbs-modular.com PORT TOWNSEND, WASHINGTON � 43 REUSE OF DOCUMENTSTHIS DOCUMENT AND THE IDES AND DESIGNS INCORPORATED ONALNDHER TIN Is THE BE PERTYUSED. NFMOLE O BUILDING srsTEM mC. INTERIOR ELEVATIONS � AND IS NOT 7D BE USED,IN WHOLE OR IN PART, FOR ANY OTHER USE OR PROEM WATFi)UT WRITTEN AUTHORIZATION. V-4" 2" 2" 1'-0" ro 01) I DUCTED VENT rr RANGE HOOD \ / N O O \ / I \ / \\\ IA N ` 3'-0" 3'-0" 03" 2'-0" 3 1/4" g GAL. WATER 1 -0 1/4" HEATER NOTE: PROVIDE 24" CLEAR ACCESS TO WATER HEATER CABINET ELEVATION 9 SCALE: 1/4" = 1'-0" 3'-6" 1'-0' 18" x 36" MIRROR GRAB BAR 4'-4" MIN. 3'-4" P.T. DISP. 1'-0" 2'-0" (N.LC.) � Z T. I P. DISP. I ' IF \ 0 a n I Z x I Q � � I STa:is 0 y�AuHIPdGTON DEPT.OF LABOR AND INDUSTRIES r 4'-0" HIGH PLASTIC PROVIDE PROTECTIVE FAS PLAN REVIE'�'SECTION LAMINATE WAINSCOT "V-6- INSUL. AT HOT WATER APPROVED OVER WATER RESIST. AND WASTE PIPES GYP. BD. - TYP. 1'-3" JUL 12oog I l� 0 2 TYP. RESTROOM ELEVATION ANDFIE DINSPECTION N 9 SCALE: 1/4" = 1'-0" uJ C REV. # BY: DATE: PER: SHEETS: 28 x 64� MODULAR CLASSROOM A—RA � JRG 6/10/09 — ����oFTrAsgj�a � MODERN BUILDING SYSTEMS, INC. W$qRs °ti�� PORT TOWNSEND TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 =" P.O. BOX 110 •9493 PORTER ROAD•AUMSVILLE, OR 97325 �J U CHECK OUT OUR WEB PAGE: www.mbs—m.2009.com PORT TOWNSEND, WASHINGTON '0�0 z1 REUSE THE DOCUMENTS ONAL � W O THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED Ld HEREIN Is THE PROPERTY OF MODERN BUILDING sYsrE�s, wc. EXTERIOR ELEVATIONS O AND IS NOT TO BE USED, IN VMOLE OR IN PART.FOR ANY OTHER USE OR PROJECT MTTHOUT MiPoTTEN AUTHORIZATION. O O T II 1 1 l 0 1 1 1 1 1 Z - ------=-- ----, ---------- ------ REAR P.T. 2 x 8 x 8'-0" UNDER DOORS IN PLACE OF SKIRT RIM A © C TYP. INSIGNIA LOCATION O CORNER BATT I rl END END E h� �I i �' I Ll '�HVtiGT0 h i r.� a — Z iI J AfvD IiJDU�STONIESVtFV;SEAROVED- - - - - - - - - - - - - lb-T TS Coo pNN FRONTo IN (15 EXTERIOR ELEVATIONS :3 SCALE: 1/8" = 1'-0" REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM ��A•RQ ®� JRG 6/10/09 �I aF wAsglN � �T PORT TOWNSEND � -4 p MODERN BUILDING SYSTEMS, INC. � y TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 - P.O. BOX 110 •9493 PORTER ROAD•AUMSVILLE, OR 97325 �� U CHECK OUT OUR WEB PAGE: www.mbs-modular.com A ©MODERN BUILDING SYSTEMS INC 2009 PORT TOWNSEND, WASHINGTON REUSE OF DOCUMENTS ONALO LLLJ 0) LJ 0 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED ANDDIiS NOT TO BEUSED MNMOLE OF ROR IN'LPART. FNG OR ANY ANNY1N0• REFLECTED CEILING / ELECTRICAL PLAN = O OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. (/) � 2 3 a I PANEL A: 120/240V / 200A 8 GAL. WTR. HTR. SINGLE PHASE W/ + 6 UNDER COUNTER 2" STUB-OUT+ 6 PC PC IP A _ 1 DL 45 � IT +q X X V AS A9, ? I� -- A3 O o I 1 OAl All A7 - L 442 �— 42 A3 A I i q1 I I I 1 A3 \ I j ZZ0 PL Gil,. 1 Al i A10-1 I ` V NT H000;, ' A5 Al+72 // i A7 WP H{�S7F_/� l7riMP7,'AccF /i cc yoG.R.3 II 1 DL, FI I ''+l I , pL T A3 /V V " V Al --___ A9 9 _ w 2-8 3 A9 -i w z --- - - -- Q_ DL I I DL B AS X ---- \ ix A7 i I A3 IN A3 i \ i Al IN Al CEILING I `\ EILING -- 4&A5 i \ 4&A7 - ------ DL \ `\ D� \ i PL DL i\ A3 ' A3 I Al Al A7 DL DL 1 1 I I I I I A5 DL X p 45 I A7 rY n, DN I �c ,BD .,,,�nISFGiI db WP PC I A1+86 10 GOOE op FIE D INSpEC�ION 0 AN REFLECTIVE CEILING ELECTRICAL PLAN SCALE: 3/16" = 1'-0" REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM �gA.RAS JRG 6/10/09 - � �0Faesgj Q —4949 FAX: (503) 749-4950 MODERN BUILDING SYSTEMS, INC. PORT TO WN S E N D x�q a y�� �- TELEPHONE: (503) 749 P.O. BOX 110 •9493 PORTER ROAD•AUMSMLLE, OR 97325 CHECK OUT OUR WEB PAGE: www.mbs—modular.com .d aiEml INQ. 0009 PORT TOWNSEND, WASHINGTON 2yp�g� I REUSE OFI DOCUMENTS ONAL � LLli 0 THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED ANHERD IS Is THE BE US I), OF MODERN euIUNNC MR INC. MECHANICAL PLAN O AND 6 NOT TO BE USED,IN WFIOI.E OR IN PART,FOR ANY OTHER U OR PROJECT YNTFIOl1T WRITTEN AUTHORIZATION. �. (n � 2 3 J �o•oo L__, OO 1850 CFM R/A 30 x 16 WALL 80 GRILLE 6" 80 CFM CFM 80 CFM 6CFM LEN dFj n n 0 30" x 10" S/A DUCT (60' L.) a ui z 225 225 225 250 250 225 _ 225 225 CFM 8" CFM 8" CFM 8" 8•,CFM CFM 8 CFM 8 CFM 8 CFM 8 L30'SH x 1L. x 24 GA B ® SHT. MTL. START COLLAR - TYP. E DEPT.OF LABOR AND IPJt `CRIES ul AN REVIF�'`, S� JUG. i 6 �QQQ 00 I o F E'D it,0 AND DEN k: 0 N - MECHANICAL PLAN SCALE: 3/16" = 1'-0" ®®bib,, REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM A.R,4 ,I.. ®� JRG 6/10/09 — ���oFTrAsyl�`7� CO MODERN BUILDING SYSTEMS, INC. PORT TO WN S E N D x� y� �� �� TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 P.O. BOX 110 •9493 PORTER ROAD•AUMSVILLE, OR 97325 �� U CHECK OUT OUR WEB PAGE: www.mbs—moduilar.com .p I ©MODERN BUILDING SYSTEMS INC. PORT TOWNSEND, WASHINGTON �o IsrERE° 1 ~REUSE E I DOCUMENTS ONAL � LJJ O THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED LLJ HEREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS, INC. AND IS NOT TO BE USED,IN ELECTRICAL / MECHANICAL NOTES AND SCHEDULES 1: O WHOLE OR IN PART, FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. SYMBOL LEGEND " 4CHANICAL NOTES 2' x 4' FLUORESCENT LAY-IN FIXTURE NOTE: (3) TUBE 32W T8 W/ ELECT BALLAST (WEIGHT 23lbs.) EMT CONDUIT SHALL NOT 0 MECHANICAL UNIT(S): ELEC. PANEL BE USED WITH UNFUSED ; 1 4' FLUORESCENT SURFACE MOUNTED FIXTURE CONDUCTORS INSIDE I(11) 5.0 5 TON WALL HUNG CAL HEAT PUMP (2) TUBE 32W T8 W/ ELECT BALLAST BUILDING LINES ® y 200 AMP MIN. 2" SCH 40 PVC 0 THERMOSTAT(S): BARD 8403-060 ® 120/240V OR EMT CONDUIT W/ 2' x 2' LAY—IN SUPPLY DIFFUSER SINGLE PH. 4 WIRE (3) 3/0 XHHW-CU o DUCT MATERIAL: WALL MOUNTED LIGHT FIXTURE (1) #4 BARE CU / 1" FIBERGLASS W 26 GA. SHEET PC = PHOTOCELL METAL ROUNDS WP = WEATHERPROOF .OF L BOROF'v AND IND ON DEPT.OF LABOR AND IP�DUSTRIEco ECONOMISER(S): QD DUPLEX RECEPTACLE AT 17" A.F.F. (U.N.O.) FAS PLAN REVIEW SECTION APPROVED i ECONOMISER(S) AND CONTROLS GFI = GROUND FAULT INTERRUPTER MIN. #4 UFER in 16 2009 O COMMERCIAL ROOM VENTILATORS WP = IN USE WEATHERPROOF COVER WR = WATER RESISTANT RECEPTACLE - SUBJECT TO CODE NO ECONOMISERS) SINGLE POLE SWITCH AND FIELD INSPECTION ONE-LINE DIAGRAM o VOLUME DAMPERS: No SCALE PROVIDE VOLUME DAMPERS TO OO JUNCTION BOX CONTROL AIRFLOW AT EACH DIFFUSER 0 THERMOSTAT AT 48" A.F.F. TO TOP OF CONTROLS 0 SYSTEM COMMISSIONING: O FIRE ALARM (RACEWAY ONLY) MECHANICAL SYSTEM TO BE TESTED WIRING LEGEND AND DOCUMENTED IN ACCORDANCE VISUAL ALARM (RACEWAY ONLY) WITH WSEC SECTION 1416. +82" TO CENTERLINE FIXTURE COLOR 0 PHONE BOX - CONDUIT UP (RACEWAY ONLY) POWER NEUTRAL OUTSIDE AIR CALCULATION RECEPS BLUE OR WHITE W/ o MECHANICAL UNIT A:`O DISCONNECT PURPLE BLACK STRIPE - + CEILING SEISMIC BRACE WATER BROWN WHITE CLASSROOM (89 OCC)(15 CFM) =1155 HEATER STRANDED RESTROOM (2 FIXT)(75 CFM) — 1.5.0 ELECTRICAL NOTES SPARE TAN WHITE SOLID STATEU" r�n,NTRIES a TOT L r LABOR AF 1'O_G N LIGHTS BLACK WHITE W/ REVI N' c° PROVED o CONDUIT: o SYSTEM COMMISSIONING: OR RED RED STRIPE i j 2009 N �u ITIK1G C'\/ TC-\/ T 1'lr Tf ("`Tr11 WSEC 1412.8 Demand Control Ventilation LI Vrl ID V J I S I CMS I O DC I tJ 1 N Demand control ventilation is required per this ® METALLIC AND M.C. CABLE SWITCH LEG I AND DOCUMENTED IN ACCORDANCE q P 0, o EXTERIOR RECEPTACLES SHALL BE WITH WSEC SECTION 1513.7 NORMAL ORANGE Section of the WSEC. ECTTO CODE o WEATHER RESISTANT TYPE w/ o FIRE ALARM DEVICE AND JUNCTION BOXES DL ZONE YELLOW ELDINSPECI�ON IN USE WEATHERPROOF COVER SHALL BE PAINTED SUBSTANTIALLY NOTE: ALL WIRING TO BE MIN #12 RED PER WAC 296-4613-760 � ;\ 1 _FPS REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM �YiA.RAs JRG 6/10/09 OF WASy,N � c' MODERN BUILDING SYSTEMS. INC. y� F °� Z TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 PORT TOWNSEND - r- P.O. BOX 110 •9493 PORTER ROAD• AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE: www.mbs-modular.com 21543 ©MODERN BUILDING SYSTEMS INC.2009 PORT TOWNSEND, WASHINGTON REUSE OF DOCUMENTS C' Cy1 w O THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED ALA W O HEREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS, INC. ELECTRICAL PANEL AND LOAD CALCULATION O AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. (n DATE: 6/30/2009 I XMMAIN DIST. FISURFACE JOB NO.: PANEL A FISUB-PANEL Xa FLUSH AMP CIR P WATTS P CIR AMP NO NO LIGHTS 20 1 1 A 832 10800 A 2 2 60 MECHANICAL UNIT LIGHTS 20 3 1 B 724 / B / 4 1 1 PROJECT: PORTTOWNSEND I JOB NO.:2009-CH-46-2 DATE: 6/30/2009 RECEPTACLES 20 5 1 A 1080 12480 A 2 6 60 MECHANICAL UNIT A RECEPTACLES 20 7 1 B 1260 / B 1 8 1 1 SQ. FOOTAGE: 1770 OCCUPA CY: E RECEPTACLES 20 9 1 A 1440 8000 A 2 10 40 RANGE REFRIGERATOR 20 11 1 B 1000 1 B 12 PANEL: A XSUB MAIN VOLTAGE: 120/240 AMPS: 200 PHASE: 1 20 13 1 A 1200 A 1 14 20 WATER HEATER 15 B B 16 e 17 A A 18 CONNECTED CODE CALCULATED 19 B B 20 ITEM LOAD FACTOR LOAD 21 A A 22 23 B B 24 LIGHTS(per WAC-296-46b-220 1484.00 X 1.25 = 1855.00 25 A A 26 in lieu of NEC220.12) 27 B B 28 SIGN CIRCUIT X 1.25 = 0.00 29 A A 30 31 B B 32 33 A A 34 RECEPTACLES THRU 10K= 3600.00 X 1.00 = 3600.00 35 B B 36 37 A A 38 OVER 10K= 0.00 X 0.50 = 0.00 39 8 B 40 41 A A 42 DEDICATED RECEPTACLES X 1.00 = 0.00 MOTORS&COMP. TOTAL PANEL WATTS = 38816 161.73 = TOTAL PANEL AMPS TOTAL MOTOR KVA = 72.00 X 1.00 = 72.00 LARGEST MOTOR = 24.00 X 0.25 = 6.00 BUSS SIZE = 200 VOLTAGE = 1201 240 HEATING&AIR COND. MAIN BREAKER = 200 PHASE = 1 (per mfr's specs) UNITA = 23280.00 UNIT C = UNIT E = UNIT B = UNIT D = UNIT F = TOTAL HEAT/AC LOAD = 23280.00 X 1.00 = 23280.00 TOTAL ADD'L MECH. = 0.00 X 1.00 = 0.00 (see attached) DEMAND FACTOR APPLIANCES X 1.00 0.00 QTY. _ MISCELLANEOUS WATER HEATER 1200.00 X 1.00 = 1200.00 REFRIGERATOR 1000.00 X 1.00 100P.o OF.�ASHINGTON I DEPT.OF L.ABO (�pFNIINDC SONIES RANGE 8000.00 x 1.00 = 800m.0o FAS P A P F R O V E D X , DD = D� � 2009 N Jul ADDITIONALMISC. 0.00 X 1.00 = 0.00 T TO CODE I O (see attached) II ANu��[-d!ToSrEru%N CONNECTED LOAD CALCULATED LOAD_ O A CV TOTAL WATTS = 38636.00 TOTAL WATTS = 39013.00 O r7 TOTAL AMPS = 160.98 TOTAL AMPS = 162.55 :3 t�l� REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM �� A.RAs JRG 6/10/09 — �w��oF VAST, Cp MODERN BUILDING SYSTEMS, INC. PORT TO WN S E D w�q,�: �oy�� TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 x - Z �— P.O. BOX 110 •9493 PORTER ROAD•AUMSVILLE. OR 97325 �� U CHECK OUT OUR WEB PAGE: www.mbs-modular.com `-6 21543 I `M PORT TOWNSEND, WASHINGTON o Ecr �- REUSE E I DOCUMENTS NAL + O ILJ O THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS. INC. AND IS NOT TO BE USED,IN MHOL£OR IN PART, FOR ANY DETAILS = C 07HER USE OR PROJECT MATHOUT WRITTEN AUTHOFN7A710N. U) RIDGE VENT HOLD PLYWOOD & ROOFING 7/8" ROOFING i BACK EACH SIDE OF RIDGE INSULATION W/ FS-25 2 x 2 FILLER x 9" L. AT CONT. BUTYL STRIP ROOF SHEATHING 24" O.C. W/ 12d EACH END (2) 1-1/2" DIA. VENT HOLES ROOFING SIMPSON CS18 W/ (4) N10's EA. END - L.V.L. TO END RAFTER SCREENED PER RAFTER BAY RAFTERS 2 x 4 DF #2 w/ 1'-6" (4) 12d EA. END 0 0 AT 24" O.C. 0 0 0 0 O FASCIA CAULK 2x RIM JOIST W/ (3) 12d END NAIL TO EACH RAFTER INSULATION BLOCK INSULATION W/ FS-25 2 x 4 DF LEDGER W/ (2) 4'-0" MIN. PLATE SPLICE LACCOUSTIC CEILING TILE INSULATION BLOCK ROWS OF 12d AT 6" O.C. W/ (28) 12d - TYP. BLOCKING AT BEVEL BLOCK (10) 5/8" DIA. M.B.'s OR THR'D L.V.L. BEAMS j;2 SHEATHING JOINTS ROD W/ NUTS AND WASHERS FIELD INSTALL ACOUSTIC 12d AT 24" O.C. 1'-0" IN FROM END & EQ. SPACE (WHERE OCCURS) CEILING THIS ROW ONLY 12d AT 6" O.C. STUD W/ INSULATION INTRIOR FINNISH SIDING OVER SHEATHING TA K660ARD 77 n 1 TYP. SIDEWALL EAVE DETAIL 3 ROOF MARRIAGE DETAIL 14 SCALE: 1' = 1'-O' j 14 SCALE: 1' = 1'-0' SIDING OVER SHEATHING INTERIOR FINISH TACK 8 OAR D STUDS W/ INSULATION 5/8" DIA. M.B.'s OR THR'D ROD W/ NUTS AND WASHERS AT 8'-0" O.C. & 15GA. x 2" STAPLE AT 4" O.C. SUBFLOOR 3'-4" FROM END (ADJUST SPACING SUBFLOOR AS REO'D TO AVOID JOISTS) 'i, i a .. T �' 0�S tlfdG I�SYRIES . SOF LABOh AND, . Ic�CTIGN c 110 LIP BARRIER WRAP OUT 3"t ICI I �E FAS Pl A P P R e V E OFFSET RIM ZOOQ RIM JOIST INSULATION W/ FS-25 FLOOR JOIST SIMPSON LUP26' HANGER W/ rn SUIi,iEC�INSPE O�N p SIMPSON LUP26 HANGER INSULATION FS-25 RIM Jolsr pNp FIELD N 2 TYP. SIDEWALL FLOOR DETAIL T 4 FLOOR MARRIAGE DETAIL 14 SCALE: 1' = 1'-0' v 14 SCALE: 1' = 1'-0' • �� REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM �� A.RAS ® JRG 6/10/09 - ���P�Oy1TAsA,r�C �t� MODERN BUILDING SYSTEMS, INC. PORT TO WN S E N D w g ti � � TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 ~ Z P.O. BOX 110 •9493 PORTER ROAD•AUMSVILLE. OR 97325 �f U CHECK OUT OUR WEB PAGE: www.mbs—modular.com 06 PORT TOWNSEND, WASHINGTON ; �° I REUSE OF DOCUMENTS Cy) THIS DOCUMENT AND THE IDEAS AND DE W DEIGNS INCORPORATED ONAL L 0 HEREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS, INC AND IS NOT TO BE USED.INNHOLE OR IN PART, FOR ANY DETAILS = O OTHM USE OR PROJECT YATFICIT MRITTQi AUTHORIZATION. t NOTCH SIDING & RIM 'PQOvtb/ `'�0OD 1-?4ck1Af6- AT OUTLOOKERS (3) 12d SCREWSHANK — OUTLOOKER TO RAFTER 1'-6" ROOFING r (3) 12d BARGE (3) 12d RAFTERS DUCT 8 SUPPLY AIR SCREWSHANK INSULATION 2 x 4 DF SUB—BARGE BLOCK SIMP. CS18 ROOF SHEATHING (2) LAYERS AT EXPOSED 5/8" GYP. BD. LID T W/ (5) N10's EA. END TYP. 2 x 6 DF #2 OUTLOOKER INSULATION W/ FS-25 EA. CORNER VAPOR BARRIER FLAT AT 48" O.C. 24 GA. SHT. MTL. OR CAULK STUDS W/ INSULATION & GYP. BD. (4) SIDES SIDING OVER SHEATHING FS-25 ABOVE CEILING INSULATION IN EXTERIOR WALL AT PLENUM TO HAVE FS-25 VAPOR BARRIER 5 GABLE END DETAIL NOT USED 15 SCALE: 1' = 1'-0* 15 SCALE: 1" 1'-O" 2 x 3 STUDS FLAT AT 24" O.C. SIDING OVER SHEATHING INTERIOR FINISH SIMPSON CS18 W/ (4) N10's S 8 GYP. BD. ON EACH END - TYP. / TACKBOARD ALL SIDES AND STUDS W/ INSULATION END RAFTER - TYP. FLOOR 2x BLOCKING AT 4'-0" O.C. SUBFLOOR rN 30" x 14" RETURN 15GA. x 2" STAPLE AT 4" O.C. 1 ` AIR GRILLE — 6" A.F.F. y�= IINGTON TO BOTTOM STATE .'.gyp 1�NpUSTRIES a LIP BARRIER WRAP OUT 3"t�' p 9T.OF L I- L.V.L. BEAM — TYP. =AS PLF a OFFSET RIM F;-•,q( V,ED DBL. END JOIST INSULATION W/ FS-25 o cooE o r; 1SPEGjION a 6 TYP. ENDWALL FLOOR DETAIL r 8 PLAN VIEW AT CORD TIE 9 PLENUM DETAIL 15 SCALE: 1' = 1'-0" 15 15 SCALE: 3/4" = 1'-0' • REV. # BY: DATE: PER: SHEETS: 26 x 64 MODULAR CLASSROOM JRG 6/10/09 — � �oFRAs�f��l� (D MODERN BUILDING SYSTEMS, INC. PORT TOWNSEND W$� r°� s} Q x 1 TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 � U P.O. BOX 110 •9493 PORTER ROAD•AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE: www.mbs—modular.com 21543 PORT TOWNSEND, WASHINGTON �'o '�E REUSE I DOCUMENTS ALSO W O THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED LLI HEREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS, INC. AND IS NOT TO BE USED,INWNOLF OR IN PART, FOR ANY DETAILS = O OTHER USE OR PROJECT WITHOUT WRITTEN AUTHORIZATION. (U B ; B RAFTER W/ (4) I A 12d E.N. TO L.V.L. RAFTER LEDGER (4) 12d LVL (LEDGER/BACKING) L.V.L. BEAM — ATTACH 1 1/2" x 24" LONG L.V.L. BEAM — ATTACH > TO COL. W/ (2) 3/4" W/ (3) ROWS OF 12d AT TO COL. W/ (4) 12d DIA. CARRIAGE BOLTS 6" O.C. STAGGERED (12 NAILS MIN.) SIMPSON CS18 W/ CS18 W/ (6) (4) N10's EACH END- ----, N10's EACH END L.V.L. TO BRACE BOT. OF L.V. 3/16" x 6" x 9" L. 2 x 4 2 x 4 (3) 12d PLATE — WELD TO BEARING PLATE 1-1/4" SIMPSON A34 W/ (3) 3/4" x 3" x 9" STL. N10's EACH LEG BEARING PLATE 0 0 SIMP CS18 W/ (4) _ _ �_ 12d AT 6" O.C. N10's AT WALL PLATE I STAGGERED 2 x 4 x 30" BRACE (D TYP. AT 1 st & 3rd RAFTER 3/16" EA. SIDE OF COLUMN 00 SECTION A 3,. 0 1 SCALE: 1" = 1'—O" 3" x 3" x 3/16" 00 TUBE STEEL COLUMN 4 x 6 DF #2 COLUMN (ASTM A500 GRADE B B Fy = 46 KSI) BATT PANEL CLIP 20 GA. x 2" x 12"STRAP W/ (12) N10's WELD 2❑ -TYP. CS18 W/ (6) 3/4" x 3" x 9" STL. TOP OF SUB-FLOOR N10's EACH END BEARING PLATE W/ (4) 16d PLAN VIEW -- 0 FULL BEARING (RIM SCAL :: 1" S1A�r'_- »`S'brlllduiOfV o t)EP I:DF Ao, AND INDUSTRIES _ OR BLOCKS) FULL BEARING (RIM NOTE: OVERALL COLUMN HEIGHT = 8'-11" FASPLANREVIFA'S�UIIDF OR BLOCKS) APPROVED I (W/ PLATES) Q, TOTAL NO. OF COLUMNS REQ'D: = 2 JUL O 1 O SUgJECI TO CODE END WALL COLUMN DETAIL CENTER COLUMN DETAIL AND FIELD INSPECTION 11 c SCALE: 1/2" = 1'-O" 1 6 SCALE: 1/2" = 1'-O" wD REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM < A.RA JRG 6/10/09 - �n oF TA S �� � sBjy � CD MODERN BUILDING SYSTEMS, INC. PORT TO WN S E N D w � ti I TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 P.O. BOX 110 •9493 PORTER ROAD•AUMSVILLE, OR 97325 CHECK OUT OUR WEB PAGE: www.mba-modular.com PORT TOWNSEND, WASHINGTON ��o c1s �' I REUSE THE DOCUMENTS ONAL � Ld INS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN IS THE PROPERTY OF MODERN BUILDING SYSTEMS, INC. AND IS NOT TO BE USED,IN WHOLE OR IN PART, FOR ANY DETAILS O OTHER USE OR PROJECT WITHOUT NWTIEN AUTHORIZATION. HANGERS TO BE #12 GA. GALV., SOFT-ANNEALED, END WALLS - ATTACHED W1 MIN. (3) TURNS TO CEILING SUSPENSION MEMBERS AND TO 1/4" x 3" LAG ARE SPLAYED MORE THAN 1 IN 6 OUT OF PLUMB. MILD STEEL WIRE AT 4'-0" O.C. AND MAX.WI 8" FROM PROVIDE COUNTER SLOPING RES. INTO BOTTOM EDGE 12d TO RAFTS OF ROOF JOIST. WHERE WIRES 12 GA. SPLAY-WIRE BRACING IN LANE OF EACH RUNNER. VERTICAL ANGLE = 45 DEG. ALL WARES ATTACHED TO MAIN RUNNER. SPACE MAX. 2" FROM INTERSECTION - TYP. 1/4" DIA. x 3" LAG TO BE INSERTED PARALLEL TO DIRECTION OF WIRE 45 DEG. TYP. RAFTERS #12 SUPPORT WIRE RAFTER AT CROSS TEE AT L.V.L. BEAMS #12 SUPPORT WIRE FLOATING ENO AT 4'-0" O.C. ON MAIN TEE TYP. 7/8" x 7/8" x 0.02 FIELD TIE WIRE TO i xxxxxxx WALL ANGLE FOR FIELD INSTALLED VERT. STRUT AT CROSS TEE CEILING LAGNJ /- 1 SPLAY LOCATIONS p 4) TIGHT TURNS - TYP. FLOAT THIS END SNAP THIS END OF CROSS TEE OF DUCT #8 STSM SCREW CROSS TEE INTO p MAIN TEE MAIN TEE #12 WIRE EACH MAIN TEE SIDE - TYP. DI O 2" MAX. - _FIELD INSTALL ACOUSTIC FOR ALL BRACE 1" MIN. SHEET METAL 6 WIRES VARIES CEILING THIS ROW ONLY DUCT HANGER STRAP BEAR ON MAIN 'T' AS REQUIRED BYCROSS TE DUCT MANUFACTURER 12 CEILING BRACING DETAIL 13 CEILING GRID AT MARRIAGE 14 DUCT SUPPORT 1 7 NO SCALE 7 NO SCALE �7 NO SCALE 8" MAX. #12 WIRE 8" MAX. #12 WIRE AT EACH MAIN TEE 8" MAX. (2) #7 x 1-5/8" SCREWS #12 WIRE AT ZONE D, E. f (2) #7 x 1-5/8" SCREWS #8 SELF-TAPPING SCREW (2) #7 x 1-5/8" SCREWS +/_ 1/4" #8 SELF-TAPPING SCREW #8 SELF-TAPPING SCREW 0 i�I In 0 0 �q�ilhvoIOPJ Acousnc TILE �t I )f INUIJSTRIES N1 ACOUSTIC TIL r W,I'LAP1 REVI '�SEC T ION O CROSS TEE ACOUSTIC TILE MAIN TEE A [�W I E{� BERC CLIP CROSS TEE BERC CLIP I 7/8" x 7/8" x 0.02 BERC CLIP v _ ANGLE WALL TRIM t � NOTE: MARRIAGE LINE OR 7/8" x 7/8" x 0.02 7/8" x 7/8" x 0.02 sub, ,G t I V N�p OOPPOSITE SIDE FLOATS ANGLE WALL TRIM ANGLE WALL TRIM N CEILING GRID AT SIDE WALL 16 CEILING GRID AT SIDE WALL 17 CEILING GRID AT END WALL C1517 FIXED EDGE NO SCALE 17 FLOATING EDGE NO SCALE 17 No SCALE c REV. # BY: DATE: PER: SHEETS: 28 x 64 MODULAR CLASSROOM �4A.RAs JRG 6/10/09 MODERN BUILDING SYSTEMS, INC. PORT TO WN S E N D � I TELEPHONE: (503) 749-4949 FAX: (503) 749-4950 ='P.O. BOX 110 •9493 PORTER ROAD•AUMSVILIE, OR 97325 U CHECK OUT OUR WEB PAGE: www.mbs—modular.com 21543 PORT TOWNSEND, WASHINGTON o Ecrsr 3 I REUSE E I DOCUMENTS ONAL � O THIS DocuHaOvr AND THE IDEAS AND DESIGNS INCORPORATED HERON IS THE PROPERTY NE MODERN BUILDING SYSTEMS.M INC. PLUMBING NOTES AND DIAGRAMS lit, O AND IS NOT TO BE USED, IN W4i0lE OR IN PART, FOR ANY OTHER USE OR PRO,ECT WITHOUT WRITTEN AUTHORIZATION. 1/2" HW (1) 3" VTR �T� 1-1/2" V 1/2" CW (3.5) 1 I � I � I 1 ` � 1/2" CW (3.5 tLAV-1 3„ V (7) 1/2" HW (1.5)FU) I I 1 1/2" H&C (1) \ i (1A FU) I I I 1-1/2" V (2)-J 1-1/2" V 1/2" CW (2.5) \ 11-1/2" W (2) 1/2" CW (1) \/ � i 3" VTR WC-1 .� 1 � (2.5 FU 4 3" CO 1 S-3 1 1 S-3 1 2" CW (3.5) I i2" CO i (2 FU) (1.5 FU) f WC-1 I r� /2" CW (1.5) �1/2" HW (1) (4 FU) 1-1/2" W (2"_- 3/4" HW (3.5) i-3" V (5) 3" W (5) \ 2" W (2) I I 2" COl I LAV-1 7AN9ia1! 7TsIG.. WH-8 3" W (7) / (1 FU) LAV-1 3/4" BUILDINGyob 1/2" CW (2.5) (1 FU) �1-1/2" W (1)SUPPLY (8.5 FU SEWERST(WASTE AN.—\ / �qN 1/2" CW 1 3" CO 3" W (5) I WC-1 NOTE: I �3" CO (2.5 FU) PROVIDE AT WATER HEATER: SUPPLY CAPPED 'T' FOR FUTURE EXP. WASTE & VENT (4 FU FU) 3/4" P&T DISCHARGE TO EXTERIOR PLUMBING NOTES PLUMBING FIXTURE SCHEDULE 0 SUPPLY PIPING: TYPE 'M' CU 0 STRAP WTR. HTR. TO WALL W/ WATER CLOSETS 0 WASTE PIPING: ABS - DWV 26 GA. x 1" SEISMIC STRAP W/ (1) #6 SMST TO TANK AND REFERENCE DESCRIPTION STYLE GPF MANUFACTURER MODEL CONNECTION VALVE 0 SUPPLY PIPE SIZES BASED ON: (1) #3 x 2" BUGLE HEAD SCREW WC-1 ACCESSIBLE W.C. TANK 1.6 GERBER AQUA-SAVER 21-718 3" CLOSET, 1/2" CW 100 FT. DEVELOPED LENGTH TO WALL EACH END LAVATORIES 46 - 60 PSI REFERENCEI DESCRIPTION STYLE I Gg:IM—ANUFACTURERI MODEL I CONNECTION I VALVE 0 LAVS TO MEET OSPSC 414.2 0 HANDICAP ACCESSIBLE URINAL CONTROLS NOT TO EXCEED-•44"A-F.F. LAV-1 WALL-HUNG LAV 2.5 GERBER PLYMOUTH 12-314 1/2" CW, 1/2" HW, 1-1/4" W DELTA 520 LEVER 0 FLOOR DRAINS TO BE PROVIDED p HOT WATER E{SI TOE BEp!IrNSULATED _� SINKS WITH TRAP SEAL PROTECTION PER H TIT 7F A�uR'„ r TI N REFERENCE DESCRIPTION STYLE GPM MANUFACTURER MODEL CONNECTION VALVE IPC/UPC/OSPSC 1007. PER WSECC14FN3F&�NTABLE�'FUI=6� USE N MIN. 1/,,�l!2" INSULATL©N FWRAP FOR o S-3 2-BOWL KIT SS 2.5 DAYTON D23322(19) 1/2" CW, 1/2" HW, 2" W DELTA 100 LEVER MAX. (r) RUNOU S OF I12'rRgLESS JULI I �,nnC o NOTE: Nll 6""" o p FIELD INSP N� cv PLUMBING TREE BY OTHERS. BOTH WASTE AND�.V.EN-T-WI t- REQUIRE WATER HEATERS HOOK-UP TO STUB-DOWN DUE TO LOCATION, SLOPE AND JOIST DEPTH. REFERENCE DESCRIPTION STYLE WATTS IMANUFACTURERI MODEL CONNECTION ELECT. lIT IS THE SITE PLUMBERS RESPONSIBILITY TO MAKE SURE THAT ALL c WH-8 8 GAL. TANK ELEC. 1500 ARISTON GL8 3/4" 110V 16.7A PLUMBING DROPS ARE CONNECTED.