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Home My WebLink About127 COX AVE_BLD1314_2026 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: �&&-AL pac:,- k�qv � Valuation: (IDS_ 00c) Project Address: 121 \41 td1. Parcel ID#: Legal Description Owner: Phone Number: Address: City: 1►•,l�'jy._ State: A— Zip Code: qL��?� Engineer: Phone Number: Cell Phone: E-mail: Address: City State: Zip Code: General Contractor: (,)CT Phone Number: S(J.gZl.(V11o(0 Cell Phone: E-mail: Address: e►611QL A 1 MkIlity: State: W k Zip Code: W12-111P Contractor's License Number: Expiration: Contact Person: MAIU.- , Rklm Phone Number: 4122.7- -151 Cell Phone: E-mail: �D "At.AL'1Tb&1X,,Jk.L DPI Address: lgfl - S+AN ale LIE City: State: Zip Code: Proposed Scope of Work: 1asit1Lmu d ply q-�� ftl�qperl REV 2015 Page 6 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL I?VG`� Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 Project Name/Tenant kfm Site Address 2-1 Bldg/Unit/Suite IBC Construction Type IBC Occupancy Type Description of Use yA V, �l Building Square Footage (A& _ Number of Stories Square Footage Per Floor Lo-(Olb Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 Name of Project: ` +1 Project Address: tDX Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify. All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site, for review. REV 2015 Page 8 of 9 COMMERCIAL APPLICATION .,,�,�°� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone(360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS have read and agree to comply with the terms and conditions of this agreement. �� t - �- I-I �- Owner: � Date: I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. A plicants Signature Print Applicants Nam Date FOR STAFF USE ONLY Ret;eiveu 1;4 -FEB 01 2017 Permit# aVVA_rnount Received Receipt# Date Received REV 2015 Page 9 of 9 Lighting Summary 2015 Washington state Fsergy Code Compliance Forms for Commercial Buildings including R2,R3,R4 over 3 stories and all R1 Revised July 2016 Project Info Project Title: Denali Sectional DNS-011 Date 1/11/2017 Complion're Applicant Intonnation Provide contactinformation for individual who can For Building Department Use forms do not respond to inquiries about compliance form information provided. require a Company Name CXT Precast Products,Inc. password to use. Company Address: 3808 N.Sullivan Road,SPokane,WA 99216 Instructional and calculating cells Applicant Name: All Cairns are Wtite- protected. Applicant Phone: 609-892-3238 Applicant Email: Acairns6j.lbfoster.com Project Description ❑New Building ❑Addition ❑Alteration ❑Plans Induded Include PROJ-SUM form(included in envelope forms workbook)with lighting complliance forms. Building Additions Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable ❑ ❑ Refer to Section C502.2.6 for additional provisions as a stand alone new construction project requirements. Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance ❑ ❑ Addition Is combined with existing: For interior lighting projects,include new+existing interior lighting fixture wattage in Proposed Lightin Wattage table in LTG-INT-BLD or LTG-INT-SFIACE form. For exterior lighting projects,include new+existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non-Tradable Lighting Wattage tables in LTG-EXT form. Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting Lighting Alterations 50%or more of existing are replaced ❑ ❑ ❑ Select all Lighting Power and Lighting Q-- ! ❑ Control elements that apply to the scope Less than 50%of existing are replaced ❑ of the retrofit project If project includes a __ combination of spaces where less than Lamp and/or ballast replacement only 50%of the existing fixtures are replaced —existing total wattage not increased ❑ ❑ ❑ in some spaces,and 50%or more of the 50%or more replaced-Total lighting power of new+existing-to-remain fixtures shall comply with fixtures are replaced to others,then total LPA per Sections C405 4.2 and C405 5.2. Include new+existing-to-remain fixtures in Proposed provide separate lighting power Lighting Wattage table in LTG-INT-BLD, L TG-INT-SPA CE or LTG-EXT form. it compliance forms for the two retro conditions. Spaces undergoing the same Less Man 50%replaced-Total lighting power of new+existing-to-remain fixtures shall not exceed type of retrofit may be combined into one the total lighting power prior to alteration Include new+existing-to-remain fixtures in the Proposed lighting power compliance form. Lighting Wattage table in LTG-iNT-BLD,L TG-INT-SPA CE or LTG-EXT form 50%threshold applies to number of luminaires for interior spaces and parking garages,and total Refer to Section C503.6 for additional installed wattage for extenor luminaires. requirements. Lighting Controls Interior lighting Parkin 9 g g garage Exterior sighting All alteration lighting controls shall be New wiring installed to serve added commissioned per C408.3, fixtures and/orfixtures relocated to new ❑ ❑ ❑ circuit(s) New or moved lighting panel i ❑ ❑ ❑ Interior space is reconfigured- I ❑ luminaires unchanged or relocated New wiring or circuit-Forinterior lighting,provide required manual controls per C405.2.3,occupancy sensor controls per C405.2 1. daylight responsive controls per C405.2.4 and application specific ❑ No changes are being made to lighting controls per C405.2 5.For exterior lighting,provide required controls per C405.2.7 the interior or exterior lighting New or moved panel-Provide all applicable lighting controls as noted for New Wiring and automatic systems and existing space time switch controls per C405.2.2. uses and configuration are not Reconfigured interior space-Provide all required lighting controls that apply to i, t changed. Application specific lighting control provisions per C405 2.5 do not apply to rec Change of Space Use ❑ Existing interior lighting systems in areas under-going a change in spa pup e o p comply with LPAs for the new space types per Tables C405.4.2(t)or •11.• '* Identify interior spaces requiring LPD upgrade to the current Code in Prop On tallip in LTG-INT-BLD or LTG-INT-SPACE form. 390-76 �aIS �S�nNAL EXPiRES April23.2017 January 15,2017 Lighting Summary, cont. 2015 Washington State Energy Code Cornoance Fortes for Commercial Buildings inducting R2,R3,R4 over 3 stories and aA R1 ReWsed July 2016 Project Title: Denali Sectional DNS-Oil Date 1/11/2017 Interior Lighting System One(1)light servicing each Shower Description Two(2)lights servicing Bathroom Four (4)lights servicing Chase Interior Lighting Power ❑Building Area Method 0 Space-by-space Method Allowance Method Select method used in project. Interior Lighting Controls ❑All C405.2.1-C405.2.8 Controls C405.2 Exception 5 Luminaire Level Additional Efficiency Package Option Lighting Control(LLLC) C406.4 Enhanced digital lighting controls To comply with C406.4,no less than 90%of the total installed interior lighting power shall comply with th required controls per C406.4. Dwelling Unit Interior Permanently installed interior lighting fixtures in dwelling units comply with: Q Lighting Q C405.2 thru C405.5 Commercial Lighting Controls and LPA Q C406.3 High Efficacy Lighting Q Exterior Lighting System Two(2)lights servicing Shower Doors Description Two(2)lights servicing Bathroom Doors and Chase Door 3906 April 23,2017 January 15, 2017 Interior • • • • • • 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2,R3,R4 over 3 stories and all R1 Revised Juty 2016 Project Title: Denali Sectional DNS-011 Date 1/11/2017 Calculation Q O Addition- 0 Addition For Building Department Use Area NOTE s stand alone +existing Q Spaces where<50%of O Spaces where>50%of Q luminaires are replaced luminaires are replaced LPA Q Standard d Additional Efficiency Package Option Q Calculation C406.3 Reduced interior Lighting Power To comply with C406.3,the Proposed LPD shall be 25%lower than the Target LPA, Type Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE 1 Location(plan#, Height—— Gross Interior Allowed Watts Allowed room#) Space Type 2 Area in f 2 Watts per flz (wattsltt2 x area) Concession Restroom:all other 163 0,780 127 Bathroom 1 IRestroom:all other 193 0.780 151 Bathroom 2 Restroom:all other 193 0.780 151 Chas* Workshop 104 1.270 132 Total Area 653 Retaii Display Allowance from LTG-INT-DISPLAY Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY"ore a Allowed Watts 561 Proposed Lighting Wattage"" Location(plan#, Number of Watts/ Watts room#) Fixture Description NOTE 4,5,6 Fixtures Fixture NOTE 7 Proposed Concession Surface Mounted Wrap-around(1)28W LED 2 28 56 :Bathroom 1 Surface Mounted Wrap-around(1)28W LED 3 28 84 ,Bathroom 2 Surface Mounted Wrap-around(1)28W LED 3 28 84 'chase Surface Mounted Wrap-around(1)28W LED 3 28 84 Proposed Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 308 Interior Lighting Power Allowance COMPLiES Note f-List all urrege w sped types per Table C405.1.2(P)that occurirr the proyec*scope Select space type category per Morn drop down menu. Note 2-Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2),Footnotes d thru f. Note 3-List all proposed lighting fixtures including exempt lighting equipment and existing-to-remain fixtures. Note 4-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. Note 5-For lighting equipment eligible for exemption per C405.4.1,note exception number and leave WattsrFixtum blank, Note 6-Existing-to-remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures.Identify as existing in fixture description. Note 7-Far proposed WattsrFixturn enter the luminatre wattage for installed lamp and ballast using manufacturer or other•approved luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture(not the lamp wattag °'i� l4► lighting,enter the wattage of the transformer For line voltage track/busway systems.enter the of the attached lun ,�larger ,v E watts/lineal foot,or enter the wattage limit of permanent current limiting device. g �• ,S�y �l�Ci Note 8-Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage r � a Note 9-Calculation Area Details, y a.Lighting fixtures in a building addition may comply as a stand alone project,or they maybe combined with it ove I Ling If lighting systems to demonstrate compliance.Refer to C502,f b.For alterations and building additions,provide Space Types and gross interior areas in the Maximum Allow d Light ge I le. building addition will comply as combined with the overall existing building lighting systems,include all apt icabfR and gross interior areas. G c. If less than 50%of existing lighting fixtures will be replaced,provide total existing lighting wattage(prior all at i m t I �dcQ EXP"10 �pril2.1.20t7 .January 15, 2017 txterior Lighting 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2,R3,R4 over 3 stories and all R1 Revised July 2016 Project Title: Denali Sectional DNS-011 Date 1/11/2017 Exterior Lighting For Building Department Use a Zone 1 �Zone 2 0 Zone 3 �Zane 4 Zone Table C risdic ion. Zone selection required to enable LTG-EXT form Specified by jurisdiction. q Calculation Area Q Q Addition- O Addition stand alone +existing V Alteration with<50% Q Alteration with a 50%ext. ext.wattage replaced wattage replaced Building Grounds ❑Efficacy>8o lumenstwatt ❑Exemption Applies to luminaires> 100 Watts ❑Controlled by motion sensor Tradable Maximum Allowed Lighting Wattage NOTE Base Site Allowance: 500 Area(fe),perimeter Allowed'Watts Allowed'Watts Tradable Surfaces Surface Description (If)or#of items per ft2 or per If x fe(or x 0) Main Entry Door 18 20W/LF door 360 Other Entry Door 3 20W/LF door Unlit Open Area Sales Concession Window Wall 172 0.25 W/f_t2 43 Total Allowed Tradable+Site Allowance Watts: 903 Tradable Proposed Lighting Wattage"oTE Y Number of Watts per Watts Tradable Surface Fixture Description NOTE 3,4 Fixtures Fixture NOTE 5 Proposed Main Entry Door 14W LED 5 14 70 Open Area Sales 14W LED 1 14 14 Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: 84 watts plus the base site allowance. Any base site allowance not needed to make tradable wafts comply can be applied to individual non-tradable categories. Non-Tradable Maximum Allowed Lighting Wattage""'°' Site Allowance Remaining: Soo Area(fe),perimeter Allowed Watts Allowed Wafts Non-Tradable Surfaces Surface Description (If)or#of items per f12 or per If x ft2(or x If) Non-Tradable Proposed Lighting Wattage NOS ~ Number of Wafts per Wafts Non-Tradable Surface Fixture Description NOTE 3,4 Fixtures Fixture"oTE 5 Proposed Non-tradable proposed watts may not exceed allowed watts for any individual Non-Tradable Wafts Exceeding LPA: 0 surface unless the total excess watts for all non-tradable surfaces are less than the remaining site allowance. Remaining Site Allowance: lExterior_Lighting A COMPLIES WITH MAX. Note 1-List all unique exterior sufaces per Table C405.5.2(2)that occur in the project scope.Select exterior surface caleg down menu. 4 �I�►� ;A Note 2-List all proposed lighting fixtures including existing-to-remain fixtures. Note 3-For proposed Fixture Description,indicale fixture type,lamp type,number of lamps in the fixture,and ballast type ica !e). Note 4-Existing-to-mmain fixtures shall be included in the Tradable and Non-Tradable Proposed Lighting Wattage tat as a e as new fixtures. Identify as existing in fixture description. 4 Note 5-For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer o oth luminaires with screw-in lamps,enter the manufacturer's listed maximum input wattage of the fixture(not t e 1 mp lC voltage lighting,enter the wattage of the transformer sf�NAL EXPIRES ,kpi•il 23,2417 January 15, 2017 Lighting, Motor, andElectrical Permit • 2015 Washington Slate Energy Code Compliance Forms for Commemal Buildings including R2.R3,R4 aver 3 stories and all R i Revised July 201e Project Title: Denali Sectional DNS-011 Date 1/11/2017 The foffowing information is necessary to check a permit application for compliance with the fighting,motor,and electrical requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS Lighting controls, For all lighting fixtures,indicate lighting control method on C405.2 plans for spaces and lighting zone(s)served,or exception general taken Luminaire level Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls C405.2 lighting controls;provide description of control (LLLC) capabilities and performance parameters For permanently installed lighting fixtures in dwelling units, C405.1 Lighting in dwelling indicate lighting control method on plans for spaces and units lighting zone(s)served,or demonstrate compliance with high efficacy exception C405.2.3 Indicate on plans the method of manual lighting control C405.2.1.1 (whether combined with occupancy sensor,automatic light DNS�49 THRU Yes C405.2.2.2 Manual controls reduction, daylight responsive or specific application controls), C405.2.4 location of manual control device and area or specifice DNS-51 C405.2.5 application it serves C405.2.2.1 Manual interior Indicate on plans which method of manual 50%lighting load DNS-49 THRU Yge C405.2.2.2 reduction is provided,or whether lighting load is reduced via D C405.2.3 lighting controls occupancy sensors or daylight responsive controls NS-51 Indicate on plans the method of automatic shut-off control DNS49 THRU during unoccupied periods(occupancy sensor or time switch) DNS-51 Yes C405.2.2 Method of automatic 'for all lighting zones; shut-off control Indicate locations where automatic shutoff is provided by other methods(occupancy sensor or digital timer switch)or which time switch control exception applies Indicate on plans the spaces served by occupancy sensors; ONS-49 THRU C405.2.1 Occupancy sensor CMS-61 Yes Indicate whether occupancy sensor controls are configured to C405.2.1.1 controls p y 9 be manual-on,automatic 50%-on,or serve a space eligible for automatic 100%-on per exception Occupancy sensor Indicate aisleways and open areas in warehouse spaces C405.2.1.2 controls- provided with occupancy sensor controls that reduce lighting warehouses power by 50% Yes C405.2.6 Digital timer switch Indicate required digital timer switch control function when DNS49 THRU control is used ONS-bi C405.2.2.1 Automatic time indicate locations of overide switches on plans and the lighting switch controls zone(s)served,include area sq.ff. Indicate primary and secondary sidelight daylight zone areas on plans,include sq.ft.; C405.2.4.2 Daylight zones- Indicate toplight daylight zone areas on plans,include C405.2.4.3 Sidelight and toplight For small vertical fenestration assemblies(rough opening less than 10 percent of primary daylight zone)where daylight responsive controls are not required,provide fenestration area to daylight zone calculation(s) Indicate on plans lighting zone(s)served by daylight responsive controls; Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) C405.2.4 Daylight responsive that apply; 7�+controls Indicate on plans the lighting load reduction method- continuous dimming,or stepped dimming that provides at least V'► W ,� two even steps between 0%-100%of rated power; �a Indicate that daylight sensing controls are configured to completely shutoff all controlled lights in the lighting zone 3 - Additional controls- C405.2.5 Specific application Identify spaces and lighting fixtures on plans that require lighting controls specific application lighting controls per this section a Indicate on plans that display and accent lighting,and display .5- Display and accent case lighting are controlled independently from both general Items 1 S' G area lighting and other lighting applications within the same 'rf01VJkL Items &2 lighting space; Indicate manual and automatic lighting control method April 23,2017 January 15, 2017 • • • • • • � � � • 2015 Washington Slate Energy Code Compliance Farms for Co mnmrdal Buildings including R2.R3,R4 over 3 stories and all R1 Revised July 2018 Project Title: Denali Sectional DNS-011 Date 1/11/2017 The foffov�ng fnformaffon is necessary to check a permit application for compffance with the fighting,motor,and electrical requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes C405.2.5- Hotel/motel guest Indicate method of automatic control-vacancy or captive key Item 3 rooms control of all installed luminaires and switched receptacles in guest room C405.2.5- Supplemental task Indicate method and location of automatic shut-off vacancy Item 4 lighting control for supplemental task lighting,including under-shelf or under-cabinet lighting indicate on plans eligible non-visual lighting applications, include sq.ft.area of each lighting control zone; C405.2.5- Lighting for non- Indicate on plans that non-visual lighting are controlled Item 5 visual applications Independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic fighting control Indicate on plans that lighting equipment for sale or Li htin9 equipment demonstration are controlled independently from both general forr sale or G405.2.5- area lighting and other lighting applications within the same Item 6 demonstration space; Indicate method of manual lighting control and applicable automatic lighting control Identify on plans egress fixtures that function as both normal and emergency means of egress illumination; Provide calculation of lighting power density of total egress C405.2.5- Means of egress lighting. Item 7 lighting If total egress lighting power density is greater than 0.02 W/sq. ft.,indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; Indicate method of automats shut-of control Indicate on exterior lighting plans and fixture schedules the DNS-09 THRU automatic lighting control method,control sequence,and DNS-51 locations served; For building facade and landscape lighting,indicate automatic Exterior lighting controls shut off lighting as a function of dawn/dusk and fixed sits C405.2.7 controls opening/closing time; -- For all other exierior lighting,indicate automatic controls shut off lighting as a function of available daylight;include control sequence that also reduces lighting power by at least 30% between 12am-6am,or from 1 hour after closing to 1 hour before opening,or based upon motion sensor Exterior building For building grounds fixtures greater than 100 watts,indicate C405.5.1 grounds lighting on plans whether fixtures have efficacy greater than 80 lumens controls or;are controlled by motion sensor,or are exempt lighting per C405.5.2 Area controls- Indicate location(s)of master control switch(es)intended to Master control control multiple independent switches;circuit breaker may not C405.2.5 switches and circuit be used as a master control switch; power limit Verity that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% To comply with additional efficiency package option,indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming,or exception L' C406.4 Enhanced digital taken; ,� p lighting controls include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions(min 90%to comply with additional efficiency • package option) y If claiming lighting system commissioning exemption provide supporting calculation; a Identify applicable commissioning documentation requirements ♦ d 6 W C405.13 Lighting system 9tYf C408.3 functional testing per Section C408 or efigibNily for exception; l$TBR� Provide written procedures for functional testing of all �S�njYAl. automatic controls and describe the expected system response January 15, 2017 • • • • • � • � • 2015 Washinglon Slate Energy Code Compliance Forma for Commercial Buildings including R2,R3,R4 over 3 stories and all R1 Revised July 2010 Project Title: Denall Sectional DNS-011 Date 1/11/2017 The following information is necessary to check a permit application for compliance with the fighting,motor,and electrical requirements in the Washington Stale Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Cade Section Component Compliance information required in permit documents Documents Notes INTERIOR LIGHTING POWER&EFFICACY Include all luminaires in lighting fixture schedule;indicate DNS�9 THRU fixture types,lamps,ballasts,and manufacturer's rated watts per fixture; DNS-51 Identify spaces eligible for lighting power exemption on plans Yei C405.4.1 C405.4,1 Total connected and in compliance forms;indicate the exception applied; _ C405.4.2 interior lighting powerl Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance fors;indicate the exception applied; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently C405.3 Exit signs Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule(maximum 5 watts per fixture) If high efficacy exception is applied to permanently installed Lighting in dwelling lighting fixtures in dwelling units,indicate in lighting fixture C405.1 units-lamp efficacy schedule if(amps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project(min 75%to comply with exception). Reduced lighting For project with dwelling units,to comply with additional power density- efficiency package option indicate in lighting fixture schedule if C406.3 dwelling unit lamp lamps in fixtures have efficacy rating of 60 lumens per watt or efficacy more.Calculate percentage of fixtures with lamps that have this efficacy rating(min 95%to comply with option). Li htln Power Calculation•Indicate compliance path taken Building Area Complete required compliance fors—proposed wattage per 0NS-19 THRU Yes C405.4.2.1 building area does not exceed maximum allowed wattage per Met hod DNS-b1 building area.Identify locations of building areas on plans Complete required compliance fors—total proposed wattage C405.4.2.2 Space-By-Space does not exceed maximum allowed wattage.Identify locations Method of space types on plans,including retail display areas,lobby an &exhibit display areas,and telling heights as applicable To comply with additional efficiency package option, Reduced lighting demonstrate in compliance fors that total connected interior 0406.3 power density lighting wattage is 75%less than the total maximum alowed lighting wattage via Building Area Method or Space-By-Space Method EXTERIOR LIGHTING POWER&EFFICACY Include all luminaires in lighting fixture schedule;indicate DNS-49 THRU fixture types,lamps,ballasts,and manufacturer's rated watts per fixture; DNS-51 Total connected Identify exterior applications eligible for lighting power Yoa C405.5.2 exterior lighting exemption on plans and in compliance fors;indicate power exception applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting;include exception claimed for each fixture or group of fixtures under _ exception category Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ it. �f Exterior building For building grounds fixtures rated at greater than 100 watts C405.5.1 that are complying based on efficacy,indicate rated lamp /�.• C�9 grounds lighting efficacy(in lumens per watt)in fixture schedule 4 rC i _ x Exterior lighting Complete required compliance form—proposed wattage for - CAOS.5.2 exterior iighting plus base site allowed does not exceed power calculations maximum allowed IVA1. �G�� EXPIRES April 13,2017 January 15, 2017 e Lighting, Motor, • Electrical Permit Checklist, • 2015 Wasbmyton Stnte Energy Codo Compliance Forms(a CO aI Huildings sim uding R2,R3,R4 over 3 stories and all R1 Revised July 2016 Project Title: Denali Sectional DNS-011 Date 1/11/2017 The following information is necessary to check a permit appffcation for compffance with the fighting,motor,and electricaf requirements in the Washington State Energy Code,Commercial Provisions. ApplicabilHy Location in Building Department(yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes MOTORS&TRANSFORMERS C405.6 Electrical tranformers Include electrical transformer schedule on electrical plans; ndicate transformer size,efficiency,or exception taken Dwelling unit Indicate on electrical plans that each dwelling unit in Group R-2 C405.7 electrical energy has a separate electrical energy meter consumption Electric motor Include all motors,including fractional hp motors,in electric C405.6 efficiency motor schedule on electrical plans;indicate hp,rpm,rated efficiency,or exception applied For luminaires in each elevator cab,provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; C405.9.1 Elevator cabs Indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm; Indicate automatic controls that de-energize lighting and ventilation fans when elevator is stopped and unoccupied for a loerfod of 15 minutes or more Escalators and Indicate escalators comply with ASIuIE A17.1/CSA B44; C405.9.2 moving walks automatic controls are configured to reduce operational speed to the minimum permitted when not in use C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided With a variable frequency regenerative drive Identify all controlled and uncontrolled receptabes on electrical plans in each space in which they are required;include Controlled receptacle configuration such as spacing between controlled C405.10 and uncontrolled,duplex devices,etc; receptacles -- _ Indicate on plans whether the method of automatic control for each controlled receptabe zone is by occupant sensor or programmable time-of-day control If"no" is selected for any question,provide explanation: - ��4L[Aj►1�,� End of Lighting, Motor&Transformer Pennit Documents Checklist p4 Wiry C w� l �Fcrs 9076`�° January 15, 2017 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 SummarylViechanical 2012 Washington Slate Enerav Code Com liance Forms for Commercial,Group R 1,and>3 story R2 and R3 Revised June 2013 Project Info Project Address CXT Precast Products, Inc. Date 1/11/2017 3808 N. Sullivan Road For Building Dept.Use Spokane, VA 99216 Applicant Name: CXT Precast Products, Inc. Applicant Address: 3808 N. Sullivan Road Applicant Phone: Spokane, SPA 99216 Project Description Briefly describe mechanical system type and features. _Includes Plans Drawings must contain notes requiring compliance with commissioning provisions per Section C408 i Simple System Complex System Systems Analysis Compliance Option - - 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. Coolie g E ui lnent Schedule Equip. Equip CapaciV OSA CFM SEER Econmizer Heat ID Type Brand Name' Model No.' Btu/h or Econo? or EER IPLV3 Option or Recovery Exceptions Y/N Heating E ui ment Schedule Equip. Equip Capacity2 OSA cfm Heat ID Type Brand Name' Model No.' Btu/h or Econo? Input Btuh Output Btuh Efficiency" Recovery Y/N Fan Equipment Schedule Equip, Equip ID Type Brand Name' Model No.' CFM SP, HP/BHP Flow Controls Location of Service EF-1 Pan Fantech FX 4XL 170 N/A 1/8 HP cv Restroom !EF-2 Fan Fantech RVF-4XL 180 N/A 1/8 HP i--V Concession Area Service Water Heating Equipment Schedule Equip. Equip Input Sub- ID Type Brand Name' Model No.' Capacity Category EF' Location > ,1AA1 HWT BEATER AO SMITH DEN-30 4.5KW .N/A N/A WA`H� C,S, x a I If available. 2 As tested according to Table C403.2.3(1)A thru C403.2.3(8). 3 If required. 4 COP,HSPF C b io �4'- applicable, 6 Flow control types:variable air volume(VAV),constant volume(CV),or variable speed(VS). 6 :co ".er ex NAL EXPN*-S ltuil 23,2017 January 15,2017 ' Mechanical Permit ' Page 1 of 2012 Washington Slate Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised dime 2013 Project Address CXT Recast Products,Inc. Date 1/11/2017 The following information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC. NOTE:Do no nl area In Erced or to rindn NECH-CHK s os. Applicabil6Y Location on Building Department ( ran no nn) Code Section Code Provision Information Required Plans Notes GENERAL PROVISIONS Equipment Sizing&Performance N/A C403.2.1 Load calculations Load calcuiations performed per A5HRAE Sid 103 or equivalent per Chiseler 3 YES C403.2.2 Equipment and system Output capacity of heating and cooling equipment and systems do not sizing exceed calculated loads,note exceptions taken DNS-40 YES C403.2.5 Minimum ventilation Ventilation(natural or mechanical)provided per IMC;indicate mechanical ventilation is able of ben reduced In minimum requiremant oar IMC DNS-40 C403.2.3& Provide equipment schedules or complete MECHSUM tables with type, C403.2.3.2& Equipment minimum capacity,efficiency,test standard(or other efficiency source)for alf YES C403.2.12.1 efficiency machanical equipment DNS-40 N/A C403.2.13 Electric motor efficiency Provide equipment schedule with hp,rpm,efficiency for all motors;note BxceDt. N/A C403.2.10 Fan power limitation Fan system motor hp or bhp does not exceed limits per Table C403s 10.1f1 N A C403.2.10.3 Fractional hp fan motors indicate tan motors ill to 1 hp are ECM type or meet minimum efficiency / &C403213 it N/A C403.2.3 Moo: d air coed chiller Indicate air-cooled chiller capacity does not exceed air-cooled chiller limit N/A C403.2.1 Nonstandard water-cooled Full-load and NPLV values for water-cooled centrifugal chiller adjusted for chillers anon-standard operational conditions N/A C403.2.12.1. �gal fan cooling Large capacity cooling towers with centrifugal fan(s)meet efficiency requirements for axial fan open cvrctd cook B tourers YES C403.2.3 her Forced air fumace and unit (Indicate intermittent ignition or IID,flue/draft damper&jacket loss rs C403.2.3.3 Packaged electric List equipment required to be heat N/A heatm cook equipment ui P q pumps on schedule N/A C403.2.3.4 Humidification �sindicate method of humidification(note requirements for systems with conomizerl HVAC System Controls&Criteria N/A C403.2.4.1 Thermostatic controls Indicate locations of thermostatic control zones on plans,including 'meters stems C403.2.4.1.1 Heist pump supplementary Indicate staged nearing(compresswnrsuppiemental)&outdoor lockout N/A heat rtemo N/A C403.2.4.2 Setpoint overlap(deadband)=5"F deadbend nfin6num for systems conhoffrrtg both heating& C403.2.4.3 Automatic setback and Indicate zone t-stat controls with required automatic setback&manual N/A shutdown override N/A C403.2.4.3.3 Automatic(optimum)start Indicate system controls that adjust equip start time to match load conditions C402A.5.2&I indicate location o1 05A,exhaust,relief and return air dampers;Include N/A C409 2 4 4 Dampers AMCA rated leakage and control t motorized orgravity-note N/A C403.2.11 Heating outside a building Indicate radiant heat system and occupancy controls N/A C403.2.4.5 Snow melt systems indicate shutoff controls based on outdoor conditions N/A C403.2.4.6 Cornbustion heating e u,rnenl Indicate modulating or staged control Group Ri hotellmotal N/A C403.2.4.7 systems 'Indicate method for guest room automatic setback&set-up of 5°F minimum N/A C403.2.4.8 I Group R2fK3 dwelling unit Indicate 5-2 programmable thermostats in primary spaces with minimum of systems 'two setback eriods;note ex lions taken C403.2.5.1 Demand controlled Indicate high-occupancys aces ands scams re N/A ventilation P Y quiring DCV N/A C403.2.5.2 Occupancy sensors Indicate spaces requiring occupancy,-based system control and method;or alternate means provided to automatically radura OSA when partially Enclosed loading Indicate enclosed loadingdock and enclosed parking C403.2.5.3 dock/parktng garage P g garage ventilation N/A ventilaton system activation and central method N/A C403.2.5.4.1 Kitchen exhaust hoods indicate Kitchen hoods requiring makeup air,indicate make-up air source and conditioning method indicate let)exhaust systems requiring heat recovery,method&efficiency, N/A C403.2.5.4.2 Laboratory exhaust systems er altemative method taken(VAV,semi-conditioned makeup,or CERM Lt A oatculationl `ye` C403.2.6.1 Energy recovery- Indicate ventilation systems requiring ER,method&efficiency;note w j�!�I�► N/A ventilatikw)systrons exceptions 'eY T9 Energy recovery- �"• O�Q N/A C403.2.6.2 condensates stems lrtdicate on-site steam heating systems requiring energy recovery y y Energy recovery- e— N/A C403.2.6.3 denser systems Indicate remote refrig.condensers requiring ER and use of captured energy RC13R� S/nMAL fit, EXI ME8 AI)01 23,201� January 15, 2017 , Mechanical Permit s Page 2 of 2012 Washington Slate Energy Code Compliance Fonda fa Commercial,Group R1,and>3 story R2 and R3 Reviled Juno 2013 Project Address CXT Precast Products.Inc. Date 1/11/2017 e following information is necessary to check a mechanical permit application for commercial provision Csnp iance wiih the 2012 WREC. NOTE:Dellns rinI area In Excel jxJor to prinUng MECH-CHK piiges. Applicability Location on Building Department es,no,na Colo Section Code Provision Information Required Plans Notes GENERAL PROVISIONS,CONTINUED HVAC System Controls&Criteria,Continued N/A C403.2.12 Vanabie flow control- Indicate fan$pump motors requiring VF control$method(VSD or equiv fansipurnirs controls C403.2.12.1 variable flow control- Indicate cool n tower fens N/A 000lina towers 9 requiring variable flow control and method N/A C403 2.12.2 Large volume fan systems 'Indicate fan systems requiring airflow reduction based on heating and tooling demand;or exceotion taken C403.2.12.2 Single zone AC systems Indicate method of cooling demand-based fan control for sys.>110,000 N/A bluh N/A C403.2:4 10 IDDC system capabilities Identity ell DOG system Input/output control points and indicate capability to a and demiLrid resocin Ducting Systems C403.2.7.1$ Indicate all ductwork constructed and sealed per IMC,C402 leakage N/A C403.27.3 Duct construction requirements and IBC vapor retarder requirements N/A ,403.2.7.3.1 Duct pressure classifications Identify location of low,medium and high pressure ductwork on plans N/A C403.2,7.3.3 iIligh pressure dud leakage Indicate high pressure duct leakage testing requirements on plans;provide lest lost resuhs to ruisdichai when completed N/A C403.2.7.1 l:Duct insulation Indicate R-value of Insulation on ductwork Piping Systems N/A C403.2.8 Piping insulation Ilndicate R-value of insulation on piping N/A C403.2.5.1 Piping insulation exposed to I Indicate method of protection from demageldegredaflon weather SIMPLE SYSTEMS Quali ying Systems N/A C403.3 uuaidying single zone 'Verity unitary or packaged equipment does not exceed capacity limits,does systems not have active humidifeation or simultaneous heatina/coollrla �D3 3 Quaw mg 2-prps heating Verify2 i heating-only onl system does not exceed capacity limits N/A Systems g y y P y N/A C403.3.2 Hydronic system controls Refer to Complex Systems Section C403.4.3 Simple System Economizers NIA C403 3.1 Air economizer required Indicate cooling systems requiring economizer controls;note in equip sched. N/A C403.3.1.1.1 Air economizer capacity Indicate modulating OSA control capability up to 100%OSA,or exception C403.3.1.1.3 Air troll economizer high Gnat Indicate hi limit shutoff control method N/A controls 9h per Table C403.3.1.1.3(2) N/A C403A.1.2 Integrated air economizer indicate capabiity for partial air economizer operation for systems with atPDn av>e5.DODbtuh Indicate eligible exception(s)taken and provisions to comply with N/A C403.3.1 Air economizer exceptions I COMPLEX SYSTEMS Complex System Economizers NIA C403.4.1 Air economizer required Indicate cooling systems requiring economizer controls;note in equip Schad. C403.4.1.4 (Economizer healing system Verify control method of HVAC systems with economizers does not N/A fnpact increase building heating energy usage during normal operation N/A C4M.4.1.3 Integrated economizer indicate capability for partial economizer operation for air or water econo operation systems N/A Moved Water economizer capacity OSA Indicato water steno capable of 1009A cooling capacity at 50'F db/45°F wb �t i 1 /► C403.4.1.2 Water economizer Indicate precooling colls and heal exchangers do not exceed pressure drop17 N/A 4 maximum pressure drop 'limit 1 g Op�� N/A C403.3.1 Air economizer exceptions indicate efigibie exception(s)taken and provisions to comply with H �A QFa��b�o�Q�v crsret� NAL�r1G \pril 23,2017 January 15, 2017 Mechanical Permit Plans Checklist - Page 3 of 2012 Washington State Energy Code Compliance Forms for commerdal,Group R t,and>3 story R2 and R3 R.0-d Jun.2013 Project Address CXT Precast Products,Inc. Date 1/11/2017 i he idiowing information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC NOTE:Define print area In Farcd prior to Printing UECH-CHX pagen. Applicability Code Section Code Provision Information Re uired Location on Building Department ¢s,no,nal q Nam Notes COMPLEX SYSTEMS.CONTINUED Specific System Requirements N (9U3...2 ar Variable lbw control-fans Ilndlcate fans requiring variable flow control and method /A C403.2.12 N/A C403.4.2.1 VAV fen static pressure Indicate sensor locations on plans;include at least one sensor per mayor sensors ,duct branch N/A C403.4 2.2 VAV feritn static pressure Indicate fan system static pressure setpoint based on zone requiring most pressure VAV systems serving multi- Indicate supply air systems serving multiple zones that are required to be C403.4.5 I VAV,method ofprimary air control,and zones served;note exceptions N/A Izones oaken indicate controls that automatically reset supply air temp in response to N/A C403.4.5.4 VAV system supply air resat loads N/A C403 4 Large capacity cooling indicate method of multi-stage or variable control for budding cooling systems system capacity>300 tons N/A C403.4.7 Hot gas bypass Imitation Indicate coding equipment unloading or capacity modulation method N/A C403.4.3 Large capacity boiler Indicate multistage or modulating bumer for single boilers>500,000 btuh systems N/A C403.4.3 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers C403.4.3.5 Chiller/bailer plant pump Indicate capability to automatically reduce overall plant flow and shutoff N/A isolation Raw through chillers&bothm when not art use C403.4.2& Variable flow control- Indicate N/A C403.4.3,6 pumps Pumps requiring variable flow control&method N/A AA cooling lowers Venable flaw control- &C403.4.4 Indicate cooling tower fans requiring variable flow control and method &C40 C403.4.3.4 Hydronic system part load automatically N/A controls reset supply water temp AND reduce flow by t 50%for N/A C403.4.3.2 Two-pipe changeover Indicate deadband,heating/cooling mode scheduling and changeover systems temperature fence Water loop heat pump- Indicate capability of central equipment to provide min.20°F water supply N/A C403.4.3.3.1 deadband temp deadband between heat reiedion and heel addition modes C403.4.3.3 Water loop heat pump- Provide neat exchanger that separates cooling tower and heat pump loop in N/A heat re scllon Climate Zone 5 N/A C403,4.3.3.3 tr4later loop most pump- IndAcate 2-way isolation valve on each heat pump and variable Now control isolation for systems with total oum nowsr>10 h N/A C403.4.6 Ceennser ry water heat Indicate system provided to pre-heat service water and efficiency recov N/A C403.5 Cooler/freezer-anti-sweet Indicate w/sf&control method for walk-in coolerlfreezer door anti-sweat heaters heaters N/A C403.516 Cooler/freezer•evaporator(Indicate motor type for evaporator and condenser fans<1 hp SERVICE WATER HEATING Service Water Systems C404,2 Vvalarvneating equip min. Provide equipment schedule or complete MECH.SUM table with type, YES ' .af_Jr _ testsfandard Ior*0—affii* sdwc» DNS48 YES C404.3 Temperature controls Indicate temperature controls have required setpoint capability DNS48 YES C404.4 Heat traps Indicate piping connected to equipment have heat traps on supply& DNS48 discharge N/A C404.5 Insulation underwater Indicate R-10 insulation under tank heater C404.6 Service water piping Indicate R-value of insulation on in note exceptions taken YES insulation piping; w' DNS48 C404.718 Circulation systems and Indicate shutoff capability based on occupancy and periods of limited N/A heat trace shutoff demand N/A C404.9 =R-2 service hot water Indicate method of usage metering for dwell.units served by central HW Pool R In-Ground Permanently Installed Spas Pod heating equip min. Provide equipment schedule or complete ME CH-SUM table with type, N/A C404.10.1 l 4 COP capacity,efficiency,teat standard(or other off source);heal pump heaters �P w C1 N/A C404.10.1/ Pod heater on/off controls lodlcalo automatic onfolf control based on scheduling&accessible allolf , Q� switch on heater that operates independent of thermostat setting,or 0 N/A C404.10.3 (Pod covers Indicate vapor retardant cover and insulation rating as required x e.rr r..a N/A C404,10.3 Pod assembly insulation Indicate rating of insulation on sides and bosom or pods healed to>so°F N/A C404.10.4 Heat recovery Indicate method,exhaust air temperature reducUal and recovered energy d RQQ NAL a�G EXPIRES April 23.20U January 15, 2017 CX T Inc. (Precast Division calculations De[tal[S Tctiorrsl DNS-01 i Structural Analysis 400 psf Live Floor Load 230 psf Ground Snow Load Wind Speed—150 mph Exp.C Seismic Design Category:D ism 2015 International Building Code ASCE 7-10/ACI 3111-14 UI.752 Bullet Resistance Classification:Level W Report#:2012-647 THIS REPORTCONTAINS 74 PAGES,BNUMING THIS COVER AND THE TABI.N OF COV TENTS ANY.ADDmONSTO, ALTERATIONS OF,OR L'NAU-MOR¢ED HSE OF EXCERFTS FROM THIS REPORT ARE EXWEMLT FORBIDDEN ,mil Y h � True r qv TONAL April 23.2017 January 15, 2017 . �� ., . � . .� � `� � it �. 1" ,� � . � =-� �. 1 I � ,� ► i �� - � 1 �`� _.til. Table of Contents Dcscrlp ion P�efsl 2015 international Building fide ASCE 74D I1.URS a•aca C&C 1Virr1 Lords 1 ASCE 7-10 Snow Loads 2 ASCE 7-10 Seismic Loads 3-5 Roof Panel Analysis 6-11 Wall Panel Analysis 12-69 Floor Analysis 70-71 Building Analysis 72 A{t cp ndtx:(Provided Upon Request)ULc:732,RVIklJ&PJataacc Tcstine All attached documents are for reference only and designed or approved by others. THIS REPORT CON-J AINS 74 PAGES,INCLIRILNG THE WVER AND THIS TABLE OF CONTEIMS ANY AMMONS TO, ALTERATIONS OP,OR UIY.1lnHORIZED USE OF E%CERPIS FROM TIRS REPORT ARE ECPRF-SLY FORBIDDEN. Ift r+r � s�OKAL B�G� EK tpril 23,2017 January 15, 2017 I �,� O Denali Sectional CXT, Inc. 60 Precast Div. DNS-011 (WA Pace: t or� Date:01/13/201717 Main Wind Force Resisting System Loads(ASCE 7-10) Ilenall Sectional DNS-011 Cat< n Il Sec T-bk I-S-I i Cut -Quildnims and t d.,S(-an" E turc C Sou 4 26 7.3:Emmura Cale Oen:rw Vcbcity I."no Sre Figm 26.3A tMr 26..<C 11 e.Wlnl, d t3 wood Gusts {j h wad 7.75 n Wundward wall hi t - h Inc 7.73 It Ixowwd wall Ividu W NuU.It 17174 Wimidt afihe building h Lbultd,n 38n lull ofuse twiidin It building 13.08 n 1-164111,of do building to Ile rid , EnLer 0 if unkrman Roof Rtsc 7JR73 Roof itch rfool 8 30.92 Roarm Ic IKd ORS Wind drecuonaliry fator.0 85 when asina load cornhinadom.I n Whemise K, o.no 3 a 2 3 UC, n-W M 1;s 000 Bea Figm<2fi&I Ivhulinlins far f>blmrmm TorKmeoleral Faclar Krt t t KA I lr a c factor t I h 0.414 It Moan roof hi t 3 n 720 Natur4l nc uaw' ) Fkabll Ri It Budding Iicubbn' 9.5 Terrain factor } tlj li 9004 rrmabs furor 1 Velocrw Wesslue E surc Calf�ckn �" �u i tt 1UK U.R47 el NlndwalJ CO\ro i , � .-�. � __Y Veiucity Prcrsarc 273.2) 41,56 sf Goble IT,pc of Roaf-Gable w Hi Partially Enclosed ifthe building mecu bootofthe followingeo rim: I Total area of Igmrdngs in arm wall exceeds area of openings in Ilc baler ec of due building by more tba 10%, 2 Total area of opemnge in one well exceeds 4 s%It or 1%of=a of Ihal tw11 and do total area of openings in dw balance of Om building does not exceed 20% of the area In the balance of the!wilding. %.arcOoccurts Arco Gross Area A0 Ant Cueditios! Cordltion 2 Co nchim 3 Continue 4 T Wmdtard atdp,ill o a (1 1 274.4 sa n 1 1304.5 4Q n 0. It 0,00 (100 1 0.011 1 0.00 Enclosed Nrtdwnrd<rdwnll os n I7AR n 1420-14 n 0s n OW o,00 0.W p.00 Encloed Leeward elJowall Ua r14.4 n 13oL3s n Us n U.UII 0.W 0W p.W Ficloscd Ictword rnleall pall R 178.8 xq❑ 1420.1s It U n aW O.W p.W O.W Fxlascd Roof o s n 1 652.5 aq n 944$.a It 05 n .11 U.qp 0.W O.W F]v:lotcd Enduaed Gout Factor-(269) G= 0.85 External Pressure COeMdents C„ 08 ISee 27.4,4 Rool'Overhattla tnlemal Pressures: 08 Nrirtdward wall se with .Fg 274-I Ne utro' •7.4R C �rr y,n 4olard call(wrnd normal to rid ci Me wOh r) 1J75- 2 .45 Positic¢ 7,4R P Par -0 289 Deward-11 wind llel to rid Use wtd h) IlB- 2.2 it -0 7 Sidewags fUx wit h F 27.4-1 Pas Witduard IV Wiudvard tsetwdrd floorPressure Coclliurcnu(Fig 27,44)Nomool to 0 214 -0 217 -0 6W flour Prcaeures Wlnd PerpendfeWar to R)Jge w/ Rrd whn Theu_I nde m 8>-10 sle ai Ne <e lmenui 15,OG n 0 to W 2 IV2 to It h Io 2h >2h w/Pmuttro lftt al I -28 68 I RoorPmssure CmIficicnls(Fig 274-1)Normel to -098 -08G -0.54 -039 'WORST CASE LOADING Rid nhn Theta<IO de Roof Pressure Cow cZ(Fig 274-1) -090 .0.90 -0,50 -0,30 PARAllEL to dim Wall Pmsures: vs/Ne ti\e wf Pmb\c Int-I Lsoof Prraeures:Wlrtd Parallel to Rnaf Pmoures:Wind 1Vmdmrd 35.74 f 2n.78 f si PoraU nut' r: P,,wndcuiar to ddec for 0-IU 14mud%,a mrnul .16 W par -23 14 sf Incafiue w/Positive lnt-I de L-m-d wind Ili -I6.W Ptr -17 70 sf 0 m h2 -39.2% Incmmn wf P.xk-lnserrul Suck Wall 47.25 Iur J2.21 s( IJZ I.h 1 -39.214 mr 0 to N2 0 On Ivir h to 2h 1 -25,14 p,f IV2 to IN 0r1U r4f Addithraal O\phan Pmram: 28.26 f 0rror2h 1 •18.08 f 1,to 2h O.UO f Otcr 2h 0,00 oaf Wind SMcd 15r)to h Roof Si 7.19:12 COMPONENTS can K00 r�e C Heim: 10.41 n &CLADDING Efraanro Arco n: laos n IW.0/ It 300 0.q It 1 42 36 par 36M wf -34.05 tur 32.45 Par -34.05 f 32 45 par 2 -30.67 oaf 36,61 par -42-36 pe 3243 Par 42.36 par 1 32 45 Higher pmssures al the ridge line only applies Io roof pitchs>7 2oh Ali upor -74.81 par -74.81 tuf IdePJees 3 ---0,67 f 36,61 f 42.36 r 3M5 sf 423fi f 32.45 r Soh 12 f -7481 f -74.%i f 4 -W.52 411.7G -38.21 f 33.711 sf -14.U5 rf 2827 f 3 -5899 4U 76 sf -46.52 33.70 sf .34,05 r 2%111 sf a 3.041 R Denali Sectional CXT Inc. (Precast Diva) DNS-011 (WA) Page:2 of 60 � Date:01 f 13/2017 ASCE 7-10 SNOW LOAD CAL(.'1'FAIIOi\' Category fl See ASCE Table 1.5-1:Risk Categoa of Buildings and Other Structures, Exposure C See§26-7 3:Exposure Categories,General. Pg 230 psf See ASCE Figure 7-1:Ground Snow Load W budding 17A 7 R Length of the building L.buildin _ 38 ft _ Width of the building H.building 13 08 ft He•bt of the building(to die ridge). Enter 0 if unknown. Roof Rise( etfoot) 1 71875 Roof pitch 91 30 92 de L Roof An 4e ASCE'Cable 7-3-Thermal Condition: C All stntchires ace t as indicated below_ 1.0 Structures eptiust above freezing and others with cot .venniate routs in which tbe,herinal resistance(R-value) between the ventilated space and the heated space exceeds 25°h (de *s fl/BTU) I I Unheated and open air structures 1.2 Structures intentionally ke t below freezin• 1.3 Continuously heated greenhouses with a root having a thermal resistance value(R-value)less than 2 01h (deg•sq ft/BTU) 0.85 C 1 2 (Choose from table above) Is I ASCE Table 1.5-2 Surface Unobstructed ASCE§7-4 Roof type Gable Hot Eave to Ridge Distance -windward 8 585 ft Roof Exposure Partially exposed ASCE Table 7-2 C 1 ASCE Table 7-2 Cs 0,71054815 Slope Factor from Figure 7-2 Low Sloped?: No ASCE '74 Y 193,20 psi Flat Roof Snow Load P 137 28 psf Sloped Roof Snow Load Use unbalanced? No ASCE '7 6 1 P'e' 193.20 psf ASCE§7.6 1 pk—sid 1 193 20 psf ASCE§7.6 1 pi'., 1 193 20 psf ASCE§7 6 1 (Distance from Ridge to Edge of P. , , loadin• 0 0 ft ASCE Figure 7-5 30-00 pcf Snow density E 7.7-1 of ASCE 7 S 1 669565217 Run per rise of l ASCE 7 1 h 7.67 ft Hui it of dn(►mg snow on leeward side h 4.58 ft Height of balanced snow Snow road on Gable Structure 30 25 t 20 j •, STRUCTURE y15 Balanced Snow ' t`° \ �— A •.•, Unblanced Snow . 10 — -- rn � \ 5 0 0 5 10 15 20 25 30 35 40 Structure Cross Section Denali Sectional CXT, Inc. of 60 Precast Div. DNS-011 (WA Page:3`"' � Date:01/13/2017017 Seismic Loads(ASCE 7-10) Denali Sectional DNS-01 I Categor, 11 See ASCETablo 1.5-I:Risk Category of Buildings and Olher Structures Ss 1.392 Mac C"quake Ground hfouon of 0 dsce Spectral R nae Aceeleradon ASCE Figun,21-1 S 0.75s Mac Earthquake Ground Niotion of 1.0 sue Spectral Response Aaelaaion 'C E F)gurr 22.2 Site Clan D Site dmifteation lfac D if unknown unks,jurisdiction,or kcl+nied data dcuYmines Site Clans E or f.l SC p 10 f T, 10Ixe Uwg Period Transnum Period AWWI-)gore 22-!: S.2'c Force !Resisba Svslem A.5 fnlsmmedula aril shcarwaIs R 4.00 It= tt hbdificaion Factor 'C•E Table 12.2-1 a, 25 Ssstem Ovo sucngth Factor C, 0.02 A ocnnale iod vamctcr ASCE Table l2&2 x U'73 Appr=natc pcnod parameter JASCE Tabk 12.8.2 hn i 0.62 fl Helnhl in JeM from base to hi ,eal level of sbucmro Value 1• Vaue 2• F. I Inge latcd Value CE Table 11 4-1 1 I •^lkcd for inlcrpolalion F. 15 h .load Value CE Table 11.4-2 1.5 15 Sms-Fa•S, 13116 g jAdjumed MCE Spectral Rcsponrc Accelcmuon at shoe pcnods ASCF.11 4-1 5.,.-F,•S, 1 1228 jAdiwited MCIE Sjeccural Re3ponse Aculera,on at 1 w ,od ASCA*11 4-2 (NCE-Mnimum wnr.dered cmthquako S.�=213 S.4 1 0!F24 g IDWlin Spectral Acule,auen Pvxnekrs 1CF 11.4.3 Soi-2I3 San, 1 0.748 g IDtapi SpWral Aueleraion Paranetrrs SCE 11.4-4 I,.. I 1 limpostance Factor JWW-1'.bk 1.5.2 Sebu,k De- , r D Based an So: D r.d,n[I Based as S,,, 1) r.kl,It w2 Geotechnicd lovest'ation Re part Re uired? Yet per ASCE I t-81 and 11.11J.IBC 1803 LATERALFD I F T.-C,'he 0.12 scc Approxiaatc Cundameplal period T 0.12 scc Fundma-W pcaod of,he structure(can be Iakcn as Ta per ASCE 1282) Rk 0.23I ASCF.'12.8-2 0.094 ASY'h.'12 8-5 d':12.8.6 1.589 ASCL 12.8-3 A/2.8-4 R231 I.000 ASCE l2-8.3 233A6l k134.90 kip ASCE12.8-1 S'hear„Ads.mow load 14I4.1k-R (h�ern,ming Moment,doh snowload l lvi ki Shear without snow load 1228.5k-11 Overturning Moment without snow load WrM SNOW LOAD 12.8-11 J2.8-11 11,7 12.10-! P,(Bat roof V,(Story F Level Story Height h,or h, MOW load) W; W+h; G F, )sheer re rmp.,v� Roof 10A R 10.62 R 193.2 F 137.70 k 1Ns2. k-R 0.911,7 133.08 ki 133-09 ki 0.0 k-R 50 89 k' Waus 0.004 0.00 R Floor 0.210 0.21R 95.90 2D.0 k-R O.U13 L82 kip 134,Wkip138G.0 k• 35.44 ki f3a,c O R 0mo R W- 233.60 k 1482.7 k•R K- 1414,I k-D WrMOUTSNOWLOAD 12.8-12 12.8-11:I1.7 12.10-1 F,(Daroof V,(Story lcvel Story Hoi t h.or h, arose load) W, W!h; C^ F, Shear) Roof 10.41 11 10.62It 0 1OL79 kip 1I45.0 k-R 0.993 115.61 kip I13.61 ki 0.O k•R 39.94 ki will, 0 00 n a 00 R Floor 0.21 ft 0.21 R 93.90 kip 20.I1k-R 0.017 2.02 kip 117.63ki 1204.01c-R kip Base 0 R 0.00 0 W- 203"69 k 1165.0 k•0 Mo-12211.5" Denali Sectional Page:4 of 0 CXT, Inc. (Precast Diva) DNS-011 (WA) Date: 01/13/20177 Center of Klass & Rigidity Denali Sectional DNS-011 x W-4,0 u„rvr,1O�t 4T1 zJS 10 wa xR41.W. YMlawv oleo Obtfe Oefh Qh144 _�. a I_ li�l�{y_ 1 Ya 1141% Q00% 1" 242 t2Q340 fl075 Yn COOs 1388R 43I 4" 1?Slfk W519 Kr 0.00% 1313% 431 4" I7fi,061 110.411 0m% 044% 1731 IN 175LO40 IQOIY InfB 0M% 1:J31 Ia 17aoa 2R77B1 9 VA 1 f 415t0 1 1.4 is? 91.0.40 i 4%1 1 140 21N—%100 15019 %I 1.540 M jims gj ILWI t I 7 12.4m MAID VAO inn 234 11,Am aim 1 17 6 316 00 1 4g0 IOb_ 0 YQ2a l 157 �4t 9. tu�Ea _%ght ROW B000m� F—;— _ c-Ow a0, un _41w l a 1 1 1. B 117. !�L I 1 1 1 IG54S a b n II 1 . 1 iaee �Nr1 K1 .I/Y 1 " ?06 > 1" 4+ 17.5C 1 - _ 4 I 0 • 1i7 4 3 _ 1 11750 14 t5 1 417 f7 4 111B40 am i 10200 i 71. I1 8 7 1 7 I l 1 t. . 72g.fL 41 0 Ity 0 T 11 7 If^1 lq�m-'TEW!mft210t Vdgl xgl vgt •V vdo use wb eww 1 ��l r� IO7.lgp nv 06� 11 V. Y t7.t cenmr R, 7 a 17 VM ovmurdnp Che1b Vwlg VAN*4 of ndl4eent Yale F nod W C arc—Uot YAP MrInx.h.R.Q..d I—no Lower Rtgm d owerd upper Batt to Resist 0-0—Ing Pndwr Ft-ahtnce Anchor Reeielenw Owrlgming amtlq From Deugn Moment Moment M.m.m Doinggtnconnecdsn ff � bedjacenlwnlh 7 Ym 30.75 2WE 06 3L41 121 03 3t 42 4 I. 1 14 4 IAM 0 1 YAI 4. W1237 4 32.22 77066 14 a051• • 32M 205.14 I 7 to, 55 f 4W 4 7 � III 1YM 7 -— t7venummg ea t——aidw only It,weight of due wag the weight of dta root supported by th mit end cnn—On to adj..ntvnga Roof vrohghl supported by stllarwags hea not been considered Cannecdantoadjawnt l isdkenasgwwn,,r mcppacty not to s=ad that parbsn,f the adjacent wall weigh[Ihsl can be reawnably adrlbuhad m she connachon Denali Sectional CXT, Inc. Page:5 of 60 (Precast Div.) DNS-011 (WA) Date:01/13/2017 Oeeign Tows d L,—n Rigm T,—m UPIP"Lon combined Moment M A..h rR.OM— Arh,r RW nm 1--ding R.qd. T— (ki") —W M—M U.4 C�pdty P., to-A) (kinmill Qh— Base Anchor t1bj Vill 5.K— q" 41;1-1: oon.i --_m;— sx- M 40.90 61,01; 14 m 3142 _ 37,14 A 14 IN. 37 l4 53 44,33 0 TO "9— loho 540 -Ift 1-4 113511 12A 5CM " - 54 11 33,07 3719 174 W12 3307 37AX 1 17 nn A&M ! 111 W14 33" ALSS I I VAS toAd 34.90 t 5.go Will 31197 i:;11 ae 3110 11141, Iz 14 mu 1 too 54,RQ VIa11 O"Mming Chimeft Lung 8—X-antni end GUw w AdJ.Wl Waft MtmA in niliii,i! ONLY If"have—h.,Wkneandedtcenl wage alone ere Inaulfldan[ Ba,oAn,h,r Bar Anchor Ma.ble,Overturning 0,--n, Shaer Tendon (Idp4t) UnRy Check of R.quW.d A-illitil. F—B..Anfnim a—And— INA 0A C�w4tyl. 1%C",,Am- I--Ri Pit m 41.0% 76,414 239.65 mes W2 IM ft V6 2X90 22910 WS "am t�----26-9L ?Ut vw "24 as," meg YA 16,414 t00,0'A 77.33 vmw I m 77 3M3 77M MUT Val 35,01% !M m 21VA Mo% 611,46 0 big 91.45 9143 Vol less =111% VA2 ISS'A '000% Illim - %N12 4416 84-51* 24&Z7 Wt. 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DNS-011 (WA) Page:31 of`'' � Date:01/1312017 17—*—Enttm 4Mtl �Ooor I l_ REINFORCEMENT AT OPENINGS 1'Y II..4.+r<.I/wl nnm n..fl u 2q l Jb+.ilwm. hMuv.•r I M w Ww 4rale,4 ryalx vilr nWW� r11Mta Waw A a�.1.•A"111 'f elmnr.r\I.w.nl IJpenmtl 14y11.nIdI•�1Yw Y[naall.oe.n I4nwll�l.yKwy II4Wn�n..•. 1.1 W.,tLs I'x r.no.I rodud xu Wwl \W .pcnwq tllwnolq lLR51 pawl luW lutaucd l.wd Ixv"I']:IZ tMnl 1°Mn I nu l46 awn N111A un1 L4 n2a at nib n nnrr, rf)Knw. �h A rcq'd Ifm xuo qry�cq'd �Q+R [;hccE --�fAwl u9 nnfli a-2 Hu) 11 fl� {; CONNECTIONS FI/I R.ww V�L. M 7 0 'EQ. 1 1995 18 ra.gp 51-90 5 f ++. ti a-w as •n ti n7n� •n ill . -- Wow UdnC•fl 2WN Itw An.4u 1 n.l•n 1.1 w Ind 1. •n a850L,.ft Cepaaty unienrlg _ o/Pnphole d...h Lq Lyed lrom au wall u. �1VWts Pict L-Dist �0�� (I�he.l Folae a.u, 1"T 7x I WS3A46 1 35.1111 811 NG Shear L..MK6t.q.l Onb hen Capedly R.quired Shear Capadry(Ib(par O.dgn Gpeury I R.e.rve Oa1.Qn CKFI R. a Ree.rve Forte/lbl I Dnl ! 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Nst rd}I1 �ff IUIr tlWY illd eY/Y1 R21 / •12e R•aW♦ OlMning ply /w rryd Ilor.vc qry r�J 0}In Eocck 114 Ols/7 e I N. CONNECTIONS FIYI R• nY VeNro 1 r YI .. R- r nu • t IOp PS S1.90 1 51 I S 1 Its IpYdin Y !i 11 O1 •11 m. lu zJd• •Y 7 I r0 n J 5 )0.S t 1't1 x105 I ILa.Y 7W.Y II.S► le Y}t 11 •p Ownpry °pa oWnennp ueaY ":.V Adjrtiomg Oisi Apow•Wo 1 olMdron ele•ch Load ham u;dlw 1Id Gncheel L-Ole[ Felee WSJ I'w i.unw 10.50f I0.00X WIU 1 t i t 0 7! 1 109 I t� 1.6d9 YJrO eringl♦a_ Sheer�O1Y�•c5ana J10lleY VJOY SM1O•I GPJatY DeWpn I CepOuty Reserve D♦.r A.R. ired Shear Ceperaty P6l per Re+ervo Bose Connector F }1_—aft r'4W 'Q,F IPLF check CeOK i519 _[ i59]e— eim] V9} gL7� OK It]7 J+30i OK RIGIDITY 1.— to VA.UVA 3711 26959%573 -- LW, Wrtlef S101_ $-- 1 IN EMp Ilia YBA3Q120 A rI W • azi TYto %102 3 Y Y Y I 'All 1 Q R D-,I A Ole AB ♦ xOxl �� ♦e FYeII ♦ uiiJenTa�'1 Denali Regional CXT Inc. (P cast Div.) 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(Precast Div,) DNS-011 (WA) Cate:01/13/2017 Jenali Sectional DNS-0I I - Geometric propertitnt Loading Ba lwiddl of roof anell 1960 'Wv0veighLofvau10"` nlb Ls jungth of roof ate! yJ SU al {{'tr lnwf mod ne' .0 - 5!9UU IU Ar Area of Roof 77.1,117 fill Ww(total wa11s panel weight) 1117MU lb It(height of building) 13 Ud A Fw Moor panel woi t) 40M lb Lb tictilith of buddo lit R We festinated ivei ht o1buildinift 203695 Ib 'Wh(width of huddin 17 H 11 Wev(estimated weight of bwldi w/vault) 2036951b Ali(Aiea of buddnn) 652 46 Il^2 PSFr(roof srlmv load) 193.2 13,f Nv 1 uuanv or,auit9 0 PSFf(Floor L ive Load) 400 usf Ail Area of V-11 Li ) d UU 11^2 Pruar Mani on,olloslohltl Aelslae) 150U f A v(Are.of Vault) 11.10 ill 2 Fu mw GV)WF'RSU Int1F'orce) 3a4a psf V7t Vault height) 0R VMat(MWFRSlatcmlwind ressure) 5f 74 psf 'Cab(Closed Area of bui)din) 629 52 a12 w 15 cOGc Net ht ut'walcf) 62 4 per Rite(depth of floodwater) I a •sWmghl of 1 m1t IS not ci itudeted is!dldina muslarlce u(shdu)'ftcW[) 10,40 F F'S(factor of harms r urred) 1 AU CHECK SLIDING RESISTANCE .7^Varismb fromsmamtcanoh us with snow) 377723Ib Sheer ,7^Vsetsmic Main serum umdrsia widmul snow) 3293591b Vwind=W1.131•rime alb. 25719 2 lb Load adluslntern per 16C HAS 3lrwld 000bmdlmw Sudific st aicr with Snot. Pthdo^ur-6•We-75•PSFr`nr) Pslida- 93749416 FLigqd Facer of Safety Ftnd'•Pslodc:Vsvod F'Smnd= . FSsSlseismic-Pdlidc l Vtdstmc Fseismic 36 = 2 5 > 1.0 - - Slidln ReaWtaocewUb No Snax I 11slido-u46•We Pslodc- 451194.4 Ib Fs d Fac[m ofSotlety FSwmd.PslidelVwind Fswind= f9 _ LU r -1 - FSscltnric•Pafide/Vselsmic Fseismic• 15 CHECK OVERTURNING RESISTANCE 7 Seismic(ftom sl9amle mtah sit with Sam) 395.93to ki A Shear 7"Oasmtinle from staumc minivvil wsthoulmeell 343979 k1 n _ Olwltrd-(WUaI'Lb•H`2,J i(Ftulmw•Lb•Wlr 2/2) 1 303 757 Wn.1f •Load adfusunenl pet 10C 1605 3 load combnanons Overhutaing Resistance with Snow OUsnaw=(6-We+75-PSFr•Ar)r(Wh/2) OUsnoiv 1065453kao-a Fs d Factor of Safety FSwrnd�Moo.%/Olwm f FSwind= 278 > 1 0 s v' FSsci floc=Onmu%,yicosmic I Fseisrroic= 2C9 111 = overturning Resisfflrtrs with No Snow Otr=60We"WW Olr Iwo 181 kin-a Fitc Factor of Safety FSai[al-OU/Vwind Fswind= 273 >_ 1 1-0 - FSslastmC-Oil IVarmur I Fseismm= 305 > Llh - CHECK BEARING PRESSURE CONDITION Net Presau_re __- _ Prid-tWol+PSFr•Ar+PSFI`Af)i Ar M139 mf Allowable Pmac � Poet ISlgl par = 44139 ( WWI By observation,ordic balding rs plowed on a prrsparly(aepared well drained granular millAn e,the design is 31d3ieiam for lateral mod vertical loads CHECK BUOYANCY FORCE CONDITION ntwyonl Force Fb'•yt%l Av*W,-ywr1Cob•lthi,Vh) Fb- 1 39m lit lb Farm of Sufel) FSb-We,Ft, FSb= S 19 I(No The weigh(of the building exceeds the buoyant force due to hydroslalic pressure acting on the horizontal surlhce of file vault,therefore,doe design is snfacicxu against buo)mc) Floor Design fnfomhation: 1)The referenced building is made offlood damage resistant 5000 psi reinforced concrete 2)The vault s)stem,if existing,is designed to minimize infiltration into scstem and can be considered water light to n height of 17" 3)Flood Venlitation is mailable it threshold level and hood lenlilation exceeding 1"pea sq fl of noon area is provided no more Ihtut i2"aF F ADJUSTMENT TRANSACTION RECORD City Of Arlington Date: 02/01/2017 Year: 2017 Trans: 1391 Acct: For: Haller Park Restroom Permit Amount: Account Fund Amount Remark 322 10 00 00 Building Permits 001 General Fund 1,889.24 1314 34143 00 02 CED-Technology Fei 503 Equip Rental Replac Fund 25.00 1314 345 83 00 00 Bldg Plan Review Fee 001 General Fund 1,228.01 1314 386 00 0100 State Building Code F 001 General Fund 4.50 1314 594 76 62 15 Haller Park Restroom! 311 Park Improvement Fund 3,146.75 Permit Fee#1314 ADJUSTMENT POSTED BY -- , DATE: APPROVED BY: , DATE: - CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:127 W Cox Permit#:1314 Parcel#:00461804500801 Valuation: 165000.00 OWNER APPLICANT CONTRACTOR Name:ARLINGTON CITY OF Name:City of Arlington Name:CXT Precast Products Address:238 N OLYMPIC AVE Address:238 N Olympic Ave Address:3808 N Sullivan Rd Bldg 7 City,State Zip:ARLINGTON,WA 98223-1358 City,State Zip:Arlington,WA 98223 City,State Zip:Spokane,WA 99216 Phone: Phone:360-403-3457 Phone:800-696-5766 x3228 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 1 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION 14AS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI10/IRCI 10. SA U S TAX NOTICE'Ales tax relating to construction and construction materials in the City of Arlington must be rted on your sales tax return form oded City f Arl n 3101. -MIA —7--'gnalure Print Name Date —Released By Date CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 2/8/2017 Building Permit Fee $1,889.24 2/8/2017 Building Plan Review Fee $1,228.01 2/8/2017 Processing/Technology Fee $25.00 2/8/2017 State Building Code Surcharge Fee $4.50 Total Due: S3,146.75 Total Payment: $0.00 Balance Due: $3,146.75 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon EXT 0 Inc. an L.B. Foster Company January 19, 2017 Marc Hayes City of Arlington 238 North Olympic Arlington, WA 98223 RE: Final Drawings Dear Marc, Enclosed are two (2) sets of the WA PE final drawings for your Denali building. These drawings are for your use in obtaining local city/county permits and for preparing your building pad; the utilities must be brought up 12" off the top of the pad for CXT to connect your building at the site. If you have any questions regarding these drawings, please contact Rob Walker in Engineering at 800-696-5766 x 3228 or email rwall:er a lbfoster.c:oin. Sincerely, CXT Incorporated PreCast Products Ali Cairns Senior Inside Sales Rep 800-696-5766 ext. 3238 509-928-8270 —fax acairns(@Ibfoster.com 3808 N Sullivan Rd..Bldq.k7 Spokane.WA 99216 Phone:509 921 8766-Fax:509.928.8270 Toll Free:800.663 5789 Email:infoOlMoster.com•www cxtinc com I� I I I I CX'F Inc. (Precast Division) Calculadons Deng&SECdoaal D'VS-01 i Structural Analysis Design Loads 400 psf Lice I+'loor Load 230 psf Ground Snow Load Wind Speed—150 mph Exp.C Seismic Design Category:D Dcaigo Standardx 2015 Intemational Building Code ASCE 7-10/ACI 318-14 LTI-752 Bullet Resistance Classification:Level 1V Report#k:2012-647 CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED DAW,,,,�-f l r�r ! _ NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR Received FEB 01 2017 71119 REPUk1'CONTARJ5WAGES,MflVDP1O 11115 CU\'ER AND mF.TABLE OF f.ONTEN'15 AM',1DD171UN5 TO, ALTER.MON5 OF,OR UNAUTHORIZED USE OPEXCERM FROM I][IS REPORTARE EXPRESSLY POREIDDIN WR'C 390'16 f8T8R �nNAL L'�G lojeptS Api-0 23.2017 January 15,2017 � 1. a •aw i I i o I '� r i Table of Contents Description PaLe(s1 2015 International Building Code ASCH 7-10 AfWFRS.a,xd C&C Wind Toads I ASCE 7-10 Snow Loads 2 ASCE 7-10 Seismic Loads 3-5 Roof Panel Analysis 6-11 Wall Panel Analysis 12-69 Floor Analysis 70-71 Building Analysis 72 App.cnd (Provided Upon Rcntyst)UI-752 Bullet Rcsi&11tOCCSCMj" All attached documents are for reference only and designed or approved by others. THIS REPORT CONFAM 74 PAGES,R CUMING THE COVER ANDTHISTARLE OF CONTENTSANYADDPnoNS TO, ALT ERAHONS OF,OR UNAUHIORI?ED USE OF EX(MRM FROM TI US REPORT ARE EXPRESSLY FORRIDDFN 'W AM Ri oQ WAS, C w ro x 9016 S�nMAL f-_X,PAES April l3,21117 January 15,2017 I 1 fi1�'uw 1�►•ti1fk+.r� A I f 1 r1 .I I�71 anr�.,1� rwl r I�c ��:111�1- Ifl,a1 VJI 1'nr/ll 'h,.hrnll't '�•Illf 1 to,SIN.: 1A I I•.1 .:lot I'PIO .I 111 To I'll- Jlw $41 r4s 11(1 r 4 Denali Sectional 60 CXT, Inc. (Precast Div. - ( Page: 1 of� DNS011 ••WA� Date:01/13/2017 Main Wind Force Resisting S s1cm Loads(ASCE 7-10) Ilentdl Strthrnal bNC011 ata a R Sec law,1.54I:Ri.k Cat, .4 Rwlo4 ud Uthcr 5tnrctutca E re C See'26 7 3:F. we Cele de,Generrl Yuio)car 150 mph See Figure 26.5A thin 26 3C.Basic Wind&wed 3 secend Crum fl h-Ustel 7 75 R Wttd%•ad%all Wilk Iricc 7 75 it Lcurmd w,A 1,vitiat W hmldrro 171711 'Al th of dtc bturdm 1i L.buildin 38111 I-johof the butWm 1l bulldin• I3.0X R 1ki 4 rddq lnrddm no th;nd 1 Eder ll ifatrbrrmn Rood Wic 7 1975 lRoof nimb eucr t A 30.92 do Rmf An Io Fd 0.n3 Iwind duccuorsah(v factor 085 When using load combinmions.l 0 othemise 11,4111 3 a 2 3 n K, II Iw I 1 1:• 000 ice Ftesae v8.1 RA4nPInr.Ga tA+4nr•iV Toy. • \..I 1-actor K+r ` "'- a I;n I Top.w.4ac facurr t h 1U414it Ntcmuuod heiglit 720 Natural f"qwlKy. flexibility PASW Rrodsa lklabd Is 9 S Tenain factor r 900 0 7cmm.Gclor tt r n t 341xm Prcc.dc E rx rue Clric-4 Rla n.wo9 �a Velocdr Prude 173.2 41.46 Fr_l lGable JType of Roof-Coble or Hip? Partially Hrclosed if the building meets both of it.11.11 sing wrtditions: I Total area ofopenings in one"all exceeds area of openings in do balance of the building by more than 10% 2 Total nren of openings iu ace null exceeds 4 sq Il or I%of area of that%all midam total area of openings in the balance of the building does net exceed Nil/ of the area in Ute balance of the building Z.. 0ocidam Area Q..Area Aga Ad Condition I Corallas12 Ceeditim 3 CatdWdo 4 T+ Wmdwsrd sod-,,11 11 r n ni 4 a N.5 R 131 4 n 0 a n 01XI 0.48 alm 0 On Etni sed Wad%tad crdxatl n a 179.111.R 1420.1 a R U s R 0.00 one I fl an 1 0 00 F Kloacd to nawd tide%all , I04 5 R II II.(No 0,on I OW aclosed Loexwd erdnll OW A Fmkucd Rao n sit R R 9445s R I A Nei R 1 nna MINI 1 O.W O,W Fmloed EaelUactl Gust Factor-(269) G- U.85 External Preuure Cnenieleals <' u N See 27.4 4 Road O+cdxr ilarmd pn-lara. ON W'ddnnnl Nall Um 1111h .fig 27,4.1 N e: 4,49 C •11 kWi Ito-4 all Mrnd moral tp Mot Use%Ith V LTf- OAS PosW.d 7.49 P .n.2R9 t.arsard poll and rat cl nJ Use xldt h tAt 2 2 -u 7 .rde%dk 113w xstlt 410 Fit 27-4.1 Pas Windward INe.Windward Icctcard Roof I'resrun CmIrrokd.(Frg 27,4•I)Nnnerl l0 0 214 -211 -0 6- Rapr Pressures Wind Perpendicular to Ridge W Ridge vd w Thais a-1- es 0>-ttl xlWanow kdaml IS1W a W W2 I W2 hh Isla 2h >2h %d 1b.uire idcnxl -2R 6NIm RoofPressure CucRicients(Fig 27.4-1)Normal to -098 -0 NG -0 54 -U 39 'WORST CASE IMDING Rid wixn Tltew<10 do Reof Pre-Caetli,mrl,(Fig 27.4-1) -0,90 •0.40 _0 50 -0'30 P.4RAl3.EL m Ridge Wall Prcuum: N/Nc Inc %/Pusw c bactltal Roof Pressures:Wsnd Parallel to Roof Prasuds:Wind w.rd".I J5,71 f 207N f rid •fur utl taut sL at Perpendicular to ridge ror N<10 t-ord t%ud roorml •14 W f •25 14 psr Location I W%sidle Internal drV teoxa,d%tm!i-allell 0to192 •39.2N psi Iocation alPo)sllkcbaetad- Sdc Wall .17.25 of 1 d2 21 yd /L(ah •3229 tf 0 to d2 W Ur h W2b -'1-5_la XF W2 to It 11,65 Par AJditMnd Orphan I-e-re: 2N.26 r Otcr 2A •IN.011 trif Is so 21n Aeoxf Me,2h 0.00 f Was!speed. 011 wraph R-f Slope 2 COMPONENTS an m1 F sane. c IkngM tN.41 n &CLADDING V.11ccinc Ana Zone 111.1 n Motto A i4aio&a II I 42.36 ptf J[61 i' U 05 pidr 12 45 list, -!ItOS W 32 45 psf 2 -50 67 psr U,61 turf 42 36 per 3y45 .l' 42.36 Par 32,45 pf Ihflm pressures at the ridge line odl applies to roof pitcttcs>7 201, .8312 par .74.a1 per •74.91 ppr - depece 3 -50.67psf 36.6I sf .42.36 Wr 3245 par -4236 ar 3241 f Soh •X3,12 .74.31 pir .74 81 par 4 445I lot 4074 .31121 per 33 70 sf -34 AS psr 2X 2Y sf 5 -58 99 par 40 76 psr .46 52 lkkr J3-7u of 31.05 Pr 2N 2'7 f a: 3.WR Denali Sectional Page:2 of 60 CXT, Inc. (Precast Div.) DNS-011 (WA) Date:01113/2017 ASCE 7-10 SNOW LOAD CALCULA7•ION Category 11 See ASCE,Table 1 5-1:Risk Category of Buildings and Other Structures. Exposure C See§26.7.3:Exposure Categories,General. pill 230 psf See ASCE Fi ure 7-1:Ground Snow Load Wbuildin g 17-17 ft Length of the building L,builcliny 38 ft Width of the building H.building 13 08 ft Height of the building(to the ridge). Enter 0 if unknown. Roof Rise( er foot) 7.1875 Roof pitch 9 30.92 de• Roof Angle ASCE Table 7-3-Thermal Condition: C, All structures exce,1 as indicated below: 1 0 Structures kept just above freezing an others wrt i co vend ate roots in which the thermal resistance( -tea ue) between the ventilated space and the heated space exceeds 25'h (de•"s $/BTU), 1 I Unheated and open air structures 11 Structures intentional) ke t below freezin 1 3 Continuously heatedgreenhouses with a rooflaving a t ienna resistance va ue( -v ue)less than 2.04h 1 cg'sq ft/BTU 0.85 C, 1 2 (Choose from table above) Is 1 ASCE Table 1 S-2 Surface Unobstructed ASCE§74 Roof type Gable Hor Eave to Ridge Distance -windward 8.585ft Roof Ex osure Partially exposed ASCM Table 7-2 C. 1 ASCE Table 7-2 Cs 0.71054815 Slope Factor from Figure 7-7 Low Sloped?: No ASCE§7-4 Pr f 93 20 psf Flat Roof Snow Load Pa 137.28 psf Sloped Roof Snow Load Use unbalanced? No ASCE '7.6.1 p%I.N.0 193,20 psf ASCE§7.6.1 P 193.20 psf ASCE§7.6.1 Pk—re] 193.20 psf ASCE§7.6.1 Distance from Ridge to Edge of P,, „„„❑loading 0.0 ft ASCE Figure 7-5 30.00 pcf Snow density E .7.7-1 of ASCE S 1 669565217 Run per rise of 1 I ASCF; '7 1 hj 7.67 ft I iciloit of driflin g snow on leeward side jib 4.58 Ft Iiei tl of balanced snow Snow Load on Gable Structure 30 25 t �� t 20 —STRUCTURE 15 /�� — Balanced Snow 7 /ice. e —--•UnblancedSnow 10 / •� 5 / 1 0 0 5 10 15 20 25 30 35 40 Structure Cross Section Denali Sectional 60 CXT, Inc. (Precast Div. - ( Page:3 of� DNS011 �'WA� Date:01/13/2017 Seismic Loads(ASCE 7-10 Denali Sectlanal DNS-01l Cute•on 11 Sea ASCE Table 1.5.1.-Risk Categm,of BuOdm vrd Other Suuauma Sr 1.39 Nun Fjothquakc Ground Nkroon of O2sec Slccual NeWmw Accclera0on MY A M utv 22.1 S, 0 73 Mkt Fud,uoke Ground Motion of I A sec S K%trol R se Accclaaum, AV W J40M 22.2 Sow Gam D Sileclossificalion(ClscDifunknownurlmurisdiclion_or.olechnicaldaladckanuicc SAc CLu Eur F.) 77,77 7' Ifcpsm' It,ngPc,tod rtanntionlbsod 45Y2'F?parrl:I., Sem-Forty Resismt Svvtan A:S Inur—diste jmal,hcx walls AW W%able/2.2-/ R 4.m Ra, ModiGcalion Factor (116 2.3 Svsmn,lha suetgd,F«ku C, 002 JAr4w000rnatc period paramcia ASCE Table 12 8.1 x 1 075 1 Appromnate pcnod parmictcr ASCE Table 12 R.2 hn I IQ It IkoLtbla,red frtwn t4"c to IrWint Intl oft um" VAN V Vahm 2• F, I Interpolated Value JASCETable 11.4-1 I i •-Lhod for inlcrpolalion F, 15 it b,tallulated Value AYCE'%able 11 4-1 1 1 5 I S Sills-Fa•Ss 1 1 386& Ad uacd MN7:SpettrAl Res mw Accckrotao in shot riod% ASYW 11.4-1 -F,•S, I 1122g Adjsd MT:Sual esMnfe Acceraur at1 AXW 11.4-2 (MH'F.-Mkmraum a dacd canhquokc) 5, =273 Sm, 1 0 924 r uol.Acccicmnuo Pmrnctcrc XWW 11,4-3 S,=213 Sm 0 749 g 0m koi Accclaou(m Pmancars MTW 11.4-4 I,. I 1- jimpolunce Factor A\('A'laid,15•: Sairmk Ut' Cut•o U Based an S- I Based on Sr„ I D JT.M.10f2 Gemtchnkal Investfaatiou Report Required" Y"PEI•ASC'F;I I'll.,and I i.8 5 INf,1.811! VAUM L"'SAL FORCE PROCEDURE T=C,•1., 0 12 sec Approximate fundamental period 1V 112.8-7 T 0 12 sm Fundmmmal pa d of the structure Iran b,:Wl.cn as To per ASCE 12,112) C. S,-hRrt) a 231 "A.'12.8-2 C.— 0 094 MY7i 12.8-5 A 12.8-6 C.m„ 1 589 AWE 12.8-3&12.8-4 C 0.231 L 000 1.45Y W 12 8.3 W 2336Uk t V=C.•W 134 90 ki A5Y7•]12.8-1 Shear with snow load I'L 1414J k-R Overturning Mani mt widr snow load V=C•W 117.63lei Shear without snuwlnad M,- 122tl,5 k-n Overturning A4oment without snow load WLTIISNOW LOAD r 12,8-12 12.8-11;117 12. 00-1 F,(Ilalioof �V,(S�r)' Level Story Heigh, h,or h. snow load) W sv.!h.` Cy F, shear) Roof 1041n IO.d2R h>3.2 137.70k 14627k•11 11937 13331iki 133.08L, 011k-f, 5089ki walls 000R 011R 0 Floor 021 It 571. 21 R 1 1 95-%kip 20 0 k-R 1 0.013 1 82 kip 134.90 k 1386.0 k-R 35 44 kip Base 0 It 11 m it I w=j 233 60 kipj 1482 7 k-R M,° 1414 1 k-0 WITHOUT SNOW LOAD 128-12 128-11;11,7 12 00-1 P,(Datroof V,(Story F,0,,,tm U-1 Story Height h,or h, soon•load) w. W!h° C.. F. shear) K Roof 10.41 n 10 62 n 0 sf 107 79 kip 1145.0 k•R U,W 113,61 k t 115.61 ki 00 W1 39 84 ki Walls 0 00 it0.00 ItFloor (121 It 0.21it 95911 k' IDOk•0 0.0)7 2.U2lei 117.0kir 1204.0 k-R 33.44ki p 11 Base oil 1)00 O W= Nli fill Ly I M 11 It Mo^ 1228 5 k-R Denali Sectional Page:4 of 60 CXT, Inc. (Precast Div.) DNS-011 MA) Date:01/13/2017 Center of Mass & Rigidity Denali Sectional DNS-011 x v Upper Led-D0 1-0 474 231.16 WAN xRdm vR.I.M fheM N— aid wa Coda Did Lee 610". /)." 2aplk— 4441 UPt W2 1241% 0100% 11,110,14 242 1201140 0.tl76 W7 a *WIL 4.431 p0 1 t10 90312 yW (kW% U93% 4.411 460 170601 _ 1110.411111 W; 0011% 5.44% 1.731 IN M046 1001 �— vA Q00% S44% 1.731 IN 176,040 29,951 41 1.4101, Ibl NEW Meet vmA 100014 676% 10411 200 0/ 1 1412 221 1 1 Nfl Iton 1.M 1,496 167 masts ml Q. VAO 9,W% V611i _9-1 141 t 27g 000% 1433% 406/ 400 tP it Ladd 161 1+11E42- TAy[e10 Rllllw9q9 Sme_ —41!rM v � v w w fall sts Bid t0 1117.60 Ija ;Ale 1032 IM4 4§ 6210f 1 F AR 10 in 117 fill 237 IWO 1764 ow 6216 f i 7 I 6210 1 a 474 117M 111112 4125 91A 11164 1 .151 1 7 fA 101 41 4 tow am 6 14M 1 11 FMIM 1 400 1117"106 f 7 1I In 1 4 I 0 l.rrle ete7M m 117.1 T IF,1 ran WILL wgt wgt fo sn 1_ fw.newt_ wla unw 10 W w?Z SOS 21T)005. 1 7 0 700 MT 1 v 11711 G IS y '416 107.6 Wait N elta ang Chad.lleing Whight of Adjacent MR, L • eltlrneA t:orerefeon.tlee wen W4/4 AMReo6e Rebuked Toward Lover Right toward LlppateR Oy mrning.wtue r ReWIl7rMeamro Anchw Restate— Anoh.,14—ul u.fng jtlM cenn..W.n 71ari1 Oseir MtwwM Moment Moment le.ill—Iwelle V" 1 1is _ cheek Ice e SC96 )3 6006 M Nmi Mms UvrY Ally WMANIC 1`16 _ Woo 10 2111 H..1*-I 7ifYtlMMCNIm _ 31.42 IQ 1.42 t0 1 _20514 t4 "nn 2os r. i suss � s Mai 07 40.51_ bat Nand asaildel 31.01 _ 405: 40M less. Of 17.77 5./4 4 32,22 2011114 21WJ4 OK VAS In" _$R_. CAE MISStoy C.�R•^.— wo mmy 3107 711.1112_ _— Nnrl7QyinA vm .6 6,Vr. Irlrn A to; TQ_ j 77.37 Owrt using resistance wnaldem only the welOMol the well,the weight o1 the roof supported by the wall,and oonneatlon to adjacent we0u Reorwelght supported by atlxrwega hea not been canalderad Can—fi-to adjacent wells Is taken as the mnmd,n mpedly,not to eacaed that portion of the adjacent wall weight dmt un be reewn.bly Mblbuted to 01e oonnecdon, Denali Sectional Page:5 of 60 CXT, Inc. (Precast Div.) DNS-011 (WA) ! Date:01/13/2017 IMR 0-ft mno CW. Udnp 8...AnaWn ONY M-kv(� OHLYd<a.rc..n W.*p ..k.—'fi-1 D"Un t—rd L—r Rlgm Tovnm Upper L.ft Go ..d R.gWr.d Tendon Mehor Redd.n Ar .dd r h.r R . L..dinp Mom.m C.p.dry�r (MWA PR) Momem Mortem " 8...Ar h Pb) _.— — _�. i Ma M00 a ! 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II v AJ A) am% a Ua a1 I1J.«d fin. •.al IaN1 rt t.oart 61 - iJAI- .11 al alarm MA Rqa m'Z — Aw AJJYi_W ivfre'd UUUi.-2 0W.2 aN J 071n'/ AA!711 -rs ) 1 l• 4/mw'1 'i a 11 w n 6 r lm.WY.r IWir•wAnurW n Ax JC1- u0U 1i II rt Im..4 rciFWamW 00017 .•.Innawrlen.d•wehnu+.W 00031 A.-U,M it a}/a'7 aN.i7 m•I.anlnn.m.w.anr h•mnn 2W, M.-AA.FMA.a'} IW�n Check QMn'M IMIAI .a+l.x.sa•w i/••r.�.J u01111 OK OK. a 6!H. I P.M. Denali Sectional CXT, Inc. Precast Div. DNS-011 Date:0111312017 A Page: of �E,gheNhl �Doar, fro+ -"-Opene92 REINFORCEMENT AT OPENINGS 6ldnfa ti. an 'e 1 6.vaJ a 7 r a s g•.e,.. I u. .-A.•n�nal•t.•ti 1'w Steels• gwney, Ibrbonwl Load..Vc.ficd L—na LIsnglhof npcewg 11 htight nlvvo (•)Wcphlul Pw—I--,w -Wwl Stu oprn«g 0ming0RSI pawl luad !lwvwdbgd (NvL'1112 berf Ali" as 4a. 1/a 1%7 IN —Nl7kW 04/r 0,11,pn 4IO a6711 1 ad 22 N 001 *IN 4.1111..1. J Y 11 a 61 A la7 2L% # aO,Lr U Ir UUI 1�•u Olwnin8 I w Ae ivy J Der s'vo yry y J: \G {:Ie.l M.1 N S �IgYldf IIY Uw2 Ife 1 0 egi..a 1)A [ u+rw.J oY o«2 Iti.T 1—oTailonT c-1 CONNECTIONS Fup VeWe ar uon�wF• 1 a4• r 1 ,A 1 aer wa IaU 10� 0 1Ili INI 1111 •aV1. 2 r' t 11 M1. 1 rl M 1 2 3W 73w 11J •1{ M J l la 177 qa nY A 0u i) Ouangly apaary• eun,eNna ve.a '••. Adjmeiog Dlat Al0wahle rM1+11➢ !9_ of Mchnrs of each Lwdfrom woI1M Wv11 (Inches) L-Dist F.- 67 —� 0000 1 75 019 wom 024 OW 7 -Arro a=.�!_ W '� «11 J 7.10) 7.907 W. % / 1 .000 7. 7 ,7 1 17.7 1 3I 1640 J JMOIR 0,W0 SanretaoMNBYae Phw Required Shear Capadly( )Per Fom«Yan sae LaP1ary Reserve Oesy1 RealWnce Uue ConneWr Ce— w ty I1 ) aim I 20M i =3 1 r1 2766Oa RIGIDITY (.a G l 3 �a� 63667/9086 7 > 71411 k1._ I�McIM` Q_104 Dnur 1 199 1 f v 0•Q16 1slam 0011 0,-q 2 Solgot F 1 63AII 0015 t i i Wk D.,I Al Q,66,fth um B 6 A (D a 166 Open g I 0 co co -DWft, Dlwnwg2 151 F EF AM— N0/6 7 Denali Sectional Page:40 of 60 CXT, Inc. (Precast Div.) DNS-011 (WA) Date:01/13/2017 in: I Dmxll Stalonr.I DNS-01I Iff lbr.xr.O"im.14.d.w:ur DESIGN OF WALL MARKED WISWI+ncV.WS.Iy- 1XAIP—i kAk -M-W --w luka.xJ«Ayal.+.w1.114—w ..Iwr.l%La"wM1r..ws« n.cr..rl A.M/wu..xr I d d.wd 'tx9. 'I'V...r.YrwWWI1 NH xY d 1 x)l+.nzz 11.w.0.w•w M4.wY wdr.Kxl .. In- cxM.w. tt�<..ISA wIw w: r� rlxi w•e...w aa•t< u.s... U.Im.I H.I .I. - --- f• U1.1 /: 14 IM, nl.. Yxl arn..w. - .w.c X Cr 21 hmm I, YOU&tg, M.1w.M WA1 d a 2U INU 21r1 AMr i1n I 171W1 V1 i . 77410ro n .dolt I.1:1 ►7a N. '01l I.i,Ix+ V 14 .911. 1` < • nl r..x1 I�YrlI,••nt. 91M0 V. 4. tl//.Al/L NITS 41A 1 mlr.l.+ 4/..Iv Il. 4 xnYr Nr ti.l w Y Irrd IrnW .11un 111 2 Irw rnaM WI2M. of++.z: . K•x•MUY� r�.h^. Oo9! .tV++.fi Ns.wxdmr'Jsrwr Rig \."j,�y �1.7G•.u.waJ.w..l IF. MI1+3.5 ASI.Ilwllb xglnWlxwf 2.4. IAI■wJ 1.4.� .711 agUYnY•A .VJ III AIW 1A I..InWf lud. and I.wi IlQkr/ 'w W.%wY 12l N IIUJ IUr 1.11 a r K 4VnA 1.-1 t01I Ifar. w.l l%.lx Nlxl I i.W W m .xf I W 0 W M1dlr1 .Il I.Ali 14apt ".90 1WI►A.s, D2<.-2 Ac rlxl \ .\ � i YrY& w.."I.I K7 a•v<d 14ao1nw .. Wr 472 I w...In..r..x Y1011Y Il NV Aa d 1<.rn.11 K.11A 1 Mmn.nlh.111n1 Iwl 11 tr��l•{'t71.T•{li Oi.SCiV— M- �Iil'lr '{• :t Ob l0 771D .r.M lN•. IW W1n1 -- �I.Id xn 11nMA VN1wM1111.A..-- Ago--- InYL 1. N•ri.l+l.'.•11'. bl UI q B.wf 2SAMId VV N 7M.M1 VW Aa.1.11 V.a@ W CYw1 M.. I 1.1 .K A3..d xaaru dA.n N12r ..1 7 -- ewlr c,<.1 U -Ib�l l W.^ _ 1 2 rw1 T.w4W,.��I 0 qN NIIIY 1 l l�Aluliitl I—.� ir.« Mar MS l>rw n. 11.4 1 n■ r1 wMI 0 1tY I�fa4,l-_ 11 lllnWA7'11 M01 NIINi,l.p VUNI n d r1711. nwl h 0.9 OV n Yd IMI MIxR..�?i 2V.17V 3 69 -pill_ a.17111 D .tam 4MIr U nry'<'M-7� wrq Wi A. a' . _ �llW '1 oW.2 IYi1K4 h/lll� 1 l t1 IMP.. yly lW'A II 0 110 0 u1lr...h lsMra..nlr 09221 00001«0 O.AI r lrr, AIAn AIM oW17 Mxdd'I 1 a�./.Mn.Y bnlla I..rfw..rVi1 0 DO]3 A.1-M•ti d1 0 V.'2 V.N w-2 < IY1J.w4«.tar lN.alW.. DD011 _ Ibin•M.hl�l.••71 Uat.11 low)I r..rx.wwr.n• mild •IMM Chc<k oMn=Mu OK OK 19 9•. TO Nl4l� Denali Sectional 60 CXT, Inc. Precast Div. DNS-011 A Page:41 of Date:01/13/2017 17--.--ErVhe WA1 �Oaur 1 REINFORCEMENT AT OPENINGS i .lbt l-_ .rar N otf.. _ M.Ur..u.JL.Jlut.a- u21 Lq JUs vmv 1.6 TNT I WwIwMl.4 rrnril'.twp1 1 tlt41.1 .Il.tl« V4'Mn aA.•IvIU IS•ft•bl 1'.AeWd Mlrw Opmma VtUadI-- lk.016,4'1 a II►.r+.Yrrn 1.1w-W.4 Pw-1 l awl'awr xu tulJ Ilu upvUy Clpeewell HSl pool kud feclwuwl huJ (xvL'V12 k.Y Id■ p� ].SI 61F10 1411(11 DUI p R2k flluninS � Mr.q'd Ilan sac qly req'J kwo �hU•` I;M.k 10 jrWw'` N..1 4JK CONNECTIONS Fr>A R........\yp a 1I. L I ILL, `^-1 1"1 I Iml.r I US 1 Wit WNII 11 t `./ 1. P7. I IRNIIIII 2Mg4'M Ar\./ eU M � Z 1_)I I/Z� lu 1 11 UffU •Il OusnEy Capacity umennV v '•"1 AJINuiny r Dld Al,= al Ntehero .Mch yv Load from• xJl e. Wd Ord—) L-Dlet Foree 7..da 2.p4tl t 4§AI 7A Ott WA stp CM M Sher MutFM itU V�}81t�It rs ply R dSheer Ca DeJVn Ceperrtf �I} R ry Dray. I R JY.n I equiro pooh(Ib)Per Reserve 2 'e IMfI (PLFI rheclr Bew Connector Capacity 1122 1443071 OK RIGIDITY CALCMAt1:D VALUE% I 3A I la.d 2685990573 �.yei v D—I x lip Y v /0 DM11 bra. vole —!.—I c4mi""I- uY Denali Sectional Page:42 of 60 CXT, Inc. (Precast Div.) DNS-011 (WA) Date:01/1312017 lo. Denali Sectional DNS-011 ACMIhmr/A.-dsk«Jn wwm DBUGH OF WALL MARKED WIC a.rnp...ru�ma+,m.C.LLY. t1wp.«I.kuh-IRJr gw•wra—Ap6.6f.ad.r11.....r.wd•µ.«mr maa l,.i/«1«.s r...r« «rl..fl:.r ...JJr4a .wrr.L Y'h 'A ..ur Th.— It. ar r.rr..G.n«1sr «I la.x:.r W .I11.n «11<fl].5 .InY i.AY rienrJO Y'I 1-2A 1. rn IJs+rW.Y« It.l 11 utl«u.ml It X Ca.dar. 73 Ytt •w \rrW 1 1 I+nrMW WA K C 1 I nK nW .m'Y 7119W .1 1 wwar a' W x7U R« ..nJ.W..I. N76 N�n ear�bn 1tr n 1 ./MAC 9• A •w JA)u «l!/a41I111.!.I: wwnab.rr�.l« rN:.M"''Jr. Pb` 1 1 «i Ul-1 Y Iw I r ar.11.lw.. Sr 3 Anhn.rmf dMr«n1. all<Mc Mi n. n'/r/I -w.JnNf Yr A i9.. \•w .1 Iwr .11Jr AI+II.tMrJr « 1 794M a lLmmlu.p.q Iwe «INxr ?.Ilb«K prnmm )Ur .NIl.M.11+4r n7/1 .\rr NJ 1..& nnr—11 I.r.d 14Yp I..d. r.w.i •la W% It -NAM. 1 1714 1I.A will"w n K .wla1 1912 %.eM1.W.%.W r Ilne nJ inc...1 1 « A / iNe�rl•I�... 1.1kn.R-11.rJ1 mRr.{I 11 r Fr RL r ( .Wl SA r JM 1.11'r rld IJaJ !' <IaJ II:I,W IJ II f TIcA Am N}/rJ A. .l I.w.Jl j�.KI 11(i �+) ruWl. K «r •1 Irh<31'.a'wr1� I f..NJhr...r ,.1�104 91.3 .\ .n alsAlA 11r..1111.r1A 1'1/11Y-J1 au W V' 22 g 1. A .>...01 n.•. U.• I_VVIL 1'L4.11'4 AIC 11 .«n 'rur.M!h « 1. Ir N'•11'I!1'1 r 1�1 91.1 um nn.L+no 1 4wn1 r ' G .«rW I.M AC 'r 1 U.1 Ilrnln n \5r Nor.IAN-7JA'x tl W Arl n u S 1'M V.- tln 1 W AW W!% CMMI iwv M'11133.1 rr .\T..W u.iz 7'11 M 7. Mw U .IMn.Mr/1 MI 6'6T13 rY .1.+r1 uun��sj � N YI AT «f rr YsN.b 5..I an R A91A G glrLUk .Ai1�� n liN J 1492, M.1 n n 11a.1 An o rwnrl a.lU '7 ay a.nag 1 tia x nulsn nJl"� n 1 1r &V.'4 9.W1 1b a9 09 gum aJ.ed 1 n•,rT 1.1N1! A 311n1 11 DI rMl M 9aN n 9 n tl M AI'I rn'rl 9—3 Il nl«i 1 A. 1126.1 A.W.«.1 Maf 'J tlu9i.1 090w'2 1<.Mlln..r ■ 'J AJIt p««n ) 1 I. rialW4 4 9 9 r nr.Y.mW.rrr nmri nnlot.n IInMI n e.rrG«MSY nrwlil Mndd'I ..wi r rrartY Ah1 1 AM !M•A..IJ All.) y unrrwnw.rrr.Yr Mrr. AW.0 1)1.- '/Jb•N' S1Mrl 11 II.Wt 1 r.dWcmrY rrm n.JW nmRr Ch..L OMn=Mu llK UK `.irn -N•. aN.. Denali Sectional Page:43 of 60 CXT, Inc. (Precast Div.) DNS-011 (WA) Date:01/13/2017 +Enare w tl D—I REINFORCEMENT AT OPENINGS 14MW Hu•nfr IY Ir..,1..u.d lrJ ln�m n.a u{ .a.nH..InY kNbr•1 Iflr Wrlrsdldrvxrl un.e Ul YM f .Ihl H{:{S4 YA.•IvNI RI• a'N Hlni{t.eml __ Open f Rx�rexnl.l Larutixn Ve.licol Lmahm I.kntlW nl xpenWp 11 hei�l ahuvo (•)W�u ul pw bp=`i-d l WWI IgLlu upaWlg � OIrnHf(LDfi) paixl Wud ecblienl FnJ Iwv'4p12 'I R Y8 ]-us IIf'IR 141161 H mu Yln{.H 1 Opc•wa mM1 A+rc9J Ilnr w. qry req'J �b� �mei IIIa Nn/ 1 R 11• CONNECTIONS .., I - a a4 .19 M r n(kp rg- 15. SV1 •11 IU.44/1'a.•II W r1 all. YH{ •1 IUNIi..!n_ It '"1 ta3 •pla- •N 2HM4 'n 1•ISr 1 ��11 I:: Iltr Nl ILr A I11 'll Ouanery a.epaary �•umennp ueeY •s.a Aydldny Din p2loraefe IAemHn cl Md.. of...h Load from watl b. W.0 (k�11eU L-Dlet Force L Wd.a'xl_.rynr 1 2.a e5 0 6 w 1 H Dl91 Otl a• n—nlua 2-Tn3 1 1 1 1 1 Bnear RBuse 11 SMarCWadry Requll•d Sheer C.padry(N)per DaHpn I CalHot/ I R.— WYpn R•alMnHs I R•e.rve Force Rlr fb/ .aace4 1WFI IPIFI 'h•de B•ae Connector C.OK a',ap C �N70 1 (41,'i07) OK RIGIDITY GALI:UTA1' V tU a 268589073 I Wnw I (YINI tym f t 1 Dwr I 11y yD,/D2 Y 1411 T I fgdlLgiL1•J!� (tq[nM$e f C Oml I f A' A'• If Denali Sectional Page:44 of 60 CXT, Inc. (Precast Div.) DNS-011 (WA) Date:01/13/2017 lo. Denali Sectional DNS-01I acr.,IM.wrr 1>.,p..y.cM1„rti u,n .IN. DESIGN OF WALL MARKED \417 M•..[+� u•+W....1F,H.J7. W'd 1...1 JW ti�In.gp.Jd.r.dr LuL.-C Y._rJl..l m.N•n411.w.Ww.Wt+d Lulywl.n x.rmi.. m..,.m.,nnaha.-n..mmkkc' mdY rdl .r N.J/ I A.nr�.m.>nl.w�JN7..1u..n.nni. t wt N.JJ YI N..•r C�n.<m�MrAphnlnW.rr Jd. aJ mvr lMa • Yt N.a:J 1'.' 1 f. Pb. F In..rMc11. TOM--- a Xl'utNwM T w., A Y C.ann+YY •I t'.J NYoll r If— W C.—W w MI Ya1 mrmr M1r+1. 1>0 1 /K l'sm.al n .1 of 77aIIKgJ d Ili 1 t'MNY .lal M.ar reabdwJJ mplw 9NM .0 l.nJ no fJu.F,wrin. .J wJ Il 1 u Yf nr.L:J 1 NrJ aa/la V� 1171 ./llAt.l f),]r] w.WY. r rwor' 'W.h l W lLJ UleJi.w.JIM 12. 1Y.►...{11Y 14hnuarNwlN afNUR. al lcea0� M and 1 YI1112 amM M.,ui 7 w Mln Yrlf..l� Ia Y. In u.al i rI1.N. I..i M. Mnllw.0 a. .f l+-a] e/Wlhlly I...�w) 071 1 1•. ../n.dw u... f I.,JM iarw .Ma.l n,J 1 w I uY4 afar r +Yd +.1• .r.,..r .w.tlaM akd •Ww.l tar I IIU.w J IIrW../I1L W Y Aw,.I.J tat.lW I r 1 rx I..Jf n l 'If t. W..W.• .a YrJ I..m W W M rt wJ 1.W n.A r WU JI..J SA Yf a.J W/.W 11[r II fY W 1 )Jw IMc Nm Y7.-2 . AI. .AL'i AL z. L.M1•..d JWr 1777a1 NI-,d.Y•11'JI 1111 klf A.m. •h 0 t71 P. W'rwmll.aUrd4\nJIN�«.�--- nM•ra faJ �Tvin� a 4'N.4—AA"h 1w '-r�� Ir •I:4,LA-01 Un11U Iw_(�Nuo W�h�i�q sa.i w•InJ n•J•r t n t AHd 4a.Wr MA.N.0 Pill1 q I.Y+r� IIL a.} am w.Jl•Inw• IR u.Ia A-11 ' 140k W 111 I of Am a.II W. a JJa Ih hWf. Co-* Mw 11 'IV►'3 t7 61..4 Aw Jt.2 ,-1,3 .f 1mW An.. pffil NUII 1(1�iaiJY� �U IIWk.S{: J 71 Iw... t.nw IM1 Mr Y ALy 11acJ 1 U b' A.I wd MO I 1 ItiS'1{— -- i. P 11114' Il 11 GNII II 1. M. 333in'4 .\r VJ. 0003 ihl 07 UU o aJc AkhidAJ JI•n'21 I.Wk a IwA11 a 12 Y 1U) A M . n G"kwa, o—. MMN_I_m1 nfn.: AY uo M'S U.m JIYI1•J AJdi hr rrc 1 \ 1, mm 1. J n W Y u r.c.wnm nwi n.rmaan+n u1172k Ufmok oWo Ji 11 (.N Y• r.a..wn.re..m) 11af11 As ill mim.m l..Jr nwll,.e.em t1110. A.J A. Mill 1124.1 024.1 .Yl.wlu.fw.aw.m u..lwl.n) nanl rM. MJ'/Jn..7f 1741E n 19b1 n .rlw.a...un.— .1UI lU OK OK. Chwk dMn>Mu Y N Denali Sectional CXT Inc. (Precast Div.) DNS-011 (WA) Page: of 60 � Date:01/13/2017 E.U.WYI REINFORCEMENT AT OPENINGS IW 1�4•MJ IrJ rune lwl V21 1 dl..de.lnl Jv nl.1•.\nil INN Wi w N el •E.•b.w I Ikl;m� hr1m111..nn OpevrB Il.nxnnLJ Locotio.Vertical Lrcanon I YnLIY e1 � FI hci�n al+rv. (-)Wcgh,ul Pw WW fnclur'ad wv W W Me upcmne Op nme(LDBI pusl lu:.l fWwieAWW (wu•L^2V12 {Men IM++•v M A-44 Br— .IFII.Qd CONNECTIONS LIA..B��11aL.ik'eN Ou.M .r SM✓ IJA 1 37.49 1 3T.40ME": m 10221 1 up 1 129W owl L )• ia i!L V 11 l e JN Du.nury nw13' o,,,�L,�� e:W Dmadlpensneer C omoC.4.5IebasMrr o 7rera 1 Be}JI n ORar1e.l we$L.frve)rIhIe>— LwDf0sdL.'FofroIl m Reww2.Ma MG8ef inrlpl p.n pr Ad)nWWfhJ u y (mD�.e W 1 .) LO '-D ie t ealalF.00w•yr erc ^" Loe 09 LAW Requled C..dry(llpr Rery B—Con.c C.� 3427 � *1 1 671TY6�— 5915 (30591) OK w{RvhL RIGIDITY ' CALCMAILUVJW" IIeDll Frol`j 3308221A2 5-E line, T 1 7 r R Iloeo Yef eR Intl P 1 Y �Oe B L e B FiW Denali Sectional Page:46 of 60 CXT, Inc. (Precast Div.) DNS-011 (WA) Date:01/13/2017 m: Denali Sm imal DNS•01 I IL'n.l�.n><.O-K.43"A...1A .r./ DESIGN OF WALL MARKED win I A•M ..•..•.,n..n..n.ea-,. N'Jp.MI.LJh.«ph wlWYd.nJN'1..I.d aJ wlt•••M•uunGllnx Y«fnm.4wl.1 b41q wM.c Maavum u.I/.!/ M.rM.r1•Nutt b+e�n. NmN.�'L�rilb nJ \aN/. Tb..wrr.rr•aYa.•un+l+m inn t4•IYy+..�1�1A.�J�_MI ul lae/t t'nfw.YY/4 hW.�ar.h4 k.waa IL1W YY I..'1 IIw SMM•I Nn..IL', d wW.aad UU'.•Y< Yl u.1w LIMaA 1w n K r- .M1L M.w.11n .rlwaam.M nl I %1]radw/b N Y YCvrJ.ur It1 MYi mr 1 m.J W.0 R L'a41.rd .•M X1 2"ww C1v.nr am.a. IW J 11K C.M«.M a.vrY Id.15Ap !_L.'!•� -_ iglu 5010000 nu .fl.w.nL 12r41p Y1-1 l.:os.r• Y. nr. A M U'.{IM !m U0 IA- 1 11 IN« J.1.kp 11 JN A«Y.wNr Tk9-r All, 1'Y.V 2fd1 wll/.1./ hj-." 11« s.r«ILLLae aK 1 Y.IIr N' .bbbrM.wl I.reYr .1 aeon M e•aM p 7 N/la.i! a t.mtt MLnn Yu12 wl/Ill N�anra Jmv... N IVM Nrt 1M111u1 [w wt N.A.f *rNnY..d. YM INM IMu 1 r YJl+.)J J.•11«W Mlmn� 1 iv. f.O.1 t[.Wb].•.� tl211 lu •ArJ 1...1 r A T 19J2 I %m+N 1..J!a.W IW beW. 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AI T�• r '� 0 0 N L llwan.n 4ni mN.�c.m/r IIaAS na10 00011 k Il lrM ..IM.a.uNMe.YwM n U1117 mldl «.1'1-wm.InaN nmla.tmamt am%% A-1191 024.-] YN.:1 ...Ibnla.«h...M.r rr+I..Y„m 0fN11. IMw-YMIH•a.•.7 IMII A I,af.l&"I$ tta.4a.wal...0 nx..1.J. 00110 Ch.ek OMn=Mu OK OK •.Jn.n.l 0'. .i M1[•. Denali Sectional CXT, Inc. Precast Div. DNS-011 Date:01/13/2017 A Page: of60 ---cnrw wt REINFORCEMENT AT OPENINGS Iw.e I -�� \ d Ihepntr. IY YI�..v\Jid lnv.ndr MTkN Jhi•Nurn.dlyd Mml �_N� _ W.(•.M nl r+xl M1r glll IIMI.i � rtil�\nl�rul Ii1;KA,J�• �A.•f•'rn 15•(a•W 1 _I�Mr4d N,rml �OpenigB I{,rieonLd L,wtion Vcnvd Location Lk�m oC operti,B II MISr.4wr (-1 Wey(Ie ul Pw wlnl focwri'd we wul I h ll upenxig OpcnotB flA9) Ivuwl MaJ fucui d b d (we1%V12 Ilnen IllwmnB Ib A.req'd Brrdm gly-fd K CONNECTIONS F R am _ N N t• W A R-Owen L.21. t10 _40-P• oq\ OA T Nuf,M.k. 1 J I 1' } w 11 lM1 � •N 1 M q 1 S L41 V \ • \ . r Satll 1. 1 Q—dty .P.-Ty ome m.n,,c •^I AJjeinmB r Dl.t Plowable ofMrdbra of e.ch a,e Le.d lrom 11 Ww (im111 L-Oid Faw I.S.II 1 II WA DOMa sl n tN1�fir..r[.piny Deelpn an..r GMr.>,' I Rewrve Oelgr I Re.lemnce Requlnd Shaer C.p.dty Ilb)p B.w Grmecwr er R— p 1192__ c.n.div IPLF/ IPLFI war c.p.dry ref)<b J6li}t lOSlt521 1 2QM I Ox 1 301 (30591) OK RIGIDITY { CA L' LA/. VALU }„M I 330592M2 VIS Denali Sectional Page:48 of 60 CXT, Inc. (Precast Div.) 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T 9 e 4 JrMw•1 U .W.welrlc l'FMify Fin- Y Er 1. 1w 1• NI T.aJ. r OOII "will NISM MI Al' 19111rr. lr 1 1 1 n I l ua J..J Dull r-7 A .law 7,AN/d«791 IJ IIy11 o}3nIp0 J a{I1. 1 i 4 At 7 an IF 09 09 OWI O 16W F d•AT LI'm a IVnO e t:40 1 / 14--JH o : .VAJA I .J IHrFJ nrv1..} A.W,-W f 'J .94W I tlw.2 I Ilnlm 47 AM11— t l Ikl J 11 11 IY! O U I Irawr.w«N.i arkn[-.N UINT9 r• w i>-a -W" r Ivr r fw,•.U•n.asr II n} ti ad'I- r...11wwr,YlN..rname.wNl 00011 AN-M•M.WI OTa:' ONnI 1«ul.aan.cm.x..k.MNu. 09{Kl Ne 144U•4T I.WI 1, Il 11 Irm4nuµml.w. u.iJaJl o01IU Chak 4Mn>Mu OK OK •. 7,1 Qa . Denali Sectional Page:49 of 60 CXT, Inc. (Precast Div.) DNS-011 (WA) Date:01/1312017 Y �Fsliro WII �Oapr 1 DpenmV1 -r--Opnnmg2 REINFORCEMENT AT OPENINGS 1 lIMIN.1 .d.. �- �—i--rtga,�..d{.d w��•n� 0 7!{n � �11r, N'1 I.�!l In.1JNf alntd I .Itht.J.NgI n•M• upnnoe la.uwnull Ve Nrul I.A,o L I.,Wh nl nN ma II heda.b— l-)weiphi.1 11w-11'—'" wu u,wl M. upcug0 Oprnm.(LBS) pawl l.,d FuchnSred Wd (wu'L'2V12 on t 1340 )Mf1 114120 WIN I V. DJI t tl t D 10. IM`0. ]] OM lS V V 1 J V.\I11 0.3tl 4A7tl 1. }1M Yn1{M 117./ nVl Olwq.a .`li /u.,'d Rq evu Vw w.ld ND' ,Mu Uv Y 1 Y 1 1 Ik�.°eJ aV V.7 liu 1 D 0k.rn .1► CONNECTIONS —94A0M n n6 N• 4 1 T 1 i AM— !1 T -Dial q J) 7) niq awl Ilq e+•n 7 1 1!12f q al T9 1l.•n 1 pi" 1 u ei Sq 77.Y4 n 51Yl1 r IV 7)p 1) /q M IJ Duanery •p.otY Counrg e.d '••'t Adjnutin. Di4 Plowable of Pnch.ro of each Lo.d ham wWl n' wall (inches) L-Dld Fame AtlldeJno an7400 N'A1•<weu9M1 I511 1.617 1 41.M{1 1 W71 I h7V i 00W 1 4mi 1 75010 IOOP7 Sheer l:amedgM.l ll... 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DNS-011 MA) Page:51 of 60 � Date:01/13/2017 +EmH M1- Vtfidaw1 REINFORCEMENT AT OPENINGS I "t-A 4.M/.114a wb.. IY IW.a.mdl,.,14..,rn+ll � JL I.n..rnvd h „ 7b1. We/.ti+•i r.,.,.im•a hl Oad —' .tl•.kN mal w n.1:aUi IK .A.•NlU b3•fc•bl _ Oaenvrg Ilw.m.ld 1.....Vntical Localioo L b:ngN of opcnin R hegdu.bu�'e (-)Wcph1 of Pw W W I'aclorvul xv WW \lu g ol'mmg Oeenerg(LRS) p.uel loud lucluiixdlouJ IeMl:71'1: p71 9111 IlI b11 is ru _ •tn� C7-k • I>rcnme Olr Mrcq'd n.r.00 ao'rw'd —kwx(d4-�l Ma 31'W,..1 Oy aal7.'I Na 1 1 19+/1tw•11 "y CONNECTIONS .N. R• ar. 7 N M- 4. a1R ])7 19/w VV 1\ , IIV 11 1 t 1123w ap 741/l.'P lt.An,4rl )r IQ 77w :I94I• !•I.,k n Aw.na I M 1.76 1J e. Nap VUlat •a Will ammam OuenglY sa:!:ry owleiinp eed •.+1 Adiu»lus DW PbbVabb el Anthem Neeah Lald ham wag t. WW Inldw•1 L-Olaf Fbrw 3 1�.1 0 75 p10r_ a I-*1 4� • 0 W.0 Gi.w f.MtA. 6he•r kDe W�51.91 C•yWly C R Reyulmd Shear CecpaGly Qb)per pn •pwry .esrw D•uy. 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B - ,� .. :��-- N \|,� 2 § � � ! � ! {\k! ; }f;■■ §�!� | | ! | » ==nl\\ » _&)|/} � E112. 5 as . . ,. . ■ ` �■ � � ■■ I a _ ��! �!! |J! »�. .; !�A . - � . } ` ƒ / ` /` 2 Denali Sectional 60 CXT, Inc. (Precast Div.) DNS-011 (WA) Da Page:60 of te:01113/201717 w: Denali Sectional DNS-01 I Geometric properties l.aadi as ntddi.('roof tone( 19.6f)) Wv(weight of vaul0•" nib L I.eri dr,0001 wall 39.N1n wiri,ourpanelaei m 300016 Ar Area of Roof 774,07 1112 Ww lot"walls el wei O 1117Nn lb 9tei hl of bulldin,) t3-Og 11 FW(tiaor one wei-ll 41005Ib Lb len ith of building) 39 0 We(estimated weiahl of-building) 203685 lb Wh width u(bildin 17170 Wevlcsuniucd nci ht ol'buddin Wissult) 203685 lb Ab jArea of buiti in g) 659 46 0^? PSFY(roof snow load) 193?isl' Nv uarnav of yauhs 0 PSFf(Floor Live Load) �4pc'lf Aid Area of Vault Lj n0011^2 P...Wavinium allm�mble pressure) Av(At en of Vault) 0 00 0^2 Ftir mw th(wFRS 11 Ir0 Force) Via VaullNight) 0R WLlat(MWFRS lateral wind pressure) CablClosed Area of bruldin) 629.52 n^2 (specific wei hl of waled 62 ' Flw(depth of Iloodwaterl I(I —Weight of%null is not considered in sliding rtstumice it jilohng lacan) It 40 FS(lunic of safatvr uirad) twit ('HECK SLIDING RESISTANCE ,7•Vielsnic from scurrac atah•sts with snmv) 37112-111 Sheaf, .7•Vselsmic(from seismic misthsisaiWautsnuw) 32935.916 Vwlnd-WUaI•may Wb,Lb•II 3371S.2Ib •Load adluiminut per IRC H.05.3load eonavnlWom Midlnig Rcstslmnr with Snew Pandr-u•1 6-W t 75•PSFr•Ar) Maine -037494111 F Factor of Safety FSaina-Pslido/Vaisid MAW 3.6 it 1.0 FSsaism(c a Politic/Voetsmic Fseitmtc 2.5 >_ 1.0 Slidinit RnisliinreailhNoSrmw I1s1lde-u•.6•We Nsiiden JIaiW1AIb Fsr J Fi riot of Safety FSwod••Pdide!Vivinti Fsaind 1.9 % Lb FBsco nac-Psbde I Vuanac Fseismic- 15 > 1.0 CHECK OVERTURNING RESISTANCE 40ucismic lfromscismic wmhus aith snow 395 936 ki 0 Shear uelsmic Owen saismlc analysis nithmn non) U3 979 ki Il Olwuhl- WLlat•Lb•I112/2 %(Fi %-Lb•Wb12!2) 353757 ki-Il •Load adjustment per IRC 16033 toad comhamnrmt werniroing Rnlsrnnte aiih Snow Otrutow- 6•Wer.15•PSFt•As• M2 Olrsnnw= 1065453ki 0 For d Factor of Safety FS%surd Olisnowl MOW FSwmd= 7.78 Y t 0 FSswmtc Onsnuw!Vscisrmc Fseismic=1 269 1r: 1 1.0 Overturning Res stance with 1 Snow _ Ou=6-We°Wb/2 Olr 1049.I RI ki R Fpeqd Factor of Safety I'Samd-Olt/Wind _ Pxanid 273 > 1.0 FSseismic-Ott 7 Vseiimis• Fsvrnnc 3U3 >_ Lu CHECK BEARING PRESSURE CONDITION Net Pressure I-nat�Met+PSWAt+PSFI•M IAb 'MI A.)Pit Allowable Pan= > Pact 1500 ? 94139 f QIC By obscrvation,if the Mnldmg as pincal on a ptoliedy prcpnntl a'cll dimnsvl grenminr sirlrbase,arc ilcsigri n sullicirnt for Impel mid vertical loads CHECK BUOYANCY FORCE CONDITION Buoyant Forte Fbe ^AyHw• v'Cab•Hw-Vli Fb^ I 3 9 2112-111 1b Factorursafn FSb-We/Fb I FSb- 1 5.19 1(Ni The weight of the building exceeds the buoyant force due to hydrostatic pressure acling on the horiionlal surface of the vault,dterefore,die design is sufficient against buoyancy Floor Design Inforrnolion: 1)The referenced building is made offload damage resistant 5000 psi reinforced concrete 2)The vault s)stem,if existing,is designed to minimizo infiltration into system and can be considered water fight to a height of 17" 3)Flood Venfilafion is available at Threshold level mid 11uod ventilation exceeding 1"per sit R of Floor area is provided no more(ban 12"A F F i y Lighting 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2,R3,R4 over 3 stories and all R1 Revised July 20% Project Info Project Title: Denali Sectional DNS-011 Date 1/11/2017 ComPIA'We Applicant Information- Provide contact information forindividuai who can For Building Department Use forms do not respond to inquiries about compliance form information provided. require a Company Name: CXT Precast Products,Inc. password to Received use. Company Address: 3808 N.Sullivan Road,SPokane,WA 99218 Instructional and calculating cells Applicant Name: All Cairns are write- FEB 0 1 2017 protected. Applicant Phone: 609-892-3238 Applicant Email: AcairnsCoMfoster.com I�� Project Description ❑� New Building ❑Addition ❑Alteration ❑Plans Induded Include PROJ-SUM form(included in envelope forms workbook)with lighting compliaance forms. Building Additions Compliance Method Interior lightingExterior lighting Lighting systems in addition area comply with all applicable u provisions as a stand alone new construction project Refer to Section C502.2.6 for additional requirements. Lighting systems in addition are combined with existing ❑ Li lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects,include new+existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. For exterior lighting projects,include new+existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non-Tradable Lighting Wattage tables in LTG-EXT form. Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting Lighting Alterations 50%or more of existing are replaced ❑ 1 ❑ ❑ Select all Lighting Power and Lighting ❑ ❑ I Li elements that apply to the scope Less than 50%of existing are replaced ` of the retrofit project. If project includes a - - combination of spaces where less than Lamp and/or ballast replacement only l 50%of the existing fixtures are replaced -existing total wattage not increased ❑ Li1 ❑ In some spaces,and 50%or more of the 50%or more replaced-Total lighting power of new+existing-to-remain fixtures shall comply with fixtures are replaced in others,then total LPA per Sections C405.4.2 and C405.5.2. Include new+existing-to-remain fixtures in Proposed provide separate lighting power Lighting Wattage table in LTG-INT-BLD,LTG-INT-SPACE or LTG-EXT form. compliance forms for the two retrofit conditions.Spaces undergoing the same Less than 50%replaced-Total lighting power of new+existing-to-remain fixtures shall not exceed type of retrofit may be combined into one the total lighting power prior to alteration. Include new+existing-to-remain fixtures in the Proposed lighting power compliance form. Lighting Wattage table in LTG-INT-BLD,LTG-fNT-SPACE orLTG-EXT form. 60%threshold applies to number of luminaires for interior spaces and parking garages,and total Refer to Section C503.6 for additional installed wattage for exterior luminaires. requirements. Lighting Controls Interior lighting Parkin 9 9 g g g garage Exterior lighting AA alteration lighting controls shall be New wiring installed to serve added U ❑ ❑ commissioned per C408.3. fixtures and/or fixtures relocated to new circult(s) New or moved lighting panel ❑ ❑ ❑ Interior space is reconfigured- luminaires unchanged or relocated New wiring or circuit-For interior lighting,provide required manual controls per C405.2.3,occupancy sensor controls per C405.2.1,daylight responsive controls per C405.2.4 and application specific ❑ No changes are being made to lighting controls per C405.2.5.For exterior lighting,provide required controls per C405.2.7. the interior or exterior lighting New or moved panel-Provide all applicable fighting controls as noted for New Wiring and automatic systems and existing space time switch controls per C405.2.2. uses and configuration are not Reconfigured interior space-Provide all required lighting controls that apply to I t changed. Application specific lighting control provisions per C405.2.5 do not apply to rec Change of Space Use ❑ Exishna interior lighting systems in areas under-going a change in spa comply with LPAs forthe new space types per Tables C405.4.2(1)or i Identify interior spaces requiring LPD upgrade to the current Code in Prop Min able in LTG-fNT-BLD or LTG-INT-SPACE form. 39076 / FGIS'CIIR� NAL EXPIRES April23.2017 January 15,2017 I — 1 U 1'ft '.— I '•.I � f `1_ .: III III � ��-'I _ 1� t�j 1 �1'�11.1� TfTm —1\ ' `III I 114, I I 11 IIIL JiNI.' 1 —ri ■ 11.'1 ,rT 1 — II ��• � I, I I1p-0111 1 1 . •IIl11.Y' I(T 1, lir II lI II rj 11111 II 11 fl I I II_" I I I \ 1 Ilk— . 4 IT •fr.I ICI r1 IIl::I1 1 I I _ � L� 1 I N I • ti _ _ I I I �'^ 11 � � — - I — I —1 .n1 —• �f I 11 I I I — I n1 I I I F •I . ail 1_1IFI 1 / 1 �I • I 1� u _ I — 1 Ill I 1 1 1 F T . V I FT �r // 11I1 ■ ' .I� J1'1 A I 1 I:•1 I I •N 1�.' LMIB, I J� �.r I��T�f♦1 r r rl — �• 1� I I L _ I U7 �Lighting Summary, cont. 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2,R3,R4 over 3 stories and all R1 Revised July 201 G Project Title: Denali sectional DNS-011 Date 1/11/2017 Interior Lighting System One(1)light servicing each Shower Description Two(2)lights servicing Bathroom Four(4)lights servicing Chase Interior Lighting Power ❑Building Area Method Space-by-space Method Allowance Method Select method used in project. Interior Lighting Controls ❑All C405.2.1-C405.2.8 Controls C405.2 Exception 5 Luminaire Level Lighting Control(LLLC) Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4,no less than 90%of the total installed interior lighting power shall comply with th required controls per C406.4. Dwelling Unit Interior Permanently installed interior lighting fixtures in dwelling units comply with: Lighting Q C405.2 thru C405.5 Commercial Lighting Controls and LPA rQ C406.3 High Efficacy Lighting v Exterior Lighting System Two(2)lights servicing Shower Doors Description Two(2)lights servicing Bathroom Doors and Chase Door 3907b V <cr CISTBRti `w ssInNAL LAG S Xpril 23,2017 January 15,2017 I 11 v 11-" :1Wir l • 1 t1u- 1.61 11& _I&,- I. 61 - 11 or - 1' - 1'/ `,, I ••Ally • _I-q_ II►,'1 III T ' ��) 1' - - - — ��• r' t��I+ '.\I'I11 'll r !;I11• 1 11 1 wki 1 l\11 1 f j j.011 ,II IUS 1'n��. ��Y� lit •1�� r�f'Is�r\r 1<< 1 I I \YT'T• 1 ..•I ► �.y I-zt— I vtfi-el not 11 14.1 ��. •ri1� I - ► .1 III �� • 'ti�l G 4r ,�- _.ilL '1 11911 I I\�I►I II1I'1 .1 �111f.1� . 1 Ibf4'1 I�11 I� 1:111111 II ll _ 1 ;III _ .'lylll I f1t1,�• II r:. I ull I u •'�'•11 1. 1 11 L4 1 I 1.11 Hill - m IFIRW 1 11- T►�f i _I 1 } 1! I 11 II 1I 1 t 1 ;III ':`fI 1•.r II IA 111 ): 11 ILI �! III I I itrjl•r•e ITt10=1'I �- -•{�f�1 t'-• 41 `II ♦V_•jWr. -tb:�I V I -�1 •1�•1 _ •�•� 1 1 i. .11 1 1 l;�i n;td 1 h'I\ rl- 1 :Lr - -4 - _ LE 16 I Interior • • • • • 2015 Washington State Energy Code Compliance Forms for Commercial Buildings Including R2,R3,R4 over 3 stories and all R1 Revised Juty 2016 Project Title: Denali Sectional DNS-011 Date 1/11/2017 Calculation O Q Addition- Q Addition For Building Department Use Area NOTE 9 stand alone +existing O Spaces where<50%of O Spaces where a 50%of luminaires are replaced luminaires are replaced LPA Q Standard Q Additional Efficiency Package Option 0 Calculation C406.3 Reduced Interior Lighting Power To comply with C406.3,the Proposed LPD shall be 25%lower than the Target LPA. Type Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE 1 Location(plan#, Height-- Gross Interior Allowed Wafts Allowed room#) Space Type 2 Area In ft2 Wafts per ft2 (watts/ft2 x area) Concession Restroom:all other 163 0.780 127 Bathroom 1 Restroom:all other 193 0.780 151 Bathroom 2 Restroom:all other 193 0.780 151 Chas Workshop 104 1.270 132 Total Area 653 Retail Display Allowance from LTG-(1VT-D(SPCAV' Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY NOTE a� Allowed Watts 561 Proposed Lighting Wattage Nulta Location(plan#, Number of Watts/ Watts room#) Fixture Description NOTE 4,5,6 Fixtures Fixture NOTE 7 Proposed Concession Surface Mounted Wrap-around(1)28W LED 2 28 56 Bathroom 1 Surface Mounted Wrap-around(1)28W LED 3 28 84 Bathroom 2 Surface Mounted Wrap-around(1)28W LED 3 28 84 Chase Surface Mounted Wrap-around(1)28W LED 3 28 84 Proposed Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 308 Interior Lighting Power Allowance COMPLIES Note f-List all urr47ue space types per Table C405.4.2(P)that occur A?the project scope. Select space type category per from drop down menu. Note 2-Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2),Footnotes d thru f. Note 3-List all proposed lighting fixtures including exempt lighting equipment and existing-to-remain fixtures. Note 4-For proposed Fixture Description,indicate fixture type,lamp type(a.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. Note 5-For lighting equipment eligible for exemption per C405.4.1,note exception number and leave WattsiFixture blank. Note 6-Existing-to-remain fixtures shall be included in the Proposed Lighting Wattage table In the same manner as new fixtures.Identify as existing in fixture description. Note 7-For proposed WattsiFixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved �R luminaires with screw-in lamps,enter the manufacturers listed maximum input wattage of the fixture(not the lamp wattag_ /C lighting,enter the wattage of the transformer.For line voltage tracklbusway systems,enter the'larger of the attached lut t� wattsilinea/foot,or enter the wattage limit of permanent current limiting device. Note 8-Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. 4 t' •M p Note 9-Calculation Area Details: a.Lighting fixtures in a building addition may comply as a stand alone protect,or they may be combined with It ove tiny bud lighting systems to demonstrate compliance.Refer to C502.1. b.For alterations and building additions,provide Space Types and gross inlerior areas in the Maximum Allow d Light get le. 4 building addition will comply as combined with the overall existing building lighting systems,include all ap icabf and gross interior areas. c.If less than 50%of existing lighting fixtures will be replaced,provide total existing lighting wattage(prior alt f r it f,Fc(tJt� L-tEXPIRES A1,61 23,1017 January 15,2017 1- '♦� - ,1rr. - ram- 1 /ti• -♦ rY I y �I • If - - — - J 1t-.1 -W�-7fi.`•�Vr IL I ! i 1, 1, I• M II '1' I I 1I - - • • 1 I I II � .M . 1 1• I I - ltill 414A �uil�nr�lrl� `11, Til (r I MN lifil TI f$7 - — — — — 7ll'/�1 II -11- — ill! ■ �l •FI- - I R ID 1 �soll 1 II r Lill .1\y • _ , nu I1 11�•T• ( I °I 1/\ ,J u1r r ,.• I wol'elr _1 ""- .,��1.r11.1'11;I:�ur�� t til-I.•�I:lr 111111 AIM'll' 1 II�l III IF71NH11 FJI ft.Q/l I I •�_ ` '1 1`� - ti�� I I�,tl `c- �Il� Imo—_ - ml— 1 _ + _ ►i T1 :r' LIn I- IPA I•:1•fa•M!1: =II C� F — _ 4 - - •.1:1,1*'.•>S•1 -II.'/!1I II VA1 Towimm •I -a _F ' I 'ISI_►1 �� 11' pi...r 1: 1-r nrfiU -_ II' n - •�r4i'l 6r 1�i1-SS 1III I'milic uuI-011 -n rY1i111 /r 1111 1 •' .� 1 Ir x�l:•Y�115 :H8u�1! \•r 1• _y�'flr� !iN-fL'.1'��e,i�. '_ ,.1_ - �h1 '�t•=y' .1•, I�• I 1 II 'RIM •'( 1 11 1 113.V:�1• T I !'_. A� ? - — - - �-i - - _rid• rtif{i? f+,�,ti1t��t Pnl . '` - - -. llwyy� �,¢I�'-'-'.• "- t� � —� TTrf•— � 1 Cr - -_ - 1. -�Ir— • -- -' �,1 - � r -i; IT n •� M-Ln=rl•- I 7 I Ion 1 - --MIT - - Inl • - • 1, I I I A-11, r.' 11 1 1:41 Ii.W UlI II IlC I I. j111 _. Jun 1.1 1 1 R II 1 11' 11 .Ul I 1 .11 1, III A- i l _ u_ t, w - "A _ I I . III It It _♦ r I.t '♦ -Im - -7��•�•- 'r.1' 1 V - •� � 1\. � -ter - L �� 'i' 11�.1 i l-1 `� I '+ ,11.II � � - Rcp•. : 1 II I III /�! -7 1 • 'L I• _ ll' N • T IkAI to ■_ M I dl �I� IL (, 11• 'y `t I '►Tin .vo ♦l 1 - - rr "- rr � All I I IIM III AIa I IN (O' 1 /r 1 f ZTI Ill _I + INII V� _ I_ y), .1t IL NIA 'F(• 1 11 1 . A' I1� ■•- •. +� .016 J,,, '1 lie Ne 14 1 - • I I I R: rtyri•. t N - ; ••� �11 A L. I I V►' Al I I i \� �I I _'� _ _ ► I_ r fr - 1� 1r-ol • IIk9M C III : ti :'t L f C'�117i111 r�R'. 'T 1••--R••1 it l Exterior • • 2015 Washington State Energy Code Cornl*ance Forms for Commercial BmIdaigs including R2,R3,R4 over 3 s,lories;m(l all R 1 Ravised July 2016 Project Title: Denali Sectional DNS-011 Date 1/11/2017 Exterior Lighting For Building Department Use Zone 1 Q Zone 2 0 Zone 3 Q Zone 4 Zone Table C risdic ion. Zone selection required to enable LTG-EXT form Specified by jurisdiction. Calculation Area 0 0 Addition- O Addition stand alone +existing 0 Alteration with<50% Q Alteration with 2 50%ext. ext.wattage replaced wattage replaced Building Grounds ❑Efficacy>80 lumenstwatt ❑Exemption Applies to luminaires> 100 Watts ❑Controlled by motion sensor Tradable Maximum Allowed Lighting Wattage NOTE? Base Site Allowance: 500 Area(W),perimeter Allowed Wans glowed Wads Tradable Surfaces Surface Description (If)or#of items per ft2 or per If x ft2(or x If) Main Entry Door 18 20W/LF door 360 Other Entry Door 3 20W/LF door Unlit Open Area Sales Concession Window Wall 172 0.25 W/ft2 43 Total Allowed Tradable+Site Allowance Watts: 903 Tradable Proposed Lighting Wattage"ore z Number of Watts per Watts Tradable Surface Fixture Description NOTE 3.4 Fixtures Fixture NOTE 5 Proposed Main Entry Door 14W LED 5 14 70 Open Area Sales 14W LED 1 14 14 Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: 84 wafts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non-tradable categories. Non-Tradable Maximum Allowed Lighting Wattage Site Allowance Remaining: Soo Area(ft),perimeter Allowed Watts Allowed Watts Non-Tradable Surfaces Surface Description (If)or#of items per ft2 or per If x ft(or x If) Non-Tradable Proposed Lighting Wattage"o,r><2 Number of Watts per Watts Non-Tradable Surface Fixture Description NOTE 3,4 Fixtures Fixture NOTE 5 Proposed Non-tradable proposed watts may not exceed allowed watts for any individual Non-Tradable Watts Exceeding LPA: 0 surface unless the total excess watts for all non-tradable surfaces are less than the remaining site allowance. Remaining Site Allowance: Exterior Lighting COMPLIES WITH MAX. Note 1-List all unique exterior sufaces per Table C405.5.2(2)that occur in the project scope.Select exterior surface caleg down menu. I�.t Note 2-List all proposed lighting fixtures including existing-to-remain fixtures. i x Note 3-For proposed Fixture Description,Indicate fixture type,lamp type,number of lamps in the fixture,and ballast type ica /e) Note 4-Existing-to-remain fixtures shall be included in the Tradable and Non-Tradable Proposed Lighting Wattage to s ar a ra�r as new fixtures.Identify as existing in fixture description. �4 Note 5-For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer o oth Cbt�p �tp luminaires with screw-in lamps,enter the manufacturers listed maximum input wattage of the fixture(not e I mp R voltage lighting,enter the wattage of the transformer. sF()IV EXPfRES April23.2017 January 15,2017 IL 1 t 1I 3M?CI• loll I Z,i1r11�7 �ii?'terr •ci Ihl•J I.11 Ilr' I 'f�l 1 ,1 I 1111�'�11�7 � 7111 1 1 t• 1 I I r.' / I - - - - ^ 1!. —11•t •II 1• �1 7� ItMp10 ::IulT I IiIi�T'j _ 2 j ! ylo INIIK �.'- .•r/1,r�.1:...N I = Jar Lit, ;:1`S.lill;�1.1 h4j"�IJ)It� mll�tii�]'�.`!•�.^_rT�•;[],.I �� I . 17 I I M+- To IVI .. 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G '1- �• 11 II-1 ' '.l -� I -.l l < of • :!1 •1_ •� 11. -Z••I I I ,1)• �) I I r l III, I IF 11•11 11 --PIA Or ,:•' loll 11 All + -':-r .�ynr oo 'blNn• r17111m. •,';I ' • y]ook n1V/ {F}�• _ ,�► rl{SJ •�1 ;�.1 I. I(_ _ / •.- tA1 :,j :•I 01 •.• . I• :o :A' K '.Q 6&ll .1-Y., V 10 I I -r 1I/. .` ,�,k - 1 •-S" a !mf wo- l� i11' I Ids ,tl-��' �:o• '.- i. .{ II1; t>✓I( - n•• ,: . CAI• •y n ' ••.S1}h•• •` 7 w 'N IIIII'4I I I /,tl Illhl IP.1'. 11111 I •11':•n 1 I -tom 1, �jll - II• I,I Lighting, Motor, andElectrical Permit Checklist, • I2016 Wasnington Slate Energy Code Compliance Forms for Commercial Buildings Including R2,R3,R4 over 3 stories and all R1 Revised July 2018 Project Title: Denali Sectional DNS-011 Pete 1/11/2017 The following information is necessary to check a permit appffcetfon for compliance with the lighting,motor,and electrical requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required In permit documents Documents Notes LIGHTING CONTROLS Lighting controls, For all lighting fixtures,indicate lighting control method on C405.2 plans for spaces and lighting zone(s)served,or exception general taken Luminaire level Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls C405.2 lighting controls;provide description of control (LLLC) capabilities and performance parameters For permanently installed lighting fixtures in dwelling units, C405.1 Lighting in dwelling indicate lighting control method on plans for spaces and units lighting zone(s)served,or demonstrate compliance with high efficacy exception C405.2.3 Indicate on plans the method of manual lighting control C405.2.1.1 (whether combined with occupancy sensor,automatic light DNS49 THRU yes C405.2.2.2 Manual controls reduction, daylight responsive or specific application controls), DNS-01 C405.2.4 location of manual control device and area or speclfice C405.2.5 application it serves C405.2.2.1 Manual interior Indicate on plans which method of manual 50%lighting load DNS-49 THRU xo° C405.2.2.2 lighting controls reduction is provided,or whether lighting load is reduced via DNS-51 C405.2.3 occupancy sensors or daylight responsive controls Indicate on plans the method of automatic shut-off control DNS-49 THRU during unoccupied periods(occupancy sensor or time switch) DNS-51 yen C405.2.2 Method of automatic for all lighting zones; shut-off control Indicate locations where automatic shutoff is provided by other methods(occupancy sensor or digital timer switch)or which time switch control exception applies Indicate on plans the spaces served by occupancy sensors; DNS-09 THRU C405.2,1 Occupancy sensor ONS-661 x'° C405.2.1.1 controls Indicate whether'occupancy sensor controls are configured to be manual-on,automatic 50%-on,or serve a space eligible for automatic 100%-on per exception Occupancy sensor Indicate aisleways and open areas in warehouse spaces C405.2.1.2 controls- provided with occupancy sensor controls that reduce lighting warehouses power by 50% xao C405.2.6 Digital timer switch Indicate required digital timer switch control function when DNS-49 THRU control is used DNS-01 C405,2,2.1 Automatic time Indicate locations of override switches on plans and the lighting switch controls zone(s)served,include area sq.ft. Indicate primary and secondary sidelight daylight zone areas on plans,Include sq.ft.; C405.2.4.2 Daylight zones- Indicate toplight daylight zone areas on plans,include sq.ft.; C405.2.4.3 Sidelight and toplight For small vertical fenestration assemblies(rough opening less than 10 percent of primary daylight zone)where daylight responsive controls are not required,provide fenestration area to daylight zone calculabon(s) Indicate on plans lighting zone(s)served by daylight responsive controls; Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) C405.2.4 Daylight responsive that apply; controls Indicate on plans the lighting load reduction method- `' AM continuous dimming,or stepped dimming that provides at least 4 WA`jy two even steps between 0%-100%of rated power; Indicate that daylight sensing controls are configured to «�a O>' completely shut off all controlled lights in the lighting zone Additional controls- C405.2.6 Specific application Identify spaces and lighting fixtures on plans that require lighting controls specific application lighting controls per this section Indicate on plans that display and accent lighting,and display GISTt3R C405.2.5- Display and accent case lighting are controlled independently from both general �S�nNAL �G` Items 1&2 lighting area lighting and other lighting applications within the same space; Indicate manual and automatic lighting control method S ApH123,20t7 January 15, 2017 MaR ~ gm=- III F 1 h Irla -'H11'rA - `4-T I•/'-` -• _'1► Yam._ ,._ .r�'-.1 JIC •_ti•• I � - L - n - •IH `•I -:I`� ;� 1 i lu Nql I�q!!- .-1 r�l�- �•1 d - � T-'• r 11f!- _ I"1.r_ /►q-•1 If.-.-. 1 I !e4 I i i �1'I _ �, � IIL I I • �1 +11 I 1 Iglu I r- R it rl ivii) IL lu I a I I I ► . 1 11 1 IT RNu — I I I If- II III I L-11., 1 II.. rl 1--`11Mc! . — . d — — — �' �,,otlJL_►• _ .� Ju It.;,it Ia I L I J _'s - I -WI / 1 1'lll [•: .411 IIN 1111 • 1 11 1 1 11 VA II II' 1 IU'f Lj ki I II ► .. • N . ► til V 1 •-T�• — J �H • -ram -• .r�•�rill 11011 M M . I NI 1111111111 1: VI I If III - 1 - — - - --- - - - - � 7IS�ICr-411fIT1 In hn r1 'A r 6�1 11 1.'1 7r I �1 ~- _ .� I'O1 -4Inu I J11111 _ 1:1 .1 I ♦ - 111 .I I U I HII'II f •- � _Ij � _ 111 — s• flT • - _ - � f. - Ln -brl _4 I I `y ,.' � - l� s�T•r '1f•i' —1, ( I' it —III I . !J Is I IJ ELF II I 1 �i1 I ]II ICI I IN II- I I I! 1 } - • -. - .ten• �I„- �r - - .� - 1 I (Nilll ;IJr 1- r. ►Il III �/I 1 I1 1 I �1 n}.i�11 •"• _u.- _I t.� 1 NI r .� - J n` II :14f ;A .•1 WTI Ip• .r1.1 111 ► :►• I I^: All NII .•'NI - yC (, .:I . • IL' I 'IV' III I r!I II• I • l�1 � � I 1 - 1. �� I - 1 � •' r 'fir .�� - � 1 y I W; I 1 :11• 1 + '� ` J' . r L I1. -a Il _ Il 1111. uJ- Y _,• ` IIF -71, 46 - off.: III L Irl.I III •1 I -viva 1: L 4,Ai rl — - I n l..l 1 11 Il. -' _I+ �— - -• - Lighting, Motor, and Electrical Permit Checklist, Pg. 2 LTG-CHK' 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2.R3,R4 over 3 stories wild aM R1 Revised July 2016 Project Title: Denali Sectional DNS-011 Date 1/11/2017 The foffowing information is necessary to check a permit application for compliance with the fighting,motor,and efectrfcaf requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes C405.2.5- Hotel/motel guest Indicate method of automatic control-vacancy or captive key Item 3 rooms control of all installed luminaires and switched receptacles In guest room C405.2.5- Supplemental task Indicate method and location of automatic shut-off vacancy Item 4 lighting control for supplemental task lighting,including under-shelf or under-cabinet lighting Indicate on plans eligible wort-visual lighting applications, include sq.ft.area of each lighting control zone; C405.2.5- Lighting for non- Indicate on plans that non-visual lighting are controlled Item 5 visual applications independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control Indicate on plans that lighting equipment for sale or Lighting equipment demonstration are controlled independently from both general C405.2.5- for sale or area lighting and other lighting applications within the same Item 6 demonstration space; Indicate method of manual lighting control and applicable automatic lighting control Identify on plans egress fixtures that function as both normal and emergency means of egress illumination; Provide calculation of lighting power density of total egress C405.2.5- Means of egress lighting; Item 7 lighting If total egress lighting power density is greater than 0.02 W/sq. ft.,indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; Indicate method of automatic shut-off control Indicate on exterior lighting plans and fixture schedules the DNS-49 THRU automatic lighting control method,control sequence,and DNS-51 locations served; For building facade and landscape lighting,indicate automatic Exterior lighting controls shut off lighting as a function of dawn/dusk and fixed xaa C405.2.7 controls opening/closing time; For all other exiedor lighting,indicate automatic controls shut off lighting as a function of available daylight;include control sequence that also reduces lighting power by at least 30% between 12am-6am,or from 1 hour after closing to 1 hour before opening,or based upon motion sensor Exterior building For building grounds fixtures greater than 100 wafts,indicate C405.5.1 grounds lighting on plans whether fixtures have efficacy greater than 80 lumens controls or;are controlled by motion sensor,or are exempt lighting per C405.5.2 Area controls- Indicate location(s)of master control switch(es)intended to Master control control multiple independent switches;circuit breaker may not C405.2.5 switches and circuit be used as a master control switch; power limit Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% To comply with additional efficiency package option,indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming,or exception a,` C406.4 Enhanced digital taken; lighting controls Include calculation of percent total installed interior lighting . apt` WArC/y� power that is configured with required enhanced lighting control O functions(min 90%to comply with additional efficiency 4 �/►�� package option) ~ h If claiming lighting system commissioning exemption provide supporting calculation; 0405.13 Lighting system Identify applicable commissioning documentation requirements +Q 39076 p �f+1 C408.3 functional testing per Section C408 or eligibility for exception; STIRR� Provide written procedures for functional testing of all MAL automatic controls and describe the expected system response January 15,2017 OWN,IRWISIM _ ti — —n o i A . — — — 1+ -1 —ter/Ucrl_ jr--- 1 - r1f,_- . - _�� - n- 1. r • r �N.i f- - T �.1/_ -.a _ - — ^I►�� i •I 111v.- _ Ir=_ � ��r_ - `II- —�:— �_ - 1 - ,t 1 rn 1`.• .►� - R�Ir h ur►f1 =�: _ - � —4�•-•- I 11 1 L' I _IINI.'J, I _ m Iwo, ,Iim W Ill 1I1 .111 dlJ_ I IrNIN '' jw >1 10 1 Ill I I 'II m I till Ir -• •111". 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Al vi — .. — — — - 1/ ± — — — — - — �L _ 11 1/, .11 1: -wr 1 dl JIIU 1.• 1 I low n 11'tll— u 1 '. •b--Yhn�.I,brn. I — — N i �: 1— �.y� INII it .[ _311. 11 In 11 111 Lo l'1 Llr. l N', Vl-Io l' I111.I Ill II 1. la:. �1u - — — - Il- to,il �� 'ram"".' T�I` r •1 1�1� `� �� - L--r ter►, �l � I _� I - 1�1� 11.11 VII •or Uu Ix: 'I J •11 Al I I • - - I JI 1 i III 1 >y'1 Itt` . • - •ti 1� I_1.1 old . r�r —1f+}` • F .NI I I>Nl I 1 1'-11"L-III u I I', m 1 1.u1 L. �d'l IJ 1 1 I Ilr �l 1.14 U11 .L Lighting, Motor, andElectrical Permit Checklist, • 2015 Washington Stale Energy Code Compliance Forms for Commercial Buildings including R2.R3,R4 over 3 slodes and all R 1 Revised July 2016 Project Title: Denali Sectional DNS-011 Date 1/11/2017 The following information is necessary to check a permit application for compliance with the fighting,motor,and electrical requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na)I Code Section Component Compliance information required in permit documents Documents Notes INTERIOR LIGHTING POWER&EFFICACY Include all luminaires in lighting fixture schedule;indicate DNS49 THRU fixture types,lamps,ballasts,and manufacturers rated watts DNS-01 per fixture; C405.4.1 Identify spaces eligible for lighting power exemption on plans Yen C405.4A Total connected and in compliance forms;indicate the exception applied; C405.4.2 interior lighting power identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms;indicate the exception applied; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently C405.3 Exit signs Indicate location of exit signs on plans and rated watts per Fixture in lighting fixture schedule(maximum 5 watts per fixture) If high efficacy exception is applied to permanently installed Lighting in dwelling lighting fixtures in dwelling units,Indicate in lighting fixture C405.1 units-lamp efficacy schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project(min 75%to comply with exception). Reduced lighting For project with dwelling units,to comply with additional power density- efficiency package option indicate in lighting fixture schedule If C406.3 dwelling unit lamp lamps in fixtures have efficacy rating of 60 lumens per watt or efficacy more.Calculate percentage of fixtures with lamps that have this efficacy rating(min 95%to comply with option). Lighting Power Calculation-Indicate compliance path taken Building Area Complete required compliance fors—proposed wattage per DNS49 THRU Yea C405.4.2.1 (Method (building area does not exceed maximum allowed wattage per ,DNS-51 building area.Identify locations of building areas on plans Complete required compliance fors—total proposed wattage C405.4.2.2 Space-By-Space does not exceed maximum allowed wattage.Identify locations Method of space types on plans,including retail display areas,lobby art f &exhibit display areas,and ceiling heights as applicable To comply with additional efficiency package option, Reduced lighting demonstrate in compliance fors that total connected interior C406.3 power density lighting wattage)s 75%less than the Iola)maximum allowed lighting wattage via Building Area Method or Space-By-Space Method EXTERIOR LIGHTING POWER&EFFICACY Include all luminaires in lighting fixture schedule;indicate DNS49 THRU fixture types,lamps,ballasts,and manufacturer's rated watts DNSS1 per fixture; Total connected Identify exterior applications eligible for lighting power Yos C405.5.2 exterior lighting exemption on plans and in compliance fors;indicate power exception applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting;include exception claimed for each fixture or group of fixtures under exception category Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ Exterior building For building grounds fixtures rated at greater than 100 watts � O C405.5.1 'that are complying based on efficacy,indicate rated lamp t grounds lighting 4 h r"• O efficacy(in lumens per watt)in fixture schedule '" 2 Exterior lighting Complete required compliance for—proposed wattage for Z C405.5.2 power calculations exterior lighting plus base site Mowed does not exceed maximum allowed crsrE4 �� ss�nNAL �G ID(PMS April 23,2017 January 15,2017 II I n Yr ■ I1 r.�_�r•�� ,��>�n�!�1 1 � -.•lay 1.1 — — — — - - — — —I — — — . — maim_ I•r. h4111 - — — — — — r � IL III I 1 1 1 n1w I -1: ■11 11 I r, IIt IN I ■ IM1I 1 11 Vmn 111 A-51. 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I-I ■ I II 1 _ I J 1 111 1 1► :1 I 1 (, ■ Tr Va U wy - 1 I y1'Jai� —1 11 111 I I •• I11 II I I 171I -I 70 .- .�1 1 �r A: 1 -- n ,1 - — - — I - -I - P 1 401 1 � •� _� � F - II — I \ 1 I 11 :r 1■I 1J � 1 ' Lightin • Motor, and Electrical Permit Checklist, ' • 2015 Washington State Unergy Code Compliance Forms for Commercial Claddings Including R2,R3,R4 over 3 stories and all R1 Ravised July 2010 Project Title: Denali Sectional DNS-011 Date 1/11/2017 The foffowfng information is necessary to check a permit application for compliance with the fighting,motor,and electrical requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compllance information required in permit documents Documents Notes MOTORS&TRANSFORMERS C405.6 Electrical tranforners Include electrical transformer schedule on electrical plans; ndicate transformer size,efficiency,or exception taken Dwelling unit Indicate on electrical plans that each dwelling unit in Group R-2 C405.7 electrical energy consumption has a separate electrical energy meter Electric motor Include all motors,including fractional hp motors,in electric C405.8 efficiency motor schedule on electrical plans;indicate hp,rpm,rated efficiency,or exception applied For luminaires in each elevator cab,provide calculated average efficacy of combined fixtures that indicates efficacy is not less then 35 lumens per watt; C405.9.1 Elevator cabs Indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per ctm; Indicate automatic controls that de-energize lighting and ventilation fans when elevator is stopped and unoocupied for a period of 15 minutes or more Escalators and Indicate escalators comply with ASME A17.1/CSA B44; C405.9.2 moving walks automatic controls are configured to reduce operational speed to the minimum permitted when not in use C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive Identify all controlled and uncontrolled receptabes on electrical plans in each space in which they are required;include Controlled receptacle configuration such as spacing between controlled C405.10 receptacles and uncontrolled,duplex devices,etc; Indicate on plans whether the method of automatic control for each controlled receptable zone is by occupant sensor or programmable time-of-day control If"no"is selected for any question,provide explanation: End of htin Motor&Transformer Permit Documents Checklist p4 �'''w�N Li C C7 W4 RFc, ea`�� NAL t�G FIRES �Iijil23.21117 January 15,2017 n W - IA1K- � r • II- ,r'1 - -I —� _ 1 r j} �l 1� 1 �•1_ul +� — _I/• _ II FF••1!jmJi1L LA"JI :k Zia rCITA - - - —�• _ — •�_ — I _ _ IY 11 I �I oc_ - — - -it _ •till F.•IF•...• 11 III 4'\,'.�✓ •1101_• I I ` - � _/ ��I ,, I/ �1 IL _-ter•*�1 1 1/111 I I II: I I II I in rl I I 1 . 111 •1 � �I UI ' - N -.n 11 •1 /G•r.-� � I 4. IL I � IIIW Lrl 11 1 •7 IL • —11 Ir - - `- T In III .\ Ir1 IA_I 1 41 I _• NY�� 1 All 1 - - - - - - _ _ -_ _ram o—��l mr — —•. _ _ i P. It -1- �y III 1 - . - MI 1 A 11 •u I■:. +r I ti I 11 11 IN 11 I-� N 1 --4 IL III I 1 •.�11/r y 1 - ►111' •► f -��I I ?�1111 .�� 11 � u -1 I •� 1 1 1 11 111 um_gIIIM 7�fIW +k 11k•�fi4Vl,. a *WIIL VW'tot b•-e1%A 4 -tor'i 1f. 1 -spill- ■ - Ire 1'i - 1vMNl--.rf'1 -illy Sit/11i1: �I TT-r`� n--1 rrll�M d 1111j1.�,-�-,4 n '11 - - - '►• I Aj T I N Y-tn I IQi IHT 111l-ju11111_ 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and>3 story R2 and R3 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1.and>3 story R2 and R3 Rowsed June 2013 Project Info Project Address CXT Precast Products, Inc_ Date 1/11/2017 3808 N. Sullivan Road ForBBuilding Dept.Use Spokane, VA 99216 Received Applicant Name: CXT Precast Products, Inc. 7 Applicant Address: 3808 N. Sullivan Road FEB 01 2017 Applicant Phone: Spokane, WA 99216 Plt> Project Description Briefly describe mechanical system type and features. __.Includes Plans Drawings must contain notes requiring compliance with commissioning provisions per Section C408 4 Simple System Complex System Systems Analysis Compliance Option - - 1Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fit)in the regOred information below. Cooling E ui ment Schedule Equip. Equip Capacity- OSA CFM SEER Econmizer Heat ID Type Brand Name' Model No.' Btu/h or Econo? or EER IPLV3 Option or Recovery Exceptions Y/N Heating E uipment Schedule Equip. Equip Capacity- OSA cfm Neat ID Type Brand Name' Model No.' Btu/h or Econo? Input Btuh Output Btuh Efficiency° Recovery Y/N Pan E tti nient Schedule Equip. Equip ID Type Brand Name' Model No.' CFM SP' HP/BHP Flow Controlb Location of Service Br-1 Fan :Fantech FX 4XL 170 N/A 1/8 HP CV Restroom Er-2 Fan rantech RVP-4XL 180 N/A 1/8 HP CV Concession Area Service Water Heating Equipment Schedule Equip. Equip Input Sub- -ID Type Brand Name' Model No.' Capacity Category EF' Location i<t�r,�url RwT HEATER NO SMITH IDEN-30 4.SKIN N/A N/A Og WA`y C�► x 4 If available. 2 As tested according to Table C403.2.3(1)A thru C403.2.3(8). 3 If required. 4 COP,HSPF,C nb , io i t' 9 applicable. 5 Flow control types:variable air volume(VAV), constant volume(CV),or variable speed(VS). e co er ex �y NA •1, EXPIRES April Z3,2u17 January 15, 2017 1( t'� •�� PermitMechanical • of 2012 Waslitagion Slate Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Raosed Junn 2013 Project Address CXT Precast Products,Inc, Date 1/11/2017 The following nformalion is necessary to chock a mechanical permit application for commercial provision rompliance vnih the 2012 VrNEC NOTE:Define rinf area 1n Excel prior to prhining MECH-CHK pages. Applicability Code SectI.nL Code Provision Information Required Location on Building Department Plans Notes _ GENERAL PROVISIONS Equipment Sizing&Performance Load calculations — C403.2.7 Load calculations performed per ASHRAE Sid 163 or equivalent per N/A Chapter 3 YES C403.2 2 Equipment and system Output capacity of nesting and cooling equipment and systems do not DNS-40 s¢inexceed calculated bads,note exceptions taken YES C403.2.5 Minimum ventilation Ventilation(natural or mechanical)provided per IMC;indicate mechanical ventilation is capable of being reduced to minimum reauirement Der IMC DNS-40 C403.2.3& Equipment minimum Provide equipment schedules or complete MECHSUM tables with type, C403.1.3.2& capacity,efficiency,test standard(or other efficiency source)for off YES C403.2.12 1 efficiency equipment DNS-40 N/A C403.2.13 Electric motor efficiency Provide equipment schedule with hp,rpm,efficiency for all motors;note except N A C403.2.10 Fan power limitation 'ran system motor hp or bhp does not exceed limits per Table / C403.210.1 1) N/A IAUd.2,10.3(Fractional hp fan motors Indicate fan motors 1/12 to 1 hp are ECM type or meet minimum efficiency &C403.2.13{ req. N/A C403.2 3 Maximk-um air coded chiller Indicate air-cooled chiller capacity does not exceed air-cooled chiller limit kope C403,2 1 Non-standard water-cooled Full-bad and NPLV values for water cooled centrifugal chiller adjusted for N/A chiller; non-standard operational conditions C403.2.12.1. Centrifugal fan cooling Large capacity cooling towers with centrifugal fan(s)meet efficiency N/A 10wiers 'wuirements for axial tan open circuit 0:10116W tMers C403 2.3 Forced air furnace and unit YES healers indicate intermittent ignition or IID,flue/draft damper&jacket loss N/A C403.2.3.3 Packaged elerinc heatinq/cookn t List equipment required to be heat pumps an schedule n uipman N/A C403.2.3,4 Humidification indicate method of humidification(note requirements for systems with economized HVAC System Controls&Criteria N/A C403.2.4.1 Thermostatic controls (Indicate locations of thermostatic control zones on plans,including perimeter systems Heat Pump supplementary Indicate staged heating(compression/supplemental)&outdoor lockout C403.2.4.1,1 N/A heat rem N/A C403.2.4.2 Setpoint overlap(deadband) mkircate 51F deadlband minimum for systems controNing froth heating& caolinq C403.2.4.3 Aulornatic setback and Indicate zone t-stat controls with required automatic setback&manual N/A shutdown override N/A C403.2.4.3.3 Automatic(optimum)start Indicate system controls that adfust equip start time to match load conditions C402.4.5.2 8 Indicate location of OSA,exhaust,relief and return air dampers;include N/A C403.2.4..f Dampers AMCA rated leakage and control type(motorized or ravel •note N/A C403.2.11 Healing outside a building Indicate radiant heat system and occupancy controls N/A C403.2.4.5 ISnow melt systems Indicate shut-off controls based an outdoor conditions N/A C403.2.4.6 Cornimbon heating Indicate modulating or staged control u, men) _ Group R1 hotel/motel N/A C403.2.4.7 s stems Indicate method for guest room automatic setback&set-up ofS'F minimum N/A C403 2 4 6/ Group R2/R3 dwelling unit indicate 6-2 programmable thermostats in primary spaces with minimum of systems Iwo setback periods:note exceptions taken C403.2.5.1 Oornand controlled Indicate high-occupancys aces ands stems requiring DCV N/A lvenlllalion P Y g N/A C403.2.5.2 Occupancy sensors indicate spaces requiring occupancy-based system control and method;or altemste means orovided to automatically reduce OSA when partially Fnclosed loading C403.2.5.3 ood 1parkvig garage Indicate enclosed loading dock and enclosed parking garage ventilation N/A ventilation system activation and control method N/A C403,2.5.4.1 Kitchen exhaust hoods indicate kitchen needs requiring make-up air,indicate make-lip air source and conditioning method Indicate lab exhaust systems requiring heat recovery,method&efficiency, N/A C403.2,5.4.2 Laboratory exhaust systems or alternative method taken(VAV,semi-conditioned makeup,or CERM 1A Af calculation) ►! b=n¢rgy reaery w - (Indicate ventilation systems requiring ER,method&efficiency;note WA`lyj,_CIf► N/A C403.2.6.1 vermdalion systems exceptions 0 y C403 2 6 2 (Energy recovery- Indicate on-site steam heat- requiring qa• ��N/A (condensate s stems rig systems energy recovery C403.2.6.3 Energy recovery- Indicate remote refri condensers requiring ER and use of r` ~ NIA condenser sysfems 9• q 9 captured energy / r.. R�3�ti�v w� CISTBR `�s�nNt+►U e�� UP11IMS 1pril 23,Z017 January 15,2017 i Mechanical Permit Plans Checklist - Page 2 of 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised Bunn 2011 Project Address CXT Precast Products,Inc, Date 1/11/2017 e[allowing information is necessary to dleck a mechanical permit application for commercial provision compliance min 2012 WSEC, NOTE:Deflna nt men 4r Evcol prior to ntin 1NECH-CHK a ea Applicability Code Section Code Provision l.ncahon on Building Department ( es.no.na) Information Required Plans Notes GENERAL PROVISIONS,CONTINUED HVAC System Controls&Criteria,Continued C403.2.12 Variable flow control- Indicate fan&pump motors requiring VF control&method(VSD or equiv N/A fans/tans controls) C403.2.12.I Variable flow control- N/A coolin lowers Indicate cooling tower fans requiring variable flaw control and method N/A C403.2.12.2 Large Volume fan systems Indicate fan systems requiring airflow,reduction based on heating and cooling demand;or exception taken C403,2.12.2 Singfe zone AC systems Indicate method of cooling demand-based fan control for sys.?110,000 N/A loluh N/A C403 2.4.10 IDDC system capabilities Identify all DUC system input/output control points and indicate capability r �Lc4i01:1110aE Ducting Systems C403.27 1& Indicate all ductwork constructed and sealed per IMC,C402 leakage N/A C403 7 7 3 Dud construction requirements and IBC vapor retarder reouirements N/A :403.2.7.3.1 1 Duct pressure classifications Identify location of low,medium and high pressure ductwork on plans N/A C403.2.7.3.3 High pressure dud leakage Indicate high pressure duct leakage testing requiremems on plans;provide test test results to Jurisdiction when completed N/A C403.2.7.1/ Duct insulation Indicate R-value of Insulation on ductwork Piping Systems N/A C403.2.8 (Piping insulation Indicate R-value of insulation on piping N/A C403.2.8.1 lPiping insulation exposed to Indicate method of protection from damageldegredation Wralher SIMPLE SYSTEMS Qualifying Systems - N/A C403.3 Qualtryring single zone Verify unitary or packaged equipment does not exceed capacity Itmits,does (systems _root have active humidifeation or simultaneous haetina/cnoliing C403.3 Quefffymg 2-Ppa heating Verify 2 i healing-only on system does not exceed capacity limits N/A systems N Pe 9 m y p t1l N/A I C403.3.2 IHydronic system controls Refer to Complex Systems Section C403.4.3 Simple System Economizers WA C403.3.1 (Air economizer required inaicate cooling systems requiring economizer controls;note in equip Schad. N/A C403.3.1.1.1(Air economizer capacity Indicate modulating OSA control capability up to 100%OSA,or exception N/A C403.3,1.1.3IA�trrds anizer high limit Indicate high limit shut-off control method per Table C403.3.1.1.3(2) N/A C403.1.1.2 Inlegi ales air economizer Indicate capability for partial air economizer operation for systems with vperal)on it E5,000 btuh Indicate ehi)tblo axcapllonfs)lala:n N/A C403.3.1 Air economizer exceptions and provisions to comply With COMPLEX SYSTEMS Complex System Economizers NIA C403.4.1 Air economizer required Indicate cooling systems requiring economizer controls:note to equip ached. C403.4.1.4 Economizer heating system Verity control method of HVAC systems with economizers does not N/A impact mcrease building healing energy usage during normal operation N/A C403.4.1.3 Integrated economizer Indicate capability for partial economizer operation for air or water econo operation systems N/A Moved Water economizer capacity IndicIndicate water eco m capable of 100%coding capacity at 50"F db/45'F wb C403.4.1.2 Water economizer Indicate precooling coils and heat exchangers do not exceed pressure(Stop N/A inaximimi pressure drop limit N/A C403.3.1 Air economizer exceptions Indicate eligible exception(s)taken and provisions to comply with y rP 39t)16 FC1S'l`84��• '4' �SInNAL April 23,2017 January 15, 2017 4 y Mechanical Permit Plans Checklist - Page 20t2 vvaMirrpton Slate Energy Code Comprranno Farms fOr Conxrgrdal,Group Rt,and>3 gory R2 and R3 Rcri.ed".2011 Project Address CXT Precast Products,Inc. Dale 1/11/2017 TM following information is necessary to chock a mechanical Permit application for COMMeiLial provision compliance with the Al2 415EC. NOTE:DWJna lnt eras In ExcW or to ndn NECk)CHif DO& Applicability Code Secu Code Provision Information Required Location on Building Department es,no,na Plans Notes COMPLEX SYSTEMS,CONTINUED Specific Sy torn Requirements C403A.2 8 N/A c403212 Variable flow control-fans Indicate fans requiring variable flow control and method N/A C403.4.2.1 VAV fan static pressure Indicate sensor locations on plans;include at least one sensor per major sensors duct branch N/A C403.4.2.2 VAV fan static pressure Indicate fan system static pressure setpoinl based on zone requiring most se ant pressure VAV systems serving mufti- Indicate supply air systems s N/A C403.4 5 erving multiple zones that are required to be VAV,method of primary air confrof,and zones served;note exceptions zones taken N/A C403.4.5.4 VAV system supply air resat Indicato controls that automatically reset supply air temp in responso to loads N/A C403.4 Large capacity cooling indicate method of multi-stage or variable control for building cooling aystems system capacity>300 tons N/A C403.4.7 Hot gas bypass limitation Indicate cooling equipment unloading or capacity modulation method N/A C403.4.3 Large capacity boiler Indicate mufti-stage or modulating burner for single boilers>500,000 btuh s stems N/A C403.4.3 (Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers N/A C403.4.3.5 Chiller 1 boiler plant pump Indicate capability to automatically reduce overall plant flow and shut-of isolation Now through chillers&boilers Wien not in use C403.4.2 'Variable flow control- Indicate pumps requiring variable flow control&method N/A C403.4.3.6 (pumps C403.2.12.1 Variable flow control- N/A &C403.4.4 cooling towers Indicate cooling tower fans requiring variable flow control and method C403.4.3.4 Hydronic system part load automatically N/A controls reset supply water temp AND reduce flow by z 50%for N/A C403.4.3.2 Two-pipe changeover Indicate deadband,heating/cooling mode scheduling and changeover systems temperature raine N/A C403.4.3.3.1 Water loop heal pump- Indicate capaDNlty of central equipment to provide min.20°F water supply deadband tern deadbatd between heat reiection and heal addition modes, N/A C403.4.3.3 vtstar ioop neat pump- Provide neat exchanger that separates coding tower and heat pump loop in heal raiectlon Climate Zone 5 IN/A C403.4.3.3.3 6u13(ar loop heat pump- fndfcate 2-way rsofet/on valve an each heat pump and variable Row control isolation fors slams with total pump Dower>10 Inc, N/A C403.4.6 Condenser water heal Indicate system provided to pre-heat service water and efficiency recovery N/A C403.5 Ccoler/freazaf.anti sweat IIndicate w/af d control method for walk-in coolor ireezer door anti-sweat heaters heaters Cooler/freezer-evaporator N/A C403.5!6 ndirate motor type for evaporator and condenser fans<1 hp SERVICE WATER HEATING 19ervfce water system YES C404,2 eater-heating equip min. Provide equipment schedule or complete MECH-SUM table with type. Vliciancv 9AR@9ty.efAciancy.fast standard lar cow affmienc source DNS48 YES C404.3 Temperature controls Indicate temperature controls have required setpoint capability DNS48 YES C404.4 Heat traps Indicate piping connected to equipment have heat traps on supply& DNS48 discharge N/A C404.5 Insulation under water (heater Indicate R-10 insulation under tank YES C404.6 Service water piping Indicate R-value of insulation on insulation piping;note exceptions taken DNS48 C404.718 Circulation systems and Indicate shut-off capability based on occupancy and periods of limited N/A heat trace shut-off demand N/A C404 9 Group R-2 service hot water Indicate method of usage metering for dwell.units served by central HW Pools R In-(round Pormanonily InsleNed Spas Pool heating equip min. Provide equipment schedule or complete MECH-SUM table with type, A C404.10-1 capacity,efficiency,test standard(or other art source),heat pump heaters T N/A efficiency W a OP p4 `!�► C Indicate automatic on/off control based on scheduling$accessible on/off N/A C4fM.10.i/ Pod heater on/off controls switch on heater that operates independent of thermostat setting;or O�t7 N/A C404.10.3 Pool covers Indicate vapor retardant cover and insulation rating as required N/A C404.10.3 Pool assembly insulation Indicate rating of insulation on sides and bottom of pads heated to>90°F N/A C404.10.4 Hest recovery Indicate method,exhaust air temperature reduction and recovered energy �s101VAL a�G EXPM April 23,2017 January 15, 2017 � - V CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 ` PHONE; (360)403-3551 BUILDING PERMIT Address:127 W Cox Permit#:1314 Parcel#:00461804500801 Valuation: 165000.00 OWNER APPLICANT CONTRACTOR Name:ARLINGTON CITY OF Name:City of Arlington Name:CXT Precast Products Address:238 N OLYMPIC AVE Address:238 N Olympic Ave Address:3808 N Sullivan Rd Bldg 7 City,State Zip:ARLINGTON,WA 98223-1358 City,State Zip:Arlington,WA 98223 City,State Zip:Spokane,WA 99216 Phone: Phone:360-403-3457 Phone:800-696-5766 x3228 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 1 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRCI 10. A S TAX NOTICE"::"lies tax relating to construction and construction materials in the City of Arlington must MTrted on your sales tax return form oded City fAr t n 31 A. 13—I� _ �Ajj-h& S gnature Print Name Date elcascd By Date CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZE ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY, ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 2/8/2017 Building Permit Fee $1,889.24 2/8/2017 Building Plan Review Fee $1,228.01 2/8/2017 Processing/Technology Fee $25.00 2/8/2017 State Building Code Surcharge Fee $4.50 Total Due: $3,146.75 Total Payment: $0.00 Balance Due: $3,146.75 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit Information Date 2/1/2017 Permit Number 1314 Project Name Haller Park Restroom Applicant Name City of Arlington Applicant Address 238 N Olympic Ave City, State,Zip Arlington,WA 98223 Contact Marc Hayes Phone 360-403-3457 Email mhayes@arlingtonwa.gov Permit Type Commercial New Site Address 127 W Cox Valuation 165000.00 Status Applied Permit Issued Permit Expires Square Feet 668 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use]Installation of Pre-Fab Restroom Assigned To Kristin Foster Property Information Owner Information Parcel#:00461804500801 ARLINGTON CITY OF ARLINGTON CITY OF 238 N OLYMPIC AVE 127 COX AVE ARLINGTON,WA 98223-1358 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# CXT Precast Products lRob Walker 800-696-5766 x3228 Irwalker@lbfoster.com 11CONTRACTOR Review Date Type Description I Target Date Completed Date I Assigned To I Status 2/1/2017 fCommercial Building 2/8/2017 lKevin Olander 11n Review Fees Fee Description Notes Amount Processin frechnolo Feel 341.43.00.021 $25.0 Total $25.0 Notes Date Note 2/1/2017 Need Contractor License#and an out of city. Uploaded Files Upload File Date File Uploaded B 2/1/2017 4:08-52 PM 1.314 Haller Park NREC Mechanical. df Foster,Kristin 2/1/2017 4:08:52 PM 1314 Haller Park Apqlication. Foster,Kristin 2/1/2017 4:08:52 PM 1314 Haller Park NREC Li htin df Foster,Kristin ;�Y tj COMMERCIAL APPLICATION �,��.+°z PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: !- 11kxl � Valuation: IDS Ot�D Project Address: Parcel ID#: Legal Description Owner: ('dr-jC (f. JVA""D_A Phone Number: ? ).dh .:j,*l Address: �j�j �, Q(`�MT�U �� City: ?q4J,6TUA State: WA— Zip Code: 11!!b2.7-2, Engineer: Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: General Contractor: OCT }�QJI;(" >J(,-� Phone Number: Si�1.gLl.�1(o!p Cell Phone: E-mail: -com Address: ;V-OQq2pl 4�11��ik�.l "�ity: State: W k Zip Code: 6A2AV Contractor's License Number: Expiration: Contact Person: MA14,- RkIM Phone Number: 2- ),�(7. Cell Phone: E-mail: PAIAN-1- s 10 ftA1aJk,1[ s1W1r,L D� Address: lcf?wD �:_ATI+ 1wG KIF- City: kn%,A✓yp A State: �n k Zip Code: 'J(7Z2_;& Proposed Scope of Work: 10SRWIL ."d W 2ff25*? yyn�� REV 2015 Page 6 of 9 ,• �3. i`.► 1: 1. is v i.-i'IT COMMERCIAL APPLICATION e • �•pjl�G`p PERMIT SUBMITTAL Department of Community& Economic Development 1 City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 Project Name/Tenant 1- Mloy- Site Address 120 \ Bldg/Unit/Suite IBC Construction Type IBC Occupancy Type Description of Use D*112 VHM- <r PrAn Building Square Footage [aL& _ Number of Stories Square Footage Per Floor lldb Will there be any installation, modification or removal of the following?(Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/fumace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation, changes, modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 I � t � �2 r � . �, 1 S � .. ♦i G91. h. t . ! COMMERCIAL APPLICATION • �o� PERMIT SUBMITTAL�G Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 Name of Project: flmLor- _ Project Address: 170 \41 tOy- Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City.The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed, for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports,on site, for review. REV 2015 Page 8 of 9 : � _�, i ... COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner: The project owner,or the architect or engineer acting as the owners agent,shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: 0"DA Date: o2✓ I I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. _f tAplicants Signature Print Applicants Nam Date aeWA�_rnount FOR STAFF USE ONLY Received FEa o 'c 2017 Permit# Received Receipt# Date Received REV 2015 Page 9 of 9 e t t .t N ! CXT Inc. (Precast Div,isiona �I calculations Deatli Section u DNS-W 1 Structural Analysis r Design Loads 400 psf Live Floor Load 230 psf Ground Snow Load Wind Speed—150 mph Esp.C Seismic Design Category:D Design Standards 2015 International Building Code ASCE 7-10/ACI 318-14 LI,752 Bullet Resistance Classification:Level IV Report#:2012-647 CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED DA " � - Sy NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR Received FEB 01II2017 THIS REPORTCOWAINS74PAGFS,INCTUDIN+THIS COVERAND'METABIX OF CONTENTS ANY.1DDI11ONSTO, 'JXMITIONS OF,OR l'NAUTHOREFD USE OFEXCERFTS FROM T}ILS REFORT.VIE E.tTNESSLy FOARID➢LN +` oe w��ywfC' �r x a April 23,2017 January 15, 2017 t 1'iOTO—KIJ51A fir) YID ;'Y3tu M_%93Q C) !Ir UUM C13VQA9gA ve �+rao ttita �Ru ns1'1 M4 i. 1 Table of Contents Rcscrigtio P�elsl 2015 International Building Code A SCE 7-1 n?ct)WR5 and C&C Wiad Lo ds 1 ASCE 7-10 Snow Loads 2 ASCE 7-10 Seismic Loads 3-5 Roof Panel Analysis 6-11 Wall Panel Analysis 12-69 Floor Analysis 70-71 Building Analysis 72 Appendix:(providcd Lim Request)UL-752 Bullyt Resin t cc Testinee All attached documents are for reference only and designed or approved by others. THIS REPORT CONI'ANS 74 PAGES,NCIAIDNG THE COVER.IND RHS TABLE OF CON- NTS ANY ADDITIONS TO, ALTERATIONS OF,OR UNALMIORWI)USE OF E\6 RPIS FROM TII IS REPORT ARE r.NPRESSLY FORRRTDFN �1L1,IAA1 - Q w,uy�C' 4 QlSTIS Q► sr 'MAL EXVAES kpr1123.2017 January 15, 2017 i 1� ol �tt _L,l,. 4; Denali Sectional CXT, Inc. (Precast Div. DNS-011 (WA Pase: 1 or 60 17 � •� � Date:01/13/20 Main Wind Force Resisting System Loads(ASCE 7-10) Dendl SMIJ"Il DK"Il Cate r R Stt TaUlo I.s•1 RisL Catc or Budldin .nd Oder Se-u nes. Evesu. C See-26 7.3;Ewasure Cn(ogDnxs.General Velocity 150 no .Sac Fi c 26.5A Ono 26 5C:Basic Wind Speed 13 second Gust) f3 h wed 7 73 4 Windward call hciglt h.lee 7 73 n Iccsvad wall Iet a W building 1717n tKdth ofde budding h I-buildhig 38n Ungth of the building H buil4mg 13,OR R fiei d of uec buiddin to ue rid Eoler 0 if unkno%m Roof give I 7AIM Roof PiLch r foot N 30.92 do RoefAnale i:d O.R Wind dimedorali fhcto,0 85,h.usin lend comhinnuons.I 0 o(hersvisa K, k1lo 3 a 2 3 R. 0.Ou rh ti - Kr Ono iecorik..2611-I MWlinlicrs fiu cMw� T.rbWa Iucxl raclor lCn ••}•••»»•tj•»r••••••• =a i { 3 12n I Towsraptic factor L ih tO.414 n me. or Let u } 1 t 720 N.wral fee une Fic.tolky Mind B.,Idi.11 11cxebehm a 9-5 Terrain fu to, t r 900 it Trnainn fbctw Q t e 1 Vda1lY Prcssum E arc Cae?tcka 1 �. K z a847 a wnxfi\anl<s\r . IN...• •T....... o VcIwm Prusutc 27)2) s 1.151, , 2 41.56 psf I jcbhl. IT,w of Hoof•Gable or Hip? Ponially Enclosed if Ile building meets both of de following wnditiau: I.Toul wca of opening,in one wall cxcccds area of openings in the bW-.of de building by mac dean 10% 2 Talal area of openings in one Wall exceeds 4 sq It.w 1%of area of that wall and the total area of openings in the balere,of the building does nat exceed 20s/ of the area in de balance of the budding Zone Ow"a Ate. Gross Area Ain Aoi Ceedidou l Cotdf ion 2 Cordduon 3 Cadidon 4 TY Wnd,,wd.id-11 0sq(1 1 2944sq n 1 1304.5. (IO, n 1 019) (1,00 1 0.w 0.00 Enclosed W9ndwmd end%all 0$ n 1 172.a1 n I 142a t sq n 0 sa n 0.00 0.00 0.4 6 0-w Enclosed Lemawd lidowil Ol 11 x94.4 R 1304.s, n 0, n 0,00 000 aw kou Enclmed Leeward cndwau Os n t78.a n I420.1 n a. n 1 aw 0,00 1 000 Doe Endoied Roof Ol n 6.4 s. n 94`s Mill nt n 1 0.00 OOn 1 0.00 0.on Enclosed Enclosed Gw1 Factor•(26 9) G= U.xi External Pressure CoePacients C 0R See 27.4 4 RoofOw4hansis Pressuerse 0.a Witdnand all Use wide IFiz 27.1.1 1 .7.48 asf Cp 410 Sw Ic4usad wall(wand normal to rid (Use wrath LIl 1posiukv 7.49 f 41259 L"%wd wall wind IIc1 to nd (the wide gill -0.7 Sidewalk(Use wide h)Fit 27.4.1 Pos Windward Ne Windward [<cnard Reef Pmssure C, d ens(Fig 27.4.1)Norval to Roof Pressures Wfad Perpendicular to Ridge wf R.1 when Thou I 11degmcs 0.214 A217 -01 8> lode a1 Nc u\v Yaetra1 15.06 t 0 to W2 WZ to h h,.2h >2h w/Pontdsx iticnw .28,68 got RoufPressure C-IfidmIs(Fig 27 4-1)Nwma1 Ia .0 9R -0 tlG -0.SJ -0 39 *R'ORST CASE LOADING Ri wden Theu<10 do Roof Pressure CoeReiorm(Fig 27.4-1) -0.9n 41.90 -0,50 AARAl1.EL 10 Ridae Wall Pressures: WI Ne use wf pusnot buccal Roof Prelsores:Wind Parallel to Roof Pressures:Wind 1Vtndwmd 31,74 pif 2a78 pif rid for all .W.luaev Perpendicular to ridge for 8<10 Le-d wind normal -10,00 pf •23 14 .f Location I w/Positt\'o Uttcnal el lccwvtd-ad papdieb •16,00 Psi •17.70 pif Ora NS .392R pa w/Poan\e l.w al Sidc Wall .17,21 pr •32.x1 f h/2 I.h I •39.28 r 0 to N2 n-OIL pf h to 2h -25.1 S paf W2 to b 0.00 lur Adthti-xi 0,atnrt Prrs-, 1 28.26 pr 0-2h -IB-Oa xf hw 2fi 0.00 pr O\cr 2b 0.00 oaf Wea1Speed. Isor n Roofsl 719:12 COMPONENTS Rican oof esurc: C HeigM; 11L41 R &CLADDING ERectice Atea Zone 10J so a IOOA* n swA ca rt 1 4236 wF 36.61 wr -3k01 itif 3245 oaf •34.05 par 32.45 par 2 .50.67 pf 36A I pit 42-36 par 32-45 paf 42.36 pf 32 45 psf H[Wr presswes at the edge lino only applies to oeor pitches>7 2ah 48912 ruf -74,31 pa .74 81 pof degrees 3 •SO.67 Vif 36.61 p,f 42.36 par 3241 pof 42,36 psr 32.43 par • 3oh 1 -R3'12 .74,81 mr -74.81 pif 4 -46.52 luf 40.76 pof .38-21 ppf 33.70 vF -34.05 W 28.29 mf 5 •53 rl psf 40.76 pIX 1 4652 p6f 33,70 p9 .34,RS p,f 2tl 29 f a: awn Denali Sectional C X Inc. (Precast Div.) DNS-011 (WA) Page:2 of 60 9 Data:01113/2017 ASCE 7-10 SNOW LOAD CAI.CULAT'ION Category II See ASCE Table 1 5-1:Risk Category of Badine and Other Structures- Exposure C See§26.7.3.Exposure Categories,General. Pg 230 psf See ASCE Figure 7-1:Ground Snow Load W.buildin g 1717 ft Lengili of the building L-building 38 ft Widdt of the building H.building 13 08 11 J FIE�ght of the budding, to the ridge) Enter 0 if anknown Roof Rise(per foot) 1 71875 1 Roof itch 13 30.92 dea Roof Angle ASCE'fable 7-3-Tber nal Condition: C All strttchtres exce Pas indicated below 1 0 Strictures keptjust above freezing an of ers wits co ,ventilated roofs in which the thermal resistance(R-value) between the ventilated space and the heated space exceeds 25*h (de *s t1/BTM I Unheated and open air structures 1 2 Structures intentiongy ke t below freezin 3 Continuously heated greenhouses with a root having a ennat eesistance value(R-value)less than 2 0*h (deg*sq ft/ETU) 0 85 C 1 2 (Choose from table above) 1s I ASCE Table 1 5-2 Surface Unobstructed ASCE C 74 Roof type Gable Hot Eave to Ridge Distance -windward 8 585 ft Roof Ex osure Partially exposed ASCE Table 7-2 C 1 ASCE Table 7-2 Cs 0.71054915 Slope Factor from Figure 7-2 Low Sloped?- No ASCE¢7-4 pf 193,20 sf' Flat Roof Snow toad P� 137.29 psf Sloped Roof Snow Load Use unbalanced? No ASCE§76 l P,„ H. 193.20 psf ASCE§7.6 1 pk,,jj 1 193.20 psf ASCE§7.6 1 Pt I,,,,,,t; 19320 psf ASCE§7 6 1 Distance from Ridge to Edge of P,,.,.,,, loading 0.0 ft ASCE Figure 7-5 v 30.00 Vcf Snow densi .7.7-1 of ASCE 7 S 1 669565217 Run Perrisc of l I ASCE§7 1 h 7,67 ft I lcigltt of drilling snow on leeward side hs 4.58 ft I let it of balanced snow Snow Load on Gable Structure 30 - i 25 i t a 20 `l - -STRUCTURE 15 --- r — — Safanced Snow e I 0 `� _ w-••Unblanced Snow 1 5 0 0 5 10 15 20 25 30 35 40 Structure Cross Section Denali Sectional CXT, 60 Inc. Precast Div. DNS-Olt (WA Page:3 of `"' � Date:01/13/201717 Seismic Loads (ASCE 7-10) Denali Sectional DIPS-011 Cale II See ASCE Table 15-1:Risk Category of Buildinu and Other Structures Ss V39 Mac Fxnh uake Gourd Motion of 0.2 see Spetual Res onm.Acceleration AVCE I,)tin 12-1 S. 0,738 Mac Earthquake Ground Motion of 1.0 see Spectral Rapowc Acceleration ASCFFigure 22-1 Site Class D Site closeiftcation Use D if unknown unless jurisdiction.or Meolochnical data deu mines Site Class E or F 1 ASCE 20.1 T, 16.0 scc Lang Period Transition Period AV'l'F,Fsgxrr Seismic Force Resisting Svslcm A.5 Inkmmedlale roast shear%calls A1t.'k'Tnhle 11.2-/ R 4.W Res nse ModiOcsllon Factor fy. 25 S%-Woi Over rucriol Fxtur C. 0.02 A eo agnate period paramder ASCE Table 12.0.2 x 0.75 Appromn=period pwiundcr IASCE Table 12&2 hn WO A WSW in feet from buc to higpico Wo ofstructurc Value 1• Woe 2- F, 1 interpolated Value WCE Tattle I1.4-1 1 1 •-Used for interpolation F, I 1 5 Interpolated Value IASCE Ta61e l fA-2 1.5 15 Vs W Ss 1.386 Ad'usttd MCE Spcctid Response Aacicrauon at short pcoods tiff l L.4-1 -F•Sr 1 1 122# jAdjusud Mt'F.S ccud Response Attelerauon at I see palod S'CL'1/4-2 OWE-Maximum canudaed cuthquake) IS.-W Sm. 1 0 924 g I Deup Spectral Aceelanuort Paranetas ASC'F-1/.4-3 Stu-N3 San, I 0.740 Dcsi 1 Spectral Acceleration Parancuts CfE II.4-4 Ix I I lirnpotunce Faux JAW.T.7nhle L5.2 Sekmdc Desk,ClettoryU B=4an5ns Bawd on Sn, IU T.d.11 62 Geotechnkst In%vitittation Report Required? Yes ner ASCE 11.8.2 and 11.8.3-IBC IM 1 V F FRA F' E-R CED 'f,=C,*hn' Appoximato fundamatWod ASCE 11 8-7 T 0.i 2 tee FundaromW permd of the Wueture(can be taken m Ta per ASCE 1282) C.-S-IM) 0.231 AWN 12.8-2 C.- U.tJ)4 AWK12.8-5&12,8-6 C. 1.589 ASI(W 12.8-3&12.8-4 C, 0.23 i k 1 000 AVM 12.8.3 W 233.60 ki 'V=C,•W 134.9f1 ki A9CE 12.8-1 .Meas kith.no.hwd K- 1414.1 k-R Overturning Moment with snow load !V-C, W 117,63 kip Shear without snow load ht,- 1228,51oR OverturningMomenl wkhour snow load WITH SNOW LOAD 11.8-12 J2.8-11:1).7 I2,10-1 Pr(t7azroof V„(Slor)' Fre cdq. Level Story Height h,or h, snow load) w; sv,•h° C„ F, sheer) h� Roof 10,41R 10.62R 193.2 sf 137.70k 14627k•R 0987 133.08 kip133.1M ki 11U1•1 5089 ki Walls U.Wft D.00R Flour 0.21 it 02l R 1 95,90 kip 20.0 k•R I U.013 1,92 kip 134 90 ki 1306 0 k-R 35,44 kr Banc 0 R O W R I W-1 233,W k 1482 7 k-R j K .414.1 k•R WrMOUT SNOW LOAD 12.8-12 12.8-11:11.7 12.10-1 Pr 111a1roof V,(Story Fr,;,apa,s„ Level Story M t h,orIt. snow load) w, w-hr Car- F, shear) irL Roof 10,41 R 10.62 R D psf IU7.79ki 1145.0 k-R 0.993 1 115.6t k' 11541 ki (10 k•R 1 39.84 kip Walls O. R o W itFloor 0.21 R 0.21 R 95.90 kip 20.O k•R 0017 2.02 kip II7.63ki 1204.01:41 33.44 kip Base 0 R 0.00 R W= 203 69 kip 1145.0 k•ft Mo-12285 k-R Denali Sectional CXT, Inc. (Precast Div.) DNS 011 (WA) Dace 01/13/2017 Center of Mass & Rigidity Denali Sectional DNS-011 x _ — __,I l.II 10.0 Lmr M ITI JS to _ Npi %RWNo YNeY1M1 lJnw ieiee OW Ie CeRs m.Co - _ t pie OL13+1--. 1306N_ 1 t. r 1743% 0A07/ 3A1/ 20 ,XSO /076 �!1 OOOK 1],GT15 "31 d// 170110 7GSIY 1111 p40D+V 12.>uTl 1{1 1// 1 1141/99 pA" SA4% 1.731 1// ITS 10.01F I% HA171 173120.HI w1 I. n Ot0.27,-- ,�,trtg 7m71 1101/1 1 161010 .)5.001 11QA/T 1 1 t t.aw. 484— 310 / 7 1 1 S1. 1/A t a K 1„4 t§�, �jp, t-aEdr— .�mnEd�i snownrve CeewW Qis+, _ Al-L 4.6 gms 0 9 121 flym RI.R 0 11T 1 a low am 123 a 2w It7A 11OL2 11100 Im lJ7,50 W 23LIS lag 17&4 my 6210 p++ Ie _).� 0 Is. It1q_ fal) map Sea IY rt11210 =7 117.58 Al z9LIG 142 MIDiw 62111 I 0 474 117 5 l / Ow mo RI.R �S 1 117.58 474 1.1616 M2 41" ITia Im.6 am r � -- '1 - - _ a 11 —E2— .—Wm 117.4 ! 2HA 0 1 A T• !1 / apa 7TnY atMl allln 1/)e 1. 0 TwN 1I 73YT 1 1171 T E '•tl. WYI w0t wYt tT 0W IQ � Wra 2 � rtol w r, al poor IY M6 Y Cents d Y ai. I •Md.NerYerM/41Wf1 Vflrl,s)ar/111 M M0lantra gips F •Ir emd tw"- IIa1KKrgle Reooed 1 owertl Lawar mgM l o—M UIpper Lan O"muming at tus to Resist O—W.lrw Anther Reereleh0e Anchor R.-tann. uwm IVe wnnec0on From Da.gn Moment M.- Morten, bedlaee 1-11a )Itl &JAcbech �checY _ T6 W. 080/ 4sW lterr dt T VA 31.42 .1 1 1 Yid N,i2 10 2014 won _ r i p51 3a!07 I0 1�!. .Sill V. W 3 72 70614 rr - ;0514 e 32.72 X5.14 a t0. T e 6 — 3aaT r >. 02 C.16 75.02 7 N72 IOM__ _ _ fa Ov i,g m ialenca—sides anly the v Ighf of t)e v H ale we�pM of Iha roof auppoRetl by the wall,and canneation ro adjacent walla Roof weight aappor%d by alhervmpa has net been censiderad Connection to edlocera wups ro roken as Iha wnner.9an capacity,not ro awed,fiat portico or Y)a adjocant wall weight that can be reasanehly aWlbuted to tl)a conrecpon. Denali Sectional 60 CXT,,Inc. (Precast Div.) DNS-011 (WA) Da Page:5 of te:01/13/201717 INA —h.ir:•q:I:.cka U[»g Bar Ad—Only lF+U.n+r)gate WILY a rarw[aan W. w14 w..e M-1 -.ward L.—Rigor i.w.rd Upper ion c..b—d Required Tmr.n M. nl Anchor RereWnca Amhor Reaietance L..ding Capadry per �.w-- Mo—,t MompM n�Y Base Prwhm 161 wl 75 -.rfY,S1Y4:_.r ]ti244L- t ! 1 401. p =_ 31.42 4 YA 09G t..l311 1," It hi I 54 Y 1 07 __- d6 .-. _ !FAI 4 7. • v 0 1—W 54 W10 1 So .A90 r 07 37.44 MY IF CID G&SI 7 = — 8 T 1 LOP 40,14 I Bnh` 409tl f Tr Rani__ 1 1 Wd2 to �[=- a - - ,Meq Wall OwM—ng Che"Urns Dace Mehen a1N C.n bM t.AdjAWL Wage mt .'. WILY d EM.Ear.rwrnr In.and a Waal.M.-m inw0 -C Baas Pnch.r Bam Pllcher Awgahle Ovalfuming UWr6mq M Sheer T.nr.n Redd—(IdpA) UMfy Check of Required A-1W. From Bam And— a—Ald-- My ^S Ca d %�Fsft U-Riht Leff Lo-RInht Up�,Lert 1 41 % m 7w - 2.1 .T 10 - - 2% n33 nr33 - 1 71 — - SCYS 4 IM I MI 1 46 1 01. 1 1 t VA2 1&6% IfM 7045 VA2 $4.5% 4q_17 I 1 WAS Vt 7 VA 1 1 7005 7095 W19 ]7.4% RaLi4 1 f 7 4 1. 1 QSS 1 4 1% WAS Denali Sectional aR:e of S C , Ins (PrecastDivj D R� A) my @Aa2ie7 Li ! � ; e �- _ ,! | ! ! ! ! - . -- . _ §\�§ � f � .:■..O�w'.; �§ 222°�k\� \§�f:;�:l;;,f§-� §;;»; •ƒa\! ��j� !2 s � ! /, ,! J.} o� �| @ ! ` Denali Sectional Page:?of 60 CXT,Inca Precast Div. WA,) Date:01l13l2017 DNS-011 (`'• 017 93�xp _ �yyLi 9 �' od m � 5 7 s `' � ,� fir E >� rRA S � � aJ ti ti %�j�.■ y - 9a o0 G tl t u II i _b w � _3 7. � _. uvr $e tJ - �� s��s,y�ij• Lrl�cfis.n_ �r�eD�r�n s� do `: g a S /Y M ■i Lj - a� d Y' tl 3'3 @'> 3d' Denali Sectional Pm«a2mCXT, Inc. (Precast Di.) DNS0 (WA) m#eAaZ@7§ d/ \�} \[/� J</ . } | �\ � ��- � � - _ \. '2w � 2 � .$ ,l��¥�• _ _ - , .� \) ! ) �� : C�� /2\ R� ■;§a ;-�4r!! | ` , - ws \ } } \ Denali Sectional CXT Inc° (Precast Div.) DNS-011 (WA) Page:9 of 60 �. Date:Oi/13/2017 mj E F s o • � � 80°o zID � V � Y `�-�� f D i 3 c L f C C v v s 3 6.i y f! ee I x 4 i " _� ggR 0 aa�� v`� • T g �� °asS O MM a M Z 7 c a.� x � 3 ;*, Denali Sectional P«« m 3 K CXT, Inc. (Precast Div.) DNS 01 (WA) m#@482� 017 E- ! '- a f / , |(!�!) !! \ ��! } \ �§}\!;■■��__ , | § | |k � %� 7"e -1 !} 6 ! ! ]} l-, //\.°�/`=le�}!,. .7 ■ �� |�{ �� / |�� } \ ! ^ i � Denali Sectional 60 CXT,.Inc. Precast Div. DNS-011 (WA) Date: of17 t�• � Date:01/13/2017 3. ' su it �9 r � �'➢ �� 11 n r Irr 6 r R r�-► r � � I� e 3 3 ~> ? d•, _ 4 rd -O4 r a � *• 5 s s e � .r r — g y •� _ 9 � y.■ os G r G Rl w� � 3a $ U F R g �� Z a• �7l� o �. 9 t � , 3 ]� e g Q fy M'S ,may ..Rr�R,:rsS ■ `^y - C,5 RJR Eo � tl ZR F �] O i oK7 .Timo Li 1 C .3Y a �_u(.k-•'.ira � :UAVo.iif Denali Sectional CXT, Inc. (Precast Div.) 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(Precast Diva Page:55 of BD DNS-011 (WA) pate:Di/55 of 0 �-ennre wao -•-oaw i REINFORCEMENT AT OPENINGS .11nM�Itn•.Ma 1 1 1.epN ladM 1 pD A.1�11.._iee.lnnh t.nn.al 1H Ipt - pI (MIA �M �Iti�i 'Y.•b/ Fw•rN Um t _ UMrimR IlppwnY L•Yp1r Y.n.,,Lewwa L knRlg of vpRn1ng 11\r?b rly.• )W'c�i nl e.n.e.l IacMYM pv wwl 11u pcawR (lpcwag U.Dsl P.•d al•1 Yacl�niecJ lwJ MvL 2VI'. 1 1\wl 1 Ig6tl nll — _-1 M{I —1_peVn I/111d II p{ln' 'n Ll 4U .2]N IYIw i r OpemaR dD M cry J Ilar svc gn cry J �31n ClavL 201. CONNECTIONS •Rwle•nre VW M •n• e 1 1005 1 1005 1 /pp 7 Ilea Ifel .. n.nl 11 WW1{ 'It +n+ ds r n nuw{ 'n toe a.d n •n 1 IISa N19 tl h ..ipeutY �eurTanrip�eac '. nl WA qwn. nejowee Diet ,MoWaWn of Md.. KS pnwuaw.r al.•dl Loed from walla. {YnR Gnehesl L-DIN Feice L t 111b67 : n 1 1 D37 7686a I'n 7 t2) 11 1115•__ 10 1 Vrl rh She6r CMWt7o1gN Yh 6he•t Cnp•aty Required gbear Cepedty Qb)per De'gn CppnNy n^..I7.� Reserve Oaaprt IN Ro•i6lanc• Bose Connecter RpeON° Fwu�} I fb1 1 CepeaXt �P �_11P1F) c/wc4 Capacity 1�2p —1 /D636 T et7pl �— �p I 3170 -1 OK 11]2 1+ OK RIGIDITY 1 CALCU 1 L 1 02% 1 1 2.685990503 M•r 1 asp 7 e .PL. L he t 1 En" WW ltr 1 pax• Y I" D•n Y p"I p.p33 e3 Y Ia•� 0 QJ"urF I�Y�__. r FWS•m anrn cuw I9uwaH ML�r A e � _aa�w•�i 1 Denali Sectional Page:92 mCX7, Inc (PrecastDiv.) DNS (WA) m�mi3/ @7!. \ \\ jr�\ �� / dl �/ i . • . ! � _ � � = 7 i\ \]■ \ , � . § } « . . ■ r - � ' - , •� � J � | _ � § !§ § ;:4 _ ! ,, |•/, �! | ; � ! JAI[i . !� f; , A\3; ■� l : _ \ �� !■�!� ! / )�� •` }% ; - - _ k\ k� `j �« /\)!!!��§§f!§], §k;|2 \.�,■ «\�. 2 k\ - _ t2 - :a �■ � )� . E %�|)k\}�}| / ,� \ . � l�2� � i)/)�� !)� i!! ! k } f Denali Sectional CXT� ;,Inc. (Precast Div.) 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Us hviddt of roof umell 19 60 fl wv(vvel rhl.of vault(" 1)Ib ILs(Length.1raafuanep 39500 Wtr(ronf Iuei 11) y1XM]b .Ar Area of Roof 774.07 f112 WW(total walls Panel waight) I I1780lb II thn hl of building) 130811 Fw(floor panel weight) 40005 lb Lb length ofhuildii ) 3R0 We(aumnleds%t. toflanidin;) 20361151b wb u Idth of btaldin 17.17 U 1Vev(wti ated wei h 1 of bwiditi w/vault) 2036851b All,Area of buildin 0146 W2 PSFr froof snow load) 193206( Nv jqtj=ttv or vaults 0 PSFF(Floor Live Load) 411Uitsf Avl Area aVault Li ) ODr)A^2 Pout Masuntmo dloa Able mswv) 150ts pid Av(Area of Vault( 00011^2 FujimWIMMMRS Uplift Force) 38 48 f Vh[Vault heiahll 011 Wtaat(MWFRS lateral wind pressurel 5174 s( 'Cah(Closed Area of buildin) 629 52 1`112 yw(specific weight orwater) 62 4 act' HIT tdcull,orIloodi"tw) I III ••Wergtnufvaultis not carrcidemlm•dldingtetmllnice t Widunit iaclurl F F5 11whil of safdv tegusirAl 1.1111 CHECK SLIDING RESISTANCE ?•vtelsmle from soiunc mnlvsu utitb snow 17772 alb Shear ?^Vseiatutc(rhm sasmicsnd�sis vidunn snow) 32933,9lb VWIn Ua1•ttmt(Wb.L H 23718.2Us 'I•oarl sJ)uslaall per IBC 1605 110M cotnitinatsons Slldlag flrylsunre with Shaw Prlsda-o•16•We•r5•PSi'r•Arl lislsde-= Vs7494It, Fuvqd Faclar of Safety Mlinll•P3bdc Vaud FSvvrnd= 3-6 > 1.0 FSseumic^Palide'vsCevilm Fseismie= 25 10 Sliding Reabtsosce With No Snow Pslide-u`.6•We palide- 7%MN4 4lb F J Facmt of3afety FStlmd=Pdide/Vvybd F'eumJ 19 _ 19 FSaeisntie.PslideI Vsalsmie Fseismic• l i I A CHECK OVERTURNING RESISTANCE 7.Otcasais; from saiuroc=all%is with may 195 93o E. R Shear 1•Uaesulwc Wom seiumc matveos nrthotu 1 343 979 kip4l. Otwind WLinilLb•li'21 2 -(F tw Lb•Wh'2/2) 383 717 ki •R •Load adlitimsent pet IBC I(rtt5 3 load combinations llvertuntini Rtdstanccuitb Snesv irustassy- r.'Wr11`PSFr`Ar`Wd2 i)ustloW= ItatS4Ssk1 A Fu d Factor of Safety _—._ FSvvind-0llvtoyr/Olwittd FSu nd 17N 2 111 FSsrdsrmc-olutroa'Vsasaic I Fscla tic•I 2•69 I ?! II t1 lhernsmin;flrs/sranrt rds�NNn r S. I OIr-,6•we'wisn_ W IW9.Ifll kip-n Flo d F'Swittd-Oh/Vwind Fs„9nd- 2.73 _> 1 0 ra`ror"�oafeYy Fgsrisude•Olt 1 Vsnsmm Fseislruc= 3 05 > LP 1lil CHECK BEARING PRESSURE CONDITION Nei Pmmute Me,- We,+N'I,*#'A,+FSFPAQ IAb 1 94139 pf Allowable 1-max - Pact I I%xi,W 941 39 psf 1LIB: By observalsat.si d)e hwldntg 1s placer(on a properly prepared well drained granular vub-best,,the"go is iti lieient for lineal mid vemaJ I xkh CHECK BUOYANCY FORCE CONDITION Buoyant Farve Fb= A%-HW4jW1CAb1lR VhI Fb SVM2 IOIb Factot of Sufr FSb•We 7 Fb I F5b- s F, I utt , The weight of The blliI ding exceeds Iho buoyant force due to hydrostalic pressure aefing an J1e hori zonlal surlhce of dte vault,dierefo re,d1c design is sulTtcion(against buoy aria., Floor Desi go Information: 1)The referenced building is made of tlond damage resistant 5000 psi reinforced concrete 2)The vault s)slen),if existing,is designed to minimize ml)I(ration into system and can be considered water light 10 a height pf 17" 3)Flood VenoIa6on is available at threshold level and 11ood ventilation exceeding I"pei so 0 of floe area is provi dad no more than 12"AT F Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings Including R2.R3,R4 over 3 stories and all R1 Revised July 2016 Project Info IPloject Title: Denali Sectional DNS-011 Date 1/11/2017 Compliance Applicant Information Provide contact information for individual who can For Building Department Use forms do not respond to inquiries about compliance form information provided. require a Company Name: CXT Precast Products,Inc. password to —_ o use. Company Address: 3808 N.Sullivan Road,SPokane,WA 99216 Instructional and calculating cells Applicant Name: All Cairns are write- FEB ® 1 2017 protected. Applicant Phone' 508-892-3238 Applicant Email: Acairns(u-Ntifoster.com $ID IN4 Project Description ❑New Building ❑Addition ❑Alteration ❑Plans Induded Include PROJ-SUM form(included in envelope forms workbook)with lighting complliance forms. Building Additions Compliance Method Interior fighting Exterior lighting Lighting systems in addition area comply with all applicable Refer to Section C502.2.6 for additional ❑ ❑ provisions as a stand alone new construction project requirements. Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects,include new+existing interior lighting fixture wattage in Proposed Ughtinny Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. For exterior lighting projects,include new+existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non-Tradable Lighting Wattage tables in LTG-EXT form. Interior and Exterior Lighting Power Interior lighting Parking garage Exterior lighting Lighting Alterations 50%or more of existing are replaced ❑ ❑ Ll Select all Lighting Power and Lighting — _ Control elements that apply to the scope Less than 50%of existing are replaced ❑ Li Li of the retrofit project.If project includes a combination of spaces where less than Lamp and/or ballast replacement only 50%of the existing fixtures are replaced —existing total wattage not increased ❑ ❑ ❑ in some spaces,and 50%or more of the 50%or more replaced-Total lighting power of new+existing-to-remain fixtures shall comply with fixtures are replaced in others,then total LPA per Sections C405,4.2 and C405 5 2. include new+existing-lo-remain fixtures in Proposed provide separate lighting power Lighting Wattage table in LTG-INT-BLD. LTG-INT-SPACE or LTG-EXT form. compliance forms for the two retrofit conditions.Spaces undergoing the same Less than 50%replaced-Total lighting power of new+existing-to-remain fixtures shall not exceed type of retrofit may be combined into one the total lighting power prior to alteration Include new+existing-to-remain fixtures in the Proposed lighting power compliance form. Lighting Wattage table in LTG-INT-BLD. LTG-INT-SPACE or LTG-EXT form 50%threshold applies to number of luminaires for interior spaces and parking garages,and total Refer to Section C503.6 for additional installed wattage for exterior luminaires. requirements Lighting Controls Interior lighting Parkin 9 9 g g g garage Exterior lighting All alteration lighting controls shall be New wiring installed to serve added ❑ ❑ commissioned per C408.3. fixtures and/or fixtures relocated to new circutt(s) New or moved fighting panel Interior space is reconfigured- luminaires unchanged or relocated New wiring or circuit-For interior lighting,provide required manual controls per C405.2.3,occupancy sensor controls per C405.2 1, daylight responsive controls per C405.2.4 and application specific ❑ No chnngres are being made to lighting controls per C405 2 5.For exterior lighting,provide required controls per C405.2.7 the interior or exterior lighting New or moved panef-Provide all applicable lighting controls as noted for New Wiring and automatic systems and existing space time switch controls per C405.2.2. uses and configuration are not Reconfigured interior space-Provide all required lighting controls that apply to i t changed. Application specific lighting control provisions per C405.2.5 do not apply to rec l Change of Space Use ❑ Existing inlertw lighting systems in areas under-going a change in spa itup ee M�� comply with LPAs for the new space types per Tables C405.4.2(1) Identify interior spaces requiring LPD upgrade to the current Code in Prop htin ble' �+ in LTG-iNT-BLD or LTG-INT-SPACE form. CI OrR�� $ ss,�NAL��G,ti ST IEXPIFtES \prfl 23.Lot January 15, 2017 r. d�(� �. � LightingSummary, • 2015 Washington Stale Energy Code Compliance Fonns for Commercial Bul•dings Including R2,R3,R4 over 3 storles and all R1 Revised July 2016 Project Title: Denali Sectional DNS-011 Date 1/11/2017 Interior Lighting System One(I)light servicing each Shower Description Two(2)lights servicing Bathroom Four(4)lights servicing Chase Interior Lighting Power ❑Building Area Method Space-by-space Method Allowance Method Select method used in project. Interior Lighting Controls ❑All C405.2.1-C405.2.8 Controls C405.2 Exception 5 Luminaire Level Lighting Control(LLLC) Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4,no less than 90%of the total installed interior lighting power shall comply with th required controls per C406.4. Dwelling Unit Interior Permanently installed interior lighting fixtures in dwelling units comply with: 0^ Lighting Q C405.2 thru C405,5 Commercial Lighting Controls and LPA 0 C406.3 High Efficacy Lighting Exterior Lighting System Two(2)lights servicing Shower Doors Description Two(2)lights servicing Bathroom Doors and Chase Door 390,16 IST April 23,2017 January 15, 2017 L � \ 1 Interior Lighting - Sp3laice-By-S pace Method qw LTG-INT-SPACE , 2015 Washington State Energy Code Compliance Forms for Commercial Buildings Including R2,R3,R4 over 3 stories and all R1 Revised Juy 2016 Project Title. Denali Sectional DNS-011 (Date 1/11/2017 Calculation 0 Addition- O Addition For Building Department Use Area NOTE 9 stand alone +existing Q Spaces where<50%of (:)Spaces where>50%of a luminaires are replaced luminaires are replaced LPA QQ Standard 0 Additional Efficiency Package Option Q Calculation C406.3 Reduced Intenor Lighting Power To comply with C406.3,the Proposed LPD shall be 25%lower than the Target LPA. Type Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage"°T•1 Location(plan#, Height" Gross Interior Allowed Watts Allowed room#) Space Type 2 Area in ft2 Watts per ft' (wattsJft2 x area) Concession Restroom:all other 163 0.780 127 Bathroom 1 Restroom:all other 193 1 0.780 151 Bathroom 2 IRestroom:all other 193 0.780 151 Chase Workshop 104 1.270 132 Total Area 653 Retai(Dispfay Allowance from LTG-INT DISPLAY Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY NOTE 8 Allowed`Hatt;; 561 Proposed Lighting Wattage"""°' Location(plan#, Number of Watts/ Wafts room#) Fixture Description NOTE 4,S.6 Fixtures Fixture NOTE 7 Proposed Concession Surface Mounted Wrap-around(1)28W LED 2 28 56 :Bathroom 1 Surface Mounted Wrap-around(1)28W LED 3 28 84 Bathroom 2 Surface Mounted Wrap-around(1)28W LED 3 28 84 Chase Surface Mounted Wrap-around(1)28W LED 3 28 84 Proposed Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Wattsl 308 Interior Lighting Power Allowance COMPLIES Note f-tise all uneque space lyres per rable C405.4.2(2)that occur m the pralect scope Selery space type calegory per from drop doourr menu. Note 2-Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C4054 2(2),Footnotes of thru L Note 3-List all proposed lighting fixtures including exempt lighting equipment and existing-to-remain fixtures. Note 4-For proposed Fixture Description,indicate fixture type,lamp type(e.g. T-8),number of tamps 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. Note 5-For lighting equipment eligible for exemption per C405.4.1.note exception number and leave WattslFixture blank. Note 6-Existing-to-remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures, identify as existing in fixture descnption Note 7-For proposed WattvFixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved pp luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture(not the lamp wattag q� lighting,enter the wattage of the transformer For line voltage Irarlubusway systems,enter the larger of the attached Jun watts/lineal foot,or enter the wattage limit of permanent current limiting device. Note 8-Lobby Artl&hibit Display Allowance is independent of the Maximum Allowed Lighting Wattage 4 t ./asl1 O Note 9-Calculation Area Details. a.Lighting fixtures in a building addition may comply as a stand alone project,or they maybe combined with iI ove W ting uil lighting systems to demonstrate compliance.Refer to C502.1 b.For alterations and building additions,provide Space Types and gross interior areas in the Maximum Allow d Light get le. building addition will comply as combined with the overall existing building lighting systems,include all ap fcabR�O�w and gross interior areas. T c.If less than 50%of existing lighting fixtures will be replaced,provide total existing lighting wattage(prior n all al i t d G EXPIRES .%pril 23,201 January 15, 2017 J� �: :� Exterior • • 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2,R3,R4 over 3 stories and all R1 Revised July 2016 Project Title: Denali Sectional DNS-011 Date 1/11/2017 Exterior Lighting Zone 1 Zone 2 For Building Department Use Q Q Q Zone 3 ®Zane 4 Zone Table C risdic ion. Zone selection required to enable LTG-EXT form Specified by jurisdiction. q Calculation Area Q Addition- Q Addition stand alone +existing Q Alteration with<50% Q Alteration with x 50%ext. ext.wattage replaced wattage replaced Building Grounds ®Efficacy>80lumenstwatt ❑Exemption Applies to luminaires> 100 watts ❑Controlled by motion sensor Tradable Maximum Allowed Lighting Wattage"' g gBade Site Allowance: 500 Area 00,perimeter i+aowea uvaus Allowed' Tradable Surfaces Surface Description (If)or#of items per ft2 or per If x ft2(or x if) Main Entry Door 18 20W/LF door 360 Other Entry Door 3 20W/LF door Unlit Open Area Sales Concession Window Wall 172 0.25 W/ft2 43 Total Allowed Tradable+Site Allowance Watts: 903 Tradable Proposed Lighting Wattage"oTE s Number of Watts per Watts Tradable Surface Fixture Description NOTE 3.4 Fixtures Fixture NOTE 5 Proposed Main Entry Door 14W LED 5 14 70 Open Area Sales 14W LED 1 14 14 Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: gq watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non-tradable categories. Non-Tradable Maximum Allowed Lighting Wattage"" " Site Allowance Remaining: Soo Area(ft),perimeter Allowed Watts Allowed Watts Non-Tradable Surfaces Surface Description (If)or#of items per fe or per If x fe(or x If) Non-Tradable Proposed Lighting Wattage NOS Number of Watts per Watts Non-Tradable Surface Fixture Description NOTE 3.4 Fixtures Fixture NOTE 5 Proposed Non-tradable proposed watts may not exceed allowed watts for any individual Non-Tradable Watts Exceeding LPA: 0 surface unless the total excess watts for all non-tradable surfaces are less than the remaining site allowance. Remaining Site Allowance: Exterior Lighting COMPLIES WITH MAX. Note 1-List all unique exterior sufaces per Table C405.5.2(2)that occur in the project scope.Select exterior surface categ W down menu. Note 2-List all proposed lighting fixtures including existing-to-remain fixtures. Note 3-For prnposed Fixture Description,indicate fixture type,lamp type,number of lamps in the fixture,and ballast type ice le). Note 4-Existing-to-remain fixtures shall be included in the Tradable and Non-Tradable Proposed Lighting wattage to es ar a as new fixtures. Identify as existing in fixture description. Note 5-For proposed Watts/F1xtune enter the luminaire wattage for installed lamp and ballast using manufacturer o oth luminaires with screw-in lamps,enter the manufacturer's listed maximum input wattage of the fixture(not t e t rn TEt� voltage lighting,enter the wattage of the transformer. EXPIRES k(6123.2017 January 15, 2017 Lighting, Motor, and7lectrical Permit Checklist, �,g i LTG-CHK 2016 Washington State Energy Code Compliance Forms for Commercial Buildings including R2,R3,R4 over 3 stories and at R1 Revised July 2016 Project Title: Denali Sectional DNS-011 Date 1/11/2017 the following information is necessary to check a permit application for compliance with the fighting,motor,and electrical requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes, I Code Section Component Compliance information required in permit documents Documents Notes LIGHTING CONTROLS Lighting controls, For all lighting fixtures,indicate lighting control method on C405.2 general plans for spaces and lighting zone(s)served,or exception taken Luminaire level Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls C405.2 lighting controls;provide description of control (LLL(-,) capabilities and performance parameters For permanently installed lighting fixtures in dwelling units, C405.1 Lighting in dwelling Indicate lighting control method on plans for spaces and units lighting zone(s)served,or demonstrate compliance with high efficacy exception C405.2.3 Indicate on plans the method of manual lighting control C405.2.1.1 (whether combined with occupancy sensor,automatic light DNS�9 THRU yes C405.2.2.2 Manual controls reduction daylight responsive or specific application controls), C405.2.4 location of manual control device and area or specifics DNS-51 1 05.2.5 application it serves C405.2.2.1 Manual urtenor Indicate on plans which method of manual 50%lighting load DNS-49 THRU yes C405.2.2.2 lighting controls reduction is provided,or whether lighting load is reduced via C405 2 3 occupancy sensors or daylight responsive controls DNS-51 Indicate on plans the method of automatic shut-off control DNS49 THRU during unoccupied periods(occupancy sensor or time switch) DNS-51 Yea C405.2.2 Method of automatic for all lighting zones; shut-off control Indicate locations where automatic shutoff is provided by other methods(occupancy sensor or digital timer switch)or which time switch control exception applies Indicate on plans the spaces served by occupancy sensors; ONS-49 THRU C405.2.1 Occupancy sensor I NfS-61 yes Indicate whether occupancy sensor controls are confi ured to C405.2.1.1 controls p y 9 be manual-on,automatic 50%-on,or serve a space eligible for automatic 100%-on per exception Occupancy sensor Indicate aisleways and open areas in warehouse spaces C405.2.1.2 controls- provided with occupancy sensor controls that reduce lighting warehouses power by 50% yes C405.2.6 Digital timer switch Indicate required digital timer switch control function when DNS-49 THRU control is used DN&51 C405.2.2.1 Automatic time (indicate locations of override switches on plans and the lighting switch controls zone(s)served.include area sq.ft. Indicate primary and secondary sidelight daylight zone areas on plans,include sq.ft.; C405.2.4.2 Daylight zones- Indicate topic ht daylight zone areas on plans,include sq.IL, C405.2.4.3 Sidelight and toplight For small vertical fenestration assemblies(rough opening less than 10 percent of primary daylight zone)where daylight responsive controls are not required,provide fenestration area to daylight zone calculation(s) Indicate on plans lighting zone(s)served by daylight responsive controls; Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) C405.2.4 Daylight responsive 'that apply; controls Indicate on plans the lighting load reduction method- continuous dimming,or stepped dimming that provides at least WAr two even steps between 0%-100%of rated power; O SI Indicate that daylight sensing controls are configured to Additional controls- completely shut off all controlled lights in the lighting zone C405.2.5 Speck application Identify spaces and lighting fixtures on plans that require =' lighting controls specific application lighting controls per this section Indicate on plans that display and accent lighting,and display 13T�R C405.2.5- Display and accent case lighting are controlled independently from both general ONAL Items 1 Q lighting area lighting and other lighting applications within the same space; Indicate manual and automatic lighting control method IES April 23,20f7 January 15, 2017 1 2015 Washington State Energy CrCompllanceorrns for CommercialBuitdingsIndudingR2.R3,R4 over 3stories and aRRt Revised July 2016 Project Title: D DNS-011 Date 1/11/2017 The foflowfng information is necessary to check a permit application for compffance with the fighting,motor,and electrical requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes C405.2.5- Hotel/motel guest Indicate method of automatic control-vacancy or captive key Item 3 rooms control of all installed luminaires and switched receptacles in guest room C405.2.5- Supplemental task Indicate method and location of automatic shut-off vacancy Item 4 lighting control for supplemental task lighting,including under-shelf or under-cabinet lighting Indicate on Flans eligible norr-visual lighting applications, include sq.ft,area of each lighting control zone; C405.2.5- Lighting for non- Indicate on plans that non-visual lighting are controlled Item 5 visual applications independently from both general area lighting and other lighting applications within the same•pie; Indicate method of manual lighting control and applicable automatic lighting control Indicate on plans that lighting equipment for sale or 9 equipment Lighting i htin demonstration are controlled independently from both general for C405.2.5- r sale area lighting and other lighting applications within the some or Item 6 demonstration space' Indicate method of manual lighting control and applicable automatic lighting control Identify on plans egress fixtures that function as both normal and emergency means of egress illumination; Provide calculation of lighting power density of total egress C405.2.5- Means of egress lighting. Item 7 lighting If total egress lighting power density is greater than 0.02 W/sq. It..indicate on plans egress fixtures requiring automatic shut-of during unoccupied periods; Indicate method of automatic shut-off control Indicate on exterior lighting plans and fixture schedules the DNS-49 THRU automatic lighting control method,control sequence,and DNS-51 locations served; For building facade and landscape lighting,indicate automatic Exterior lighting controls shut off lighting as a function of dawn/dusk and fixed Y,a C405.2.7 controlsopening/closing time; - For all other exierior lighting,indicate automatic controls shut off lighting as a function of available daylight;include control sequence that also reduces lighting power by at least 30% between 12am-6am,or from 1 hour after closing to 1 hour before opening,or based upon motion sensor Exterior building For building grounds fixtures greater than 100 watts,indicate C405.5.1 grounds lighting on plans whether fixtures have efficacy greater than 80 lumens controls or,are controlled by motion sensor,or are exempt lighting per C405.5.2 Area controls- Indicate location(s)of master control switch(es)intended to Master control control multiple independent switches;circuit breaker may not C405.2.5 switches and circuit be used as a master control switch; ` power limit Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% To comply with additional efficiency package option,indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming,or exception L .` ' C406.4 Enhanced digital taken; ' 1� A p lighting controls Include calculation of percent total installed interior lighting WA`j�a power that is configured with required enhanced lighting control functions(min 90%to comply with additional efficiency 4 ter• package option) r+ y If claiming lighting system commissioning exemption provide supporting calculation; C405.13 Lighting system Identify applicable commissioning documentation requirements �Q,p.JgV6�9 C408.3 functional testing per Section C408 or eligibility for exception; mil$ BR Provide written procedures for functional testing of all MAL automatic controls and describe the expected system response January 15, 2017 .. 1 '� 2015 Washington State Energy Code Compliance Forms far Commercial Buildings including R2,R9,R4 over 3 stories and all R1 Revised Judy 2016 Project Title: Denali Sectional DNS-011 Date 1/11/2017 The foffowing information is necessary to check a permit application for compliance with the ffghffng,mofor,and efecfricaf requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Code Section Component Compliance information required in permit documents Documents Notes INTERIOR LIGHTING POWER&EFFICACY Indude all luminaires in lighting fixture schedule;indicate DNS-49 THRU fixture types,lamps,ballasts,and manufacturer's rated watts per fixture; DNS-01 C405.4.1 Identity spaces eligible for lighting power exemption on plans yes C405.4-1 ul i- connected and in compliance forms;indicate the exception applied; C405.4.2 interior fighting power Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms;indicate the exception applied; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently C405.3 Exit signs Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule(maximum 5 watts per fixture) If high efficacy exception is applied to permanently installed Lighting in dwelling lighting fixtures in dwelling units,indicate In fighting fixture C405.1 units-lamp efficacy schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures wlth high efficacy lamps in Project(min 75%to comply with exception). Reduced lighting For project with dwelling units,to comply with additional power density- efficiency package option indicate in lighting fixture schedule if C406.3 dwelling unit lamp lamps in fixtures have efficacy rating of 60 lumens per watt or efficacy more Calculate percentage of fixtures with lamps that have this efficacy rating(min 95%to comply with option). Li htin Power Calculation-Indicato compliance path taken Building Area Complete required compliance forms—proposed wattage per DNS-49 THRU Yes C40S.4.2,1 building)area does not exceed maximum allowed wattage per Method DNS-51 building area.Identify locations of building areas on plans Complete required compliance forms—total proposed wattage C405.4.2.2 Space-By-Space does not exceed maximum allowed wattage.Identify locations Method of space types on plans,including retail display areas,lobby art &exhibit display areas,and ceiling heights as applicable To comply with additional efficiency package option, Reduced lighting demonstrate in compliance forms that total connected interior G4D6,3 lighting wattage is 75%less than the total maximum allowed power density lighting wattage via Building Area Method or Space-By-Space Method EXTERIOR LIGHTING POWER&EFFICACY Include all luminaires in lighting fixture schedule;indicate DNS-49 THRU fixture types,lamps,ballasts,and manufacturer's rated watts per fixture; DN8,41 Total connected Identify exterior applications eligible for lighting power yes C405.5.2 exterior lighting exemption on plans and in compliance forms;indicate power exception applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting;include exception claimed for each fixture or group of fixtures under exception category Table 4 C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ t' T� Exterior building For building grounds fixtures rated at greater than 100 watts +y C405.5.1 grounds lighting 'that are complying based on efficacy,indicate rated lamp 4��t a p�G _efficacy(in lumens per watt)in fixture schedule x Exterior lighting Complete required compliance form—proposed wattage for C405.S.2 exterior fighting plus base site allowed does not exceed power calculations maximum allowed MAL EXPIRES k1wil23.2017 January 15, 2017 ! Lighting, Motor, and ctrical Permit Checklist, Pg. 4 LTG-CHKI ,2015 Washington State Energy Code Compliance forms for Cornmerciat Buildings including R2,R3,R4 over 3 stories and all R1 Revised July 2018 Project Title: Denali Sectional DNS-011 Date 1/11/2017 The foffowing information is necessary to check a permit application for compliance with the lighting,motor,and electrical requirements in the Washington State Energy Code,Commercial Provisions. Applicability Location in Building Department (yes,no,na) Cade Section Component Compliance information required in permit documents Documents Notes MOTORS&TRANSFORMERS C405.6 Electrical tranformers Include electrical transformer schedule on electrical plans; indicate transformer size,efficiency,or exception taken Dwelling unit Indicate on electrical plans that each dwelling unit in Group R-2 C405.7 electrical energy has a separate electrical energy meter consumption Electric motor Include all motors,including fractional hp motors,in electric C405.8 efficiency motor schedule on electrical plans;indicate hp,rpm,rated efficiency,or exception applied For luminaires in each elevator cab,provide calculated average efficacy of combined fixtures that indicates efficacy is not less 'than 35 lumens per watt; C405.9.1 Elevator cabs Indicate rated watts per elm for elevator cab ventilation fans do not exceed 0.33 watts per cfm, Indicate automatic controls that de-energize lighting and ventilation fans when elevator is stopped and unoccupied for a period of 15 minutes or more Escalators and Indicate escalators comply with ASME A17.1/CSA B44; C405.9.2 moving walks automatic controls are configured to reduce operational speed 'to the minimum permitted when not in use C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive Identify all controlled and uncontrolled receptabes on electrical plans in each space in which they are required;include Controlled receptacle configuration such as spacing between controlled C405.10 receptacles and uncontrolled,duplex devices,etc; — Indicate on plans whether the method of automatic control for each controlled receptabe zone is by occupant sensor or programmable time-of-day control If"no"is selected for any question,provide explanation: End of Lighting, Motor&Transformer Pennit Documents Checklist p4 WA�y C .A.R� s�nNAL gt� Es 1pril23.'-ill? January 15, 2017 2012 Washington State En( Code Compliance Forms for Commercial, GrOt"—)1, and>3 story R2 and R3 'Mechanical Summary MECH-SUM 2012 Washington State Energy Code Com liance Forms for Commer6al,Group R1,and>3 story R2 and R3 i? °.:a June 2013 Project Info JProject Address cxT Precast Products, Inc. Date 1/11/2017 3808 N. Sullivan Road For Building Dept.Use Spokane, WA 99216 Applicant Name: CAT Precast Products, Inc. Applicant Address: 3808 N. Sullivan Road B 01 20J l Applicant Phone: Spokane, SPA 99216 Project Description Briefly describe mechanical system type and features. _Includes Plans Drawings must contain notes requiring compliance with commissioning provisions per Section C408 • - Simple System Complex System Systems Analysis Compliance Option - E ui meet Schedules The following information is required to be incorporated with the mechanical equipment schedules on p the plans. For projects without plans,fill in the required intonnation below. Cooli ig E ui meat Schedule Equip. Equip Capacity2 OSA CFM SEER Econmizer Heat ID Type Brand Name' Model No.' Btu/h or Econo? or EER IPLV3 Option or Recovery Exceptions Y/N Heating E ui ment Schedule Equip. Equip Capacityz OSA cfm Heat ID Type Brand Name' Model No.' Btu/h or Econo? Input Btuh Output Btuh Efficiency Recovery Y/N Fan Equipment Schedule Equip. Equip ID Type Brand Name' Model No.' CFM Sp' HP/BHP Flow Control6 Location of Service BF-1 Fan Fantech FX 4xL 170 N/A 1/8 HP cV Restroom BF-2 Fan Fantech RVF-4XL 180 N/A 1/8 HP ev Concession Area Service Water Heating Equipment Schedule Equip. Equip Input Sub- ( ��' ID Type Brand Name' Model No.1 Capacity Category EF7 Location f�" A— HWT HEATER AO SKITH DEN-30 4.5KW N/A N/A 04 WAsyj C t.� • e 0 4 � 1 If available. 2 As tested according to Table C403.2.3(1)A thru C403.2.3(8). 3 If required. 4 COP,HSPF C nb io = ,Q .6 applicable, s Flow control types:variable air volume(VAV),constant volume(CV),or variable speed(VS). 6 ;co er exNAL EXPOIES \Iwil 23,2017 January 15, 2017 J C' ■ _ _ _ -- - — -I I•IL S _ 2 U _ i _ 1— I I I I - - I I l'1 I H f - � -_ � - • �— - • 1 11 wU � 1 _ I • II•. 1 1 Intl fl I1�1-t{I �'17}iiffl+I I r III it II 1 11 •I�_ I I nI.1 ■ ■I I MA ?aIII Ir 1:. - n 141,91- -1 64 � 4• {ff� -T - t 'r - I f_ - •---- - _lomJ •_ Doi ` 11 I f lu 1 M 11 1 lllti 11 I r 11 ■ 11 111 {Iri I• . wJ li J �I I • I � Ili I , - a _ I w _ _ 1 1 I t..f y�J.y�t��• 1•II IIIIti�u1 .ill y7 I- U Lill 9 11 I •� -IIJ 1 n I 1 _ r� I Till 71 L1Ian 1.4� 1• y -II1 Vjl 1" a• 1 'y R��'11 IR I II 16, n1m IIII -1 Ilul GI _ I II 1 ' I 1111 It- Irk I) ,1111h•.il'1R srr,Mg!L, I Ir ' I '1 Ifu ' b I - • � I '_ �_ - -I -I Ir I - - I � 1� Y � 0&1 1 11T ;V111II I' IT h a l I 1II I I- �. '1�5 Ili-� 1•�_ � � - -- 11 - — ` I - T I _ I — f jbill �' � III— ' .. � - I �� -I — • �� - - - � y 1 irIJ L S * �I Y 1 I1' _(+ '� I n — 1 i3 :•r _/1 1r IJ r ��•.r ■ -II ! ITn•►11: 1 - I 1 1 • 1 I IIIIU. I I 6r 11 ru ILPI .1 PermitMechanical ge 1 of 2012 Washington Slate Energy Code Compliance Foims for Commemkool,Group R1,and>3 story R2 end R3 Ravnad 3.",2013 Project Address CXT Precast Products,Inc Gale 1/11/2017 0 following information is necessary to check a mechanical permit application for commercial provision compliance with the 2012 WSEC NOTE:Defino prinf area In Excel prior to printing MECH-CHK pages. Applicability ona) Code Section Code Provision Information Required Location tin Building Department (ea,no,na Plans Nofos GENERAL PROVISIONS (Equipment Sizing&Performance N/A C403.2.1 Load calculations Load calculations performed per ASHRAE Ste 183 or equivalent per Cheater 3 YES C403.2.2 Equipment and system Output capacity of healing and cooling equipment and systems do not DNS-40 sizin exceed calculated loads note exceptions taken YES C403.2.5 Minimum ventilation Ventilation(natural or mechanical)provided per IMC;indicate mchanical ventilation is able of bein reduced to minimum require manle IMC DNS-40 C403.2.3& Provide equipment schedules or complete MECHSUM tables with type, C403.2.3 2& Equipment minimum eapacffy,efficiency,test standard(or other efficiency source)for off YES C403.2.12.1 efficiency mechanical equipment DNS-40 N/A C403.2.13 Electric motor efficiency Provide equipment schedule with hp,rpm,efficiency for all motors;note except. N/A C403.2.10 Fan power limitation Fan system motor hp or bhp does not exceed limits per Table 04032.10.1 1 C403.2.10.3 tridicete tan motors 1r12 to 1 hp are ECM type or meet minimum efficiency N/A A C403.2 13 Fractional hp fan motors red. N/A C403.2.3 capacity Maximumair coded chiller Indicate air-cooled chiller capacity does not exceed air-cooled chiller limit N/A C403.2.1 Non-standard water-cooled hulkbad and NPLV values for water-cooled centrifugal chiller adjusted for chillers loon-standard operational_co_nditions _ C403.2.12.1. Centrifugal fan coaling Large capacity cooling towers with centrifugal fan(s)meet efficiency N/+4 to"Wis nsqurrementa for axial fair open arrant cooling towam C403.2.3 Lhealers ced air furnace and unit Indicate intermittent ignition or HID,flue/draft damper&jacket loss YES N C403.2.3.3 kRged eladrleList equipment required to be heel pumps on schedule /A lm cook a u' mein N/A C403.2.3.4 Humidification Indicate method of humidification(note requirements for systems with conornizarl HVAC System Controls&Criteria N/A C403.2.4.1 Thermostatic controls Indicate locations of thermostatic control zones on plans,Including perimeter systems pump supplementary hndicate stagea heating(compression/ m suppleental)&outdoor lockout N/A C403.2.4.1.1 Heal Heet AMD N/A C403.2.4.2 Setpoint overlap(deadband)�oldron(a 5°F deadband minimum for systems oonWifirig both heating& C403.2A.3 Automatic setback and Indicate zone t-stet controls with required automatic setback&manual N/A shutdown override N/A C403.2.4.3.3 Automatic(optimum)start indicate sscystem controls mat equal equip start time to match load / lo 1.402.4.5.2& Indicate location of OSA,exhaust,relief and return air dampers;Include N A C403.2.4,4 Dampers AMCA rated leaks a and control t (motorized or arad note N/A C403.2.11 Heating outside a building Indicate radiant heat system and occupancy controls N/A C403.2.4.5 Snow me@ systems Indicate shut-off controls based on outdoor conditions N/A C403.2.4.6 Combustion heating r armenl Indicate modulating or staged control Group R1 hotel/motel N/A C403.2.4.7 s stems Indicate method for guest room automatic setback&set-up of 5°F minimum N/A 1"403.2.4.8!c Gi cup R2/K3 dwelling unit Indicate 5-2 programmable thermostats in primary spaces with minimum of 5 rslgms Iwo setback neriods,note exceptions taken mand -occupancy spaces and systems req uiring DCVN/A C403.2.5.1 c Indicate high N/A C403.2.5.2 Occupancy sensors Indicate spaces requiring occupancy-based system control and method;or alternate means Drovided to automatically reduce OSA when oartially Eoclosar loading gar Indicate enclosed loadingdock and enclosed parking C403.2,5.3 dock/parking garage P g garage ventilation N/A ventilation system activation and control method N/A C403.2.5.4.1 Kitchen exhaust hoods Indicate kitchen hoods requiring make-1p air,indicate make-up air source and conditioning mslhnd Indicate lab exhaust systems requiring heal recovery,method&efficiency; N/A C403.2.5.4.2 Laboratory exhaust systems Or aftemalive method taken(VAV,semi-conditioned makeup,or CERM IAM calculation Energy recovery- Indicate ventilation systems requiring ER,method&efficiency;note WA N/A C403.2.6.1 ventilation systems exceptions •Energy recovery- N/A C403.2.6,2 condensate systems Indicate on-site,Bream heating systems requiring energy recovery y x f nergy recovery and use of captured energy - N/A C403.2.6.3 denser s stem. Indicate remote refrig.condensers requiring ER /r.. `470NAL E� ate$ April 23,2017 January 15, 2017 I ' ' • I I - � I 1. t I I I — _ Ill M 1■J — i 71•■ I m�� ►- off I I 1- •I - - 1Jill_ _ •' 1 �� I I A K N r ti , - _ - - —4111111 cr - rLJ - - - - i �. - ►JYL - i 7F LIB _ r • 111� 1 J ill J I - III '1 I 1\IJ7I - - ►I 1 A. III :l VII l t• 1 ' r11 ,Mechanical Permit Plans Checklist - Page 2 of 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Remeed June 2013 Projed Address CXT Precast Products.Inc. Date 1/11/2017 The following information 1s necessary to chock a ma lanical pemmt application for commercial provision compliance with the 2012 WKC, NOTE:Dollno nt ues in Excel prior to rinrin MECH•CHK page& Applicabiidy Location on Building Department es,no,na Coda Serhon Code Provision Information Required Plans Noles GENERAL PROVISIONS,CONTINUED HVAC System Controls&Criteria,Continued C403.2.12 Variable flaw control- Indicate fan&pump motors requiring VF control&method(VSD or equiv N/A fariVriumps controls N/A C403.2.12.1 Variable now control- Indicate cooling tower fans requiring variable flow control and method cooling towers N/A C403.2.12.2 Large Volume fan systems Indicate fan systems requiring airflow reduction based an heating and cooling demand;or exception taken C403.2.12.2 Single zone AC systems Indicate method of cooling demand-based fan control for sys.>110,000 N/A btuh N/A C403.2.4.10 DDC system capabilities Identify all DDC system Input/output control points and indicate capability far trgn ins and demand response srefaoint adivatme Ducting Systems C403.2J.1&Duct construction (indicate all ductwork constructed and sealed per IMC,C402 leakage N/A C403 2 7.3 requiraments and IBC vapor retarder requiremanls N/A %403.2.7.3.1 IDuct pressure classifications(identify location of low,medium and high pressure ductwork on plans N/A C403.2.7.3.3 High pressure dud leakage (Indicate high pressure duct leakage testing requirements on plans;provide lest Best results to juriscliction when completed N/A C403.2.7.1/ Dud insulation Indicate R-value of Insulation on ductwork Piping Systems N/A C403.2.8 Piping insulation Indicate R-value of insulation on piping N/A C403.2.8.1 Piping rf sulation exposed to Indicate method of protection from damageldegredstlon weaheSIMPLE SYSTEMS Quali ying Systems N/A C403.3 Qualifying single zone verity unitary or packaged equipment does not exceed capacity limits,does s stems not have active humidifeation or simultaneous heatina/cooling C403.3 Qualifying 21prps heating Verify2-pips heatin heating-only system does not exceed capacity limits N/A systems_ 9 Y Y Pa Y N/A C403.3.2 Hydronic system controls Refer to Complex Systems Section C403.4.3 Simple System Economizers WA C403.3.1 Air economizer required Indicate cooling systems requiring economizer controls;note in equip ached. N/A C403.3.1.1.1 Air economizer capacity Indicate modulating OSA control capability up to 100%OSA,or exception C403.3,1.1.3 Air economizer high limit Indicate hi limit shutoff control method N/A controls per Table C403.3.1.1.3(2) N/A C403A A.2 Integrated air economizer indicate capability for partial air economizer operetlon for systems with ,saa> oao rich >e.S.OW btu4 Indicate eligible exception(s)taken and provisions to comply with N/A C403.3.1 Air economizer exceptions axcerflian(s) COMPLEX SYSTEMS Complex System Economizers NIA C403.4.1 Air economizer required Indicate cooling systems requiring economizer controls;note in equip Schad. C403.4.1.4 Economizer healing system Verify control method of HVAC systems with economizers does not N/A impad increase building heating energy usage during normal operation N/A C403.4.1.3 Integrated economizer Indicate capability for partial economizer operation for air or water econo operation systems Moved Water economizer capacity Indicate water econo capable of 100%cooling capacity at 50•F db/45°F wb N/A OSA C,103,4.1.2 Water economizer Indicate precooling coils and heat exchangers do not exceed pressure drop N/A (maximum pressure drop limit N/A Air economizer exceptions Indicate eligible exception(s)taken end provisions to comply with C403,3.f 4Uceotional �. r ,p�-r4mb�o�q� crsr�R �S�nNAL��G April 23.2017 January 15, 2017 :. 1 ��1 F - -•1• _ - - - — —_— 17 J , � 1� 1 1- ItM6 'V ■ I � �1�1 — �i _ 11 �� !-_ r Jta �l-1 -b-.� k, �yry _ � -'■ t •�_ dill II �I �'' I �'I __ JIL . p!. I 1 .L I -• I 'd I I I I I � I I r 1 ♦ . II 1 _ - -�• II IR- 1- 1- 4•• II f� I 77 I{� io — III Iflu rr L1}I �. �� y I r1 I� rl I� — -1 _ I _ ►� �1 - .K.. ♦_ , - - - - - - - _• I I 1A M III Z y ■ y / y- * 1 •I I _ I �—ter — rEl�ti 7r - 1rllllf�{ I r Mechanical Permit Plans Checklist - Page of 2012 WafhmOton Slate EnoW Cado CompBaneo Fame for CamewcIal,Group R I,and>3 story R2 and R3 R.%.d J.- 0113 Proled Address CXT Precast Products,Iran Dato 1/11/2017 The following information is necessary to ched a mechanical permit application for commercial provision compliance with ilia 2012 WSEC. NOTE:De11nt int area in Excel Dr to lntln MECH.CHK a Applicabddy Codo Section Code Provision Information Required 1OG31loft Oi Building Department es,no,na Plans Notes COMPLEX SYSTEMS,CONTINUED Specific System Requirements N C4o3 /A & Variable flow control-fens Indicate fans requiring variable flow control and method C"D 4. .12 N/A C403.4.2.1 vnv fan static pressure ingicate sensor locations on plans;include at least one sensor per major senn°rs duct branch N/A C403.4.2.2 VAV fen static pressure Indicate fan system static pressure selpoint based on zone requiring most setpoirdpressure VAV systems serving multi- Indicate supply air systems serving multiple zones that are required to be C403.4.5 VAV,method ofprimaryeircon(rol,andzones served;note exceptions N/A zones taken N/A C403,4.5.4 VAV system supply air reset indicate camrois inat automatically reset supply air temp in response to loads N/A C403,4 �rgO capacity cooling Indicate method of multi-stage or variable control for budding cooling s slams system capacity>300 tons N/A C403.4.7 Hot gas bypass limitation Indicate coding equipment unloading or capacity modulation method N/A C403A.3 bar a pac ty boiler Indicate mufti-stage or modulating bumer for single boilers>500,000 bluh nierris N/A C403.4.3 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers C403A.3.5 Chiller I boiler plant pump Indicate capability to automatically reduce overall plant flow and shut-off N/A ewWion itow through chNders&bailers wherr not in use C403.4.2& Variable flow control- Indicate N/A C403.4.3.6 pumps pumps requiring variable flow control 8 method N/A &C403.lit 403.4.4 Conlin lowers cool hie now control- Indicate cooling tower fans requiring variable flow control and method .4 C403.4.3.4 Hydronic system part load ,sutometical reset s N/A controls N upply water lamp AND reduce flow by x 50°h for N/A G403.4.3.2 Two-pipe changeover Indicate deadband,hosting/cooling mode scheduling and changeover s slams lemperaturs range N/A C403.4.3.3.1 Walar loop heat pump- indicate capability of central equipment to provide min,20°F water supply deadband tento deadband between heat rejection and heal addition modes N/A C403.4.3.3 Walor loop heat pump- Provide heat exchanger that separates cooling tower and heat pump loop in treat rejection CNmate Zone 5 N/A C403.4,3.3.3=r`fooP heat pump- fnares a Z-"y rsdfation valve on each heat pump and varlebfe flow conGvt lsolatlon for systems with total oumo power>10 h N/A C403.4.6 Condartser water heat Indicate system provided to pre-heat service water and efficiency ocovery C4D3.5 ucorer f freezer-anti-sweet indicate w/sf&control method for walk-in cooler/freezer door anti-sweat N/A Plat— heaters N/A C403.5/6 Coolerlfrcezoo-evaporator l 9ndicele motor type for evaporator and condenser fens<1 hp SERVICE WATER HEATING Service Water systems C4042 II Water-fr°'.long equip min. Provide equipment schedule or complete MECH-SUM tale with lype, YES !t,•%lrc____�erM capacity.afAciencv,leslstendardlero0weJficiensVsc+nce> DNS48 YES C404.3 Temperature controls Indicate temperature controls have required selpolnt capability DNS48 YES C404.4 Heel traps indicate piping connected to equipment have heat traps on supply& DNS48 dischame N/A C404.5 Insulation under water�,lter Indicate R-10 insulation under tank hr C404.6 service caster piping Indicate R-value of insulation on in note exceptions taken 'YES insulation piping; w' DNS48 C404.71 it JCirculation systems and Indicate shutoff capability based on occupancy and periods of limited N/A heat Irace shut-off demand N/A C404,9 R-2 service hot water indicate method of usage metering for dwell.units served by central HW Gr°up Pools 31n-Ground Pomranently Installed Spas Pool hosting equip min. Provide equipment schedule or complete MECH-SUM table with type, N/A C404.10.1 efficiency capacity,efficiency,lest standard(or other off.source);heat pump healers ' W C1 4COP N/A C404.10.1/.^Pool heater on/off controls Indicate automatic onloff 7ntrd based on scheduling&accessible°Hoff . O� switch ar heater that o states in ndent of tharmnstal Wilma,or • 0 N/A C404.10.3 Pool covers Indicate vapor retardant cover and insulation rating as required L>c7 N/A C404.10.3 Pool assembly insulation Indicate rating of insulation on sides and bottom of pods healed to>90°F N/A C404.10.4 Heat recovery Indicate method,erAmust air tereperalure reduction aril tecovered energy dg(� 6 R� ONAL EXPIRES April23.2017 January 15,2017 _ t • _••� I NI'IH JI_ II II 1 n: . M �11••0!A i1 IrWild - 1 •r 1. I .-• ��Mi1� �- f1_�� • »_ _ � :�-� ter! 1 =� w'r+a a�l .:r- 9,r-i�.V,� ��_. - - 1 L 11=►v'11_ A. _ J/I eIN/ I ` r/I .yy�{� 1�Y.�-. �I 1 — � •I I N - � o I -^ III— � � .�� . I.•��r• ;�'�' '/r 11A . J IIII I'll 1111r 'I - - • - �. r� /• f'T� -y�� z I�� a ----_►- ♦'T' Tr_ �'I - - --.-�� •_ _ - ►:. :�11.. JPOr•11 1 n C. I `- AW - - '8:.4 �-. PI � ir.-�N -�-� L.1 J/►-rfr)INIJ1 11W I01� Q�I; �l'rS:fll'iF11gM KI?►�'�11'7Y_ ' ��1'IiYI\.T N ■�li 11 . — — • — �I �• G.�i�; — — i}Ir—CIA.—\� • �I 1 I � i 1,10-AU , - � =�•�_ -fir � �_-- �i1'1~_ � �l _ 1� _ _ _ — —•. �1 _ _ I� •N 1 �L 1 _ I^ • .. yljl l I- _ 41 Jy 11.—• it %A A 1 11 1 1 ,INN -i fo1, AW I -. h � •f1 �� r 1 J 1- L- - - 1 1 1�1� I 4�:�c "�� 1.1 J F Ly,��'yT. �1 �` _ - u:! Ii 1� r •1 '/l •.n1 1 uff. •,1 IIL� C• - • u j_ ti DENALI SECTIONAL FLUSH /SHOWER TOILET BUILDING PANEL MARK NO. KEY PLAN RI-L R2-L R3-L R4-L — — — INDEX OF DRAWINGS JOB C Py ' W3 w9 W15 W21 rLQ. TITLE ® ® ® DNS-01 COVER SHEET DNS-02 HANDLING INSTRUCTIONS DNS-03 FLOOR PLAN i W11 w17 DNS-04 BUILDING ELEVATIONS DNS-05 BUILDING ELEVATIONS i WS i DNS-06 INTERIOR RESTROOM ELEVATIONS DNS-07 INTERIOR CONCESSION ELEVATIONS i DNS-08 DETAILS FRONT i UNIT A UNFZB UNIT C ® UNIT D i BACK DNS-09 WALL PANEL W1 F1 F3 F4 DNS-10 WALL PANEL W2 i DNS-11 WALL PANEL W3 DNS-12 WALL PANEL W4 W6 $ DNS-13 WALL PANEL W5 1 W2 W7 W12 W14 W19 W20 I DNS-14 WALL PANEL W6 WB W13 i ® ® ® DNS-15 WALL PANEL W7 DNS-16 WALL PANEL WS DNS-18 WAALL PANEL W10 i I DNS-19 WALL PANEL W11 DNS-20 WALL PANEL W12 , �1 R` iW4 W10 W16 W22 o� WA6yi -P DNS-21 WALL PANEL W13 DNS-22 WALL PANEL W14 ,'��' — — — — — — — -� — — —1— -------------- — --- ----- — — — — DNS-23 WALL PANEL W15 R1-R R2-R R3-R R4-R DNS-24 WALL PANEL W16 DNS-25 WALL PANEL W17 DNS-26 WALL PANEL W18 — NOTE DNS-27 WALL PANEL W19 3g0'16 p 1, BUILDING IS DESIGNED TO COMPLY WITH THE 2015 IBC 5, EMBEDDED ITEMS IDENTIFIED ON DRAWINGS (i.e. PS-2, R301) DNS-28 WALL PANEL W20 F�ISTea`� REFER TO CXT STANDARD EMBEDMENT CATALOG. DNS-29 WALL PANEL W21 �s�nNAL�jIG 2. DESIGN COMPLIES WITH THE PROVISIONS OF THE 2015 IBC DNS-30 WALL PANEL W22 FOR THE FOLLOWING LOADSi 6. BACK OF PANELS TO HAVE SMOOTH TROWEL FINISH UNO,' GROUND SNOW LOAD = 250 PSF ALL SURFACES TO BE TEXTURED ARE NOTED ON PANEL DWG'S CITY OF ARLINGTON DNS-31 FLOOR SLAB F1 EXRE5 :�I>111 z3,21117 FLOOR LIVE LOAD = 400 PSF IBC DESIGN SPECTRAL RESPONSE Ss = 1,386, S1 = 0.748 7, REFER TO SEPARATE CXT INCORPORATED SPECIFICATIONS DNS-32 FLOOR SLAB F SITE CLASS D COVERING DESIGN, MATERIALS, PRODUCTION, AND INSTALLATION BUILDING DEPARTMENT DNS-33 FLOOR SLAB F3 January15, 2017 SEISMIC USE GROUPS II CRITERIA FOR SPECIFIC STYLE OF BUILDING, "PROVED ONS-34 FLOOR SLAB F4 SEISMIC DESIGN CATEGORY, D BEARING WALL SYSTEM R = 4.0 8, ALL REBAR BENDS ARE TO HAVE A MINIMUM RADIUS DNS-35 ROOF SLAB R1-L 3MB K SuOPom Bldg.p Spokane,WA 99216 A5 - INTERMEDIATE PRECAST SHEARWALLS OF 6x THE BAR DIAMETER. -7 BY Ike DNS-36 ROOF SLAB R1-R BASIC WIND SPEED = 150 MPH (3-SECOND GUST) DATE ' DNS-37 ROOF SLAB R2-L WIND EXPOSURE C, I = LA Eff 9. ADEQUATE PLUMBING FACILITIES TO BE PROVIDED IN ACCORDANCE WITH DNS-38 ROOF SLAB R2-R 3, BUILDING TYPE V-B 2015 IBC SECTION 2902,3,2 (NOT BY CXT), NO CHANGES AUTHORIZED DNS-39 ROOF SLAB R3-L OCCUPANCYi B UNLESS APPROVED BY THE DNS-40 ROOF SLAB R3-R Precast Products EXTERIOR WALLSi 1-HR RATED PER IBC TABLE 721,1(2), ITEM 4-1.1 10, INSTALLATION TO MEET APPLICABLE LOCAL, STATE & FRDERAL CODES, DNS-41 ROOF SLAB R4-L UNLIMITED UNPROTECTED OPENINGS IN ACCORDANCE WITH IBC 705.8.1 BY OTHERS. BUILDING INSPECTOR DNS-42 ROOF SLAB R4-R 901 N.Highway 77 Heleboro,TX ISMS EXCEPTION 2 AND TABLE 601 & 6D2 _1 ems MINIMUM FIRE SEPARATION DISTANCE, 10 FEET 11. BUILDING DOES NOT CONTAIN CONDITIONED SPACE, NO ENVELOPE DNS-43 FOUNDATION DETAIL DENALI SECTIONAL REQUIREMENTS. DNS-44 FLOOR DRAIN LOCATIONS & BELOW FLOOR PIPING BUILDING NUMBER DNS-011 4, CONCRETE STRENGTH f'd = 2500 PSI INITIAL f'c = 5000 PSI FINAL AIR ENTRAINMENT 6% * 1 1/2% IN PLASTIC CONCRETE. DNS-45 PLUMBING WASTE PIPING PLAN Nona REINFORCING STEEL, GRADE 60, Fy = 60 KSI DNS-46 PLUMBING VENT PIPING PLAN n ht,,,,o0, _ta..e he,*io r'W"t,r ma me MINIMUM LAP 18' AT SPLICES, TIE BARS WITH DOUBLE ANNEALED DNS-47 PLUMBING WATER PIPING PLAN & DIAGRAMS ..W"W.Wy f cchvfyaC:.d n�.hW—W. 16 GA IRON WIRE, REINFORCING TO BE PLACED IN CENTER (IF PANEL DNS-48 PLUMBING SCHEDULE, DIAGRAMS & NOTES y•Ky w-W b7j te.o�edd «yr.,w 0-PWP— UND, htm0.d RwvkA or d.V6+6.1 DNS-49 E O..h1a moUm LECTRICAL NOTES & SCHEDULES r a"0y P11W a.t-t the w�.IW,n l 01 REINFORCING STEEL SHALL BE ACCURATELY PLACED, ADEQUATELY DNS-50 ELECTRICAL PLAN, LEGEND & NOTES CXT CXT h�.tbqw"`aryornti6 °�°t'W Yi1anN11 t..�.mmty.. >Mroe.a SUPPORTED AND SECURED AGAINST DISPLACEMENT BEFORE CONCRETE IS APPLICABLE CODES DNS-51 ELECTRICAL PLAN, LEGEND & NOTES hd,m+y...—ty 0—d-t-bl.9yo of ft—k'0 0.1wa p"m PLACED AND SHALL ALSO MET THE STANDARDS SET FORTH IN ACI 318. CXT h.ava-+•+ WELDED WIRE FABRIC (W,W,F,), 4x4xW8xWB, Fy=65 KSI (OR EQUIVAL). 2015 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS TS DNS-5 COMPLY WITH ASTM A82, SMOOTH WIRE, MIN, LAP 2 SQUARES. ICC/ANSI A117.1-09, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, WITH STATEWIDE AMENDMEN3 MATERIAL UST DNS-5 CAM4lwnwcce 2015 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS MATERIAL LIST oTawt LmmMv" WASHINCTON STATE TAG de APPROVAL REQUI@EQ DNS-54 MATERIAL LIST 2015 INTERNATIONAL FIRE CODE WITH STATEWIDE AMENDMENTS mrtatelow.al/e� 10 m 20 Pr -♦1/r1_m'. WALL TEXTURE: BOARD AE BATT/HORIZONTAL LAP 2015 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENT EM-01 COMPILED EMBEDS sa m a rt -sl/+ 2015 INTERNATIONAL ENERGY CONSERVATION CODE/WASHINGTON STATE ENERGY CODE TOTAL Tle7PR7f_-+/a++/� WALL PAINT TOP: ALMOND EM-02 COMPILED EMBEDS SCALE 3 ,6-I- DATE 12-6-+e wvtumxrsa eW,,te-*1ro,ntertapwaNn� WALL PAINT BTM: LEATHER BROWN 2014 NATIONAL ELECTRICAL CODE (NEC) EM-03 COMPILED EMBEDS DRAWN uerreaAKO ME ieo oNs-otT EM-04 COMPILED EMBEDS alECKI " aoy a LOeµ N OWNem-1µ•Nk,o rt ROOF TEXTURE: RIBBED METAL COVER SHEET rev-'+/r ROOF COLOR: DESERT BROWN romON OF TDMM.41/+• 'm—vat m-el/r TRIM PAINT: PEACEFUL LANDSCAPE SPECIAL CONDITIONS AND/OR LIMITATIONS DWO N0. sm oraoom m-al/v yiei:i REv. POMMONOFOEM-nH DNS 1 mw+e.,o nusnue OF MAro-++ne.-+/+ ACCESSIBILITY TO THIS BUILDING, INCLUDING PARKING, IS TO BE PROVIDED BY OTHERS � AND CONSTRUCTED IN ACCORDANCE WITH ALL LOCAL BUILDING CODES. tlOs"0,kslOnlpeo Vbbt&O CD OntrUIL40 OEbVHa:EM CT17. Ob WTIk c.1 Oy: a BEDOED MATERIALS ITETA OTY DENALI SECTI ❑ NAB CHUCKSB&W 4 CHUCKS do WEDGES B r 1.THE DENALI SECTIONAL STYLE BUILDING CONSISTS OF FOUR GROUT BAGS 4 SEPARATE UNITS TO BE PLACED AND JOINED AT THE PROJECT SITE. PROPER SITE PREPARATION AND HANDLING 1S ESSENTIAL FOR THE RECOMMENDED HANDLING AND INSTALLATION INSTRUCTIONS SAFE AND PROPER INSTALLATION OF THE BUILDING 2.PROVIDE SHALLOW TRENCH WITH ROLLED EDGES ALONG BUILDING JOINT LINES TO PREVENT TRAPPING MATERIAL BETWEEN UNITS BEING DRAWN TOGETHER. 3,PLACE UNITS AS CLOSE TO ONE ANOTHER AS POSSIBLE. O SPACE BETWEEN UNITS SHOULD NOT EXCEED 1'AT INITIATION OF POST-TENSIONING MAXIMUM ALLOWABLE FINISH JOINT SPACE BETWEEN LIMITS SHALL BE 1/2'. 4,POST-TENSIONING TO DRAW UNITS MID CONTACT SHALL BE ACCOMPLISHED WITH EQUIPMENT PROVIDED BY CXT BY PROPERLY TRAINED PERSONNEL INSTRUCTIONS PROVIDED BY CXT SHALL BE CAREFULLY ADHERED TEL ALL NECESSARY SAFETY PRECAUTIONS SHALL BE TAKEN BY INSTALLATION PERSONNEL. STRESS TENDONS II II TO DRAW UNITS TOGETHER AND TO RETAIN A MINI"EFFECTIVE I I t 1 FORCE IN EACH TENDON OF 2 KIPS AFTER ALL LOSSES. RED 5,AFTER COMPLETION OF BUILDING PLACEMENT,BLOCKOUTS i i • sa TET+ER�� TD PREVENT SPALLIIIG AT POST-TENSIONING ANCHORAGE POINTS i j i RYP/PLCS) SHALL BE FILLED WITH NON-METALLIC,NON-SHRINK GROUT. PROVIDE SMOOTH,NEAT FINISH COMPATIBLE WITH SURROUNDING CONCRETE 1 i i I HOISTING CABLE SLINGS SURFACES, MATCH CONCRETE LTLOR, ® i i ® V/LOCKING HIM"CABLE TENSILE TOP I I CAPACITY°10 T(9i G cu.FT.coHa sc.Fr.W.W.F. PROVIDE UTILITY CONNECTIONS(PLUMBING 6 ELECTRICAL)AS I 1 Q REQUIRED AND/UR AS CALLED FOR ON THE DRAWINGS, I I II ��ti.jj II ( U ii9 WAts 7,FILL FLOOR BLOCI(OUTS AFTER COMPLETION OF UTILITY HOOKUPS WITH CONCRETE, SLOPE TO BRAIN. II II y' 2 IT-2' �GIS E�cpO �kr FRDNT ELEVATIDN n/VAL��G FIRES April 23,2017 1 1 ; January 15, 2017 1 3BOB N.Sullivan Bldg./7 Spokan%WA 99216 --- --- — I I --------'7 }� ---------- --- T r----------- T i 1 I I 1 I II NeXT Precast Products I I I I I j 1 I 901 N.Highway 77 Hllehoro,TX 76645 1 I I 1 1 11 ,1 DENALI SECTIONAL BUILDING NUMBER DNS-011 I I I I I main I i I t1N hMwlb cmt°MO P.M 1.pr[gMlw T•7 IA. I f3 I ® I I I I , I °moy w°h1r e.—d of vi d IN 0$91W r %I i It,tMmolt— I ® 1 I hle°0°d Rew°Axtl°°o E4~k-of MY 11V—tkn I I I I 1 I PS B2 LIFTING1. TO I I I C%itrkpuy�P'4o'"m.ylE o-%,wal ft Aty. WNW h a—mo—t mt, of AS-3 EMBEDS V/(2)1 U2'➢IA T k_'p..Ad By 4.on—°I tnM HIGH TENSILE COIL BOLTS t�4t oI ntmw o I 1 D.T 'PwP� (SMEAR CAPACITY 180001 PER Ban i 1 I 1 I art howl'—w) Lm 1 I ® I I 1 1 I I I I I I 1 1 I I I I I 1 I i SHIPPING WEIGHTS AND DIMENSIONS DNS-Ill SCALE ' DRAwN MAX:r SECTION WEIGHT LENGTH WIDTH HEIGHT Ia FILE �,��' (?IEIXED � PLOT M g-6' gam' UNIT A 55,550 17'-2' 10'-3` 13'-6' I01-31 HANDLING INSTRUCTIONS UNIT B 52,000 17'-2' 9'-6' 13'-6' UNIT A UNIT B UNIT C UNIT D DWO NO. T/SCHEMATICSIDE IUNIT C52,100 17'-2' 9'-6' 13'-6' DNS-02 UNIT D 46,300 17'-2' 10'-3' 13'-6' CRANE LIFTING VIEW 4 I II — I 1 � ■ — 1 — __ —_ 1 — 1 -- �—{tip —1~l — I ro - — — — — — 1 1 • — ' ■ NIP y — ■ _ 1 F t r I 1 ■ _ � 1_ 1■ 1 � 1 ■ 1 r - . . DEL - � 1 1 1 ■r 1 ': ■ — EN ■ ■ M 1 1 ■ 91-10, 11 91-6- 1.12, 1. r 81-91 81-9. 1 81-10, 81-10, 0' V-6' V-6' 4 V-6' V-6' V-6 01115� TURA I To MIN T NJ, RNh' i is cIpf-I 4G CiRri 4G 2 "U Ul ID 0 � � _.._-_-- _ _.._.._ _- _.._.._ _ i , doe w�`y.� 1 • ® 0 0 �u 0 �u Z� -9 : : l I " " J r=�4�-�. �-��n Z 3 9()l 6 0 0 SLIDING DOOR "')'01VAL - STOP REQ'D I.ELPIJES Al),1123,201= CU 0 NS-0 r IN I anuary 15, 2017 zo 6 J 05-0' < mit4. MIN• I Ln 38M N.SuRivan Bldg.J7 Spokane,WA 99216 M I URNING TURNIt4G TURNIt4G 4 CIRCLE CIRCLE CIRCLE C) 3'— 3' 0' + 0 ju All( 1, cxr—rA�l Precast Products HAWS #1119FR ADA DUAL 901 N.H*woy 77 Hilsboro,TX 76645 HEIGHT DRINKING FOUNTAIN WITH SKI CANE SKIRT DENALI SECTIONAL 2'-10 112 0:• BUILDING NUMBER DNS-011 WOODFORD B-65 EXTERIOR NOTIM LOCKABLE HOSE BIB WALL MOUNT 7'—l' A.F.F. o.�.4 b KVt O " CXT WASTE PAPER BASKET y k kty Md 10thi th.Plill-lit-caret 10 2 CXJ k-,aObd By 04.0,9 0 L,% S.S. SANIFLOW HAND DRYER 'N7 CXT Alt—llok"tla P-tW-PWPM My ME DRANK FLOOR PLAN owl NO. SHEET DNS-03 54] ■ EL' vI _ ■ ■ ■ _ 'I6 rME 0 . . 1 . ■ � • - L ■ ■ 1• r ■ ■ % No ■ 0 ME ■ 1 a' I MEqr • OEM ME ME -MEM f NCO ■ MEM 1: .. 0 r IL j5j 04 1 MOEN 16 0 1 No-e la a 49 . 1 M�IMEMIEM :r 1 0 ME momm qle ma 0 -11- 1 . ' :' . m ro. .M.7 A ON !NEEME 1 0 ME 00 0 0 MEN i ■ , J _ - or 1 1 ` - } ti .0 fbl' Im _ 1 ' I-� T ■or - ' - 1 - _ ■ ti WE _ - EMBEDDED MATERIALS Inal an NOTE: BASELINE OF LOWEST TACTILE CHARACTER 3068 DOOR ASSELIBLY 7 SPRING HINGE 4. 4" PLUMBING VENT PIPE EXHAUST FAN ROOF CAP ON SIGN TO BE 48"-60" AFF. 5x4.5 7 (TYP 4 PLCS) (TYP 6 PLCS) ADA HINGE SI- 4. 6 ROLL UP DOOR ASSEMBLY 1 ELECTRIC HINGE 4.50.5 7 HAWS #1119FR ADA DUAL HEIGHT DRINKING FOUNTAIN i i i ANCHOR NAIL 1/4 x 3/4 /W CANE SKIRT PREDRILL 1/4- (TYP 24 PLCS) SIGN (SI-2) ADA SYMBOL AS REQUIRED io i i i i ELECTRIC HINGE 4.5x4.5 I I I (TYP 6 PLCS) AIp i i ¢I,y 3068 GALVANIZED DB DOOR ASSEMBLY �• SPRING HINGE 4.50.5 (TYP 15 PLCS) I I I N � I O I I I CU.FT.CDNC. SD.FT. W.W.F. o c EXTERIOR LOCKABLE `�,, WIC HOSE BIB WOODFORD B65 1'-5" 3'-0" 8'-4" 17'-2" FRONT ELEVATION �+ �FcIS �S�nNAL ts�G PHOTO CONTROL EXTERIOR LED LIGHT (TYP OF 2) EE(PORES :�pril?3,LD17 6'-0" x 4'-0" STEEL EXHAUST FAN ROLL UP CONCESSION DOOR (TYP 2 PLCS) January 15, 2017 W/ AUTO SLIDING WINDOW 10 1/8" DELTA RIB METAL ROOF TEXTURE FACE TO WALL MOUNT J808 N.SulNan Bldg./T Spakna WA 99218 ROLL UP DOOR BOARD & BATT OVER CAST IN HORIZONTAL LAP WALL TEXTURE 10" INTEGRAL • o �� FRAME Precast Products 901 N.Highway 77 Hllabao,TX 76645 j I 4" DENALI SECTIONAL BUILDING NUMBER DNS-011 o OUTSIDE 4'-0" INSIDE Iona I I llla Hfam"tun co5loM"d Min 6 I✓ww"and th" Qdp*ya pr"ty of C(T w"prel"1. Th.Mlv *Ul mo aN tw low by VH ligN r"cpwnl lar the purpo" Rw oo lw a dsIM0.,of thk Ffp U.- Y"tr 0j prd .d slthal tn"WV wtl---1 cl CIfT N(orpO�al"d By dw,"v—of thh w—U..r ELKAY 12" DEEP x 80" LONG =pm ly"I,n .t tl.'ly d of atl-a" U U S.S. COUNTER ATTACHED 0 TO WALL WITH TAPCON 2'-9" ca<r�"°"�' CONCRETE SCREWS fV ,Ic FINI D FLOOR SCALE 1 4"1-0 DATE 12-9-ta IIY DRA MATT FRIMN n '40. DNS-irii 5'-7" 6'-0" 5'-7" EXTERIOR ROLL UP alecxED P.M v,,DT 4a DOOR DETAIL BUILDING ELEVATIONS 17'-2" iDVM NO. SHEET Fr["v. REAR ELEVATION DNS-04 z 54 • 1 ■ ■ � ■ 1 ■ ,I ■ 16 ■ L ■ ■ ■ ■ I • No ■ ■ ■ ' . a ■ ■ ■ .6 ' _ 1 ..i ' ' - ' ?! N.• ' 1 I J 1 ■ 1 1.. ME 910 Y1 a=1 1 . . C 1 ■ ■ 1 �=� ' ' �■a711 � � 1_ ■r� ' ■ + ■ ■ rim_ 1 1 ■ ■ ■ `■ } No 16 0 ' 1 dry■■ r 1 1 ■ r ■ — 1 A i r NOTE: BASELINE OF LOWEST TACTILE CHARACTER ON SIGN TO BE 48"-60" AFF. - - r - - - - - - - - - - - - - - - - - - - - 1 1 I 1 I i I 1 1 I 1 I I 1 I 1 I 1 I 1 DELTA RIB METAL ROOF TEXTURE I I I I I I I I I I I I 1 I I I � 1 I 1 ' ® ® BOARD & BATT / HORIZONTAL LAP TEXTURE I 1 flfl i TYP ALL EXTERIOR WALLS I I ' 1 1 1 I I I 1 I 1 1 I I 1 1 1 I 1 I I I I I 1 1 I I I I 1 1 1 I I 1 I 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A'` FRAMELESS MS-2 VENT �% JJA f R� Ln (TYP 2 PLCS) 3'-3" 3'-0" 3'-3" 3'-3" 3'-0" 3'-3" 3'-2 1/2" N-0" S-7 1/2" p4 WA C� 5" 9'-10" 9'-6" 9'-6" 9,-10" 5 " 38'-8" i ^" 39'-6" RIGHT SIDE ELEVATION "",390 6 GIsreR �? - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 EXPIRES April 23,2017 I I I I I I January 15,2017 I I I I 1 I 1 I MW N.gAlwn Bldg.11 Spokat%WA 99219 I I � I I I I 1 I I -- - CAT -i Precast Products 1 I 901 H.Highwoy 77 HAlebao,1%76645 ® ® ; DENALI SECTIONAL Q10 9uILOING �u►, mis-011 1 I I I I 1 I I h w 1 t I I 'lJ I 1 "p ,y of CxT 1yxy�oY7�-4&T t'�lor�mnlnwn I I I I 1 I h w.tbnn�tr1Dutlo�ef'WM hamo I I I I I I Y trl+sy Wowed.O t o"p,lu alum worm,of C%T I.—we...,q�DDY.I.WN I.w yof IN.hbmwt:s.. I I ® I I ® I I w. FduOFiarmly o1 "n+ad,mmablRy�vaMnlnae�a o 1 1 I I 1 1 p"rtkf/a PIIrPatt. I I 1 1 1 1 CKT I 1 1 I I 1 O *I O 0 t ll7 3'-3" S-O" 3'-3" 3'-3" 3'-0" 3'-3" SCALE I .-1--0 0xre DRAWN I YAn WNW IfILL HO. OHS-011 5" CHECKED Ion PLOT 9'-10" 9'-6" 9'-6" 9'-10" 5,. ♦e BUILDING ELEVATIONS 38'-8" 39'-6" OWG N0. 5HEET REV. LEFT SIDE ELEVATION DNS-05 5 54 1 1 - 1 ♦96 1 " _ b ■qT VIE 7 ■ _ s 7 1 ► 1 y 01 ■ -2 ► 1 _ � i ■ ■ 01 ■ ■ Y 1 JT _ ■ , ■ ■ ■ ■ , my. 1- - I 1I _ ■ �A ■ 1 ■ 1 ■ II 1ma of ■ IL■ - ■ _ ■ it.&- ■EU 1 � r1 � 11 - � � �I ' J _ .1 I- _ . _ . . . . 1 1 I 1 1 1 ■ � _ ■ I ■ I ji _'1 L 3i ■ i _ r ' _ ' ■ _ I _ ■ 1 ■ ■ ■ - 1 _ 1 I jj Jill ■ I� 1 ,�� F 1 ' t 11 I ' �� ! rl + r I 1 61 I I I _ : 11 � 7 - 1 1 CTL 0.0 ro -I- 1 r■ ■■ ■ _ _ ■ ■ ■ 1 - � 1 Nil 4 +�■ I ti � or I oil IN or . � L . I R '�I � IN IN 11.1 , � } 11 . 1 I � . 1 - I ' ll . ■ � I ' � ' " 1 ■ , ■ , , ` i Im . . � 1 1 1 . jI 3 . _ 1 1 , 11 I ' i 111 � ■ . I I , . ' � � 11 1 , ■ ` �. � . ■ 1 A 1 . i • � _ . . . 1 I.� t ` I.� 1 . ` J11 1 . ■ .t ■ 1 1 1 VANDAL RESISTANT WALL HUNG WET LOCATION 4' LED LIGHT FIXTURE OCCUPANCY SENSOR ACTIVATED (VPF8-4-28W HP-4000-120—CP—WHT—WET—OCC—TX/SD) SANIFLOW S.S. HAND DRYERS OCCUPANCY SENSOR—ACTIVATED EXHAUST FAN (TYP 6 P CES IF (TYP 6 PLCS) 18"06" SS MIRROR SENSOR OPERATED FLUSH VALVES (TYP B PLCS) S.S. FLUSH VALVE BOWL (TYP 6 PLCS) GFCI DUPLEX OUTLET (TYP 6 PLCS) 0° S.S. LAVATORY \ (TYP 6 PLCS) 't 3'-6" Lj ® 41 1 �t W M lV 0 iV �s WAe�y, C,y I I�I f1 111 III III III � � � �Y - qsv � •re' c�a d 9" 1'-6" 5'-9" 1'-6" t'-6" 5'-10' i'-6" 1'-6" 5'-9" 1'-6' � 5" 9'-10" IS TS 1 INTERIOR RESTROOM ELEVATION `ssI()N,1t,�� COAT HOOK EXF4F ES April 23,2017 ONE PER R.R. . anualry 15, 2017 OCCUPANCY SENSOR—ACTIVATED EXHAUST FAN (TYP 6 PLCS) TP DISPENSER (S.S. 3—ROLL)ANCHOR NAIL 1/4x1 (QTY 6) 3808 N.Sullivanan Bldg P Spokane WA 99218 PREDRILL 1 1/2' S.S. GRAB BAR ANCHOR NAIL 3/16x7/8 like)w (QTY 9) PREDRILL 3/16" DIA Precast Products 901 N.Highway 77 HAlebliro,TX 78645 DENALI SECTIONAL WASTE BASKET BUILDING NUMBER DNS-011 � (TYP 6 PLCS) NG= Th.hi—Ow a Wkw herb t.yawn nw tn. 'pr ..du.bw".ny of W Nao wmid. 1M lnfmnotlm moy oNy D...d by th.v1$4 .,*Wnt fa tN Wryow Nl.nMd Rq�a�oduatkn m a buiIal of V w NfTnolion B M.trkey Yd+On.d Mthwt V.pw r flt n ttn. 1 of CXT Nov➢ t.1 eY da.Np bM M tle.hlYrnotWn, C4f Ncvpor.l.d�mt.no t}}bp.r a hpr d. Ndudh9 0.o<.an.y of nwahan1�14y a of fr for o wtWw prpo O< QXT Nmbpe.Ml a N [V b, 2'-10" 2'-10"U Fol SCALE 1 •-f-O oATE T2-e-fa 1'-6" 5" aANN WATT NN400 FlLE IIVO. ON:>—uii S-4" DRAMs tAe PLOT 9" 1'-6^ 7'-3" V-6" t'-5" 3'-0" 2'—t1"— '�1'-6" —5" 3'-0^ 2'-11 V-10" 4'-0" 5'-10" INTERIOR RESTROOM 5" 9'-10" 9'-6^ 9'-6" ELEVATIONS OwO No, sN�, 2 INTERIOR RESTROOM ELEVATION 3 INTERIOR RESTROOM ELEVATION DNS-06 a 5a O I 1 ■ ■ 1 1 ■ � I ■ 1 - ■ 1 1 - �I 1 ■ ■7 1 1 1 � � 1 L 1 ■ I I' I - 1 1 %111-P M. a- . - -: - • In( r i 1 ram, 1 ~ 1 1 . ILic ■ 1 1 ■ 1 1 ■ 1 I 1 r■ � 1 � I ■ 1 ■ �.7M ' 1 ■ ■ G■ ■ ■\■ ■■ ■ r jam - - , - -■+ r ■ ' ■`■ � 1 1 1 1 1 1 1 As ■ ■ _ 1 ' ■ A — 6'-0" x 4'-0" STEEL ROLL UP CONCESSION DOOR WET LOCATION EXHAUST FAN W/ PASS THRU WINDOW OCCUPANCY SENSOR OPERATED SURFACE MOUNT GFCI OUTLET r MOUNT 12" A.F.F. (TYP 2 PLCS) 1131 200 AMP SERVICE PANEL o ° N pg WA`y C�+ INTERIOR CONCESSION ELEVATION 39()16 3068 CHASE DOOR W/ SLIDING DOOR STOP INAL EXPI ES April 23,2017 January 15,2017 COMPOSITE MOP SINK S.S, HAND SINK 3NO N.Sullwn Bldg.p Spokane,WA 99216 1 l i 1 1 I I II I I I 1 I I I I S.S. 3 COMPARTMENT Precast Products SINK I� 801 N.Highway 77 HPklbaro,1X 78645 I I I I ° 111o®r 11.[ ° DENALI SECTIONAL r BUILDING NUMBER DNS-011 HOTICt! Tno wo—&lo,oo,t*.d h ih,W P PrWM o"0 us ach+>ir+PrePM!Y of C%T 4¢orpaotPL I1r 1mrroUm J,t oNy D.uMd�r N. 4!kt tk Of fa tla pur9w Fle"ded. R a d tr 0W of tln Int t Cf Y P1ACUy ProlJbllW.1tIWt II"Wbr slttn GmN"t of CXT 1�carPno!od R'/dpMp w.of thY Flormo(iM. I C7f1 IncardP!.d pmU"0.arml .+Prove v Ng3W. 9 d.orrmfy of mordmtllny v of P�he Iv o Y • � pPrtkWr WOo.. I I I 1 I 1 I I I 1 I I I j I I I I CALE 1 4.1- OAIE I II-a-16 t I I DRAM VATT 9tAMC0 —NO. —5I 011 I f71LGKFD I 19Y PLOT de, • • INTERIOR CONCESSION ELEVATIONS OwC NO. sm 54 INTERIOR CONCESSION ELEVATION DNS-07 2 1 ■ 1 ' M 0 INN ra ■ ■ , 1 1 tiJ.J ke 7 T 1 . � � IY 1 ■ m ■ M Ell .' E '■ a — — ' ■ r ■ ;PMM&- Lo � IMME '■ , ■ Ell ■ .T i.-d L. ar 1 1 16 �' f ■ I - - ■ Ell mm Ell .m Ell Ell FORM COIL BOLT MESH MESH R303 PS / AS-2 ° FORM FACE MS-4 FORM FACE _ PS-10 FORM FACE PS-19 SMOOTH_ I FORM FACE TROWEL TEXTURED 4„— MESH DETAIL A-6 DETAIL B-6 DETAIL C-6 DETAIL D-6 DETAIL E-6 SCALE 3/4" = 1'-O" SCALE 1 1/2" = 1'-O" SCALE 3/4" = 1'-O" SCALE 3/4" = 1'-O" SCALE 1 1/2" = 1'-O" <DIM POINT> 45' o MS-13 AM AS-4 f , WAcy,�c,�►9 41 2" (2)B-181x9 FORM PS-19rk, .p� MIN 1/2 x 1/2 CHAMFER TYP z -� (TYP 3 SIDES) + 1 3/8 6 5" tv 3g0'16 p � -FORM FACE COIL BOLT 3/4" RECESS FclsrEa`� EMBED AT �S�nNAIL, TEXTURE FINISH FORM FACE MESH NOT INCLUDED IN 4 1/2" DIM MESH EX ES nh+I1".zo><� FORM FACE January 15, 2017 DETAIL F-6 DETAIL G-6 DETAIL H-6 DETAIL 1-6 DETAIL J-6 M N.SWIN N Odg•n Spoka",WA 99216 SCALE 1 1/2" = 1'-0" SCALE 3/4" = 1'-O" SCALE 1 1/2" = 1'-O" SCALE 1 1/2" = 1'-O" SCALE 1 1/2" = 1'-0" im Eff Precast Products 9W N.Hooray 77 HAlsWo,Tx 76M PS-2 PS-2 DENALI SECTIONAL 3/4" MATCH LINE WALL PANEL BURRING NUMBER DNS-011 PS-1 — w WALL PANEL eH b+mm ft cola a ev,h a a°wut.y ma M. y �`' Uon 1"0 PVC SLEEVE ud by�k°'' °'�"'fh� xp— 'fly \ RgoOucl on m d.Y�tlm cl N.hlumatkn AS-2 w 1 4 C r cuoo ed°dDl..0 o°.r.Q:o w'i!0 o! CXr NmrporolM ppml.nc rormlyy..ayw a Mp1. txFiAYy a rcrrmty o!rtwd�mlabiltY or or Mrnw for o \ _ PS-2 1 4 Vs1kW,'r MOM CM h..rp.nlN A ORSLAB — PS-19 t3/86 YP ROOF SLAB PT-1 FLOOR SLAB �J POST-TENSION FLOOR SLAB G JACKING CHUCK ELAR SCAB DNHNN YAR BRAN(A irLE ND. DNS—vil NOTE: ALL OTHER WELDED CONNECTIONS 2-#'3 BARS CHECKED r"� PIDT re 3/16 x 6 FILLET CASTING DETAILS UNLESS OTHERWISE SPECIFIED. DWG N0. ;QIEE7 REV. DETAIL K-6 DETAIL L-6 DETAIL M-6 TYP. WALL TO WALL PANEL DNS-07 L;/54 SCALE 1 1/2" = 1'-O" SCALE 3/4" = 1'-O" SCALE 1 1/2" = 1'-0" WELDEDCONNECTION ■ 51 ■ 1 ■ ■ ME 'Eve J 0 . UTkAw L . 1 L �■ ' - 1 ■ , ■ ■ rJ ' I rrl aMEE ■ ■� ■ � 1 ■ :� ■ ■ 1 EM No ME EMEME ■ mm r ' 1j no ■ 1 . ■ �1r ■ ■ No ■ . i , ■ 0 MEN NEC 0 ON JIM ■ 1 ' ■ 1 ■ — ti ■ or 7 1 ■ . r :t . j ' IL ■lp I= d 1 r ir . 1 ' ■ ■ 7 ■ ■ V EMBEDDED MATERIALS ITEM OTY AS-2 4 PS-2 12 ' FL-648 4 12'-7 1/2" ti - R411 4 ¢� �° R317 2 40 J—BOX OPEN FACE UP �! R320 8 R303 6 6"6s EMBEDDED CONDUIT FOR R3x86 8 8 ELECTRIC LATCH SYSTEM R3004 4 `o• ti R3x90 2 R4192 4 a 2 PS-19 6 10'-0"<DETAIL 'B'> ® a 4� ¢may. R4x112 2 i R303 y !� � R303 EMBEDDED CONDUIT FOR r 9_2 MOLD 2 x4zW8xWB ELECTRIC LATCH SYSTEM ONE LAYER MESH _ 4x4 E-BOX 2 4 ry CENTERED 40 J-BOX 1 2 \j m ROUND MUD RING 1��S• B.O. 31 2" DIA 2 °a o HOSE BIB R.O. 1 T-9" r ^ g 40 1 8' x 82 1 14" B.O. 2 R4x192 Tii R320 R320 z 6'-10 1/4" R4 1 — _ 6'-9'<J—BOX> — — — — — — — — — 6'-2'<PS-2>4'S-19> _ 03 \ R3 =—� g CU. FT.CONC. SO.Fr. W.W.F. 42,3 (1.57) 120 APPROXIMATE WEIGHT 6345 5'-O"<SI-2> I I I I II II II II N III II iltl I I 32 1/2" � 3'-6",CPS-2> C> � _ _ = = = — —I I is 2'-11"<8.0. 3 1/2' DIA> I II Of 2'-10 1/8" M R3x86 2'-5 1/2"®.O. 3 1/2' DIA> R3xf% \ v N N r N.Suxlvan Bldg,17 Spokane.WA 99218 1'-0"<HOSE BIB B.O. 9'<PS-2>PS-19> R303 7�,: f R3x90 0" 9 U5' Precast Products MAX 901 N.Hloway 77 HAleboro,TX 76645 C, a a ^ a a c m N DENALI SECTIONAL I I y m s J a 1n WA I S `^ �104 R�C BUILDING NUMBER DNS-011 a a '• mNOTNE Q:r Q I r7 i2 M I s `r • p v,.ml—.om—tda W WO,s weww%y.4 Ne \ : f0 O O 01 " \ h Oc/uYn V.P ty of CxT M-nwala0. R.{,!-0. < a ® O] may o+y bf uNE eyy Ih$o+o►d 01Wt lv 04 MPc ra n O \ Mwdo& Rawoducllm o ✓Eut_of this 1,4-00n N I x ti M w•.rktly woMxN.fe+aut tN't wal.—t of x T` I I x pR cy000ib pBmytdla.Y�9p m)ol Nl.�IarmcWd. n Om GO ^ \ O 39076 Q �� pwty of m«d+a,imllry w of at—to a FclsTBRti 4� f9(T ma,peW gC11 'ov �S�nIVAL I i 4x4 E-BOX BACK TO BACK 1 FORM FACE N OPEN FACE UP d� N EXPIRES ;�PrII 23.2017 ROUND MUD RING DOWN /J SCALE 1 2-I-O DATE 12-19-18 January 15, 2017 CHEMED RDIF PILOTwu 24 �1 CKS— NOTES: 1. WALL THICKNESS — 4" + TEXTURE WALL PANEL — 1/2" 2. EXCEPT R411, R303, R4x112 do R317, REINFORCING BARS TO BE MARK W1 7" PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN. owc NO. COVER. ALL OTHER REBAR TO BE CENTERED IN PANEL DNS-09 TEXTURE BLOCK OUT DETAIL 'B' S4 . . or4 NOON ■ } . ■ ■ ■ ■ NON . . . . � ■ ■ ■ ■ MIN-0 •SEEN no k, p Pi 7 ■ ■ NONE SEEN _ - -� _ him , IN 1 J . i IN ■ ■ ■ ■ 1 MM ■ • `MEL. ' 1 ■ 1 .I ■ SIMO ■ ■ LONE ■IN • 1•■ 1 NINE ■ _ 1 �_ ■ r ' 1 ■ E IL 0 0 0 l ] NOW I J • EwBE00ED MAMMALS ITEM OTY AS-2 4 PS-2 12 PS-19 6 12'-7 1/2' Q��ry �pv 8 R411 4 - R303 2 R3x86 4 R320 8 R3x96 6 ti R317 2 R4112 2 R3x76 4 B.0.8"x8" 2 R303 R303F] q`0� ti - a a 7'-9" n n R3x96 0 Of z 6'-10" CU.FT.cow. so.FT, W.W.F. 6'-2",d'S-2><PS-19> N'` 48,3 1.79 145 g APPROXIMATE WEIGHT YC�Jc 1245 7 iV ONE LAYER MESH 4x4xWBxW8 3'-6"<PS-2> " CENTERED D 00 x x x 00 x � f7 0 w Y 0 o N 04 M 3606 N.SuIllm Bldg,F Spokane,WA 99216 9"�S-2>�5-19> NeXT Qf fM R3x76 R3x76 II 0" Precast Products 901 N.Hlowoy 77 Hillsboro,Tx 75645 nns ��,L�qM�, DENALI SECTIONAL o a N o^W N 00 rn N N �C BUILDING NUMBER DNS-011 j w °°x OD o �"°x I I In io 92 o 00 NOWE s �• p� w��giti 9 Tfi.YffafiMlm!wlaiftw hw*W prop�tatvy ord mo 4 •r' p ..k f.p,,Wy of OrT w—pvaltd. iM hfo—tlo, N toN N "'~ h mpypJY b.u..d by lM vlgNd r.dpMl tv th.pvpo.. RWIA il.or d44 lol of hAT1Z. Tn r- y*k,"prohl Y.d.that it.priorrill.o...t of CKT Y.ovpvot.4 BY beoA'7—el thif F+kvmation, C T ir.00pooiw qr.h n -7—t!M—or kvnw, bW019 o—Y a—hmta0 Y Or of fxa.w for0 Cf� RwO � p>nws w paa. an�.arwaw �as�nNAL E>iPMS :April 23,2017 SCAU 1 -t- DATE 12-14-1E >� January 15, 2017 cHAwfl Rov °'""° pLoFILE"o 24 ON -011 p1ECfE0 ROw PLOT T. 1. WALL THICKNESS = 4" WALL PANEL 2. EXCEPT R303, R411 & R4112, REINFORCING BARS TO BE PLACED IN PAIRS MARK W2 ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER Owc NO. 91EET REV. 3. ALL OTHER REBAR TO BE CENTERED IN PANEL. DNS-1O 10 54 i I w r Pool _ ti ■ �■ � ■ � Sri -' t fir . � -mi Ni No r■■ ■ a CUL ti ■ i I' ■ 1 I 1 1 :1 i1 1 ■ 1 ■� 1 1 1 `I � ■ 1 1 _ 1 - 1 ■ 1 ' 1 I 1 ■■ I - n I I ■1— �� w I F r 1 I _ 1 _ 1 ■ � _I II 1 1� ■ 1 ■ 1 1 • I 1 — — I I ■ ti1 ' ' 1 I ■1 x I • I r I ' T 1 OL � 1 ■ 1 ■ — • AM ■ 1 INN 1 ■ I ■ _ I I _ ■ ' y ■ • AL � 1 — _ � 1 ■ 1 EMBEDDED MATERIALS 'IEM 'Ty AS-2 3 PS-2 1 PS-10 2 PS-19 6 R4x109 1 R3x109 6 ONE LAYER MESH R322 6 4x4xw8xw8 R308 2 CENTERED R3x88 4 MS-4 B.O. 2 R320 8 MS-2 B.O. 1 -- --------- --- - ---------- — 7'-6' N------- R3x109 M M K K I I I R3x109 6'-2 <P5-19> am I I__ II II II II 5'-8"<MS-4 B4O.> M o I O l) =_—_—_= R3x109 -- _-_----- m � I ' R322 R322 R322 R322 SMOOTH FORM FINISH I 5' TRIM BOARD 00 x I o (FACE & EDGE) 0x0 M K CU.} n / F. W.W.F. o 3'-6"8S-19> 5,00.93 73 APPROXIMATE WEIGHT 3,750 R3x38 NI I M 1'-6"GMS-2 BO> O m I 1 F.- 2 O K I R3 3 " R4 1 " 5" MAX-IA o M7 O N O1 Im rn I a1 to Tn 3606 N.SUNhron Bldg. l7 Spokane,WA 99216 (lN( N DO v N o i7 N m N m I a N NEW N Precast Products o [,IAM RAC 901 N.Hlglwoy n NNebxo,1x 76645 N wASH�ti �+ DENALI SECTIONAL BUILDING NUMBER DNS-011 N H� ~• V Irons cli "' TM hfp li.—1*.d ty Ar"Yi Y popLl yal!Uw I ... �..aw«Ir"f cxT Mc«w•.l.a n,.'htarrtwtb mry ad W vad 6r In.abM K•M.^I frr t>w P^nw A. NlK.db. Rp.od+cUa a d4trWlkn n1 lnl.F/amcll _ Wr CIT In mh1"*141=.1.q uMo tl.1.f Ffarma4m,o1 I CR�'OIm�nrpp— GIST . CID pnlxJar KqK- SS�nNAL L� w hww"!.a EXPIRES April 23,2017 January 15, 2017 s 1 -0 DATE Q-10-16 DRAYM I WIT BDx00 I k'. NO. DNS-Oil NOTES: 04ECKED IW9 PLOT 24 1. WALL THICKNESS 4" +TEXTURE WALL PANEL 2. R320, R3x88 & R3x109 REINFORCING BARS TO BE PLACED IN PAIRS MARK W3 ONE EACH FACE OF PANEL W/ 3/4' MIN, COVER 0 NO SHEET REV. 3. ALL OTHER REBAR TO BE CENTERED IN PANEL. DNS-11 11 se, ■ 1 . I I MEN" ■ M ■ ` _ I■ ■ 1■1 IN ■ _ � • _ . . IN tMI ■ �■ • if • • ' _I' ■% - ■ • _ OL ■T- I _ 7 16 .F I, Iiti■ �■ ■• • : � y _ _ � ■ _ I ■ IN fw �•# 1 1 1 M ► NMI 1 1 7 I _ rl 1 1 L 1 1• ■ 1 1 i _ 1 1 ■ ■ , IN 1 1 1� S EUKDDED MAMMALS lTEU CITY AS-2 3 PS-2 1 PS-10 2 PS-19 6 R4x109 1 R3x109 6 ONE LAYER MESH R322 6 4x4xWBxW8 R3x38 2 CENTERED R3x88 4 MS-4 8.0. 2 R320 8 7'-9"— IDS-2 B.O. 1 0 R3x109 M I M � I Cr I I 6'-2"<PS-19> _- -- R3x109 =- —_-_ m 5'-8"<MS-4 B.O.> II ————————— — II R3x109 II — ------==--1i l4 m I 13322 R322 R322 R322 I SMOOTH FORM FINISI-I—\ m 5' TRIM BOARD 0 1 x (FACE & EDGE) fr _ I 3'-6"<PS-19> I� CU.FT.CONC. S0.FT.W.W.F. 1 25.0 0.93 73 AMOMMATE WEIGHT a 3,750 J R3x38 a 0 N I I Z `EM� 11 II 04 I I �o l'-6"<MS-2 BO> 11 4 I x elf 9"<P5-19> R4 1 " -�5" MAX A O N O A � I fn to v O' f3806 N SDIDwn Bldg./7 Spdcon0.WA g9216 C N M m to m INEW iT V' s In AM Ric Precast Products 04 m �• ��W�y`. 0N.Hlghwoy 77 Hll&wo.Tx 76645 1 WQ _ s N 4�v •�� ?� DENALI SECTIONAL (o y BUN DING NUMBER DNS-011 fV N let TM nlomwVan omtdre fwM.Y" TIM y"ea l d 6 en.p"Wy.1 cxr ncroqo rpd«mr.a m.nro,"ela gti��Q' hwd.Y aW°�om or dwwta of tt,% two I..h %y plo bld tiP.Wf f»prla/vn11n onwnl"/ Cr 6 c' W. By yl",hp w of M.b nlom"Ikn, �nNAL�'� „)(T a a o° d�f ci':d"m`AOWy or a n"�.`�0. f (Ww pq� E1(PIM April 23.2017 °fT w January 15, 2017 1 2 1- GATE 12-tY-16 NOTES: WEEK YAtt fF�N00 PLO N0. DHS-Ofl tlfEptED NDf PLOT 2� 1. WALL THICKNESS = 4" +TEXTURE WALL PANEL 2. R320, R3x88 & R3x109 REINFORCING BARS TO BE PLACED IN PAIRS MARK W4 ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER DNC N0. SHEET REV. 3. ALL OTHER REBAR TO BE CENTERED IN PANEL, DNS-12 12 54 i I� � � - � - - � _ - +�u � - - ' i l i i i - i �.- � i .� + - i � _ - ti _ � �: � ■ ■ � � � - T � . � � _ :. _ � - - - - � � • � I _ - � _ - _ I _ _ � , EMBEDDED LLATEMALS nEm OTY AS-2 3 4' SO x 2 1/8' DEEP OUTLET BOX W/ 4' SO BOX DEVICE COVER 3/4' HIGH PS-2 7 APPLETON ELECT N8470 (NEAR FACE) 4' SO E—BOX W/ OPEN FACE (FORM FACE) PS-10 4 R317 4 —11'—B 3/4' R3000 4 2 i�• —11'-6 3/6' R3035 4 "Ir x W.C. WAIL SLEEVE 1 4x4 E—BOX BACK TO BACK It W/ ROUND MUD RING UP B.O. 3" DIA 1 m B.O. 1 1 2'DIA 1 ix 2 GANG MUD RING 1 ONE LAYER MESH B.O. 4 1/2' DIA i 4x4xWBxW8 — 91-81<PS-2> 9'-6'<B.O. 4 1/2' DIA> CENTERED 4x4 E—BOX RECT MUD R 2ING 2 ROUND MUD RING 1 B'-O'<E-BOX> x y Z J aL� 3 —6'-2'<PS-2> 4x4 E-BOX BACK TO BACK �a M IK REC. MUD RING UP m C3 %a= x 1 �- ..� c "S CU.FT.CONC. S0.FT.W.W.F. In Cl 33.9 1.26 100 x cl APPROXIMATE WEIGHT 5,085 3'-4'<E-BOX) 3'-3 1/4'<E-BDX> 2'-5'<B.D. 1 1/2' DIA> 1/2'<B.O. 3' DIA> n n m 0: at — 9'<PS-2> 5'<W.C. WALL SLEEVE) a ' — 0' —0' 4 aeoe N�sBarvoa slag.p spakaa.,WA ggxle CU N X ¢ X ¢ X o Ljy I-1 Vl .�. ■1■ O O� I 1 I Ilaa w a oa y v a CL a ya l,11 fU LJ fU v m d M M CU ' I I I ID .1r a N c[ Precast Products Li Of c N �I AN 4 W N.Highway 77 H11118 .TX 76645 y pvq r rX a^ a Q w'uyiy C� DENALI a x a aCti �r4 CJjO9� BUILDING NUMBER DNS-011 Cm i `f. Natta v CU tn.ntp mallon o«to"w0 r rwt o «y na lha "cl,"yop«ty of DaT FKorp Wi n»tiw—tko let _1 1 v zo �4p ay a.aoo o��«u a ftt bAof to a F«�m N swjt p•ohEtt.A ov"I tM pA«.Alta taunt of 3gp7b Q ar L wp«ot.a 8,d..tic of th4 Hw un. G D%t YK .t d qnt.m—ty.ov—«hyM4 9 ty o CX O �`C15 T��V�� hh f—h3,lblly«of Ilt—b a S�nNAL�� aaT 1".«p-*W EXPIRES April23.2017 WALL SLEEVE (FLANGE SIDE DOWN)\ January 15, 2017 SCALE t 2-r-o DATE t2-tl-ta ORANH wtr etANCo Tat:inD. DNs—Int o NOTES, G/ECKEo aaw PLOT 24 1. WALL THICKNESS = 4' WALL PANEL 2, REINFORCING BARS R3x100 & R3x135 TO BE PLACED MARK W5 IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN. COVER DING NO. sNa€T Ru. FORM FACE 3, ALL OTHER BARS TO BE CENTERED IN PANEL. L54 DNS-113V THICK BLOCKOUT WALL SLEEVE BL❑CK❑UT DETAIL Me `Rom-�"EE ME I mmmOka.3iM .MM. : .re ME 0 MEMNON ME 0 0 NMI off ' - hrm 1■ T7 1 . - Y'1'7■■ F. -m 1 0 — — - ., �r 0 — 1 I —n-b �Q�x 1 0 MEN ' • d'• r MENNEN - ■ 1 0 No MEN ME ■ 11 If ■■.1 ■ r — r - V'y � ■ T 1 I 1 � Ia : f ■ ' ■6 ■ 11 ■ ■ ■ ■ r 1 I 1 1 -d FEE I m m -MmE r 0 0 0 0 0 a1 ■ ' — — ■ — I 1 • 1 . � ' ■1 ■ —• ■ 1 ■ - 11 • - ■ - 1 1 ■ ' — . . ' 1 I - 1 1 . 1 ' ■. i V ' 1 . 1 _ J ME 1 ■ MEa ■ ■ MEN. ' - 1 . ME El ■ ■ ■ v — 7 ■ fir _ • 10 EMBEDDED MATERIALS ITEM OTY 4' SG x 2 1/8' DEEP OUTLET BOX W/ 4' SO BOX DEVICE COVER 3/4' HIGH A$-2 3 APPLETON ELECT #8470 (NEAR FACE) PS-2 7 4' SO E-BOX W/ OPEN FACE (FORM FACE) PS-10 4 R317 4 11'-8 3/4'— R3x100 4 11'-6 3/8'— 2 /e' p R3x135 4 4x4 E-BOX BACK TO BACK x10 u W/ ROUND MUD RING UP W.G. WALL B.O.3" DIA DIA I I Cl) B.O. 1 1 2'DIA 1 2 GANG MUD RING i ONE LAYER MESH B.O. 41 2' DIA 1 9'-6'<B.O, 4 1/2' DIA) 91-8'<PS-2> — 4 CENTERED 44 E-BOX 8 RECT MUD RING 2 R(XJND MUD RING 1 8'-O'<E-BOX> x N W w. 6'-2'<PS-2> — m 30 4x4 E-BOX BACK TO BACK "m m REC. MUD RING UP I F m cm �C3 �~ H Cu.FT.CONC. FSO.FT.W.W.F. in m M v 33.9 (1.26) 100 x x me APPROXIMATE WEIGHT o 5,085 31-4'<E-BOX> 3'-3 1/4'<E-BOX> 21-5'<B4O, 1 1/2' DIA> 2'-1 1/2'<B4O. 3' DIA> 7:11 n � M m 9'<PS-2> — 5'<W.C, WALL SLEEVE> RJmIDQ n 3M N�SMlllvan Bldg./1 Spokane,WA 99216 am vi fi A O O .+ ala ala Pq y a y d 1 ¢ y 01 W N W fU W d v (L v v (- m i .�+ n v zO v n C) fh v a 00 W c .I.i �a Cu I I p. Cu a W N n IAM R� Precast Products aX J Cu y. pg WA`y�Cisi 901 N.Highway 77 HIW)oro,TX 76645 0w a 4 � �p �d DENALI ih w B ~ BUILDING NUMBER DNS-011 v L3 a M 3 v Cu v NOT ae m ai Th.avv acv y a d I ai h«�ndol e�.ter«ago" ^ �'1 Q r,, m 1 .y a uwd eT the o,"-*let fa ar pa+pa. GJS 1 E1t� �� titaw 0.>a lfwod a omlo,of teat xb—ism Way p=.d.not v prb-Itln—1 of o By olo"use of n+M InIo—tiv% NAL WudFq a�a aty of_AmIaON y or vl 61—la o pwll."pnrpora CxT b. Wdw EXPIRES .lpril 23,2017 WALL SLEEVE January 15, 2017 (FLANGE SIDE DOWN) \ �� scALEI IT-wl-D oATE lz-ll-la O ,i, . • ORANN WlT BNANCD f1lE ND. ONS-011 � NOTES, OIEOtE➢ RPw PLOT 2� • / 1. WALL THICKNESS = 4' FORM FACE WALL PANEL 2, REINFORCING BARS R3x100 a R3x135 TO BE PLACED MARK W6 IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN, COVER o�c may, 91EET REv. I' THICK BLOCKOUT WALL SLEEVE $LOCKOUT DETAIL 3, ALL OTHER BARS TO BE CENTERED IN PANEL, DNS-14 14 54 1 MEN ■ ■ MEN ME ME . ■ 1 ■ ■ ■ ME ME . . ' . 1 . .■ �'■ �L MEN ■ ■ . �- _ ME � . ■ r�!ejari��P% 1 0 00 ' ■ 11�._ •• :�o ■F■. ■.. 4 ■% ■ . • ■ _ 1N MENEM ■ ■ %EE1 Y ELM 0 no- WCWL1 1 MEMO ME ■ MEN 1 ■ ■ ■ 1 1 ~ ■ 1 MEMO• , 1 ' MEME 1' 1 _ 0 ME AVE MEN im ME 1 ■ ■ 1 � ` r ME 0 0 El ■ ■ ME ME ■ ' ■ • ■ - - MEN ' ■ 1 ME T ■ 1 0 1 ME or • • . ' ElE ■ Y1 f 1 L — — ' 1 1 EMDEOM MATERIAL5 ITEM GTY AS-2 4 PS-2 12 PS-19 6 FL-648 4 12'-71/2' Q�N �� R411 4 R303 2 R3x86 4 R320 6 R3x96 6 R317 2 R4112 2 R300 4 B.O. 'x8' 2 s�9e R303 R303 ❑ ry A A a 7'-9" r � _ r7 R3x96 -y tr 6'-10° Z / CU.FT,CONK SO.FT.W.W.F. 6'-2"<PS-2><PS-19> A N" 46.0 1.70 139 8 APPROXIMATE WEIGHT 6,900 N ONE LAYER MESH 4x4xWBxWB CENTERED 3'-6"<PS-2> t0 10 O rn 00 M to t In 0 o N oN 09 31 N.Sull m 069.P SPOkma,WA 99216 0) M � � ncxr K 9"<PS-2><PS-19> R3x70 R3x70 - Precast Products -1 4"I- 901 N.Highway 77 HAle6orq Tx 7880 ,�or eu o a A �'N N N A A DENALI SECTIONAL H N i"T alo o N N '�AM Ric BUILDING NUMBER DNS-D11 I N iG (n g m L g g , w�sy �9 "OrQ v o o �, i C � TM Nim"etlan omlflMo MeN Y o�Whl uld LN i I ��' �� erd.Yw OroW,ty of C%T NEaled TM N �tiv"wtlo� mey wy N wM t,y tM yfpYd ecD� purpose yO N N I �" N!aWol. RgoNcl4n ar ibbatb+01 lids hlairollon ^' Y et,xtty po++Dxw.1"ovt iN1 pAv mnt.t i of iA 1� Cf ,"°, O(T Nmrporoted BY dM+q ua e1 MY Nt—tbn. C T Ntm7aoteA grate Iw,. w'jr anew a N'V1eQ == of merd+v�Iob ty w of Et—V o „{ '16 Q rxr YearH""1M O RFGIS f- NAL EXPIRES April 23,2017 sm SCALE 1 2-1-0 DATE 12-19-15 DRAM WATT M440 FILE No. DNS-Oil NOTES: January 15, 2017 UIECKEO my PLOT 24 1. WALL THICKNESS >a 4" WALL PANEL 2. EXCEPT R303, R411 & R4x112, REINFORCING BARS TO BE PLACED IN PAIRS MARK W7 ONE EACH FACE OF PANEL W/ 3/4' MIN. COVER DYT.NO, SHEET rev. 3. ALL OTHER REBAR TO BE CENTERED IN PANEL 15 DNS-15 54 • Mill • ■ ■ 1 ' _ 0 ■ r' � - - — tJl ■ 111111111 ■ T Nip ■ _ ■ • •■ 1 ■ 1 1 IL �r >R ■ � ■ 1 p ■ ■ 1•�} R MINNIE ■■■F WIN! pp 1 11 '■ ■ ■ T , ■ N , ` ■ ' i■ • III 0 If NF 1 I ' 1 Ml 1 I 1 ON! NINEMEL% m 1 I • 1 R • 1 � m 1 I . ■ WIN! m ■'Mill. ■1 - r■ 1 a ■ ■ `1 • ■ ' 1 1 ■ 1 ' 1 ■ � L 1 ■ 4 1 , 1 I , I �' - 1 r7 i OF INS 1 1 ■ ■ P. L 1 , mop ON 1 II In ■ 1 1 r I ■ _ . 1 JONIN, or - - I or .K• 1 -— ELOEOOEO MATERIALS ITEM OTY AS-2 4 PS-2 12 PS-19 6 12'-71/2' '� FL-648 4 R411 4 4" R303 2 R3x86 4 R320 8 R3x96 6 R317 2 z Qom,' R4x112 2 Ryk7,? ,'o R3x70 4 EL C( g. 9'-6'�S-19> R30.3 8.0. 8"z8' 2 R ¢` 0• ry 8'-10"®.0. 8"x8'> ❑ ❑ Q i 7'-9" h ^ n R3x96Ckf N 6'-10" 6'-2"<PS-2><PS-19> \ CU, FT.CONC. S0.FT.W.W.F. CCC� N 46.0 1.70 139 8 APPROXIMATE WEIGHT �i 6,900 7 N ONE LAYER MESH 4x4xW8xW8 CENTERED 3'-6"<PS-2> LO L0 tt o 00 7 M x Q ( 2 N oN N N 3606 N.Sullkn Bldg./1 Spokma WA 99216 N9"�VS-2><PS-19> R3x70 R3x70 B eXT 0" - Precast Products 4"I` 901 N.Hlghwoy 77 Hlhlboro,TX 76645 r.oaor nu o A C4 C4 DENALI SECTIONAL x 00 x rn cn c ,�►�+I RO BUILDING NUMBER DNS-011 s s 10 CDEn c »ono LO n m uo 1-4 • .a r.rWo+r of LxT 4aopnol.a T l lomwtbn l l �+ o 1 j„ may only w�«a oy Mo or4}xl rofipMnl for tM pwg000 C.lA:I1y prd�4l.6 y 1. tlM yf"wdl4nkl cm ti of .� CxT kx otob m obm uw of MY Hkrr"14 Cxf Ncpyvdod pp t ra.o ml%%oar v i+WNd o,du.pnq o"vrv,ly o:—d-tw7Ry or Of Mnon la a A. OQUP10 PIRA— CIS TC'� E(PM$ April?3,2017 ME*1 DATE +z-ro�+o ORAMN WTf d!NlOD FlLE NO. ONS—OI+ NOTES*. A 1 THICKNESS = 4" January 15, 2017 � WALL PANEL 2. EXCEPT R303, R411 & R4012, REINFORCING BARS TO BE PLACED IN PAIRS MARK W8 ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER OWC NO, SHEET REV. 3. ALL OTHER REBAR TO BE CENTERED IN PANEL. DNS-16 16 54 - ■ TO ME 0 0 "Ot _ . . MEN ME L _XLI I ' ■ I ■ r ■ 1 ■ ■ • � F ,?No ■mME I - - 'I EMBEDDED WATMALS lnw OTY AS-2 4 PS-2 1 PS-10 2 EMBEDDED CONDUIT PS-19 6 FOR ELECTRIC LATCH R317 4 SYSTEM UAW 4 3"x6"x2" DEEP PARTIAL R3x88 8 BLOCKOUT ®NEAR FACE ONE LAYER MESH R320 4 TYP 2 PLACES 4x4xW8xWB CENTERED 3'x6'x2"DP PARTIAL B.O. 2 SI-2 MOLD 1 — 7,-9" 44 E-BOX 2 - --- --- ---- ------- - ---------- - - --- - _ _ — 7.-6" ROUND MUD RING 1 h R3x109 8 Bof R3xlO9 g o Iof I I _ __ __ 6'-10 1/4" ---- -- 6'-9"<DETAIL 'B'> �_ a LAm I 6'-2"<PS-19> i7� I II II I I I 00 I II II m I II II 5'-0"<SI-2> I OD II II m W M li itx x x I _ I r 3'-6"<PS-19> CU.FT.carlc. 50.FT.W.W.F. 18.3 0.68 50 I APPROxIMATE NE]CHT 5 I 2,745 0 O F IZ n n 0 1 e7 w a 0 r r 9"<PS-19> p O" 5" MAX pAj n A A N N O p I O 0 N I I 0 _m 01 I m I tao N N I m 1 0 3W8 N.SWIlam Bldg,/7 Spokme,WA 99216 ¢ m O � ¢ QX�' J (Yj I p ay Of I W 10 m fV N N ch AX N Precast Products 04 R p' 901 N.Hlghwoy 77 09boro,Tx 7" \ ° �• o�W DENALI SECTIONAL BUILDING NUMBER DNS-011 \ 4 y i NOT2 ti Th.W—tkn—t&.d W10,N PaPNt and tM V ~ Y i••d by4•orlpb9d uPkW�Mw fhr tWp— A. hto.d# R w Q,dfelrEuOm of thh.hbmatb" 9p1G Q 4V` «rr f_pkUy t'M.an aT"mw.ao 0,15 '"""'of NAL�� Cxi w r--—i 44 J-BOX W/ 1 11 r FORM FACE ROUND MUD RING DOWN 1� 1 EXPIRES April 2017 _ I January 15, 2017 1 "1-0 GATE lY-f9-10 NOTES: ORAYRI YAR HtAN[0 FllE N0. ONS-011 l]iECNEO cAr PLOT 2A 1/2" 1. WALL THICKNESS 4" +TEXTURE WALL PANEL 7" 2 ONEOEACH6FA EROFIPANEL W/ 3/4" MIN. COVERO9 REINFORCING BARS TO E PLACED IN PAIRS MARK W9 TEXTURE BLOCK OUT DETAIL '13' 3. ALL OTHER REBAR TO BE CENTERED IN PANEL. °No"D. DNS-17 17 54 1 1 ' NO 0 MEN ON r+u 1r 100 "1 '■ — - NNOMMON ■ ■ 1 � JOIN C ON . . 1 7 � '■ti 16 ME • or avMaW 1 • 1 ON 1 , ' I 1 ■ f Y ■ - 1 I . 1 ■ _ ■ 1 ' 1 ■ ' , 1 1 ■ ■ r■ r , .■ ■ El 0 im -00 4 mi NO 0 0 0 mom Al. No r 0 0 0 a. WIN L s? ■ 1 ■ �ii MEN r ■ 1 Ji- 1 - 1 - • 0 0 VIM _ 1 . ■ s ■ ■ • ■ rye ■ ■ EYDEDDED MATER,ALS ITEM OTY AS-2 4 PS-2 1 PS-10 2 EMBEDDED CONDUIT PS-19 6 FOR ELECTRIC LATCH SYSTEM R317 4 3"x6"x2" DEEP PARTIAL R3x109 4 BLOCKOUT ® NEAR FACE R3x88 8 ONE LAYER MESH-- TYP 2 PLACES 4x4xW8xW8 CENTERED R320 4 3'x6'x2' DP PARTIAL B.O. 2 9-2 MOLD 1 7'-9" — 40 E-BOX 2 7'-6" — - -- --- - - -- ------- - ------- ---- _-- ROUND MUD RING 1 N 1 R3x109If cv I 6'-10 1/4" M I 71I 6'-9"<DETAIL 'B'> 6'-2"<PS-19> m �I I� Io II II I M I 5'-0"<SI-2> II II 1 m II II � I 00 1 rr II Ij x I 3'-6"<PS-19> o N n CU.FT.CONC, S0.FT.W.W.F. V 18.3 0.66 50 APPROXIMATE HEIGHT n 2,745 I a 0 I` n I z M M d0 O 9"<PS-19> I v u 0" p 5" MAX O O O O N N N _O A A � I I O I to m N a cn I C� I o, F \ F NO K SWINm Bldg./7$*an%WA 99216 m aa� M lr 04 U cli 1 flexy NfV m0 Q s s Precast Products a 1 k� t,LtAAj ' 901 N.Hlghwoy 77 HYleboro,Tx 76645 i x 4 WA`y C' DENALI SECTIONAL N c0 � coI ?�,�ti �p BUILDING NUMBER ONS-011 No1Ki � ^ ewe M.hlprmptb"CMtOY"d hf✓tl Y q4 Mtv od a1e mo"t yJW be lwe C Me y a1 cif 04 pxp� 01 htv�dud. R w eHlSon of tNY W—lkn Y 0lidy 4+Gd VtW IAe p.,or z i o 1 of cr Inwrpaot d BT dlahp ue.of a+b hSa/maUo+, =7. QI$T �. n.wslaei wp y or m.mo im m`d o sw:id o _ dsI 11G Po<I1aYQ pupoee an" e ''° 4x4 J—BOX W/ 1 1 FORM FACE ANAL Q '° ROUND MUD RING DOWN 1 �1 Lli=.d N EXPIRES April 23,2017 N January 15, 2017 h 7 - 1 DATE NQTES@ DRAYM YA7T i}tAlICO Fll£N0. DNS-011 CHECKED RLIP PIOT 2a 1/2" 1. WALL THICKNESS = 4" +TEXTURE WALL PANEL 7" 2 ONER32OEACHBFA E OF 109 PANELINFORCING BARS TO W/ 3/4" MIN. COVER PLACED IN PAIRS MARK W10 TEXTURE BLOCK OUT DETAIL 'B' 3. ALL OTHER REBAR TO BE CENTERED IN PANEL. onv No. %IEET REV. DNS-18 1 54 Y ti ■ 1 . . ■ _ ■ • • _ _ . _ NNNN . ■ . . _ ■ ` ■ .f � r■ rr Y ■ I _ r■ MEN EMEN ■ ME f 0 ■ IN i ■ • bim' MO MO ■ ■ ck . _ ■ 11 4 MIN . • �� • • -ONE EmN . r . . - . 1 •� i ` r • _ • • ME1. 0 M • 1 ' 1 ■ T r T- Tr � 1 L . - 1 . . ell - MEN , ` FN - 1 77 1 1L No. MEN 0 A I Mo ME MEN MEN DLI _r - IN ■ 1 7 • ` r 0 MENIMME-_ 0 0 . MO MMIMM ■ ■ y ME ME 0 _ ■ ■ MEN _ ■ ■ 7 EUSEDOED MATERIALS 4' SO x 2 1/8' DEEP OUTLET BOX ITEM OTY W/ 4' SO BOX DEVICE COVER 3/4' HIGH APPLETON ELECT 08470 (NEAR FACE) AS-2 3 4' SO E-BOX W/ OPEN FACE (FORM FACE) PS-2 7 PS-10 4 R317 4 — —11'-5 3/16' HAW 2 2 B. --11'-2 13/16' R3032 4 4x4 E-BOX BACK TO BACK _ W/ ROUND MUD RING UP !I 9 R3400 1 1 X 1 W.G. WALL SLEEVE 1 2 GANG MUD RING 1 cn B.O. 1 1 2' DIA 1 ty ONE LAYER MESH B.O. 3-SO. 1 9'-6'<B4O, 4 1/2' DIA> CENTERED 8 — 91-8'<PS-2> B.O. 41 2' DIA 1 40 E—BOX 8 RECT MUD RING 2 ROUND MUD RING 1 x H 4x4 E-BOX BACK TO BACK zz ZO> — 6'-2'<PS-2) REC. MUD RING UP ro o h x ln= ~�E3 o _ F. �+ M m CU.FT.CONC. 50.FT.W.W.F. fn 33.4 (1.24) 100 APPROXIMATE WEIGHT 5,010 3'-4'<E-BDX> o s 3'-3 1/4'<E-BOX> 2'-5'<H2O. 1 1/2' DIA> 2'-1 1/2'<B.O. 3' DIA> n n m fy —9'<PS-2> 5'<W,C, WALL SLEEVE) R3xlQ0 —0' — 01 x ¢ X a X c c clu o N no Cu ^o 0 3M N.Sulhm Bldg.P Spokwi%WA 99216 o ca d a o c Cu i ^Vi i p_-77■■ W fU W jV W `ly d Cu v p (L Li CD lU Cu Cu fU .�+Cu Wd 't Cl) v I w N Precast Products I � y aR v D J X ro ^¢ n Cu 901 N.Howay 77 ftboro,TX 76645 0 a - DENALI U 3 WAS �C BUILDING NUMBER DNS-011 v No O�+�/v T4 h W t ow+.a wo6 P1,91.l 'k,dwX"-ty.1 z ma tm. xT h.atu. t .n h mny pd M„re 4Y N.or1 r.ep4nl M M.gxpoa 2 .rn tidnEtl. F.podxikn out V. vdo, of t. nlc 1 of �++ CLf Mcaporot•d 8y ob.T+q u..of 1N.h+mnaux,, WALL SLEEVE put a hwa a.=?,of mrew lob y a a nt,...•b. W bla wpm (FLANGE SIDE DOWN)\ 0 �Q�C,9St1T�R�G� �w CXT h..Ppatid —�� AL ECG` •. rUMM -0 DATE +2-19-+6 ti DRAWN 1 N11 ww" GxE fljD. OH5-01i FORM FACE/• NOTESi January 15, 2017 p�CKED a"" PLOT 2' 1. WALL THICKNESS 4' WALL PANEL I' THICK BLOCKOUT WALL SLEEVE BLOCKOUT DETAIL = 2, REINFORCING BARS R3x132 TO BE PLACED MARK W11 IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN. COVER IDWO NO. 3, ALL OTHER BARS TO BE CENTERED IN PANEL. DNS-19 19 54 i' 1' NE - 0 ■ ■ y ■ E ■� rME -r100 .■ OEM !t.-j I L 1) ■r ■ r., :e ME 10 i 1. ■ ■9 1 Q 1•LE" t�L it ;d ON 1 WC191. MENNEN ON -• 1 ■ L _ wLr + ' 1 ■ ■ ■ � 1 ■ , 1 ON Al ■ ■ . ■ + WE ■ ON 1 • - . ■■ ■ NO - -in - , ■ l 4' SO x 2 1/8' DEEP OUTLET BOX NDEDDED YAIEAIALS W/ 4' SO BOX DEVICE COVER 3/4' HIGH ITDA OTY APPLETON ELECT #8470 (NEAR FACE) 4' SO E-BOX W/ OPEN FACE (FORM FACE) AS-2 3 PS-2 7 PS-10 4 R317 4 11'-5 3/16'— R3x100 2 4x4 E-BOX BACK TO BACK 11'-2 13/16'— 2 / W/ ROUND MUD RING UP P R3x132 4 R3xiuu W.C. WALL SLEEVE 1 2 GANG MUD RING 1 m 8.0. 1 1 2' DIA 1 ONE LAYER MESH B.0,3'SO. 1 9'-6'<B.11. 4 1/2' DIA> - O 9'-8'<PS-2> — 4 CENTERED B.O. 4 1 T DIA 1 44 E-BOX 8 RECT MUD RING 2 ROUND MUD RING 1 8'-O'<E-BOX> x y 4x4 E-BOX BACK TO BACK 6'-2'<PS-2>— ui .,`0 ZO REC. MUD RING UP o 0 CU a: N� =C3 c lU N r) CU.FT.CON(. S0.FT.W.W.F. 33.4 1.24 100 APPROMMATE WEIGNT 5,010 3'-4'<E-BOX> 3'-3 1/4'<E-BOX> r s 2'-5'<B4O, 1 1/2' DIA> 2'-1 1/2'<B4O. 3' DIA> � n Cl M M 9'<PS-2>— ~ 5'<W,C. WALL SLEEVE> u 0• 0, — u 44 w a a 0 o c�lu a o H 808 c cut 3 N.Sullivan Bldg./I Spokane WA 99218 I I t y Vl I h V! v I ®■■■��■■■ CD ^ d v v a a N v N �W .-, OD V j ti N N .N. ,�., fU ti W y `� Precast Products 0 Cjw o W o �o a r7 a/a aj H y i I� T Q N a xo J v 901 N.Hlowoy 77 Hll"o,Tx 76645 o WA`j�RC DENALI BUILDING NUMBER DNS-011 a Nona W ud O Y pm on om1MW n�h Y propT l� ma tM r —yh� property of IXT InoaP«ot.e. Tlv l�ft pxp+ may "tv and 6r fM ftw tkc Of .tM pupoa W tkO N�roouc a tlon of l-,Y h4ormolU• Y Wktly prahOlt.d.I4. M pA«•,11t�+Tanw.l of CiT Ina«p M d BY ob.tiq w,al fhY YAM ha vt WALL SLEEVE O d90�6 0 a.«ioni` z y«of nl-.w 4«a (FLANGE SIDE DOWN) ' �ISYL'R °°tt'n<av«"""o"m.mot .�w.«MgYa F ti � �u y a+m.rMmlo6 n \ �S�nNAL y 0 •::: •, � EXPIRES :1pT71 2J,2017 ♦.. ' January 15, 2017 E t -t- DATE 5-I9-1e DRANK I NArTWJ#O FILE NO. ONS-DII FORM FACE NOTESI 04ECSEO RDV PLOT 1 z V THICK BLOCKOUT WALL SLEEVE BLOCKOUT DETAIL 1, WALL THICKNESS = 4- WALL PANEL 2, REINFORCING BARS R3x132 TO BE PLACED MARK W12 IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN. COVER one NO. ISHEET REV. 3. ALL OTHER BARS TO BE CENTERED IN PANEL, DNS-20 20 54 1 � , 1 _ ■ mN_ IN ISM • '1■ t" ' 41 E ME 'MINA 0 1 1 ■ 1d�' . MI■ - - ■ ._ r 1 . f r7 . In `` Qv4■1q&17 1 1 ' _ I 1 r a , -.1 1 1 1 1 ' �1 ■ 1 r 1 I1 1 . 1 1 1 No ■ ■ MINN I „ 1 _ ■ I ■ 1 1' I ' i � � , � � i II II , I , ■� ■ ■ ' ' _ ■ L P. ■ ■ ■ ■ , r it 1 1 1 I1 1 L II 1 ■ ■ _ _ _ -IN 1 ME 1 1 1 ON . ■ 1 1 ' ME ME 1 1 ■ EMBEDDED MATEMALS ITEM GTV AS-2 4 PS-2 12 PS-19 6 12'-71/2" Qh�`ti FL-648 4 R411 4 R303 2 R3x86 4 R320 8 Bap. R3x96 6 R317 2 Q� R4x112 2 R3x70 4 419• 8.0. 8"x8' 2 R303 S R303 4�0• Q 1 p� (Lb` l�s• 7,_9. n R3x96 M W-10" C 6'-2"<PS-2><PS-19> \6 CU. Fr.coNc. SO. FT.w.w.F. $ N 46.0 1.70) 139 S APPROMMATEnT WEIGHT 6 \ f� J I N ONE LAYER MESH RE 3'-6"4PS-2> CENTERED CENTED 00 M x 00 of K n ff O [V ON 0 O � M 3806 N,SuRN n Bldg.f7 Spokane,WA 99216 9"<PS-2> PS-19> R3x70 R3x7O ME Cjw U" II Precast Products a ^ I I —I 4-1— 901 N.Howoy 77 HiMoro,TX 76645 C N Off CV i iv /� N A fV wuaar nM 5 N a H A _```U61 DENALI SECTIONAL o 00 g WA 'C� BUILDING NUMBER DNS-011 (y ® C \ i0 ��• `y�0� 71r h(omolbn cmtolvd M�111 CD pr.pMl aM Ur co j 4 ��' �wr O —s,w.Fl-wty a aT hwp>otw Tr,�ro��tw ip .- Vj i 7+ ^rod'mly e.u-by tM W91W r"W-1 V a.p p— Y�l>•fd.d Reapp�aoucU.0 dl'—lw of mi. + W—li w.t'ktly vonunfa.1hwl rr PA0.bw--t of �., C%T hocwbl-t. By 0.Mq.w or MY hkm+um ImW�y o"mma"ly of 1—h.f 01i1y u of Mn...b o Q 3 907 V Q p0itala purpo.., cxr M—w ew FGISTERti Q' NAL��yG EXPIRES April 23,2017 SCALE I I 2-I-D DATE 12-19-1E NOTES: txtAWH WTi eltARto FILE No. DNS-011 January15, 2017 GFEQtED RDp PLOT . 1. WALL THICKNESS 4" 2. EXCEPT R303, R411 & R4012, REINFORCING BARS TO BE PLACED IN PAIRS WALL PANEL MARK W13 ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER 3. ALL OTHER REBAR TO BE CENTERED IN PANEL. bwr No. 15tiall REV. DNS-21 �X54 ■ _ MEN ■ _ ■ _ ■ . � 1 � L7 ■711 - r ■ m IN � . >.■ or Oro 1 e -r, ■ • 7 MEI 7 • ■ 1 ■ � r0 IN C 1 ME . . ■ ■ ■`■ 1 _ ■ ti • o 1 r IM 1 1 • 1 � ■ �■ ME L — - 1 1 INN 1 • I 1• , 1 1 11, 1 L �. L 1 � 1 � _ �1 ■ 1 1 . MEN ■ _ F 1 . , • 1 • 1 . ■ ■ ■ . 1 r IN 1 ■ 1 ' ■ • 1 ■ %M 1 ■ ■ ■ ■ Y _ - ■ ■ �J 1 ■ ti ■ i ■ 1 1 • I 1 1 ■ ■ ■ II ■ r _ 1 L • ■ 1 _ r 1 ■ • 0 0 MEN • EMSEDOED YATMA S m QTY AS-2 4 PS-2 12 PS-19 10 12'-71/2" ,ti FL-648 4 R411 4 R303 6 R3x86 4 69"6• R320 8 R3x96 6 �ry R317 2 R a� R4012 2 R3x70 4 s'-8"ems-19> z i ``v 4`9• B.0. 8fx8f 2 R303 , R303 y\0♦ W-10"®.0. 8"x8"> iry Y� l 7r-9" 7'-3"<PS-19> 1• ? r` ' R3x96 n W-10" Of EZ y � z 6'-2"<PS-2XPS-19> 0 a� CU.FT.CONC. T50.FT.W.W.F. $ N 46.0 1.70) 139 APPRO 6 AATEWEIGHT I 900 ONE LAYER MESH 4x4xWBxW8 a OENTERED :— 3'-6"�S-2> � 0 0 rn rn x n ) tco j Q Of f7 O O O O N CV N N 7 to M 3606 N.StAlvan Bldg 17 Spokane,WA 992% 9",TS-2><PS-19> N R3x70 R3x70 eXT 0" o { I I I Precast Products I p_I4.I_ 901 N.Highway 77 HOIBboro,TX 76645 o A A �N � N A " N A A `�L�qM DENALI SECTIONAL 1 I m I t ,� ;D R� t BUILDING NUMBER DNS-011 W A`y f�Cjr m Mora f7 1 ® v ^ f0 ^ ^� t O� ��J�T IM hto mdom t tdsod Wf+l M prW%(xy ma Ns N in aD N i>0 j ,� jrC 0 L/� ..daM n.P ty obff O(f hhmmmow MY hbm+ollm N 1� Or C+ •- ± x •",,, htir6idy R dbf or 6WEuo..1y 1h. two•hif f vlYn CXT ll-WP W y dour ow prior ts.b'cm tl of u+rf -v no uM of lN0 Nlan k-o ,IJ Md KmyocUO 1Y of no+�bt nprar o tipkr r� A. hW�9 o rarv+ty of msdrmttOfRy or d Rtrr,w ryr a pmi aIm pupae � FCISTL��4'O !V rxT Nefrpfrft.+ )NAL��yG EXPIRES :1l)rll 23,2017 SCALE t 2�t-0 DATE 12-10-f NOTES• DRAWND flaw fY� P�TNO. DNS-0ii 1. WALL THICKNESS 4" January 15, 2017 WALL PANEL 2. EXCEPT R303, R411 & R4x112, REINFORCING BARS TO BE PLACED IN PAIRS MARK W14 ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER APO 040. Sh&-. nc'r. 3. ALL OTHER REBAR TO BE CENTERED IN PANEL, DNS-2 2 22 54 ■ ■ Y ■ ■ ■ 1 ■ 'im 7 ' ■ - ■ � I _ -.% LrL . ■ - '■0% ■ ■ ■ ■ _ ■ ■ _ ■ _ ■ ■ �� rri� Tr -■ i ■ r 0 .41 CUL 1 . .i r ' ' ■ no Z 1 1 ■ ■ ■ ■ ' ■ ■ L _ ■ L■ ■ 7 ■ r 1 - ■ n ''1 EMBEDDED MATERIALS ITEM OTY AS-2 4 PS-2 1 PS-10 2 EMBEDDED CONDUIT PS-19 6 FOR ELECTRIC LATCH R317 4 SYSTEM R3409 4 —3"x6"x2" DEEP PARTIAL R3x88 8 BLOCKOUT ®NEAR FACE ONE LAYER MESH TYP 2 PLACES 4x4xW8xW8 CENTERED R320 3'x62"DP PARTIAL B.O. 2 2 9-2 MOLD 1 7'-9" 40 E-BOX 2 - — 7'-6" ROUND MUD RING 1 I M _ R3xi09 8 8 g N R3xi09 6'-10 1/4" 6'-9"<DETAIL 'B'> L— I II I 6'-2"<PS-19> ro qy I I t I I i•)� I II II I II II p m I II II 5'-0"<SI-2> I � II II I I co II II 00 ro I II II x rx M I 3'-6"<PS-19> cu.FT.coat. SO.FT.W.W.F. t L3 18.3 0.68 50 APPROXIMATE WEIGHT 0. 2,745 g I o� N MOf M v 9"<PS-19> " " — 0" 5" MAX ip n n n n /� n n n n p l 6 p N I N _? � Ol o) I m I In N I m I s WA BB218$s J J JBOB N. 1pNan Bldg/7 pollans,N ' F N N F M a m o a 7 QQ�XX��j J LL) I p /aNv� W 7 m N fV I In to Precast Products AN N S 1 �,� BD,N.HIghway 77 HYlebo%Tx 76645 N 4 W,uy C _ �ti�y9 DENALI SECTIONAL I �. 4 �p BUILDING NUMBER DNS-011 N Nona p TM h1«molb+oo"tdad N.*I. ..aaAw MaD.�l1 01 CXT kl-p«-W Th.6,k--U- V mar aJy W6 by m.."1.10.t/«th.P.P— A op,-&a'a 64 wkA d M4 Mmma�M Q1 4.kkUr � e a .d, ttn"up, ..p.tft a1 1n11.1.nN..w N«im.Nciul+. ofd9D76QD Moo«.t.4 ord9CISTS .h.1aK,« �� .,«, p p 4x4 J-BOX W/ r FORM FACE EXPIRES April 7.3,2017 ROUND MUD RING DOWN L_y� iv January 15, 2017 SC�U.E1117-I-0 DATE 12-10-1e NOTES: oRAww uArt eahALO �tE Ro. D+rs-un crEaeD Ai+ MOT I 2. 1/2" 1. WALL THICKNESS m 4" +TEXTURE WALL PANEL 7" 2 OBII G BARS TO RE PLACED IN PAIRS ONE EACH FA E OF PANEL W/ 3/4 MIN COVE MARK W15 TEXTURE BLOCK OUT DETAIL 'B' 3. ALL OTHER REBAR TO BE CENTERED IN PANEL. 0"0"°DNS-23 N54 REV, 1 - � - 1 1 ,• I 41 u OL .n01 ■ - 0 F I Lim Ewe 0 L ■■ ■ mmMv ■ MEN `- r L.. Q■i ■ L _ 11 ■ 1 � r - 1 , 1 ,I 1 J - 1 I 4M , 1 � ■ 1 - 1 11 1 � 1 - r ' 1 ' ■ L ■ - ■ ' 1 ■ 1 Y - - 1 1 I ■ 1 - EMBEDDED MATMALS ITEM CITY AS-2 4 PS-2 1 PS-10 2 PS-19 6 EMBEDDED CONDUIT FOR ELECTRIC LATCH R317 4 SYSTEM R3x109 4 3"x6"x2" DEEP PARTIAL BLOCKOUT O NEAR FACE- R3x88 8 ONE LAYER MESH TYP 2 PLACES R320 4 4x4xW8xW8 CENTERED 3'x6'z2" DP PARTIAL B.O. 2 St-2 MOLD 1 4z4 E-BOX 2 7'-9" — 7'-s" — - -- ---- - ---------- - ------- ----- --- --- - ROUND MUD RING 1 o R3x109 Kv M I 6'-10 1/4" 6'-9"<DETAIL 'B'> LA �I 6-2"<P Q5-19> m CD al I I I II II I m 5'-0"GSI-2> II II A I I OD OD II II 0D00 p I , 00 x x II II I Cr 0 3'-6"<PS-19> n CU.FT.CONK. SO.FT. W.W.F. 18.3 0.68 50 it I APPROXIMATE WEIGHT 2,745 I O J I F- M a: K 0= v 9"<PS-19> LIL 71 n 0" I I I I Y 5" MAX n 04 N N 0p O OI � O 1ri I to In to I C6 to O1 to a Q vl 3M N.Subm Bldg./7 Spokane,WA 99215 P mill iz x cxr Q 0 t0 Y J Q � I Q N m CD w Precast Products tQo a V \ N ; `` LiA A' 901 N.Highway 77 Hillsboro,TX 76645 \ C�• OQ WA��WT y DENALISECTIONAL ECTIONAL x l �+ 6 BUILDING NUMBER DNS-011 la y I� "•'a osslwl aope'ly p7 IXT hcaparol. 1N fnbr 0. may only a,paroaa�ac�oadtb�NbyAvr.4AK t fv tN.p..p— tr �a f.1rc�te+tf prohdtad"taut tM pdw.rtt.-t obi FCI�Et � 4V cxr by o."La .b�no~ai tan old-o WOW. s `� F.du/q e.ara,ty et m.rdw�lahlMy v el IIN...Iv a �S�nNAL�'� CXT IlaipN"W r 44 J-BOX W/ , 1 FORM FACE EXPIRES April 23,2017 ROUND MUD RING DOWN I �1 11 L��d January 15,2017 SCA1E f 2�I-0 DATE f1-fa-ta NOTES: IXtANfI MATT BPINCO fiLE N0. ONS-07f CHECKED I FOr I PLOT YI 1/2„ 1. WALL THICKNESS 4" +TEXTURE WALL PANEL — 7" 2 ONE EACH REINFORCING S TO E PLACED IN PAIRS FACE OF PANEL W/ 3/4 MIN. COVER MARK W16 TEXTURE BLOCK OUT DETAIL 'B' 3. ALL OTHER REBAR TO BE CENTERED IN PANEL. DM KID 9t T REV, DNS-24 2a 54 1 ME ■ EM ■ ME . . ME ■ 00 NNINM IF ■ 1■ M ■ ME _ ■ ME 1 . .ME ■ ■ ,ti 1MEN m ■ ■ ■ 1 ■ � 17f J MEN ME ■ . � NN Imm • 1 1 1 , 4 1 • • ■ 1 _ 1 . _ ■ 1 f _ ■ F - i01 ■ ■ rj1 L 1 ' MEMIN � ow ■ No L 4' SO x 2 1/8' DEEP OUTLET BOX EMDE00EU MATERIALS W/ 4' SO BOX DEVICE COVER 3/4' HIGH ITEM QTY APPLETON ELECT 08470 (NEAR FACE) AS-2 3 4' SO E-BOX W/ OPEN FACE (FORM FACE) PS-2 7 PS-10 4 R317 4 2 /9' —IF-5 3/16 R3000 2 4x4 E-BOX BACK TO BACK - —1L-2 13/16' R3x132 4 W/ ROUND MUD RING UP I(3400 g g y 1 W.C.WALL SLEEW 1 n 2 GANG MUD RING 1 B.O. 1 1 2' DIA 1 ONE LAYER MESH B.O.3` SO, 1 4x4xW8xWB — 9'-B'<PS-2> 9'-6'<BA. 4 1/2' DIA) CENTERED B.D. 4 1 2' DIA 1 40 E-BOX 8 RECT MUD RING 2 ROUND MUD RING 1 ® e'-o•<E-sox) Vl W 4x4 E-BOX BACK TO BACK 'O t` °3 —6'-2'<PS-2) REC. MUD RING UP of .\m.z 0 In L _ fU G _ .. CU ruIXI.FT.CON(. So. FT.W.W.F. 33.4 1.24 100 APPROXIMATE WEIGHT 5,010 _ 3'-4'<E-BOX) • e 3'-3 1/4'<E-BOX> 21-510,0, 1 1/2' DIA> 2'-1 1/2'<B.O, 3' DIA> n n M fi, � a• —9'<PS-2) 51<W.C, WALL SLEEVE) Y Y —0' I-0' x a xo ¢ xo o o I? o ^ ^ N N. o ^o 0 3W8 SMflkw Bldg./7 Spokane,WA 99216 0 a w a i a + to ti / I I I QD y n „N�, : v y d v v d W aD fU N (V H a m Precast Products o a ^ a ti .. 901 N.Highway 77 HilaDaro,ix 76616 4 �ti 1AA1 DENALI u v I RI a 4 WACj)y!/C� BUILDING NUMBER DNS-011 NaTIQ r �4 O�� TM o,Ni U.—t*.d A.. r prop,%t and at. .xdv0";v"ty of CYT vx wal.d. 7M Y+ra tlm "my a uW ay o,.mr�«brwt wpurppurposear pa Htmd.d. R.txoc<+AAn a 1.b IWU.d 04.►tkmatkn ! 1..gkby.°ADn.d VOW 7M pb wit.—t of WALL SLEEVE cxr I °I er.a +.oI W k ottm. LKT Ncwya,°t.d I.ro,mml wyvr.a ImpW. (FLANGE SIDE DOWN) O d9016 Q �� mtwp W..1r �ny° of nm...ro ° �cfs T N AL • �c—'k EXPIRES April 23,2017 S -, I 1 2-1-0 DATE 12-19-t8n r-t DRAWN I MATT FMW 1 FILE N0. 0 NS-011 FORM FACE NOTES' January 15, 2017 `"E`"E° �' �`°' 2' V THICK BLOCKOUT WAIL SL.FFVF 3LOCKOUT DETAIL 1, WALL THICKNESS = 4' WALL PANEL 2. REINFORCING BARS R3x132 TO BE PLACED MARK W17 IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN, COVER DING NO. 194UT REV. 3. ALL OTHER BARS TO BE CENTERED IN PANEL. DNS-25 r/5 4 ' 1 1 IN Elm s ■ ■ L.N. Y_■ _ - I MCVML r.' 1 ■ . r 1 1 ■ '� - ■ I 1 1 1 1 MOM 0 1 ■ I I ' '; 1 1 91 I ■1 ' II I _ r I I _ MOM MOM I. ` 1 - - 1 1 „ 1 - 1 1 1 1 _ 1 . if- IN ■_ r 1 1 ■ ' . ■ 0 EttDEDOED WATER)ALS ITU OTY 4' SO x 2 1/8' DEEP OUTLET BOX W/ 4' SO BOX DEVICE COVER 3/4' HIGH AS-2 3 APPLETON ELECT 88470 (NEAR FACE) 4' SO E-BOX W/ OPEN FACE (FORM FACE) PS-2 7 PS-10 4 R317 4 133000 2 11'-5 3/16— 2 re RUIN 4 4x4 E-BOX BACK TO BACK It'-2 13/16`— x W.C.WALL UN I W/ ROUND MUD RING UP 00 2 GANG MUD RING 1 ^ ^ B.O. 1 1 2' DIA 1 M ONE LAYER MESH B.O.3' SO. 1 9'-8'<PS-2>— 4x4xWBxWB B.O. 41 2'DIA 1 9'-6'<B.O. 4 1/2' DIA> — CENTERED 40 E-BOX B RECT MUD RING 2 ROUND MUD RING 1 8'-O'<E-BOX> x rn J 4 Li 6'-2'<PS-2>— ?3 4x4 E-BOX BACK TO BACK Or M c REC. MUD RING UP uT L. CU _ C3 I G rc.0 C FT.CONC. SQ.FT.W.W.F. x 33.4 1.24 100 ly cc APPROXIMATE WEIGHT 5,010 t 3'-4'<E-BOX> L 3'-3 1/4'<E-BOX) 2'-5'<B.O. 1 1/2' DIA> 2'-1 1/2'<B.G. 3' DIA> ` ^ ^ M � d' 2' 9'<PS-2>— t 5'<W.C. WALL SLEEVE) t D - I � 1 N 38(IB N.Sughan Bldg.IF7 Spdttn0.WA 99216 ^ o o N ^ ^ o t o `o X X 01 o CV y C Q H ¢ 0d d v h i W N W fU v d v ^ y CD OD " LI �N. N \ fU C't + f Q t fU W o `D ,D v t n G, Precast Products p p t L7 t OR p+ y fU t ^ 901 N.Highway 77 HNabaa Tx 76645 1f1M,Q .. .� v WAS �C DENALI to � � �� y�NL,��A BUILDING NUMBER DNS-011 �R1 v 4 �N' pry'Vf Nana V a' 'y brcxr tonrwy�ry"1�d�wn Th. inio n ww.. hlndl RproAct>an v 6ktutb W tw hf)motion mod.40—t ft prw rRt.--I of hoayrnt.d BY db.iny—of"h1= tkl . n 3 16� !G. v off hm".w vwtt no.vronty,.9—m klvam s o 1y.1 mrd+mlaetty v of BUw.to 0 WALL SLEEVE on (FLANGE SIDE DOWN)\ AL h..oa•t« — K EXPIRES April 23,2017 o January 15, 2017 S 2-1-0 DATE t2-14-ta ORAWH uArt iluaCO FlLE N0. OHS-Ott CHECKED imK PLOT 2♦ FORM FACE WALL PANEL 1. WALL THICKNESS = 4'V THICK BLOCKOUT WALL SLEEVE BLOCKOUT DETAIL 2. REINFORCING BARS R3x132 TO BE PLACED MARK W18 IN PAIRS ONE EACH FACE OF PANEL W/ 3/4' MIN. COVER DMO H0. SHEET Rev. 3. ALL OTHER BARS TO BE CENTERED IN PANEL, DNS-26 ze 54 EMBEDDED MATERIALS ITEM OTY AS-2 4 PS-2 12 R4x112 2 12'-71/2" �`� FL-648 4 R411 4 R3x74 4 R3x86 4 sus. R320 8 ego• R3x96 6 R317 2 8,0, 8'x8" 2 fit•+� 40 1 8' x 82 1 4' BLOCKOUT 1 � � sag• 4�0• 8'-10"<B.O. 8"x8'> ❑ Fl ti n n R3x96 r7 n 6'-10 1/4" - z z 6'-2'<PS-2> -� CU. Fr. conic. so.FT.W.W.F. $ N " 47,5 1,76 143 APPROXIMATE WEIGHT 7125 [V ONE LAYER MESH 4x4xWBXWB 3'-6'<PS-2> CENTERED o— a - 00 (7) 0) ro M IM M M m IY w o_ N N cvv 3808 N.S9ifvall Bldg./1 Sbakals,WA 99216 Of PM 9"<PS-2> R3x74 R3x74 NeXT II O" Precast Products _I 4'I_ 901 N,Hloway T7 Hilsbao,Tx 76645 O N N F I GoWn a N ��VLIAM DENAuSECTIONAL s S wA` Ric BUILDING NUMBER DNS-011 V po„u fV pp m �M, �j� md[m tX MWatY of CXT Nap al4d.�'Ph h lamatIw a hLd. Rgqodrc M aai444utlo� PIP— o11tM F y CNI •.'�., b my pd-0M•d Vtfi-t lM o,W.111.--t of �� htpyaatM Dy Wo.Ny uw of IhM hto k, X o aT o,b+cerpdebd pmb n0 vmmly.nprw a Y.g Da o.armtY of m"aAmlWfty a of BWo�lo,la a �" 39() L�G �� R� aXT h vpw tw t� I `S7nNAL G� EXPIRES Anil 23,2017 SCALE i 2-1-0 DAtE 12-19-Ia DRAMtM BUA00 IIlE N0. DNS-011 NOW LL THICKNESS 4" January 15, 2017 CHE°(EO I RDW I PLOT 2• WALL PANEL 2. EXCEPT R411 & R4x112, REINFORCING BARS TO BE PLACED IN PAIRS MARK W19 ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER r7"NO. TxiEEi RE,;, 3. ALL OTHER REBAR TO BE CENTERED IN PANEL, DNS-27 27 54 ' u � _ � 1 i i i ��7 ti � i _ '� � _ � _ � � ! � - - - - -a - -_ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - I� � �r�.- _� � .� -�� - �� V ,, EUBEWED MATERIALS Inn QTY AS-2 4 PS-2 12 FL-648 4 12'-71/2" (Z a� R317 2 e„ R320 4 R4x192 4 B"s" R3x86 4 eko• 113006 8 134012 2 - RR 4Q a 6040 FRAME 1 �-F ° B.O. 41 2' DIA 2 10'-O"mETAIL 'B'> - t_ 4`9• 4x4 E-BOX 2 9'-6 3/4"<DETAIL 'A'> II II O II 4��• 4x4 J-BOX 2 ROUND MUD RING 1 � — — — --`� - - - - - - - - - - - - a m 3" 3" -z N � ' R4xl92 _ 0 A 6'-2"�S-2XPS-19> �o m I I a W. FT.CONC. SD.FT. W.W.F. BLOCKOUT/FRAME MUST BE ONE LAYER MESH 53.8 2.00 142 I SQUARE AND EDGES MUST BE I ax4xw6xW8 CENTERED APPROXIMATE WEIGHT STRAIGHT TO ENSURE I 8,070 Ln ACCURATE FIT UP AT FINALCD • I — N 4'-9"<6040 FRAME> I ASSEMBLY ce to MM I� � I s'-0" 3'-6"<)S-2> I I I I x792— — — — — — - I I � i+T a N 6'-6'<TEX BO> 0 N M M N.SuflKw 814/7 Spokane,WA 99216 9"<PS-2><PS-19> If R4092 xt _ II 0• I I Precast Products —� 5" MAX 901 N.Hloway 77 HIlMore,TX 76645 8.0, TEXTURE FOR ROLL UP DOOR —'; N Q m a AND EXTERIOR COUNTER A LIAM DENALI SECTIONAL I ° WA �C BUILDING NUMBER DNS-011 J �y ,s, fa,xx I ary W •�' Co .oropwy of 00 In ol.�t. io-tw w—d by the mgrw r000i.t fa tM w.. pa r/1 r.. hlmded R .l.o,A•b.t.of."hl—wu 4%4 J-BOX .tn�uy .b w"neat w pw Rftt-aa�w,l of CXT h+ccyaotd. Br do,"o.. of N.hlamatbn. sS CXT hwynotd mt..as a l Wf...a"WM OPEN FACE DOWN M n 3 �.s."v m�r of"e a a tocley a of nu to • i' � I RFC!/�GRti� ss� aG BLOCKOUT 4 1/2'DIA � i nNAL� iv CD 4x4 E-BOX BACK TO BACK FORM FACE OPEN FACE UP ,ry I ROUND MUD RING DOWN EXPIRES :AIl�11 zJ,2017 .— — \ SC 1 2-1-0 DATE 12-19-18 _0" DRAVM WTT S.%4m ng No. DNS-otl �51 NOTES: January 15, 2017 —CKED � PLW 24 3 1/2" 1/2' II 1 2" 1. WALL THICKNESS - 4" + TEXTURE WALL PANEL 10 1/2' J�nd� / MARK W20 2, EXCEPT R411, R4x112 dt R317, REINFORCING BARS TO BE Dy�,D NO, SHEETERE11, FAN TECH RVF-4XL '7' PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 3/4" MIN. 2g TEXTURE BLOCK OUT DETAIL 'A COVER. ALL OTHER REBAR TO BE CENTERED IN PANEL DNS-28 TFxnIRE BLOCK OUT DETAIL 'B' 54 I I II - - - - I -� I \ 1 i�; �� - I 1 � • 1 I I 1 ti _1 1 - _ _ - I I I I I _ 1 _ I 7 C,1 rl 1 1 1 _ I 1 � J■ 4' I I I I - -1 - 1 - - _ - _ _ � - I I III � 1 1 - - - - _ 11 I� • I I _ .- I • I I I I � ' 1 1 I - I :1 I - I 1 � � I � _ 1 1 �� 1 I I II 1 1 I I � � I _ �_ _ � L _ _ I 1 _ I I I I I I . � �1 _ I _ _ � � - r , 1 . :�� - EMBEDDEDMATERIALS ITEM OTY AS-2 3 PS-2 1 PS-10 2 PS-19 6 R4x109 1 UAW 2 R3x88 4 ONE LAYER MESH 4x4xWBxW6- R320 8 CENTERED 1n 7'-9" — --------———--———--- — --------- 7—6 o _ R3x109 N1 I N Cr 6'-2"<PS-19> I M I � I al I m I �� I I Q I m A I I 5' TRIM BOARD SMOOTH FORM FINISH—\ co (FACE IL EDGE) xx M K iD CU.FT.CONC. So.FT.W.W.F. 3'-6"<PS-19> 26.4 0.98 73 ?� I APPROMMATE WEIGHT 3,960 5 I o� IZ to O 9"<PS-19> o R4009 " 0" — 45' MAX eo A O N O^ t0 N N � a' ae f08 N.sLdllwm Bldg. 7 Spd ma,WA 99216 04 IN s s s 0' KMCRT Precast Products 'AM rpj�, 901 N.Highway 77 Hillsboro,TX 76645 A nu�c--. wcy DENALI SECTIONAL BUILDING NUMBER DNS-011 � Z raT1a '^ iM MtarrwtlM cOn1aNW nrW IN p vC t and 0. nd,r6lw yaprty d C%1 McomaO!ed R4 0vm000n a. zt adY�0 ulM 0y au> rOcbWt b 1M 7. 3 G tit",d.a ROD.oactlOn o<araw�,a wr FTorm01f0� `'� b-=1 ya,eR00 M!V.wt ur T.b;1ri ca...n!of R 9D7 O v W NOO p0 oI." BY do*i uw y01 tlY Y Iam000n. S FGIST6R4'G�t� e°a"°o° on�`O" !wo It rt^... 'o s�nNAL t�� P-0-Aw r-pm o1r w=.w EXPIRES April 23,2017 January 15, 2017 SCAtE + DATE +2-1D-16 DRAM (PA WA" MCO Ila No. DNS-011 NOTES: CHECKED PLOT 1 4. 1. WALL THICKNESS = 4" +TEXTURE WALL PANEL 2, R320, R3x88 & R3009 REINFORCING BARS TO BE PLACED IN PAIRS MARK W21 ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER Dm NO 3. ALL OTHER REBAR TO BE CENTERED IN PANEL. DNS-29 29 54 11 I ■ r ■ 1 ■ ■ NON ■ ■ 1 ■ ■ ■ � 1 ■�� N ■ ■ ■1 J r ■ ■ momi ■ ■ Y ■ 1 ■ ■ ■ ■ IN ■m�' - ■ sti - 0.1 1 - � ■ 1 1 1 _ ■ 1 ti ■ 1 ■ 1 on ■111 — 1 1■ _ ■ EMIZOOM WERIALS ITEM Or AS-2 4 PS-2 1 PS-10 2 PS-19 6 EMBEDDED CONDUIT R317 4 FOR ELECTRIC LATCH SYSTEM R3x109 4 OPEN FACE UP RUH 8 ONE LAYER MESH R320 4 4x4xW8xW8 CENTERED 40 1 8' x 82 1 4' BLOCKOUT 1 40 J-BOX 1 — 7'-9" - - -------_ ———— ————— -- - — 7'-6" ------ ---- ------- 04 !!� R3x109 Y b 8 0 IR3 109 6'-10 1/4" I I I I 6'-2"GPS-19> m I I I I O I m I I 5' TRIM BOARD ro 0 SMOOTH FORM FINISH 00 I o (FACE EDGE) 000 x x x I M O 0 3'-6"<PS-19><J—BOX> cu. FT•ca+c• so. rr• w.w.P. 18.3 0.68 50 APPROXIMATE WEIGHT °' 2,745 I � a r oZQf ^ r N ! Qf .=i 4 0" 5" MAX----I I 1 l0 N C X N N O N C cT I N I m h Q vaal Q to 3W8 N.SiAkn Bldg. /7 Spokane,WA 99216 V\ O mill Eff ct a to En 6 `1 o i I g O 1 °° N m N L1AM�,� Precast Products � ��4 WAcy,Mcjsj 901 N.Highway 71 Hilabwo.of 7W5 DENALI SECTIONAL CO x -] ± t BUILDIA NUMBER DNS-Oil TM hlaemolk"o 10w n.01 b yagfe! oW tA, *..,pmnrty of Cc inovpc.t 1M hl—tl- g ^ 39016 moY c^h D,u w by tM r Ve t to tiro PxPo FtadH. P. tk»or Avfttlm of NY w/ tkn C13 fCR �� ,,ax6y r ,IAq 1 1y enter ar.t of c G wKannetw fey no ti } err 4t� ctT e—of . nJv1�►.V� ti Jnp o wermfyof"_ZloNn off f fa a CXT Ywapa,tH EXPIRES April 23.2017 January 15, 2017 SCALE "TIE—. DATE 12-19-16 DRAWN "II b f49 rILE H DHS-Oli NOTES! Imw IPLOT 2. 1. WALL THICKNESS = 4' +TEXTURE WALL PANEL 2. R320, R3x88 & R3x109 REINFORCING BARS TO BE PLACED IN PAIRS MARK W22 ONE EACH FACE OF PANEL W/ 3/4" MIN. COVER owc No. SHEET REv. 3. ALL OTHER REBAR TO BE CENTERED IN PANEL. DNS-3030 r/54 I , - r� EM% ■ 1 ■ 1i r� ■ 1 ■ ■ 1 _ ■ ra ■ ■ - ■ r F _ ■ r^6L" ■ �' ■� ` ■ ■ ■ rL: 1 ti r-■ ■ r6 1 ■ ■ ■ 1 n . ■ 1 . ■ 1 1 �� 1 1 17T - - 1 1 - 1 ■ 1 1 r 1 ■ 1 - -1 1 r 1 1 1 1 1 1 ♦ ■ ■ 1 1 . 1 ■ y - - 1 F. 1IN r 0- 1 1 1 1 1 •� ■ ■ ■ ■ 1 1 1 I 1 - 1 ■ I1 11 1 1 1 1 — ■ - 1 1 1` ,�I 1 - - ■ 1 b 4 + - ■1' ■ ; 1 _ ' 1 _ .{ ■ ■ ■ . I 1 - ■ I - - - - - 1 no ■ ■ ■ •_ 1 x I ■ ■ r' 1 - ISO - 1 ''T 018MOED MATMALS 5/8" ITEId OTY TONGUE � AS-3 4 W-10" PS-19 20 R303 16 R320 i R3x200 (x1) Li R320 9'-7 1/2"<PS-19> R320 8 R3x2OO R3x42 12 R3xl14 2 0I _mkl 2 LAYERS MESH 8'-4 1/2"<AS-3> RUM 7 I 4x4xW8xW8 �A 6'-0"<PS-19> FL-648 4 � 1 1/2� CLEAR TOP � R411 4 o v 1 CLEAR BTM R3x64 2 7'-4"<P5-19> B.O.3'-0` x 1'-6" 1 1'PVC SWED40 x 9'-5" 2 m PT CHUCK 2 RM54960 F.D. 2 w R3x200 a. � x'Ix, or 0 • N w a 5'-1 1/2'<PS-19><RM54960 F.D.> r7 Ih <8.0. 3'-0"xl'-6"> 303 R w j ro 1 0 a: TYP 0) N _ 0 O 0 R3x200 N �- 0 0 + d I x x (0 f7 � 2'-11"<PS-19> CU.Fr.caNc. so.Fr.W.W.F. 68.0 2.52) 336 0 2'-3"�S-19> AMO)OMAX WEIGHT 10,200 i 1 1'-8 1/2"<AS-3> 1 o :. 7 1/2"<PS-19> R320 R320 R3x200 0" —0 :t 15-t m (V A A pA A A OA Ono A tT A O7= n1 U 00 Onf Ol 0 a Id I t�0 1 ,I N V) a dc�j V1 fn ■ O \ N \ try \ N � N \_ 3W8 N.Sulllvm Bldg.F SpOk— N en 99218 I I to 0 \ n iV to r 1 O 1^ N co ® 7 n � N 1.1A1N Precast Products �" O4 WA`y�`� go1 N.HIgb,Toy 77 Hmebm,TX 76645 ORIENT THREADED HOLES AS SHOWNT C ,� • � �'p '� DENALI SECTIONAL '�" h j BUILDING NUMBER DNS-011 L NO➢Ce z z 00 �! _ �JdlyyC.lf1 IwoVorlCl��'tl'MtahlormalUm m —� �— m 0. be� � RQQ v lmd.dr Rgr"A 5 t n 00 ofIUY hb.mo0o•. OC%T MooryucU6 BY o�•0" of 04 W.—tim $T8 4 emby s M.IOaot Br.Orir wllt"•o l of 0 G I hd��c f.no-taI+e fo, o O CV S/ANAL�'� cx a,a■."on t m«d mlabfi y o .f dt"■r fd. (/� 0 CXT ke-vorehd 1 EXPIRES April 23,2017 BLOCKOUT 10-1/2" DIA x 1-1 1/2-DP January 15, 2017 :Lill N f •r',,' r j :` ._...i,..`,dR• I DRAMs I ten gtd ftLE N0. Olf$-011 �.� r,�t::<,►' in NOTES; a+E«m •' - r 1. FLOOR TO BE CAST UPSIDE DOWN FLOOR SLAB 4'-3 1/2" 4'-3 1/2" + 3/4" , 1. FLOOR THICKNESS = 5" PAN DEPTH = 3/4" MARK F1 FORM FACE RM54960 FLOOR DRAIN I g'-7" I 2. EXCEPT R303• R411, R3x64, R3014 & R4x200, OWGNo• T cV (FLANGE SIDE DOWN) REINFORCING BARS TO BE PLACED IN PAIRS FLOOR DRAIN BLOCKOUT DETAIL FLOOR PAN DETAIL QTY: 2 ONE EACH FACE OF PANEL W/ 1 1/a" MIN. COVER D NS-31 IN ■ 1• ■ mm ■ - MOP 0 if ti 1� -m 41.- L 1 x ■ ■ ram' I"1 MIA • 0 1: ■ _ ■ ■ , 3 ■ ■ ■ J6 IN No. 0 0 T1� 16 - i - ; ■ ■ NOON ON ■ ME ME ■ r ON INNORM gym• A 1 ■ � ■ � � - — ■ � , ■ - — - -_ � ■ '-.ate �■ 1 1 • —: 1 . ■— _ ; • - C a - • ■ L ■ • ■ No I •Noll or 0 Is No 0 1 ■ ■, ■ 1 ■ ■ " — ■� ■ - ■ ` r — �� 1 �' I , ■i ` ■9 ■ MOM :'I ■ _ ■ ■ . . ■ ■ No. _ ■ 1 . r 1 ' No 1 ■ 1 1 1 • . No- ` No m ,• ■ ■ 0 NON . _ - 1 . . ic No • ■ �■ . No ■ ■� Ar IN No 0No id ■ ■ ' ■ EUSEDOED YATERALS 5/8" --- ITEU OTv TONGUE AS-3 4 a .. PS-19 22 s'-3 1/2"<P s-t 9> R303 R320 Lr R3x200 (x1) R3211 R320 8 R3x200 R302 16 8'-4 1/2"<PS-19> R3014 8 R3x200 2 7'-10"<AS-3> R3x100 4 7'-7 1/2"<PS-19> R411 4 o il A- V-10 I = FL-648 4 s'-11 1/2"�5-19> 1' PVC SCHED40 x 9'-1' 2 RM54960 F.D. 2 8.0.4'-0'xl'-6' 1 w w R3x100 1. n CL O r7 2 LAYERS M SH R3x42 R3x4 ~ K axaxw8 s 1 1/2" CLEAR TM - a a 4'-9"<RM54960 F.D.><PS-19> p 1" CLEAR P M ®.0. 4'-0"Xt'-6"> oT uo I a o R3 42 R3 42 R3x100 c, pe x 2'-6 1/2"�S-19> cu.FT.coNc. so FT. W.W.F. 65.0 (2.41) 320 °I 1/2"<PS-19> APPROxIMAT WEIGHT 1'-8"<AS-3> 9,750 1 I 1'-1 1/2"<PS-19> R320 . . . . . . R3x2O0 R320. . . 2 1/2"�S-19> II�— — — — — — — — — — — — — — — — — — — — — — — — — — — — 0" 5" GROOVE N O^1 Onl V (71 C^f 000 CD O^0 O^i O^i ; O^i ply O * I m I 1 w o to y N so a tL to v1 t I aa J 0 a a x J aN aN 0) in N w eV O I�rl \ \ I fp \ M M 3808 N.Su9kran Bldg./7 Spokwwk WA 99216 f0 O O n N N O O I O � ® � � � Npt-o'M CA T I uG Precast Products ORIENT THREADED HOLES AS SHOWN I'AM 901 N.Homy 77 Hillsboro,TX 76645 WA`y �' DENALI SECTIONAL BUILDING NUNBER DNS-011 z z 4 -r►' �x NO=LO ory 5 '&.h.Wrowty 0 C!T kxwpw.l.a TM 61$r .Aw f�1 TM blmrn"Ilmt=1"bw.ti w proprlrt wM tM m —� �— r�l y ) M�,d ., m I'7 Mbd Rprod,<Um v dGYDuSIai�'"WtN4 hklm�ol O Li- �• ktl fahDI1M�p uM W U+rt hw"wHa+ot O aT Ln F3 goon'6 4p tpW aT ncapa"tor 1y.no.o+eo yw o a LU I R Av,..to./3 p�wwpurpm vT N in �S�nNAL��G cxr Moer,"..lW 0 BLOCKOUT 10-1/2" DIA x 1-1 1/2"DP I EXPIRES Apr1123,2017 04 ,L _L NOTES: January 15, 2017 SCALE I, 2 -o UATE ,2-1y-i6 FlLO �.r .•y''�'�j• ti. , „ CHEIXED R7TIl %. T 21 --�- f 4,-4„ 4-4n 3/4 � 1. FLOOR TO BE CAST UPSIDE DOWN FLOOR SLAB FORM FACE RM54960 FLOOR DRAIN 1. FLOOR THICKNESS Is 5" PAN DEPTH m 3/4" MARK F2 a (FLANGE SIDE DOWN) 2. EXCEPT R303 & R411 REINFORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 1 1/4" MIN. COVER 32 HDNS-32 FLOOR DRAIN BLOCKOUT DETAIL FLOOR PAN DETAIL QTY: 2 sa Mi No L • _ ■ — ■ ■ y No ..Ar ■ `F ■ LEE -0 IN MEN ■ . _ ti - No � INN i�1 }} ■1f All ' CUE 0 No MENNEE 0 • I 1 IN 1 . ' 1 1 ' ■ . . — ON 0 ■ 00■ No, L - - gym 1 • 0 . . 1 1 1 • ' I L — ' i momm 1 - I ' 1 �. . - - • -0 - ' � ■ . ■ I' ■ _ r ' 0 - L _ h a "rME obi. Nor 0 1 No ' _ I 04 I . . . ' ■� 1 � 1 m . NEIE ■ ti or ■ V ■ NIEL ' ■ EMBEMMEGMATERIALS ITEM Q- s/B" AS-3 4 TONGUE P$-19 9'-6" R30 43 4 9'-3 1/2'<PS-19> R320 8 R320 R320 R3x200 (x1) R3x42 16 R3x200 8'-4 1/2"<PS-19> R304 8 R3x200 5 7'-10"<AS-3> FL-648 2 R411 4 l v R3x100 4 of y 6'-11 1/2"<PS-19> 1"PVC SCHED40 x 9'-1" 2 RM54960 F.D. 2 to B.0. 4'-0"xl'-6' 1 a R3x100 W J o 1i 2 LAYERS MESH CL R3x42 R3x42 4x4xW8 4'-9"<RM54960 F.D.><PS-19> 1 ]/2" CLEAR TM v a is con o 1" CLEAR T P M bl c0 I 0 R3 42 R3 42 0 `� a R3x100 v � •X - d' 2'-6 1/2"<PS-19> CU.FT.CGNC. SC•FT•WWF. 65.0 2.41 320 1'-10 1/2"<P$-19> APPROMMATE WEIGHT °l 7 1'-8"<AS-3> 9,750 I l l R320 2 1/2"<PS-19> R320 . . . . . .. . R3x200 — — — — — — — — 0" — — — — — — — — — — — — — — — — — — — — — — GROOVE 5" A " A A A a�0 OBI Obi fJ aA0 O O� bi O rn rn A U p a > N N N eO .1 m I V) t� a V) m a X J cn to t- ~ o � ro INa ,b ti7 rn N a LO N 0 in � �\ � \ � to � � N 7 3M N.Sulbw Bldg.07 SPakana,WA 99216 I I it) f0 O/ O N to t i e 0 a0 ® i1 O i0 in N M � I °° Precast Products 901 N.Highway 77 HIMmo,TX 76645 l"u ORIENT THREADED HOLES AS SHOWN '�W I AM woa AryR�C� DENALI SECTIONAL BUILDING NUMBER DNS-011 a 0 a Novae t0 t, a h j x n"tiro wua wt tw d+s +h 1.aw*ta7y u» z Z Ln „' .awr..t"wrb ofp(y rwo,paa4"a n.'I,as sy,nnuw w a u»e er ti wa d7�wuw r t.bk^awcotil is" " a t WMru"�Fu+M.trol tvol«or m CyT. aya0trW r Amu" GO `n C9G M nwan . o 1ST' > wv„ aer,K,v«,.e _o c en �s�ONAL "' V) 1 o EXPIRES Ant 11 23,2017 I BLOCKOUT 10-1/2" DIA x 1-1 1/2"DP iV OTE N S: January 15, 2017 W-- NS"att 6tECxED fin VLO7 24 '�4 r t;;:.•i':::;::;..•..............• FLOOR SLAB LO 4'-4" 4'-4" 3/4" --�- 1. FLOOR TO BE CAST UPSIDE DOWN / 1. FLOOR THICKNESS - 5" PAN DEPTH 3/4" MARK F3 J OR DRAIN I 8 -s DWG N0. — FORM FACE RM54960 FLOOR 2. ONE EACH FACE ACE OF 1 PANELFW/REINFORCING TO BE IN PAIRS �;' NEv. (FLANGE SIDE DOWN) DNS 33 FLOOR DRAIN BLOCKOUT DETAIL FLOOR PAN DETAIL QTY: 2 i I , ■ %m , ■ ■ r - w MINIM 1 . ... MEN _ - ■ 'a 0 — ■ 1.. 1■1 NJ 1 r1 h �0 MEN T ON CUL IN MEN 1 1 . ■ L ME ■ ■ -M 1 _ ■ ' 1 . ■ .ti i ■ ■ • M._ a ■ - 1 - - Ne - ■ •NJ 0 — 1 1 � ■ . _ ■ 1 • I _ � MANN 4c I NJ A ME 0 NAM _ I, , r - . ■ 1 I r ■ r ■ ■ ■ ' � .�, f, ` 11 7 j ■ ■ _ - EMBEDDED WATMALS __ ITEN DTY 5" o AS-3 4 d PS-19 15 m 9'-10" R303 4 R320 R3x2oo R320 s'-2 1/2'<Ps-1s> R320 8 •� — R3x42 14 8" DIA> R3xi14 2 o 8'-41/2"<Ps-19> R3x200 4 I° 8'-3 3/4"<AS-3> R3x112 4 R3x64 2 I B.0.18"x6" 1 IC-I* 7 0 B.O.8"DIA 1 6'-11"<PS-19> RM54960 F.D. 1 a 8.0. 18"x18" 1 a 1" PVC SCHED40 x 9'-5" 2 O N lV d x x X Z < M M lY � a ~ i R3x42 a 2 LAYERS MESH R3x42 o n 4x4xWBxWB 2 1 1 " CLEAR BTM N X_ I o / a a 4'-8 1/2"�tM54960 F.D, B.O. 18"x18"><PS-19> ��i.I1 I 1" CLEAR TOP x O ao 3 Os � N O m m R3 42 � o % R3x42 en I o 0 a CU.FT.CONC. SQ.FT.W.W.F. 2'-6 1/2"<Ps-19> 68.7 2,54 336 APPROXIMATE WEIGHT 10,305 111110 V-7 3/4"<AS-3> xOf rr----- 8"<B.0. 18"x6"> R,3201R3x200 R320 2 1/2"<PS-19> t A A A A 5/8" GROOVE "I n I n n n n a rn 0 o goo, o T x vI vI a N L` °2 uD 0 O GD N 10 s d \ 0p \_ I Ln '� e M M N.SGIINm Bldg./7 Spokane,WA 99215 O 00 O V j N j to 00 00 I I to00 d I Precast Products 901 N.Highway 77 HMeboro,TX 76645 r.nsc nc ORIENT THREADED HOLES AS SHOWN DENALI SECTIONAL A Ric BUILDING NUMBER DNS-Oil Z w�cq�o Na1X7 Z TM hb"wlfon oonloh"E Mfil h pWM(al'(vim Y+aO IM 9 • O «a rw be vad a aeGO h<waal.a n. Ian oam Vb,:U of oft blkmenbl O �.. r.U+car Wed a UkA amee"*m Donal am m QT YIWIoOfOlb. Dy ofo.lq an v« 1 UJI tiIpIMUOn, IL C%T MimpacbA pa"b no wfmt%T�p!.^Nr 1a 0 W O w1-A,, fly ddwiaOM N O 39016 Q t.� Lxl u,sapaeW NAL e�G� M RM54960 FLOOR DRAIN FORM FACE (FLANGE SIDE UP) I E(P�$ April 23,2017 J— CALE 1 -i-0 -ta DATE 12-la DRAWN W FU NO, pis-011 CNECxED PLOT y ;� January 15, 2017 FLOOR SLAB —r LO MARK F4 NOTES: D NO, 754 BLOCKOUT 10-1/2" DIA x 1-1 1/2"DP 1. FLOOR THICKNESS 5"FLOOR DRAIN BLOCKOUT DETAIL 2 ONEEEACH FACE3OF1 PANEL W/41 R1/4FMIN. COVERSTO BE PLACED IN PAIRS DNS-34 I 1 1 � 1 .. ■ A ON - ■ ■ ■ MEN M. ■ , ■ ■ ■ ■ i AN ME - - . mmI V 1r1011J , - - 1 . . 1 - - - — — 1 I _ ON . • . � 911 •' - t YME 0 0 MERL '7 No ME r 0 Elk L • 1 ■ � i ■ 1 MEMO - _ • ■ ■ ' ■ : - 0 #film — — mom - mmor , . 1 INE 1 1 I ' 1 • Mon ME 0 0 1 0 IL ME ME 1 1 L - • 1 - �` r , 1 , L 0 MINE L Em- 09 Lt 11111 =61101 ■ r 1 ' ■ 1- 16 i1 - . 1 .11E ■ ' I 1 1 . - - 1 I " w 1 1 -, t.Ira on PS-19 12 PS-2 3 FL-847 4 R320 8 M R303 12 N R3x119 4 11'-i11/4" R3x119 R3x130 5 R4x18 16 U o B.O. 5' pA 2 10'-1 1/8"<PS-19> M ( 1.4- f `) 9'-10 7/8"<8.0. 5" DIA> 9'-10"<FI_-64B> R411 \ M M N N r•� 9'-0 5/8"<PS-19> 8'-11"<FL-847> x x M M 5/8' TONGUE A 7'-4"<FL-648> Uj X a T - 6'-4 1/8"-VS-19> O M CU.FT.CONC. So.FT.W.W.F. m O 45.1 1.67 226 R47j TWO LAYERS MESH APPROXIMATE WEIGHT 4x4xW8xW8 6 765 e \ (1) 3/4" CLEAR NEAR FACE (1) 1 1/4 CLEAR FAR FACE a I 4'ffL-648> 3'-0 1/8"<PS-19> ' O 2'-7"<P.T. PVC> I 2'-2"<FL-847> N 1'-6"<FL-648> N M w R3x119 3608 N.SUIIhVn B1dq, 17 Spokane,WA 99216 0" — Eff 4 1/2" �4 . (�WAN Precast Products O O^1 n N O^f Q N 6 � N Of 0 �,V W A` R'^ 901 N.H*WaY 77 HYleboro,1X 76645 o 00 N (� �, 0 N I 1n II W ,�w �y9 DENALI SECTIONAL opmV BUILDING NUMBER DNS-011 N to M® N N I "` Nona OD '^ tory adtM N V iM h7a+P co+1 Mnl"M D�ro� a . .. ,+�WW.�11 a CCT 6,o=.I.d. TM MfdmwaM it..,.w tr tn.-'o ,.cb+.nt 1«tn.D-V— hteWM R�.w w or d44buu-. f U*w—tM. tj m OD �p�.390'1 V�Q w r.tictr'Na.eat U.pe.-Itt�,.".mot 0ivcIS TCRt `� CXT h�c«a:.d T7ar cft�g nu..r7.1 htam.w.. �Ts PU �F d�dtq..o"mty.l'm.d+a+=,w of At—1 na..'rQ b a lA I�7\�1U D.*0.PWPDM CIIf Mewps.tM ptF1RES April 23.2017:1 January 15,2017 SCALE 1 -1-0 DATE 12-19-10 NOTES: DRAMN tutt MAX= FILE NO. ONS-011 CHECKED ow PLOT 24 1. ROOF THICKNESS = 4 1/2" MIN. + FINISH 2. EXCEPT R303 & R4x18, REINFORCING BARS MARK ROOF SLAB SLAB TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL W/ 1 1/4" MIN. COVER .SHEET RE, 3. BARS R4x18 ARE TO BE PLACED AT NEAR FACE W/ 1" COVER. uwcNo. 35 4. ALL OTHER BARS TO BE CENTERED IN PANEL. DNS-35 54 16 ri or - ' •- • I tL -j T- i i n i i ■ I i - i CWKD0ED WATEMALS ITEM ary PS-19 12 PS-2 3 to FL-847 4 N R320 8 - 11'-4" R303 12 11'-1 1/4" - R3x119 4 R3x119 9 a 8 R300 5 o 0 10'-1 1/8"<PS-19> i R4x18 16 �� M 9'-10 7/8"®.0. 5" DIA> 9'-10"<FL-648> B.O.5' DIA 1 R411 � fh 8'-11"<FL-847> x DO 0 0 x x W) M Of w 5/8' TONGUE 7'-4"<FL-648> = w N a: Z P- IZ X J g�i o 0 F I2 W X m O ~ CU.FT.CONC, S0,FT.W.W.F. aA'� 9 45.1 1.67 226 APPROWATE WEIGHT TWO LAYERS MESH a 6765 4x4xW8xW8 I 1 (1) 3/4" CLEAR NEAR FACE 4'<FL-648> (1) 1 1/4" CLEAR FAR FACE 3'-0 1/8"�S-19> 2'-7"<P.T. PVC> O 1 2'-2"ffL-847> 1'-6 1/4"<PS-19> O N 1'-6"<FL-648> 04 �¢ D: R3x119 O" 3808 N.SMNlvan Bldg./7 SPDItm0.WA 99216 �V[.IAly M a �a a a �,wok �c Precast Products p I N I p to I N m j �" �O �p 901 N.Highway 77 Hlle6oro,Tx 76845 to nam.0 -i �, • �' J In � x DENALI SECTIONAL o °' rnmo °f °' N i .""■ BUILDING NUMBER DNS-011 N r7 I m f!1 M NNa 00 ^ V a/ NOW N ^ ,gyp vi.nfo"w,ne ofwwrty W n-U"fwrn b.& r "+e Pi tl I Ca \ N �cQ�s{y rt aNy M uwd 61 tM =wt k,N p vm art k—W.l.a eY iota w of fhb I k—t % tl nc vt.op�ml=no"vre"ly.ft—-Ynpbe. hWA•.p a" . of mrMa.leDlAy a of M1ler fa o D(PIRES A ril 23,2017 Cw M1°'P-W January 15,2017 NOTES: , -0-1DATE 12-1e-,E DRAM 1 MAR 9M1100 FlLE HO• OHS-Ofl 1. ROOF THICKNESS = 4 1/2" MIN. + FINISH CHECKED wW nor z4 2. EXCEPT R303 & R4x18. REINFORCING BARS ROOF SLAB TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL MARK Rt—R W/ 1 1/4" MIN. COVER 3. BARS R408 ARE TO BE PLACED AT NEAR FACE W/ 1" COVER. am No. 754 E T REv 4. ALL OTHER BARS TO BE CENTERED IN PANEL. DNS-36 I ■ 1 ■ ■ 1• - ■ M T ■ ■ N •■ mom ■ ■ IL On 1 1 - r —AMP 1■ , - 4 I EM - 1 :1 '� , 1 L - - ` , _.._ a . _ ■ EmsW. -■• 1 • ' ■ •'■ • ■ ■■■ 0 Cm 1 ■ , . MINa rAw LiR■ 1 r MEN ONE'r 1 ON; — r - • 1 • No • ti 0 .1 ■r 0 1 tii , 1 �. ■ . ■ IMEMEM IN ' - ■ 1 ■ 1,, 96 r 1 � ■EN , rlr ME 0 ME 1 1 i I : 1 IN ■ ON : � . _ _ 0 ME . . 1 1 _ r■ 1 ■ PS-19 12 PS-2 3 OPEN FACE UP FL-847 4 TYP 2 PLACES 8 N R320 R303 12 11 "t/a" R3x110 4 '-1 y R3x130 5 R3x110 R320 R4x18 16 R320 3"xTx2" DP PARTIAL B.O. 2 10'-1 1/8".�:PS-19> 8.0, 5" DIA 2 I 40 J-BOX R41 `1 `1 9'-3 3/4"<J-BOX><B.O. 5" DIA> I \ M II x �� N N , MM II I X x II I 5/8' TONGUE I N 5/8' GROOVE '— R II II I � I I I I 6'-4 1/8"<PS-19> a II M DO II CU.FT.CONC. S0.FT.W.W.F. I / � w 41.4 1.53 214 II APPROxVMATE WEIGHT e 6 210 TWO LAYERS MESH j '-0"-67L-648> 4x4xW8xWB (1) LEAR NEAR FACE 1 1/4"CCLEAR FAR FACE II I p 3"x8"x2" DP BO NEAR FACE 2'-2"<FL-847> TYP 2 PLACES j - U 1'-6 1/4"<PS-19> 1'-6"ff L-648> 1'-5 1/4"<PARTIAL B.O,> I P 2 I � R320 380 N.SuNlwrt Bldg./7 Spokane,WA 99218 I R3 R3010 p" I 4 1/2" Gff IAAml Precast Products ■ n n n n n n X N a rn a N o ,0) �p� WAsy�Mo�►y 901 N,Hlgnray n NNleboro,1x 78845 Dc a, m I rn o m rn o N ao v> m N 4�v�� w�� TD '� DENALI SECTIONAL 1 I uT + BUILDING NUMBER DNS-Ott V +C_ V Ln O N D m ■�+ .r noiDX tow a' O �D\ p \ I ® I VI m !a•D y 0t Of Mrs Y DrwMlary and Ue N ■ fV � �' �"„!�"'■!b"1 0l p(i hmgaold iM Yi!armatb" 07 �n7■ _ N ■ Q ``.�,� mru✓w we e//N.yfpYd i�.P+W� N 1 '��1t'I Q V h!■"lld. RoyoEuc!1a+Q f■yDulYn of lnY k,"? lM iv C3 t`N \ 1 of N RFCISTBRti '� Y■Ytiar worenee.Rna!an Dm.!!n w�i or t` ao otM pr E1Y hhtm"tkn, d .n 1 !QL7 A ( G� CXT pia �U i N D' N14r1L ✓� hdv�i c.arron�Y c!mrcAmlaD Y o of Mna■!n o tlR he"pra W �(00 PIRES April212U17 January 159 2017 tDNS-37 n-w-16NOT S: duvR+ o. pw`-ono!ECKE1. ROOF THICKNESS 4 1/2" MIN. + FINISH2. EXCEPT R303 & R4x18, REINFORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANELW/ 1 1/4" MIN. COVER HUT REV.3. BARS R4xl8 ARE TO BE PLACED AT NEAR FACE W/ 1" COVER. DYrr374. ALL OTHER BARS TO BE CENTERED IN PANEL. 54 u A ME I ■ ■ Ell - v ■ ■ � L+V 1 ''- M ■ - ■ ■ � 1 ■ ■ ■ J ■ s- r 1 ■0 til or or., mMMMmE ■ 1 ' Lam` M ' ■ 1 r ■ ■ Lm [a Lr ME a-a. I -mM NO 0 M ion% ■ 7 '1111' 0 dlm- 0 "Mill ' ` ' ■ 0 ME mien 0 0 NO MEN NO ti ■ ■ 1 `La ' 1 ■ 1 } ■ 1 ■ NO ■EEIIIE ■ 1 ■ 1 No f, ■ 1 _1 _�+ •� L rJ ■ II ' ■ NO ■ [a• EMBFAOED MATERIALS Inv OTY OPEN FACE UP PS-19 12 TYP 2 PLACES PS-2 3 FL-847 4 R320 8 N R303 12 11'-4" _ I R3x110 4 11'-1 1/4" R3010 R320 I R3x130 5 tt R320 I u I R418 16 3"x8'x2" DP PARTIAL B-0. 2 1o'-1 1/8"<PS-19> B.O. 5' DIA I 9'-10"<FL-64B> (��1 R411 40 J-BOX 2 ❑ I \ 9'-3 3/4"<J—BOX><B.0. 5" DIA> " I 8'-11"ffL-847> II M II x % i:� B'-5 1/2"<PS-19> I N I I M K I 5/8' TONGUE I 5/B' GROOVE 7'-4"<FL-648> A A W L II II z x I' I W K M II O II \ I CV.FT. CONC. SO. FT.W.W.F. 0 I I I 41.4 1.53 214 a \ R411 I TWO LAYERS MESH A"ROAMATE WEIGHT w I I \ \ I 4x4xW8xW8 6,210 e II \ (1) 3/4" CLEAR NEAR FACE \4'-0"ffL-648 (1) 1 1/4" CLEAR FAR FACE I � 11 \ I 3"x8"x2" DP BO 3'-0 1/8"<PS-19> II �I •. NEAR FACE ........ ...: :... •:..•. . ... : :•:. ..,. TYP 2 PLACES O 2'-7"<P.T. PVC> II 2'-2"<FL-847> U 1'-6 1/4"<PS-19> 1'-6"<FL-648> I 1'-5 1/4"<PARTIAL B.O.> I I R320 R3x110 20 I W N.SWhm Bldg. /]Spokwe.WA W6 0" A a a a A a o �`�� c Precast Products m N I N 0] N 00 V) Co y 0' Q why g01 N,Highway 77 HNehoro,Tx 76645 �, �' 3 F �" `�° ��'c 3' DENALISECTIONAL ECTIONAL X o rn N o a "� Q 0/1'� �p� BUILDING NUMBER DNS-011 Ql ~"" H i 1.. Nona I ® En00 i� —j N O N V 1 1' N � TA.Im-0m oont*�w n.r*a p wW, aH I" ary Q I O) in � let .k,"M p ty oI CxT hocrwrcl.0. Th.io.-l n F N N I �'• mey wr M w.e orr V..w1�d Wpl.nl tw 0*Prteo.. a. 00 intrbed. R.pr.d.c41o+w d bWom d Ih4 hMn1 of a I rn_I .Q^390ib Q lV -1 of pq a0 CI STB� xwp 1 C CXT k46 By ft. d""'+P'��d lN.hbm.L•w.. iV N G`� aT I p—i�TT ebn:aa Ir X «a e S�nNA4�� ewtwo,PXPM ort In.waw.t.e i EXFMS April 23,2017 `° January 15, 2017 NOT S: SCALE 1 "I-D DATE PR RE MATT WAKO E ND. DN9-oll CHECKED NyW PLOT 2. 1. ROOF THICKNESS a 4 1/2" MIN. + FINISH ROOF SLAB 2. EXCEPT R303 & R4x18, REINFORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL MARK R2-R W/ 1 1/4" MIN. COVER SHEET REV. BARS R4x18 ARE TO BE PLACED ED AT NEAR FACE W/ 1" COVER. DWG NO. 38 4. ALL OTHER BARS TO BE CENTERED IN PANEL. DNS-38 54 i u . •z T 7 I +■��._ . ■1 ■� i • - •: r-116 JONI 0 ME .1 MW ,M : M 0 4 No Pig r1 ■ 1_ ■ ■ ■ ■ ■ ENE _ , _ , ■ ' • . •. ti = I • � • , I ■ r ■ - 1 ., _ ■ _. , � [ - Y • 7 1 1 I 1 ,■ 1 � 1 ■ _ 16 IN 1'1 i or . . 0 . . . . . old EMBHDOED MATETMAL.S OTY PS-19 12 OPEN FACE UP 3 TYP 2 PLACES M FL5847 4 N R320 8 11'-4" — R303 12 11'-1 1/4" `d R3010 4 R320 R3x110 R320 R3xl30 5 R4x18 16 1o'-1 1/8"<PS-19> 3'x8'x2' DP PARTIAL B.O. 2 I 9'-10"ffL-648> B.O. 5'qA 2 R41l 9'-3 3/4"<J-BOX><B.O, 5" DIA> 40 J-BOX 2 I ro M I I i; a N %: N IFNI 8'-5 1/2'�$-19> K II I n M n �I I 5/8' TONGUE 5/8' GROOVE II 7'-4"ffL-648> = w �� II x I Py� I I I I a 6'-4 1/8"<PS-19> p F I II Ld II M F II x 0 Q CU, F, CGNC, So.FT.W.W.F. / I I 1 � w 41,4 1.53 214 APPROMMATE WEIGHT TWO LAYERS MESH j I I '-0"<FL-648> I 6 210 4x4xW8xW8 EAR FACE (1) 4" CLEAR 31/ CLEAR NFAR FACE 1 II I 3'-0 1/6"<PS-19> I 3"x8"x2" DP BO I I I 2'-7"<P.T. PVC> NEAR FACE 77 _I TYP 2 PLACES 2'-2"<FL-847> I II 1 U 1'-6 1/4"<PS-19> 1'-6"<FL-648> 1 1 1'-5 1/4"<PARTIAL 8.0.> I o I R320 R3 rR3x1 0" 3808 N.SMlllvan Bldg./7 Spokone,WA 99216 4 1/2" WA Rig Precast Products <c rn N n rn Q x N Q rn N xo O �. p4 WAQyI� 901 N.Hlghway 77 HH3haro,1x 76845 in p, O p, I rn m 0 °i m x 00I En DENALI SECTIONAL ih F c \ o °' BUIUIING NUWBER DNS-Oil ® ch e - 117 T,N N Do �I N ." Q r.hfamatlm oa+tcMd wdn 4 VWMIory oW tM N I \ 1 N N F dg0'i6 Q �� aa,M+.y"paty.1 W kll-w-w, The hra Da mm 0 O < FC1SfCR�G} rtreee A..��,e�cDi"wNa" attN.ha n ^ �s ` M r.wty prd.btt.d.h7w1 w �ttto oa""t of rn co N I 1ONA11, aT."W-tw my.�.°a morn 00 \ . y o!mad—tabllty a cl At—to o .8 I WROOF EXPIRES April 23,2017 January 15,2017 00NOT S: 12-19-1RNO. DNS-01t1. ROOF THICKNESS = 4 1/2" MIN. + FINISH 242. EXCEPT R303 & R4x18, REINFORCING BARS B TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL MARK R3-L W/ 1 1/4" MIN. COVER 5)tEET aEv. 3. BARS 4. ALL OTHER BBARS TO BE CENTERED ARE TO BE PLACED TIN PANEL.NEAR DNS- W/ 1" COVER. Dwc NO.. 39 DNS-39 sa II 1 ' Immom . � 7 F. NINEE 0 mom 100 VA 0 'm MOM ME — I�I ` ` 7 ' 1 ' ■9A ti - ■ ■ME 0 0 ME . . �... . 1 • � 1ME I i, 1 `.r .7 . _ 1 _ 1 . M ME ME to rem bim9em i■ W ■ ML41 1 • 1 . ' • . ■ . . ME ■ . . . ME WEE 1 ' 1 �1 L 0 ' 1 ' INS, 1 L 01 1 • J 1� ' . I Oro 1 - - ■ 1% ME MEMO ON. 0ME 0 IN ' 1 ■ r 1 ' moo . ■7 ■ - ■ ■ . . . • ' r ON ■ • 1 1 - . ' ■ ■ MOM 1111111 - f Elm "EE ■ 0 1 ' 1 ti Eir ME M 0 0 JOE 1 . ■ . 1 � 1 . EMBEDDED MA7MAW ITEM OT/ OPEN FACE UP PS-19 12 TYP 2 PLACES P5-2 3 FL-847 4 M R320 8 a R303 12 11'-4" 133010 4 _ 11'-1 1/4" R3x110 R320 i R3x130 5 B R320 A I R4x18 16 3'x8'x2'DP PARTIAL B.O. 2 10'-1 1/8"<PS-19> � B.O. 5' NA \ 9'-10"-TL-648> (��) R411 40 J-BOX 2 I 9'-3 3/4"<J-BOX><B.0. 5" DIA> I 8'-11"<FL-847> II M v l 8'-5 1/2"�5-19> II Of X M I X a I 5 I I 5/B' GROOVE /8' TONGUE 7'-4"ffL-648> n ^ II II I x 6'-4 1/8"<PS-19> I I 0 w :2 I I \ I m p In I I 1 CU.FT.CONC. SO.FT.W.W.F. w 0 II I 41.4 1.53 214 w I TWO LAYERS MESH AppRO)OMATE WEIGHT e \ 4x4xW8xW8 6.210 11 \ (1) 3/4" CLEAR NEAR FACE 4'-0"<FL-648 II I (1) 1 1/4" CLEAR FAR FACE II R I \\ I x BO 3'-0 1/8"<PS-19> II I NEAR FACE TYP 2 PLACES 2'-2"<FL-847> II 11 i U 1'-6 1/4"<PS-19> I 1'-6"ffL-648> tZ I V-5 1/4"<PARTIAL B.O.> 1 I 20 l R320 R3x110 I 3M N.Sunlwn Bldg.(l Spokw%WA 9921E 0" I Gff A �11, IAAgl Precast Products O n n n n n 4 rn CNI rn rn O-10 N m 1 CCID V) m V)b, ^`fjr I�►9 901 N.Nlgltway 71 Hpla6oro 7x 76845 m to 90 1 oam+u I y ;� 3 a F qw .r• a,Q DENALI SECTIONAL X of o °i '04 BUILDING NUMBER DNS-011 m V) F aa I ®O0 O)r U.) �.NO O o 1 o a!r mu ea I�gm1.1Cr1n'. ru«Mmv�inrsv rF nluo+rMW.m the 10 \ TM RmC1ST +ircOvn om ++ .MK t wk✓wttln w".n,of ar hcoryo o M ar do+w"••01 nr nr m, � I .0 S�l/ V� G%1 MmyaotM Oml.m.mm.ly,\. eww pmw. ar MGM.(n 1��L o"armlY al mprl+mtaGfltr n c7 Atn+ae Iv o aV ��°r CUPS ■ CXT nmrprdw � E(pIqE$ :%pri123.2017 � r January 15, 2017 NOTES: "FOXEMD " - DATE 12-19-15 mw FlLE N0. DNS-011 OTROOF TIiICKNESS = 4 1/2" MIN. + FINISHROOF SLAB2. EXCEPT R303 & R408, REINFORCING BARSTO BE PLACED IN PAIRS ONE EACH FACE OF PANEL MARK R3-R W/ 1 1/4" MIN. COVER SHEET REV. 3. BARS R4x18 ARE TO BE PLACED AT NEAR FACE W/ 1" COVER, 40 4. ALL OTHER BARS TO BE CENTERED IN PANEL. S-4O 54 I I 1 _ - . 1 - Y 1 L - ■ Ia Ott • - 1- - 1 _ I, �� = �1■■ III■ 1, 11 1 I I ■ � -Ilo- ■ ' _ ML - 1 1 - i■ ► I ' I I - 1 1 1 ■ � ■ ■ 1 7 I� ■ , - ■ 1 - ■ - 1 _ � i t I I - ii�1; I ' 1 I 11 - ■ - � . I to+ oTY PS-19 9 PS-2 3 M FL-847 4 N R320 8 R303 9 4 R3x119 A R3x130 5 R3x119 16 0 10'_1 1/e"ems-19> R4x18 o g'-10 7/8"®.0• 5" DIA> 8.0.5' DIA 1 I 9'-1O"<FL-648> I M R411 I 8'-11'ffL-847> I I CO I o o x I x x Ix n 7'-4'<FL-648> n N it 5/8' GROOVE z ri x g303 fY Z 6'-4 1/8"<PS-19> I Qy O LJ �J M n m I W o I ¢ CU.FT. CONC. 50.Ff.W.W.F. wp 45.1 1.67 226 \ V APPROXIMATE WE30HT Rh>> 6 765 TWO LAYERS MESH I I I 4'<FL-648> 4x4xW8xW8 (1) 3/4" CLEAR NEAR FACE (1) 1 1/4" CLEAR FAR FACE q I 0 3'-0 1/8"<PS-19> I I O 2'-2"<FL-847> I I I V-6 1/4"<PS-19> O V-6"4 L-648> N M I I WN.Sulllwx,Bldg.l7 Spolca,u,WA 9921 I R3x119 p• I 4 1/2" 1AM Precast Products n n n A o WA sy B01 N.Hyhway 77 Hillsboro,TX 76M i� N a A OA N O N �S'y nnm.0 I i No � i ) ch ao rn QW r .p� �p DENALI SECTIONAL w $ BUILDING NUMBER DNS-Oil VJ ■ C4 rn I fV I O RO7 CDto I (V NOT" iv 00 .Q 390 lU Q [U4V `ckl.b.-r y -egmj .Owl W n..wv«■ r! ` b�u.W■ eN \ FG.IS,�,I:�V ,� h4ndd RRa1+d7a+Or dWa+lim d We hlm�otla- G czr Y+cayno,.d er,no.hy we o,aa.h:or"w,k". CXT ,,Ow:z Wm 1qv NAL qyo. l. .a a hgnal —a—to7 00 I p. Wa PXPM in E(pIRE$ April 23.2017 January 15,2017 scAia T -,-0 GATE N T S: DRAM MATT BRIMa ME NO. ORS-011 CMEd(ED RDf PLOT 24 1. ROOF THICKNESS = 4 1/2" MIN. + FINISH ROOF SLAB 2. EXCEPT R303 do R408, REINFORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL MARK R4-L W/ 1 1/4" MIN. COVER COVER SHEET REV. 3. BARS R4x18 ARE TO BE PLACED AT NEAR FACE W/ 1" . Dwcuo. 41 4. ALL OTHER BARS TO BE CENTERED IN PANEL. DNS-41 54 - 1 1 ' - 1 n 111 _ ■ t - -I■ . I, • IL I R 1 ■1 e L r, 16, _ _ T Tw M;- % ` 16 I � 1 J � �1 1_ � • 1 ' 1 I Ml ■ 11 � 1 • 1R ' ■ IN ■ I � 1 � ' I 11 1 1 ■ ■ ■ 1 1 G 1 _ + 1 ' ■ ■ '1 ■ ' ■ ■ 1 - 1.11 • ■ - 1 _ 0411 ■ 1 16 ti • _ ir 1 '- , i ■ 1 ■ _ 0; ' IA I 1 1 r • 1 1 � - Ey9EDDED WATERMALS Ihy GTr PS-19 9 PS-2 3 FL-847 4 n R320 8 N R303 9 113419 4 11'-1 1/4" R3019 I R3xl30 5 I! o I R4x18 16 N I M 10'-1 1/8"<PS-19> 9'-10"ffL-648> R411 I I I I 8'-11"ffL-847> x a M oM I x x I � � I A 7'-4'ffL-648> I 5/8' GRGOVE N I Z I ♦ I X i T ��♦ I 6'-4 1/8"<PS-19>15 I W f M 2 I m CU.FT.CONC. 50.FT.W.W.F. a $ I 45.1 1,67 226 R41j I TWO LAYERS MESH AppROxIMATE WEIGHT +`•I I 4x4xW8xW8 6,765 e (1) 3/4" CLEAR NEAR FACE I 4'<FL-648> (1) 1 1/4" CLEAR FAR FACE I I I g I 3'-0 1/8"<PS-19> 0 2'-7"<P.T. PVC> I I 2'-2"<FL-847> 1'-6 1/4"<PS-19> o N I 1'-6"<FL-648> N ROfI M I o! I I R3x119 I 3W N.SAW 014/7 SPok—WA 99216 0" all Cff 4 1/2" ,�- t t �Q Precast Products e A A A A rn N rn � N O �,vu� R71 901 N.Hlphroy 77 H SW%Tx 76845 o rn n N rn I i to wAcy �' g 'I "0 Csi� �� ♦tics DENALISECTIONAL ECTIONAL N , I 4 rrc O BURRING NUMBER DNS-011 !V iA ID N O> I .," N mq wy a r°E U� nt�MN Iv tM Gi"7°' 9016 ti0 tL� tit.ww. R.��d �.1 t maw a.t*t, ,°hbaw.nowt o"T-•rota C/$TES G`� CX7 nouyorct.a of d-�n ••°I thw CxT Mlapanl.d -ts ro.v*mty. 9rr v t^9M0. sS�nNAL � mid ml°NAT a n mw ° Ga PMS April 23,2017 January 15, 2017 NOTES: SCALE 1 - -0 DATE Tz -Ta diAWN WATT IRAIICO OT VO. DNS-Ot1 gSECxW R411 1. ROOF THICKNESS = 4 1/2" MIN. + FINISH ROOF SLAB 2. EXCEPT R303 & R4xl8, REINFORCING BARS TO BE PLACED IN PAIRS ONE EACH FACE OF PANEL MARK R4-R W/ 1 1/4" MIN. COVER rU SLEET REV. 3. BARS R4x18 ARE TO BE PLACED AT NEAR FACE W/ 1" COVER. PNO. 42 4, ALL OTHER BARS TO BE CENTERED IN PANEL. DNS-42 54 1 I' I - 1 1 - 1 I , ,NONE ■ ■1 ■ ■ 1 1 1-1- ME -0 ■ . ■ 1 01. ■ r 1 1 � ■ 1 1 ■ . ■ - .� ■ , o ti I A ' 1 1 1 � 5� 1 ■ 1 - 1 1• 1 1 1 � ■ I 1 1 I 1 N -r 1 ■ ■ 1 IN ■ 1 1 I 1 1 1 1� NOTE, THIS FCTOY M. OADSAARERTRAN�SFE RED PRIMARILYATHROUGHRBEAR BEARING WALLS STO AI PIREPARED GRANULAR TUSUB-BASEEWHICH VERTICAL DISSIPATES VERTICAL LOADS UNIFORMLY TO THE NATIVE SUBRADE AND ALSO ACTS AS A FROST BARRIER, DUE TO THE INHERENT ASTIFFNESS BELOW THE BUILDING.. IT WILL REMAIN SAFE AND STRUCTURALLY SOUND IN THE UNLIKELY EVENT OF F ACTION CE ONAL BETWEEN TI�EAESISAN BUILDING FLOOROR RRED SLABTAAND THETHEROUND PREPA PREPARED SOIL ANDTHROUGH ¶RAVERSUBTBASE ONHOUT WHICHLIDING THE BUILDINGFTING RESTS.BUILDI SC EISMI USIN ANALYSES RAMETERSED ON WNICH MEEDTSOREEXCEED THE CODE PRETERMINED IN SC IBED REQUIREMENTS FOR NTH THE 2015 ¶THISL INSTALLATION. THIS BUILDING, AS DESIGNED, RESTING ON A PROPERLY PREPARED GRANULAR SUB-BASE WILL BE SAFE AND STRUCTURALLY ED A AT THE BUILDING PERIMETER, TYPICAL AFOR OTHER TYPES OF BUILDING ND LATERAL LOADS AS SCONSTR CONSTRUCTION, IS NOT REQUIBOVE. A FULL DEPTH RED DFOR aTH THIS BUILDING \ 111 l_ L- I�J c� 3W8 N.S,01van Bldg./7 SP°km°.WA 99216 FILL SO THAT FINISHED GRADE HEIGHT p' (PERIMETER SIDEWALK OR EARTH) cff TYPICAL SUB BASE THICKNESS IS EQUAL TO FLOOR SLAB HEIGHT Precast Products VARIES, 6" MINIMUM. 901 N.Highway 77 Hihbao,TX 78945 .om� DENALI SECTIONAL •. ..: BUILDING NUMBER DNS-011 LIAMNo= c /C *. bt-d Th* 4 wA Hi I udwAe b... of Lx ncm«o 1 r« Wvor my a„w oyy a+«+pw «ow I'lo—itlM �` Flrded. Ryrod+<llm v A,lrWUan.tll.c wt o 'V 4 0 N b Tirk Jy MdD110 .i1�a1 11+0�� pti lnonv«atoad°y oNo.Nc wa at a,Y bl«naum. NATIVE SUBGRAOE h j x ett aco�.aee uu no w* •ww NATIVE PSF BEARING CAPACITY MIN) hdua�v o.«s�Y or wdw t Ry«of rttnw 1«e PRIOR TO PLACEMENT OF BUILDING A PROPERLY PREPARED SUB-BASE SHALL BE PROVIDED. SUB-BASE y.two,Doo- cxyND ..wo«•ua US E MATERIAL) Alef SHALL BE A MINIMUM OF OF 6" THICK DENSITYOIN IACCORDANCENWITH ASTMED ROCK (ROAD (F NIDSHEDSSURFACE OF — COMPACTED TO 9 dg016 SUB-BASE SHALL BE FLAT AND LEVEL, WITH A MAXIMUM DEVIATION OF -% +0" FROM A TRUE ,t�,RFCtsTe4`� HORIZONTAL PLANE. REFER T�UILDING HANDLING SHEET FOR SUB-BASE REQUIREMENTS DURING �ONALLtA BUILDING PLACEMENT. (PREPARED SUB-BASE NOT BY CXT). t 4 DATE SCAIE n ND. DNS-Olt URAYM �'R�K6 pLOT 48 EXPIRES AprU 23,2017 CxECKED R0r J FOUNDATION DETAIL January 15,2017 Sm 7 REV. 0wc N0. 43 DNS-43 54 i _III■■ 1 • 0,0 ■ • • MEME _ ME — r•• OW — 1 EL ■ 1 1 ■ _ ME ■ y ■ ■ .X. OEM m OEM 0 Nor ■O ■ ■ ■ • _ ■ _0 Ill: 1 - - J•1 ti ME EE 1 NNE ■ ' ■ _ ■ ^ ■ ~ ■ ■� bL Cqm ■ ■ _ _ ■ _ ■ Alm ■ 1 ■ 1 • ■ ■ x ■ � II .7 ■ ■ • • ■ OEMr a _ _ ■% ■ ■ ■ ■ ■ ■ 1 ■ - 1 ■ ■ - • ■ ■ ■ ■ ■ ■ 0 No ■ • • 0 0 0 0 IL ALL PIPING INDICATED UN THIS SHEET IS NOT BY CXT 5 7 5 TO FLOOR D TO FLOOR 3 4 �g�— 3 AIN D AllN 1 z 4" 0 4" �L�( 15 0 4" I, 10 10 " \ " —� 0 � 2, 2' 4'-0"x1'-6" BLOCKOUT DETAIL "A" �L4" "bz:dDETAIL 'B' DETAIL 'A' N / rDETAIL 'C' (o/ 2 1 6 0 I TO FLOOR � f c TO FLOOR 3 n 3 DR IN DRAIN 4„ o a U a' �/ DETAIL 'D co 2 2 9 4" t0" 4" 2kiJILIAM 4'-0" 1'-6" BLOCKOUT DETAIL ' o� WAcy� C m 6' 5'-1 1/2" 311 wrr 2a'-1 29'-6" O 13 0 33'_6 1/2" TO FLOOR 39T1113 37'-7' co10 TO FLOOR 11 12 12 11 AI _ FCISTB�� 38'-8" CID13 D AIN 4„ nNAL io m FLOOR DRAIN BLOCKOUTS & BELOW FLOOR PIPING 14 < a" FIRES April 23,2017 10• 10' January 15,2017 3' ��'^"' FLOOR PIPING 0" - 3'— x1'-6" BLOCKOUT DETAIL C 3�N.�,�I��Bldg ��„�,w�s�sle 1. 4" CLEAN OUT TO GRADE. KEY NOTES 9. ELECTRICAL STUB UP. (8" DIA BLOCKOUT) 6"X1'-6" BLOCKOUT DETAIL "D" � 2. 2" FLOOR DRAIN. FIELD INSTALLED TRAP PRIMER 10. 2" VENT PIPES EXTENDED 12" ABOVE FINISHED Eff SYSTEM IF REQUIRED BY AUTHORITY HAVING FLOOR LEVEL, PROVIDE TEST PLUG. (B" DIA BLOCKOUT) JURISDICTION. (10" DIA BLOCKOUT) 3. 2" VENT PIPES EXTENDED 12" ABOVE 11. 2" VENT PIPES EXTENDED 12" ABOVE FLOOR DRAIN DETAIL NOTES I Precast Products FINISHED FLOOR LEVEL, PROVIDE TEST PLUGS. (4'-0"x1'-6" BLOCKOUT) FINISHED FLOOR LEVEL, PROVIDE TEST PLUGS. (3'-0"x1'-6" BLOCKOUT) ,.• 10" INSIDE DIM - FRONDED BY CXT) ' B01 N.HI¢lwey T]Hllebaro,TX 76845 4.4" WASTE PIPE EXTENDED 12" ABOVE FINISHED 12. 4" WASTE PIPE EXTENDED 12" ABOVE FINISHED A. CAST-IN DRAIN HOUSING ( ,:' B. FIELD INSTALLED GROUT, SLOPE TO DRAIN (CXT PROVIDED-INSTALLATION NOT BY CXT) „x ,u FLOOR LEVEL, PROVIDE TEST PLUG. (4'-0"x1'-6" 13LOCKOUT) FLOOR LEVEL, PROVIDE TEST PLUG. (3'-0"x1'-6" BLOCKOUT) C. 2' WASTE PIPE - STUB UP i2" ABOVE GRACE (NOT BY CXT) DENALI SECTIONAL 5. 2" TYPE K ANNEALED "SOFT" COPPER WATER 13. 2" VENT PIPES EXTENDED 12" ABOVE D. TAPPED P-TRAP ADAPTER (NOT BY CXT) BUILDING NUMBER DNS-011 SERVICE EXTENDED 12" ABOVE FINISHED FLOOR FINISHED FLOOR LEVEL, PROVIDE TEST PLUGS. (6•x1'-6" BLOCKOUT) E. p-TRAP ASSEMBLY (NOT BY CXT) •, HOME LEVEL, PROVIDE CAP AT END. (4'-O"x1'-6" BLOCKOUT) 14 3" WASTE PIPE EXTENDED 12" ABOVE F. 1/2" O.D. COPPER TRAP PRIMER LINE (NOT BY CXT) =. FINISHED FLOOR LEVEL, PROVIDE TEST PLUGS. (6"xl'-6" BLOCKOUT) •� .t H ""hlo mo a ,aHOYue n.,ti r am•+ 10. ., 6. 30" MIN. BURY, PROVIDE TRACER TAPE. G. 2" FLOOR DRAIN VENT RISER - STUB UP 12" ABOVE GRADE (NOT BY CXT) v wwtr cl aT kKpp«ct"1 iM"Y L" 90 mar o q Im uwa ey sn.onprd . 1 la m.oWva+ 15. 2" FLOOR SINK (1'-6"X1'-6" BLOCKOUT). H. TRAP PRIMER MANIFOLD (PRE-PLUMBED AND INSTALLED 8Y CXT) tiw,� R oAx k"Q wum a Dr bbmolm I. 1/2" SHUT OFF VALVE (PRE-PLUMBED AND INSTALLED BY CXT) PLUMBING "^Oy °"id"'"oi1 e"°b .au•,vl.1 7.MIN. BURY PER LOCAL REQUIREMENTS TO PROTECT Q`1 MoppO "' er� AGAINST FREEZING AND DAMAGE, r BLOCKOUT CXT"�vu^ wt' � � I "d„y,y,.a,m�r.i„wd,mimTnr pat"Aw WPM B. 2" FLOOR DRAIN. FIELD INSTALLED TRAP PRIMER 10' DIA � A SYSTEM IF REQUIRED BY AUTHORITY HAVING B J JURISDICTION. (4'-0"x1'-6"8LOCKOUT) GRADE— ^ SCALE 3 16-t- DAIS s-o-le . CRAM Wil D1MA:0 FllE PLOi I ED N DNS-011 CNCCK 1✓D� e. To MAIN— FLOOR DRAIN LOCATIONS WASTE LINE FLOOR BELOW FLOORWT PIPING PIPING LEGEND � owo No. �SH BELOW FLOOR - 2" TYPE "K" � FLOOR DRAIN DETAIL DNS-44 54 BELOW FLOOR WASTE PIPING VENT PIPING ANNEALED E "SOFT" COPPER SCH 40 ABS SCH 40 ABS TYPE DWV TYPE DWV WATER SERVICE I I� ■ 1 1 ON or ;,NN Z ■ ` 1 ■ 1 I i ■1 �1 ~ 'bm= r IN x ■ 11 II ■11I_ - 1 ■ 1 r m [ 1 IN ■ ON ; Iuti 1 �j ■ - 1 1 1 ■ ' 1 1 ' ' 1 ■ r+ +M - 1 1 - ■ ■� 1 - 1 ■ •ON • L rMIN 5 P-6 v e I � 6 v /0 P-1 P-1 ® P-1 P-2 I O P-2 0° P-2 �P-2 6-�d 3 2 3 Err.-d 3 2 3 3 2 3 O° 2" P-9 ( 2 0 3 P-7 i LIAM ♦ Rc 1 � 3„ 91. O 3,. 2.. 0 3,. O� WA 2 CH j�C 3 2 n 3 2 3 0 :`1 3 ;n 3 2 3 0 0 4 n u 0 P-2 O 3 P-2 3" a P-1 P-2 ® P-1 1 P-1 � Q 39p1b IS1'E4� 1 v x P-4 ss�nNAL � MES ,ti,pril 1.3,2017 January 15,2017 M N.SURI m Bldg.17 Sp&o-*A 99216 WASTE PIPING Precast Products �ecTF PIPING - KFY N❑TES 901 N.Highway 77 H11SWO,rn 76045 1. 2' FLOOR DRAIN, FIELD INSTALLED DENALI SECTIONAL BUILDING NUMBER DNS-011 (NOT BY CXT) Z, 4' WASTE THROUGH FLOOR, FIELDyata INSTALLED (NOT BY CXT) b N,klfy CtdblUd.P,laut Ur pb.rtlln v�l of 3, PROVIDE TEST PLUG IN END OF WASTE . mrdat=,,,yQ,,e,,,.f,_ PIPE. CONTINUATION OF PIPING IS FIELD ,,,+4d o pm INSTALLED & NOT BY CXT, "� � 4. 3' WASTE THROUGH FLOOR, FIELD INSTALLED (NOT BY CXT) 5, FLOOR SINK, LOCATED IN B.O. (NOT BY CXT) (FLOOR SINK IS FIELD INSTALLED NOT BY CXT), PIPING LFrFND DA,E +2-+0-10 6, FIELD INSTALLED GREASE TRAP IF REQUIRED BY AUTHORITY wN W ME NO. �'-o++ cr+Eaceo HAVING JURISDICTION (NOT BY CXT). wa COLD WATER WASTE PIPE; WASTE PIPING -'-'-'-. ABS, ASTM D2661, SCHED, 40 PLAN AND NOTES HOT WATER Dwa No. SHEET Kv. —� VENT PIPING — FIELD PIPING (NOT BY CXT) DNS-45 4554 -------------- SCH 40 ABS TYPE DWV I 1 I� i 1 � 1 - a _ I I 1 - 1 1 1 . _ - 1 I' 1' ■ 116 C -~ 1- ■ � llr - 1 - - •-._• _ ■ l I J 116 ■ ■ I •1 �� '.1 1 l� ■ ■ f 1 ■ 1 � 1 1 1 _ � ■ r ' ■ ■ 1 ■ I I �ly� � 7 1 rr6 1 _ 1 _ ■ 1 1 ` L-■-■ ■ I � ■■ 1 ■ T 1 I 1 1 - I 0 P-6 I 1 1 1 P-1 0 P-1 P-1 P-2 P-2 O° e :� P-2 2 P-2 0 2 O 2 � 2 1 - -2--O ` P-� I- -- ----0 1 � L1AM P-9 ' 1 k 2 `OQ WAsy� L_-1 3 4 0 O 4 o LJ mom 3 4 ' �X 4 O O P-2 P-2 O 1 ® P-1 P-2 P-1 1 P-1 b ��'Cl� ) 1 x P-4 `ss�ONALt�G PIRES :xpril23.2017 January 159 2017 3BO8 N.SulNM Bldg.17 SP*—WA 99216 VENT PIPING Precast Products 0 N.K*war n Nllsoaro,1 76645 DENAU SECTIONAL PIPING--KFY-�-NQTES BIHIDING NUMIER DNS-011 Nona 1, 2' FLOOR DRAIN, FIELD INSTALLED w N a (NOT BY CXT) ",°" b,°"°°r"'° h1M RNroA+t".u dtb'b1lM d UN hlpmOlb Y�tAeUy PchWted eRnwl W pb wtllon ca+wnt a1 aR r.�o«ol.a er ao.�w NN of tN.Nlarmolbn 2, 4' VENT THROUGH ROOF. CX',";°°,.o�Y ttn,' �a«�e „two woa» 3. 2' VENT WITH TEST PLUG. CXTW-lw-w ING 4 FIELD FROM FLOOR INSTALLED T DRAINS (NOT BY CXT) 5, FIELD INSTALLED 2' VENT PIPING PTPIi_ a :+-o nu DHS-01+a FROM FLOOR SINK P-6, (NOT BY CXT) w r No. oNs o++ CHECKED aoT a COLD WATER WASTE PIPE; VENT PIPING ----- ABS, ASTM D2661, SCHED. 40 PLAN AND NOTES HOT WATER Dyq NO, squ REV. 46 VENT PIPING ------- FIELD PIPING (NOT BY CXT) DNS-46 54 SCH 40 ABS TYPE DWV 1 I II 1 1 1 ■ IN 1 � - no S 1 . NOI S ' 1 f ■ ■ 1 1 rff �� ■ I � - II ' 1 1 I 1 - _ y r' I■ _I ■ �� 7■N IN --■f■SIN MINI 1 I I ' I I 1 rEANOTES — - — o L FIXTURE COUNT (INCLUDES FLOOR DRAINS) 1 (23) ING PRESSUREi 45 PSI MIN, 80 PSI MAXrsATE PIPING WITH 1" (R3,6)MOLDED PIPE INSULATION WITH ASJ 1 P-1 P-1 II P-1 P-2 P-2 O° 20 P-2 - P-2 0 TYP WATER PIPING — KEY NOTES 6 rd 3 1 I • 1 1 2— - -b-2 — -.. .-_.. - _ -- — — — — -- 1/2" TYP 1, 2' FLOOR DRAIN, FIELD INSTALLED `� 1/2" 1 TYP , a 3/4' (NOT BY CXT) P-9 jx 3 5 2. FIELD INSTALLED 2' WATER SUPPLY :— — —. --- WITH SHUT—OFF VALVE NEAR FLOOR. P-1 - (NOT BY CXT) I - U O • O 3, CAPPED CW/HW LINE, C❑NNECTI❑N P-2 P-2 P-2 P-1 I BETWEEN SIDES IS TO BE FIELD INSTALLED, P-1 P_1 (NOT BY CXT) 1 1 II 1 P-4 �� Ric 4. 3/4' HOSE BIBB WITH VACUUM BREAKER WA`y y AND WHEEL HANDLE. 5, WATER PIPING ALONG WALL, SEE DIAGRAM. a ^. a: 390 lt,- WATER PIPING s o7PZ I FGEND (pIRES •1I)0123.2017 —_-_ COLD WATER WASTE PIPE: January 15,2017 _ ABS, ASTM D2661, SCHED. 40 <' P_2 9 HOT WATER I VENT PIPING FIELD PIPING (NOT BY CXT •��• _ _ �' SCH 40 ABS TYPE DWV 380E N SWIM Bldg-i7 spaka WA 99216 6 �- P-1 ,�i 3�g. 5 P-2 I 7O P�4 KEY NOTES \� '' ) 7 st Products 2.�L'- 6 �/ 1. 3/4' HOSE BIBB WITH VACUUM BREAKER. Preca & WHEEL HANDLE 9m N.Highway 77 N W-%1x 76845 8 P-1-3 �� \ \\ P-1 .0 1 / 2, T❑ THIS PINT BY CXT, DENALI SECTIONAL —2 �i o 24 3/4-1 g I �'2' 3, PLUGGED CW/HW LINE T❑ THIS P❑INT, BY CXT BUILDING NUMBER DNS-011 g �i (� ) � �i CW BETWEEN THESE POINTS, NOT BY CXT, ,�," 1 1/2 �iy ti _ �i 1 1/2 3 �i'� °'�O5 4. 1/2' AIR QUICK CONNECTION W/ BALL VALVE FOR ."anaoaa�,w��n«.r" "'°i°d e.d+�ro piap,r,y of p(1 t,.arrpald. 'T�a uu ow, P-2 BLOWING ❑UT WATER PIPING. ""'°")) °"°X , P-1 // \/1//AA Nl�bd Rep o0u an a bWaan d ur Murcw / / , Y Nfctly Ma1LY0d dLMul tlx D w" c—U al 81/ `/V5 �I2� 5. 1/2 BALL VALVE & CAPPED CW LINE FOR FIELD INSTALLED CRba➢aale0 arch�2ta�„�; ;, % 8 TRAP PRIMER VALVE IF REQUIRED BY JURISDICTION HAVING P stk"pApm a�anlabluyQ al a «.b e g P-2 �ij131 g �'2 P-1 AUTHORITY %!0 `1 1/2' �I 1 2' CW VALVE SEE 6 WATER HAMMER ARRESTOR i' 5 / DIAGRAM 5 I �. ' P-2 7, ELECTRIC WATER HEATER. SEE DIAGRAM. scale 3 a-�-0 FILE DNS-o'a �3/4' g�1 ,12 . . . 3 _ CHE WA OR P rw. a+s-m, �, P-1 8, INSULATE HOT WATER PIPING FR❑M HTR TO FIXTURES R07 44 9 � 2 W/ V (R-3.6) PRE MOLDED FIBERGLASS PIPE P-9 i! WATER PIPING i 9. ASSE 1070 WATER TEMPERATURE LIMITING DEVICE PLAN AND NOTES P-10 P_2 10, INSULATE WATER SUPPLY AND DRAIN UNDER LAVATORY awc NO SH T REV. 47 DNS-4-7 54 WATER PIPING RISER DIAGRAM 1 ' 1 � 1 I I _ _ 1 � 1 1 I � 1 1 � 1 1 - � I ■ 1 _ 1 I 1 • 01% - � 1 t I 1 - 1 � 1 � � 1 ti - 1 I -� • t 1 P-5 PIPING LErFND 4' C.D. —.-- COLD WATER WASTE PIPE: NOTE (` TO LH ABS, ASTM 02661, SCHED, 40 INSULATE HW PIPING WITH 1' <R3,6) SIDE FIXTURES PRE-MOLDED PIPE INSULATION WITH ASJ P-G TO LH C�, ✓4, C D FIELD PIPING (NOT BY CXT) j.\ SIDE FIXTURES / --- VENT PIPING \\\ FAO 3 TD RH SCH 40 ABS TYPE DWV 3 � 4-VTR THROUGH �� 0. ` SIDE FIXTURES \ FLOOR C 2-\ 11/2 P-2 TO RH F w�THROUGH 2' Co A SIDE FIXTURES FLOOR VTR P-2 2' CO 2' 4, l 1/2' 2' TAIL ❑F FIELD INSTALLED WASTE CONNECTION ' �2' DE NTS I P-4 RELIEF VALVE - PIPE TO '� 2' P 2 CO NEAR FLOOR DRAIN P-1 3' CO 3' 2' �� ",2, 3/4'� EXPANSION TANK i ` AMTROL ST-5 2, 2' _. VTR BALL VALVE P-1 CO i/--3/4' CW 1 l/2' 2�1 / 2' ELECTRIC WATER HEATER 1 - W/ SEISMIC RESTRAIN TO WALL �3'/.( 2' C ONN P_2 1 / CO (NOT BE CXT) - COLD WATER MAIN 2'� \\ \ P-1 (NOT BY CXT) 11 1AM Q' HOT WATER HEATER RISER DIAGRAM 4, � 2' 2'`�cD' 2 1 112, 3' WASTE & VET RISFR - KEY NOTES �P�04 WASHINC,t,9 NTS VTR 1 PRESSURE GAUGE P-1 CO P-2 1, TO THIS POINT BY CXT, ), WYE STRAINER: ITT HOFFMAN 2' 2' � •i~• x " (4Bf'Fil MIN FLOWING PRESSURE REQUIRED) �2, 2, 1-1/2' INDIRECT WASTE TO FLOOR SINK. ,., SORES 400 OAE 11/2 1 (FLOOR SINK IS FIELD INSTALLED - NOT BY C y ►., \ 3 21 CO' .. 2" TO FIXTURES i 3, FIELD INSTALLED GREASE TRAP IF REQUIRE a I FOR BLOWING OUT P-2 'CO BY AUTHORITY HAVING JURISDICTION (NOT CX QUICK COUPLER 06 p w� Cl P-1 5 f WATER PIPING W/ �t� C1I r \ COMPRESSED AIR 2' 1 1/2' 1 �3' C S�nNALL o CE 1/2• BALL VALVE CIDP-2 1 WASTE & VENT RISER DIAGRAM 2" BALL VALVE�� P-B ' P1RES :w�'11 23,2017 2" ANNEALED TYPE K 2' NTS THROUGH FLOOR CO' January 15,2017 �Y SOFT' COPPER SERVICE NOTE: __ THIS PIPING IS FIELD ---- `---- 3 INSTALLED dt NOT BY CXT 8oB N.SuNhan&d9 P SPDD° WA p92t6 WATER SERVICE DETAIL NTS PLUMBING FIXTURE SCHEDULE ACTUATOR DRAIN HW CW WASTE VENT NOTES SYM DESCRIPTION MANUFACTURER SLDAN EL-154 FLUSH VALVE/FAUCET TRAP MODEL # _ - 1-1/4' 3' 2' 1,3 Precast Products SLDAN _'OPTIMA' 901 N.Hlghwoy 77 NKehaD,TX 7 WILLOUGHBY IND ETW-1490-HET-OF #152-1.6 ES-S P-1 WATER CLOSET (OR EQUIV) OFFSET - 1/2' 1/2' 1-1/2' 1-1/2' 2,4,5 , SEC ,5x17GA,CP SLDAN EL-154 DENALI SECTIONAL 1 WILLOUGHBY IND ES-1015-HC-1-TE SLOAN 'ETF-610' - - _ 1/2' 1/2' 3' 2' BUILDING NUMBER DNS-0 11 P-2 LAVATORY (OR EQUIV) FM (RM54193) MOON 74998 (RM54221) N0"! P-4 MOP SINK FLORESTONE BRASSWORKS CHROME (2) (2) 1-1/2' _ 6 ' on0 " CHICAGO FAUCETS 1/2x17 'SPEEDWAY' REMOVABLE 1/2• 1/2' I.W. �°�� t t M" ��"`� GA,CP BASKETS �'�"''"rcwtr or°`i"°"°"° t r> 445-DJIB DR EQUAL #ST-1912-K �s�+ a"..° a aH„+,+motor+ 3 COMPARTMENT SSP INC 3C20x20-2-20 (2 TOTAL) _ 7 titer" ar 2' 2' perrw eue Dr do.�o u«or rr hramwuon. P-5 SINK _ - - — _ B CXT�,�rpareu°prml. 12' x 12' (NOT BY CXT) - 3/4' 3/4' - P tw pffpwL o,00ty a mrmmwcYnr aar gym«, P-6 FLOOR SINK - - _ �� DEN-30 4500 240V - - - 2' 2' 9 P-7 WATER HEATER AO SMITH - - _ _ _ 2' 2' TRAVIS RM54960 (RR & CONCESSION-QTY 5) - P-8 FLOOR DRAIN 840-2A (CHASE-QTY 1) - (2) (2) 10 SIOUX CHIEF _ 1/2' 1-1/2' DATE 12-79-18 1119FR, SKI 3/4' °� ' P-9 DRINKING FOUNTAI HAWS my or a ��No. 6 aow 4 (t+EacEo ea P-10 XTERIOR HOSE BI WOODFORD B-65, LOCKABLE PLUMBING SCHEDULE DIAGRAMS & NOTES NOTES: L ELECTRONIC FLUSH SENSORS REQUI ED. 91EET REV. 2, HAMMER ARRESTOR JRS520-T-C, FLOOR DRAIN 52005A025NBLP, TRAP PRIMER- MIFAB MM500, DISTR UNIT MIFAB owc 48 3, MOUNT RIM OF P-1 AT 17' ABOVE FLOOR. DNS-48 54 4, 1/2X15 COMP ANG LAV BSCR1915AC. 5, LEONARD MIX VL 20300 6. PIPE WASTE TO0 GREASE TRAP REQUIRED BY JURISDICTION) THEN TO FLOOR SINK W/ 2' AIR GAP. 7, FLOOR SINK F H, 30 GALLON, ELECTRIC TANK TYPE, 240 VOLTS, ONE PHASE. 9. TRAP PRIMER- MIFAB O, DISTR UNIT- MIFAB 10, DUAL HEIGHT COMBINATION. ■ mmmAmm NJ - 1 .` . o Mom ■ ■1 ■ am ■ ■ - ■ ■ 10 ■ ■ ■ MEN 1 1 ■ ■ A ■ _ ' ■ ■ ■ ' • ' R 16 ` 4 - - ■ J rl 1 • 1 � 1 ■ ' ■ - 1 t + _ 1 Mmr ■ � ■ ■Pi-■ ■ ■ MEMIN ■ M_F— ■ — Y ■ ME ME — ■ 1 ■ m%prodmomm i■ ■ I0 ■ MEM — EME ■ ■ f ' ■ ■ ■ ■ 1 — 1 ■ ■ ■ ■ % ■ 1� ' ■ Im 'ME - - ■ ■ MEM ■ 1 ■ ■ I ■ ■.■ ■ ■ ME ■ MOM ME — an 0 , ON=! or it L ■ ■ ■ — ME 1 — ■ ti rz.L ■ — ON ME 1 — 1 ■ - . 1 r . — . 1 — .� J ME 1 ■ — ■ ■ 1 " 1 ■ f PANEL SCHEDULE 13 s5a_ PANEL TOTAL CONNECTED VA LOAD 15 089 AMP 200 120/24OV, 1P, 3W TOTAL CALCULATED VA LOAD SURFACE MOUNT LOAD 5__ 0 CU) (1) #2/0 (CU), (1) #4 (CU) GND, I E (NOT BY CXT) LOAD CIRCUIT CIRCUIT DESCRIPTION OCP TYPE (VA) (A) CKOUT UNDER PANEL FOR SERVICE LATERAL CONDUIT) OCP TYPE (VA) (A) PH NO. 1P 20A C 84 0.7 NO. DESCRIPTION 111 0.9 TERIOR SURFACE MOUNTED LOAD 1P 20A R 180 1.5 A 2 EXTERIOR LIGHTS AND P 1 CHASE RECEPTACLE 1P 20A N 84 0.7 B 4 RR #1 EXHAUST FAN & LIGHTS 1P 20A N 180 1.5 �S NTER WITH MAIN BREAKER AND 1 GFCI RECEPTACLE IP 20A R OUND BAR. ALL EQUIPMENT 3 CHASE LIGHTS N 111 0.9 A 6 RR iP 20A L 1,140 9.5 r CLUDING BRANCH BREAKERS 5 RR 2 EXHAUST FAN & LIGHTS 1P 20A R 180 1 5 B 8 RR 1 HAND DRYER N 111 0.9 1 TED AT 22,000 AIC RR #2 GFCI RECEPTACLE 1P 20A1P 20A N 1, . A 10 RR 3 EXHAUST FAN & LIGHT1F 20A R 180 1.5 g RR #2 HAND DRYER N 111 0.9 B 12 RR #3 GFCI RECEPTACLE 1P 20AN 1,140 9.5 11 RR 4 EXHAUST FAN & LIGHTS iP 20A 180 1.5 A 14 RR #3 HAND DRYER 10.9 PROVIDE (2) 5/8" X 8' GROUND RODS SEPERATED 1P 20A RIP 20A BOND BUILDING COLD BY A MINIMUM OF 6' (NOT BY CXT). PROVIDE 13 RR #a GFCI RECEPTACLE N 1,140 9.5 B 16 RR 5 EXHAUST FAN & LIGHTS 1P 20A R 180 1.5 PER NEC 15 RR #4 HAND DRYER 1P 20A WATER PIPING TO GROUND GROUNDING ELECTRODE CONDUCTOR AND CLAMPS 111 0.9 A 1a RR #5 GFCI RECEPTACLEiP 20A N 1,140 9.5 BUS PER NEC. (BY CXT) SUITABLE FOR DIRECT BURY PER NEC (NOT BY CXT). 17 RR 6 EXHAUST FAN & LIGHTS 1P 20A N 180 1.5 B 20 RR #5 HAND DRYER 156 1.3 1P 20A R R 1g RR #6 GFCI RECEPTACLE 1P 20A N 1 140 9.5 A 22 RIGHT SIDE ELECTRIFIED DOOR LOCK SYSTEM 1P 20A C 2,250 18.8 21 RR #6 HAND DRYER1. 2P/30A 2.250 18.8 ONE-LINE POWER DIAGRAM 23 LEFT SIDE ELECTRIFIED DOOR LOCK SYSTEM 1P 20A R 156 1.3 A 26 HOT WATER TANK iP 20A R 360 3.0 NTS 25 CONCESSION ELECTRIFIED DOOR LOCK SYSTEM 1P 20A R 156 2.1 B 28 CONCESSION RECEPTACLES 27 CONCESSION FANS & LIGHTS iP 20A R 140 1.2 A 30 29 PLUMBING SENSORS B 32 31 A 34 33 B 36 35 A 38 37 B 40 CONNECTED CALCULATED �,Oe'AM RAC GENERAL NOTES 39 LOAD WAS (C)ONTINUOUS 4,584 X 1.25 5,730 VA NOTE: MAXIMUM ALLOWABLE AIC IS 22K AMPS, PANEL (R)EC (1ST tOKVA) 2,228 X 1.00 2,228 VA �V� 1 RECESSED JUNCTION BOXES FOR SINGLE DEVICES SHALL HAVE SINGLE GANG MUD RINGS CAST IN CONCRETE WALLS, MODIFICATIONS WILL BE REQUIRED (NOT BY CXT) IF TRANSFORMER 5,706 X 1.00 5,706 VA Q ti� sm 2 2, ALL RECEPTACLES SHALL BE GFCI PROTECTED BY CIRCUIT BREAKERS, OR BY OTHER GFCI RECEPTACLES. (N)ON-CONTINUOUS 1,140 X 1.25 1,425 VA CAPACITY EXCEEDS 175 KVA. (L)ARGEST MOTOR 3, ALL CONDUIT SHALL BE SIZED PER NEC, (SEE REF TABLEffl12 SED CONDUIT SHALL BE EMT/FM 4RECESSED SHALL BE PVC, 13.658 VA 15,089 VA ,� TOTAL LOAD 62.9 AMPS WIRE SIZE 1/2' EMT 3/4' EMT %§m 39pI b O 4V 14 TYPE THHN 12 MAX TYPE THHN 22 MAX THHN 18 MAX CIS TC�� 12 TYPE THHN 9 MAX TYPE THHN 16 MAX THHN 8 MAXnNAL10 TYPE THHN 5 MAX TYPE THHN 10 MAX10 TYPE THHN THHN 8 MAX EXPIRES :1 'I 23,2017 WIRE SIZE 1/P' FMC 3/4' FMC 14 TYPE THHN 13 MAX TYPE THNN 22 MAX January 15,2017 - 12 TYPE TFIHN 9 MAX TYPE THHN 16 MAX 10 TYPE THHN 6 MAX TYPE THHN 10 MAX 3gpB N,SuNNan Bldg./7 Spokon0.WA 9B�B LIGHTING FIXTURE SCHEDULE 4. INSTALL ALL WIRING IN CONDUIT OR RELATED ENCLOSURES, w 5. ALL ELECTRICAL INSTALLATIONS SHALL MEET THE 2014 NATIONAL ELECTRICAL CODE. j w DESCRIPTION precast Products 6, MINIMUM WIRE SIZE SHALL BE q12 AWG COPPER, THHN INSULATION UNLESS NOTED OTHERWISE, w X Y JO 7, ROUTE ALL CONDUITS IN UTILITY ROOM AT CEILING OR FACE OF WALLS. i 3 got N.Hlghwoy 77 HNleboro,T%78845 , ETC, LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE, DENALISECTIONAL ECTIONAL g, ELECTRICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE & MAY NOT SHOW EXACT LOCATIONS OF DEVICES, REFER TO VPFS-4-28W HP-4000K-120-CP-WHT-WET-OCC-TX/SD WALL PANEL L OTHER DRAWINGS FOR EXACT LOCATIONS OF J-BOXES SURFACE MOUNTED, LED LAMP BUILDING NUMBER DNS-002 g, PROVIDE CIRCUIT BREAKER LOCKOUTS FOR EACH HAND DRYER, A 120 28 4 FT, WRAP AROUND LENS, LOW TEMPERATURE Nona DRIVER, BUILT IN OCCUPANCY SENSOR ACTIVATED W/ F � 4 aw►��m .Ll 10, PROVIDE 2 POLE 30A DISCONNECT FOR WATER HEATER, ADDITIONAL OCCUPANCY SENSOR FOR FAN CONTROL ° wV-ma°aa "I ,, °u� WATER HEATER CIRCUIT TO BE #10 AWG, � �a y eY m.ay,d,6wn % e an N oax sm a .ran m v�ur Mum°"0 11, ALL CONDUCTORS AND CABLES MUST BE PROPERLY TERMINATED IN APPROVED BOXES, „,muv c,t'A .xnat nr e'W SWOOP 610 LED EXTERIOR LIGHT, aT W„°{,� By W V uw d"� °�"' BEFORE CONNECTING THE CIRCUIT TO THE BREAKER AND BEFORE RECEIVING FINAL «� °�,°,d b xo.v m1y nuw�n kOMQ YWP610-14W HP-350OK-120-CP-BRZ-CAB/PC Mau° ��°� any INSPECTION APPROVAL IN THE FACTORY EXTERIOR, VANDAL RESISTANT, WALL Pam'°prpm B 120 14 MOUNTED, 14 WATT, CLEAR PRISMATIC LENS, EXHAUST FAN SCHEDULE BUILT IN PHOTOELECTRIC CONTROL SYM MFR MODEL # CFM SONES VOLTS AMPS NTS, LUMINAIRE VPF84 INTERIOR LIGHT FIXTURE, 6,0 120 0.66 1,2 VPF8-4-28W HP-4000K-120-CP-WHT-WET-OCC-TX/SD } -D DATE 9-29-15 C 120 28 SURFACE MOUNTED, LED LAMP EF-1 FANTECH FX 4XL 170 oR""" "'n OTC D32 Ns-oox 4 FT, WRAP AROUND LENS, LOW TEMPERATURE �caceD � 6,D 120 0,8 4 1,2 DRIVER, BUILT IN OCCUPANCY SENSOR ACTIVATED ELECTRICAL NOTES EF-2 FANTECH RVF-4XL 180 do SCHEDULES NOTE � THE SOURCE OF EFFICACY DF EXTERIOR LIGHTING IS TO BE A MINIMUM OF 45 LUMENS PER WATT. Dwo No. SHE T REV. NOTE 1, WITH SPEED CONTROL M❑UNTED IN CHASE, ao DNS-40 as Z. FANS LISTED FOR WET LOCATION, CONTROL VIA OCCUPANCY SENSOR. ■ .c 1 - , ■ ■ ' 0 0 0 0 0 1 . . - A; ■ - -� ■ ■ ■ ■ ■ ■• • — ■man ■ - - �ti ■ ■ ■ ■ • — • -16- . . L — — • � r 1 1■ r ■ ■ ■ 1 ■�" immi In 0 1 LEE MEN n No ■ ■ ON F ■ L III 1mr ME 0 0 L: No on mommis NJ • ON ' 11. ■ ■ ' � . ■ ■Z - � ■� � to ■ Y ■ ■ ■ — ■ ■ _ ■ Mixf =No = own _ no EM •_ . L A — . ■ Y ■ - - 1 1 . ■ r •■ • 1�C p i ■ � - T ■ ■ � . .■ ■ � . ` ■1■ - � F • • _ = Elo . F ■ • •�� 1 � ■ r■J - J . i � � ■ it ■ - L 1 , 1 ■ ■ ■ 1 ■ ■ ■ � ■ ■ - ■ ■ • 1 F : 11 ■ ■ ■ ■ ■ ■ '1 1 ■ ■ ■ ■ r ■ ■ ■ - ■ ■ ■ 1 ■ • m • ■ 1 ■ ■ 7IF G 1 Y ■ • • ■ ■ ■ ■ j ■ • ■ ■ ■ 1 ■ 7 1 I 1 '• . . ; • . • ` I I ■�1 ■ N ■ ■ on 0 0 J J I 6 1 1 ' T3 �3 O O • • J A � I . 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ROUTE WIRING IN Oj NOTE REFERENCE (ALL 02AVG 1N[D ALWAYS pat aJa awP O CONCEALED CONDUIT, O E Win TO DE GROUND WIRE exr"ep°'vw CIRCUIT AS NEEDED FOR THE LOAD OF THE EXHAUST FAN. WIRE 1 FLUORESCENT FIXTURE O THRU SPEED SWITCH (IN CONCESSION) AND OCCUPANCY SENSORA 1 RIGIDVIDE y_) SURFACE TED CON ISOLARE D CONTACT.ROOK P❑ EXHAUST DOR DUCTING TO EACH RESTROOM THROUGH ROOF ® UGHT FIXTURE FAN CONCEALED CONDUIT Q CHASE LIGHTS ARE NOTION ACTIVATED- CDOINATION SWITCH 4 DUPLEX -1- DATE T�-to-10 (� sci EE FAN SPEED CONTROL DRAMN Wn naN+oD FlU N0. DNS-011 CHECKED wo PLOT 32 LOAD CENTER/PANEL-C ELECTRICAL PLAN Q JUNCTION lame a HAND DRYER LEGEND do NOTES 'DWO 91EET REV. 6-1 EXHAUST FAN SAFETY DISCONNECT50 DNS-50 54 I I i �I i r i r -' � I - II I lno'la & I = Lr1a 1 - - - lp -will\ 1�T C r' i a—or • ■ 7 _ --, ---- -------- -- --------- --- • 2 I � j PLUMBING SENSOR PLUMBING SENSOR 1 TO TRANSFORMER I 0 R O 2 PLUM TO TRANSFORME PLUMBING SENSOR 1 TO TRANSFORMER O 1 • 1 • � 1 O 1 i • J J J J J 3 1 3 J + J J 1 J J 6 D P-7 1 6 3 t A 1 I �1Y! J J 6 12 J 15 WA ' J 3 • o O • O i T I i J 1 PLUMBRNG I SENSOR ST O O PLUMBING SENSOR PLUMBING SENSOR TO TRANSFORMER I ST>�R� TO TRANSFORMER TO TRANSFORMER ` PLUMBING SENSORS�ONAL L TRANSFORMER �, PORES April 23,2017 CD January 15,201 3B(IB N.SuuNon Bldg A Spokooa WA 9921 Precast Products 901 N.HlghNoy 77 Hillsboro,1X 78645 r Inr DENALI SECTIONAL BUILDING NUMBER DNS-011 TACLE HAND DRYER ELECTRIC LATCH & HOT WATER PLAN Nona R E C E P r4 wa.,atwt � oMy R�•M a"JO,cUo�o'ditrWt ��b n1aR+ 7m bin6M. P��vytAt' M11.cm•rit of M p. pr.tod do+rq uM C�P4 MWrnCIbM1 SYBOLS LEGEND }_ cxr k,,,.o:.J COND ^°•"°' SURFACE NEUNTED UIT "dua~�o.a• of rd o toenr a of Mmw Ar a 3 N3l4tER DENOTES VIBES, "two,pupa+ aR W-momw ONOTE REFERENCE (ALL 112AVG UO ALWAYS Y NnTES C FLUORESCENT FD(TURE ONE WIRE TO BE CfAI1D WIRE RIGHT SURFACE Na1NTED CWDUR O SEPARATE ELECTRIC LATCH SYSTEMS FOR LEFT SIDE RESTROOM, ® LIGHT FIXTURE SIDE RESTROOM, AND CON 3 TOTAL. CONCEALED CDWIT 3 �1- DATE 2-i9-t6 scJ uArr LauJxo ALE No. oNs-ott O TOWNSTEEL ELECTRIFIED MORTISE LOCK, SENTINEL LEVER, T FINISH WITROUTED C CHECKED PLOT 32 2 COIIBINATOrf1 SNITCH&DUPLE7f 1$U' pEac[o � INSIDE DOOR FRAME AND I THROUGH MIDDLE HINGE PER MANUFACTER� O LE FAN SPEED CONTROL E CTRICAL PLAN RECOMMENDATIONS. � LOAD CENTER/FANEL-C LEGEND do NOTE OTME-E-L-A7912P-SENTINEL-26D-ADA* 12V POWER SUPPLY, 24HR � SHEET REV. ELECTROMECHANICAL TIMER AND 12V BACK UP BATTERY. O .XINCTICN BOX O HAND DRYER OWO N0. 51 6-I E>a(AUST FAN rl1 SAFETY DISCONNECT DNS-51 54 r men ■ . 1 T _ MEN . ■ A - ■ Fmm NOON _ ■J 1 % • • ■ ' • IN 0 L — . ' ' 1 1No MIMI 0 ! 71n1 4 . . ■ - - ■ _ • •WME __■ ■ • - _ 1 • MEN ■ ■ 0 , go ■ Om■ ■ _ _ Ir ■ ' 11 fir■ r MEN �— 1 ' 1 _ � 1 ' 1 4 ■ ' 1 • • 7 • 1 " . • L . 11 1 . . L • . 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RECT MUD RING 2 RECT MUD RING PS_19 6 R3x76 4 ROUND MUD RING 1 R4x112 2 B.D.IN, ROUND MUD RING l 9-2 MOLD 2 1,IAM 44 E-BOX 2 ��V RAC WACy� 40 J-BOX ROUND MUD RING 1 ��,�� • NCA B.O.3 1 2" NOSE BIB 8.0. 401 8"x 82 1 4'B.O. 2 CU.FT,LONG SG FT.W.W.F. 0 �.390 �4�0�``�ry a.FT.CONC, SG.FT.W.W.F. 46.0 1.70 139 �^ Cu.FT.CONC. so.FT.W.W.F. a.F-r, C. sa F•r.W.W.F. 46,0 1.70 139 Cu.FT.CONC, so.FT.W.W.F. 100 33.9 1.26 100 APPRo 61900 WEIGHT ONAL so.FT.W.W.F. CU.FT.CONC. so.FT.W.W.F. 25.0 0.93 73 33.9 1.26 APPROXIMATE WEIGHT CII.FT.CONG so.Fr.W.W.F. CU'Fr.�' 25.0 0.93 73 APPROXIMATE WEIGHT 6,900 42.3 1.57 11.0 48.3 1.19 145 A�107tl1AA'E WEIGHT 5 085 �„;1 za.2017 APPROXIMATE WEIGHT 5,085 `� i . APPROXIMATE WEIGHT APPROXIMATE WEIGHT 3,750 APPRox6,34 WEIGHT 7 245 3 750 6 345 WALL PANEL w1 January 15, 201 WALL PANEL W14 WALL PANEL W15 EMDmoED MATERIALS WALL PANEL W13 EMgEDOEO MATERIALS OTv WALL PANEL W12 EUIEDDED MATERIALS rTEM OTY ITEM WALL PANEL W71 piDEDoeD wTERws on A$ 2 4 WALL PANEL W10 EMBEDDED MATERIALS � on ITEM AS-2 4 WALL PANEL W9 EMUEDDED MATERIALS EMBEDDED MATERIALS ntM GTv AS-2 4 1 PS-2 1 eMREDDM O MATERIALS 1- °TM 3 AS-2 4 12 PS-2 2 PS-10 m, oTY T- °" AS-2 3 AS-2 PS-2 12 PS-2 10 PS-10 2 PS-19 6 AS-2 4 AS-2 4 PS-2 7 PS-2 1 PS-19 6 PS-19 PS-19 6 4 wA»9216 PS-2 1 4 FL-648 4 4 R311 3�e N.Sullivan eMay.A�� 2 2 PS-10 4 PR31170 4 FL-648 4 R411 4 R3x109 R3x109 4 �' PS-19 4 PS-19 6 PS-19 6 R317 2 R3x100 2 R411 2 R303 6 R3x88 8 R3x88 8 R3F7 R317 4 R3xi32lOO R3x132 4 R303 R3x86 4 4 R320 4 4 R3x132 4 R3x86 4 R320 R3x109 4 R3A 4 W.C. WALL SLEEVE 1 R320 8 3'ICYT OP PARTIAL B.O. 2 R3xee B W.C.WALL SLEEVE 1 I R320 8 6 3'x6'x2"OP PARiIAI B4O. 2 I Precast Products R3x88 8 2 GANG MUD RING 1 2 GANG MUD RING R3'. 6 R3x96 51 2 MOli1 1 N-2 MOLD 4 R320 4 1 8.0. 1 1 2'QIA 1 2 R317 2 2 4x4 E-BOX 2 901 N.Hlghw6y 77 HRIe69ro,nc 76&►S R32v B.O.1 1 2' D!A l R311 2 4x4 E-BOX 1 3'x6'x2'DP PARTIAL B.O. 24x112 � 3'x6'x2" DN PARTIAL B.O. 2 an 3'SO 1 B.O.80 3'SO. R4x112 2 ROUND MUD PoNG 1 ROUND MUD RING DENAU SECTIONAL SI-2 1 SI-2 MOLD 1 1 B.O. 4 1 2' 01A 1 R3x70 4 40 1 8'x 82 1 4' BLOCKOUT 1 8.0. 4 1 2'OIA 8 R3x10 4 2 40 1 8'x 821 4' BlOCKOUT 1 BUB.DING NUMBER DNS-011 4x4 E-BOX 2 4x4 E-BOX 2 8 4x4 E-BOX 2 8.0. 8'x8' MOTU ROUND MUD RING 1 4x4 E-BOX 2 B.O.8"x8' ROUND MUD RING 1 RECT MUD RING 2 RECT MUD RING ROUND MILD RING 1 "�• nil�`y q. �+�"�" od ih3t k otw" ROUND MUD RING 1 h:a�R°o'�'�r"°MI, '''O"��`"" 4 T yondt.e.Haut aw wtttn cawnl of CT y,yppok", By tta pmG n0�a.ly,nW k�i TMdnI , rmt y of nwd.a.tmtny v of At-IV o partWla prpa" C T y..ype'.tM 5,G1LE t - -0 DATE 12-19-16 So.FT.W.W.F. DRAWN WlT ALAI" ME N . DNS-011 50.FT.W.W.F. W.FT.LONG � PLOT 24 CU.FT.CONG 18.3 0.68 GTECRED `� so.FT, W.F.w. a..0 CONC-. 0sG. 139r. w.F, 18.3 0.68 `� B.O.M. so.FT.W.W.F. W.Ff.LONG 139 46.0 1.10 APPR070MA1E WEIGHT CU.FT.GONG. 1� 46.0 1.70 APPROXIMATE WEIGHT 2 745 W.FT.CONC- s0.Fr.W.W.F. 33.4 1.24 APPROXIMATE WpCF1T Cu,FT.CONC. �•FT'W.W.F. 33.4 1.24 100 2,745 CU.FT.CONG so.FT.W.W.F. 18.3 0,68 50 APPRo,aMATE WEIGHT 6 900 52ET REV. 18.3 0.68 50 APPROXIMATE t6pOHT 6,900 DING No. 52 APPROXIMATE W13GHT 5010 DNS-52 APPROXIMATE WEIGHT APPROXIMATE WEIGHT 5 010 54 2,745 2 745 I - i III J I -I - I I I - - . I I _ • I _ _ - 1 - _ I 1 1 I _ T1 I I I I I I I - I I _ 1 1 1 - I WALL PANEL W21 WALL PANEL W22 WALL PANEL W20 p�ppm uATEMALS WALL PANEL W19 EUBED0E0 YAlER1AL5 on WALL PANEL W17 WALL PANEL W18 Et2BE lmd YATEMALs an lTa EUDEDDrO uATEwALs O,Y °a AS- 4 EUBEODEU tiATEIaALS EUBEOM uATEA7ALs OTY 1O' AS-2 3 ITEM a1Y S-rFE AS-2 4 S-2 1 lim On AS-2 1PS- 2 AS-2 3 AS-2 3 PS-2 7 PS-2 12 L-64 14 PS 10 2 PS_9 6 S-2 4 PS-0 4 R4xi12 R4 4 PS 19 6 R311 S-10 4 R317 4 F1-648 R317 2 R4z109 R3x109 4 R317 2 R 3109 2 R411 4 R317 4 R3x109 4 R3x88 R3x100 8 4 R3x132 4 R3x74 R4x192 4 R3z86 R320 4 R3x132 R3x86 4 R320 8 W.C. WALL SLEEVE 1 W.C.WALL SLEEVE 1 8 R3x86 4 40 1 8' x 82 1 4' BLOCKOUI 1 2 GANG MUD RING 1 R320 R3x106 8 1 2 GANG MUD RING 1 R3x96 6 4x4 J-BOX B.O. 1 1 2'IAA 1 B.O.1 1 2'DIA 1 R317 2 R4x112 2 50. 1 8.0.3'S0. I 6040 FRAME 1 1 B.O.B'x8' 2 2 QIA 1 B.O.41 2'DIA 8.0, 41 2'aA 4x4 E-BOX 8 4x4[-BOX 8 40 1 8�x 821 4�BiOCKOUT 1 40 E-BOX 2 RECT MUD RING 2 RECT MUD RING 2 4x4 J-BOX 2 ROUND MUD RING 1 ROUND MUD RING I ROUND MUD RING 1 AM AS CII.FT.CONC. S0.FT.W.W.F. _ Cu.FT.CONC. S0.FT.W.W.F. 18.3 0.68 50 vie •'~ O� cu.rT.CONC sO.FT.W.W.F. 26.4 0.98 73 CU.Fr.CONC. sa Fr.w.w.F. 53.8 2.00 142 ApgaOpuATE WEIGHT CU.FT.CONC. so.FT.W.W.F. cu..4 CONC. sG.Fr.W.W.F. 47.5 1.76 143 APPROXIMATE WEIGHT 2 745 33.4 1,24 100 33.4 1.24 100 APPRoxIMATE WEIGHT 3 960 APPROXIMATE WEIGHT 8 070 APPROXIMATE WEIGHT AppROXWATE WEIGHT7 125 FGISTE4ti0 5 O10 5 010 NAL 6�G EX RES :1prIl23.2017 January 15,2017 M N.SDAIVOR Bldg-/T SpakonB,WA 99216 Precast Products 991 N.Hloway 77 Himmo.Tx 76845 DENALI SECTIONAL BUILDING NUMBER DNS-Ott Nona Th.Ybmatim un-&.W hw*-WqF lv b tl m orMl'w prwaiY dyyOh,Mca9a VWt fa th'W'VO TO Re Mlyl n v� w of Wa In1v+wlian h Y NraY ohE.teE�tnal ar prior�*Rttn uMnl of W aY tAa�M,3 uw of iAY hlamollon, Cxi hovpaat�d qoot.no�mmty.npM'v t+W Iw 40.0 htl00nq o�onmly o1 metAvlaDMY v of Abw�e patwa pupow CXT Yexpw w 1 2-1-0 DATE 12-12-16 pRA yATT SCAB FlLE NO, DNS-Oil YM 80.VK0 C/iECKEO ROM PLOT 24 B.O.M. SHEET REV. D N0. 53 DNS-53 S4 ■ r ML 1 � y Tr I r • n mbl ■ L ' - IL . : ■ _ � . � � � • ' tit ' 1 � ' . — i � 1 ' ' r -9do • 1 m�. 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CU.FT.CONIC. Z26 41.4 1.53 So.FT.N.W.F. cu.FT.CONC. 226 45.1 1.67 ,y,pRobu71 waa+T cu.`�'co"a 336 45.1 1.67 AaPRDIm,IATE,,vGHT 6 210 F.+I CU.FT.CONIC• So.FT.W.W.F. CU.FT.CONIC. EIo.FT.W.W.F. 68.7 2.54 APPROXIMATE*EMT 6 Z1O cu.FT.cDNc. So.FT.W.W.F. 320 65.0 2.41 320 APPROXIMATE WEIGHT 6 765 66.0 2.52 336 65.0 2.41 APPROXIIATE WEIGHT 6 765 39016 APPROXIMATE WEIGHT 10305 ,gFGIs TC4 APPROXIMATE WEIGHT APM)QMATE WEWT 9 750 10,200 9 750 �S�nN:►Tu� ROOF SLAB R4-L ROOF SLAB R4-R EX RES April 23,2017 ROOF SLAB R3-R EUKDDED MATERIALS ROOF SLAB R3-L EyoEDOED uAraaAEs RAI on EM�ooEo MAromus EMeEooEO MATERIALS ITw ,n 9 January 15,201 ITEM CITY ITEM on 19 9 PS-19 12 PS-19 3 3 PS-19 PS-2 13 �-2 FLS847 4 3BC8 N•SGlllvm BIdW p Spokane,WA 89216 L-84 3 4 FL 3 0 4 R320 8 FL-847 9 f1-847 8 R320 8 R320 9 R303 am R320 12 R303 4 R303 12 R303 4 R3x119 R3x110 4 R3xII 5 RUM 5 UAW 4 R3z1 Precast Products R3x130 x18 16 9C1 N.Hlghwoy 77 Hlleboro,Tx 76645 R3x130 5 16 R4xiB R4z18 16 rt, 16 R4x18 1 3'z8'x2'DP PARTIAL B.O. 2 8.0.5'DIA DENALI SECTIONAL 3•x8'z2'DP PARTIAL B.O. 2 B.O.5• DIA 1 BUILDING NUMBER DNS-Oil B.O.5'DIA 2 4x4 J-BOX 2 4x4 J-BOX 2 �� TM hlamro!kn o0otol'Md Mn1+Y yTprNlw7 m'J Ur wijwd NoD^rty of CxT TM hlonnolk� ^'�7 RN(Ioductom'Q y~I,o tvi lama YI�Uy 7~.d IM-t tlY 7W wTYn<aarl of CXI hwr9aot°Q By 4_1"9—d NY Y+Ynrvotlon, q(T IotM O�ll no.aimly. �n a MnV1d• t.4 y ,MrA�t ty a of Aln�w for a V^rtloio.PutPaa CRT MWPootod SCALY1 2-1-0 DATE DR 12-IV-16 DRAW MATT FI NO• ON3-011 N B CHECXED IiOY PtAT 24 B.O.M. Cu.FT.CONC. So,FT. 22 WAR cu.FT.cONQ so.22fi W.W.F. 45.1 1.67 a1.Fr.CONC. so.Fr.W.W.F. 45.1 1.67 9iEET �v cu.FT.coNr- sG.FT,W.W.F. 41.4 1.53 214 Dwc No. 54 41.4 1.53 214 APPRoxBAATE,TETCHY DNS-54 APPROXIMATE WEIGHT APPROXIMATE WEIGHT 6 765 54 APPROXIMATE WEIGHT 6 210 6 765 6 210 r I I _ - % I - _ 11 A)CU24 I _ �' ■ MEMO ■ ■ ■ — — Cif 1 , 1, `T�% r 1 � 11 � 11 — I ' II ■ 1 + ■M II I ■ 1 �' 1 re _ _ I T I � _ I — I I _ 1 I I I 1 I 1 1 II — 1 :i � ML or uAMUO I 1 AHpE 4 x 4 r 3 4 m a aoo� TYP 2 3 TILT x 3 1 r 3 1 1 1 kwi 2 1 1 112 It 114,8 3 2 B-18 1 1 'x 12'HARED Cot L00F INSERT 2 2ApE6 Fpll(REIE AMD10R H4L 3 r 6 15164 DIA 3 I EM-1 INDEX index of Drawings 2 2 2 AS-2 EMBED DETAIL AS-0 EMBED DETAIL O 1 MS2-01 WALL VENT '�"'xR am, MS2-02 VENT FRAME ASSEMBLY 281 MS2-02SS VENT FRAME ASSEMBLY w.eu.urt�* 1.75 EM-2 MS2-03 VENT SCREEN ASSEMBLY MS2-03SS VENT SCREEN ASSEMBLY MS2-04 OPTIONAL VENT'COVER PLATE 3 3 MS4-01 RECTANGULAR WINDOW FRAME MS4-02 WINDOW FRAME ASSEMBLY 2 MS4-03 LEXAN WINDOW DETAIL FULL EM-3 PEN 3/6 3 MS4-04 WINDOW RETAINER ASSEMBLY 1 en5"Din 6 314 712 314 314 — — { `AM p'h PS-1 EMBED DETAIL (TYP 2 PLCS) WAS PS-2 EMBED DETAIL O� , PS-10 EMBED DETAIL PS-19 EMBED DETAIL 6 114 R303 FORMED REBAR i 1 4 05 — O'L _ 1 510"DIA � y r.a _T LTI1 .� FORMED REBAR 1 112 R317 TYP 5/18 1/2 FORMED REBAR 1112 a 39016 R20 FORMED REBAR — 3 �CI$TCRw R317 S12-U SIGN EMBED 15 V-1 GRAB BAR V-4 VERTICAL GRAB BAR 1 112 1114 3 — 6— EXPIRES April 23.2017 SCALE: 1 1 2=1'0 i - su a wTmrs SCALE: 3=1-0 nut an onoamo" v rAO..ai TOLIKWCKB U.N.O. NOTE: 1 2 CNANkI C3 A 3 x3 16 304SS It 1'-213 16' DEOwL au[NsaN t 0.01' 1) ALL HOLE LOCATIONS ARE FOR HOLES TO B 2 2 a1AA1�1 C3x1 3 6 3O4S$ x Y-O' nol ory °O`""A0N INSERT f13 Ou p wTOWx 7'OL3TRANCHS U.N.O. NOTE: 1 2 OiWL C3 1 4.1 1 1'-2 13 16' NOtD auEla;lo+S+oN t 1/32' REFERENCE DCBYOAPPROVED FIXTURE. 3 8 3 8-16NC SS FEIZROIE i,d oTr onn.iol DEnuAL auFN9oN t 0.01' 1) ALL HOLE LOCATIONS ARE FOR TOUMOCE'B U.N.O. 2 2 DiANNEI C3 r 4.1 x 1'-0' ANGLES DECIMAL gMFN510N t o01' 1 1 VENT FRAME/SSMY YS2-02 FRACTION OlutxswN : 1/fe' REFERENCE ONLY. HOLES TO BE 3 8 3 19K FLAN fETdW s 1/3Y LOCATED B•! APPROVED FO(TURE. BSERT F43 wEln mw aelTNswN t t/4' Y FG-3079 "OLD QW04S OH = 1/2 FRWTION DIMENSION f 1/16- 2 1 VENT LOUIER ASSEIBLANGLES HOLD DIMENSION * 1/3 3 2 01 SUM AS$FIBLY YS2-03 wELn sTSTUD oiuENsoN: 1/4' ANGLES 4 B 3 16NC x 314 BUTTON SS YA(N.SCREM' WELD STUD aYENSION t 1/4� 5 1 OPTIONAL MT OVER PLAIE Mu-" 38M N.Sulllvon Bldg {7 SPakD^h WA 99216 3 (TYP B PLCS) NMgr•1R Gilt 3 (TYP B PLCS) 1850 Ary.g01AR�T &5o Precast Products j110�,R oan 901 N.High tNry 77 Hll"o.T%76645 51.95 9/16 DIA(TYP B PLCS) DENALI SECTIONAL SEE NOTE 1 BUILDING NUMBER DNS-011 I �I 9/16 DIA(TYP B PLCS)� 1'-213/16" OTCE SEE NOTE 1 Th.-dl 1!.Inrrmolrn oa'coMd n.r�r YWMtar�a Irw (} � .M yop.lY o f PT hoaiaoull r0n1 t a„lamout'POW O tiia Ar hM nb Ifa U.O 0 2 mft a�umvvt-"w r,51etlY V�x'a.Ne'a't sn DM1T•lutr a l 1 C%T Mea9oroted By aMo.h�w of tl+b hla, t k0. I ® 2 otdyfanU no oa*onlY.aL'w�a Mnd © I 0 4` ytyy a+tY N mrcRmioM%Y a of xt to o ^ , _ cKY r.xP—w 4' 6 L -fJ1 r t 2 0 4" N DATE 01 10 17 l 1) 4� 6 71B" 6 718" DRAVM HATE PDi[A Fllf NO. EM-1 —� ® �I{ PLOT N1S �_ 3' -I COMPILED EMBEDS �- �� - CHECKER I_ 3" �•'I 1'-1 314' � 0K N SHE£T REV. 6 71B' 6 718" 1 J� Y EM-1 A Vj 4 (TYP B PLCS) 1'-1 314" T FRA-' 0 5 3 1 2 -- �C'ALE�: 1 1 2-1-0 / MS2 02 V NE T FRAME&;- -Oy �- SCALE. 1 1/2-•1-0 t - SCALE: t 1 2.1-0 xLL or wvm" xu Of 11ATIX" TOMANCL U.N.O. 8 1 I 1 4'gAI1010 PLATE 1'-r x Y-r pECI3YJ.DwEN510H t 0.01" NOTE: _ su a wTmux TOLBRANCBB U.N.O. F 2 FIAT BAR 3 16x1 1 2 No x 14 7 FyccttoN auEH9OH + ,/,s, 1) ALL HOLE LOCATIONS ARE FOR TOLERANCES U.N.O. nw on eao.^a DECNML DYU15'0N t GO1- NOTE: Y 11 S 4' ANGLES D1uENswN 3 I/r REFERENCE ONLY. HOLES TO BE oEcuAAL owc`tstOH t o.01' 1 2 FIAT BAR 3 6 x I 1 x 14 7 FRACTION OIUENSION 3 1/.- ANolrs LOCATED BY APPROVED FIXTURE. NOTE: HOLD oaAotSroN 3 1/32 1) ALL IDLE LOCATIONS ARE FOR 3 ; Fix in SW0.11304SS]a x 13' WEW STW DutHsaN t 1/+. raACnON OmENS1ON t ,/16 1 ALL HOLE LOCATIONS ARE FOR 2 2 FLAT BAR 3 5 x 1 I x Il 3 4• 3 I/z REFERENCE ONLY. HOLES TO BE HOLD OlMEHSNsbN t 1/32' ) LOCATED BY APPROVED FIXTURE. N1 * 1/2• REFERENCE ONLY. HOLES TO BE 3 1 FUT E)S'ANOEO FETAL 1 N0.13 x 1J'x 13' y�STUD awcxsa+t v+' ACID STUD DMENSON t 1/4• LOCATED BY APPROVED FIXTURE. yFaar4a�° 17.fl A,w,ar44a.Dort 5.97 yAaYAR.IMMT I 5.97 � 1'-2 7/6"1' �— 2 I-2 718' 15/18"(TYP) 0000000000 �- 0 o000000000 4• o®o®o®o®o®o®o®o®o®o®o a• t,IAM � 0000000000o I B. �1�� 4" I 6 t-3 0 4V, 6OF 0 0 0 aQ WAry l'-2 7/6" 4' ®®o®®O®®©®o°00®°. A I Q .y 4„ ® 00 ® O ® ® ® ® 1-- OO ° g/16DIA (TYP4PLCS) ® ® o ® oO ® o ® SEENOTEI # � 6 Q �J 9/18 DIA (TYP 4 PLCS) SEE NOTE 1 g/18 DIA OTE(TYP 4 PLCS) NAL 5 N 1 C 1/4' A— — e 7/e' 2 � e 7/e" 2 -- 6 718" 6 718" — V-1 3/4' pM$ April 23,2017 6 718" 8 716" -- -- T-t 3/4" - 4 OED SCALE: 1 1 2�t-0 1'-1 3/4' �r^ O�SS UFNT SCREEN 2-1 SCALE: 1 t/2 t-0 u or wmwx c9-D� VENT SCRE!<f� H°I QY LATOM �} '�` SCALE: 1 1 2 et-0 Eli y w+owa TOIEFUINCB9 U.N.O. o.or 1 1 UJGN 3 18 19 9 16'x -313 xu a wawAle TOLEFL+INCES no °^ w0�� DECIMAL* DWEN IO 3 , 18' NOTE: .U.N.O.O. 1 2 LW 2 x 2 x 1 x 2-3 7 8' FRAC"OL 0 oN 1/32' 1) ALL HOLE LOCATIONS ARE FOR TOLBRANC68 U.N.O. 1� +^ °OO1�A0M OWN quEHswN NOTE: 2 2 ANDIE 2 1211 x 9 3 = 1/z REFERLOCATED ONLY. HOLES IX BE 1 1 WMDOW FRAIE ASSdBIY YS4 02 iR►CT10N auENSSON : 1/is' ANOtFs 4 LOCATED BY APPROVED FIXTURE. DECWAL Oa2ENS)ON t 0.01" HOLD DWEH510H : 1/32' 1) ALL HOLE LOCATIONS ARE FOR nw,nON Oa1ENS30N r 1/16: 2 1 BAN AIIN)DW DUAL WA-0 s 1/z REFERECE ONLY. HOLES TO BE 3 6 HEADED CONfAETE AlIQ10R '3 x 3 WELD Sruo on¢NswN 3 1/ HOLD 01YENSx3N = 1%2' 3 1 WIIDOW AETAtER AS5E1 Y E54-04 WELDN40LJ STUD ES pA0490H t 1/4' LOCATED By APPROVED FIXTURE- ANGLES AttD siuD auEHsx3H: ,/+' 4 4 1 M20 z 1 ONE NAY SOREW 214C PU1ED 5 4 1 4-20 AW KAl KW-AWAY NJT 3BOB N.SullvOn Bldg./1 SpOkaDa WA 29216 ArrAxwR lxoan 1.12 r-3 Ire• _r 2- AF.aa MO Dart 2' t1'� Precast Products Ap,prua.°ONt 19.48 � 3/8' DIA (TYP 4 PLCS) 901 N.HlghNay 77 Hllxb-,TX 76645 u t oETeIL 3/16 SEE NOTE 1 DENALI SECTIONAL "V o BUILDING NUMKR DNS-DTI ap' !' 'v r•1 ,' Nola 4 PLCS) ( 3/8 DIA(TYP ;'. 1. 3 , w.• m.rlormoU.^omtav+d 5 TYP 4 PLCS) { 3 )(TYP B PLCS) SEE NOTE 1 1 S` :f-.: , mow.p op.ty o�tl T mr4W .*rnt fv 4 (TYP 4 PLCS) I �/ at 1„oaoRAbtwnwn o mr«`roar io Fv w,:. r °prdAn.e�mw1 nr�na r<t�,1„ymo boa r 7 vl so rq ° zz m W Nwoa0tw p"ont.w.arorly,aw.1 .ma1r M'nrdiO'leMM1y ar M AN...Nr o 4 29I32" 3116" ••• II 7-319116' N DATE Ot in 17 O NA>< O -22 x3_ OT COMPILED EMBEDS H 3 2-4' 2„ SHEET REV. 6" — NO. l ,'.2 1 2 z'a• 4- SCALE: 1 1 2-1-0 EM-2 5 A ��"` 1 M 4- 1 REf,TA"NGUI WINDOW FRAME 4 SCALE: 1 -1 -0 1 _ ■ ME ■ _ � 1 V ■ MEN ■ ME . 1 ■ ' ■ _ ' ' 1 1 -11 No ■ ■ r r _ 1 . ■ -IN mom ME 0 0 i ■ • ■ ■ ME ■ . • • T ■MEN . 1 ■ ' 1 . — •-• ME 1mommmil No OR ' _ 1 • . ■ _ ME 0 1 REM 1ONE ' ■ y 7 ' • ■ 00 ■ _ ■ _ ■ • ■■ 1 • C ■ ■ �■ ■ • ME 40I 0 T:Oo-r, - i 11 : 1 ti 1L - T ■ ■ N T ..1 — - _ 1 EVIL" ;Lmr � � _ . . ■ F _ . _ ' 1 � � 1 1 L 1 � � � t.T � i• � • 1 a ,IN OW IN _ 1 le I. ON %- v0 MEN 0 INI M" No 0 1 0 E ;r 0 ME 0 1 . . .go . _ • r 1 . . ■ 1 x . _ ' 1 _ T ' ■ ■ IN ME _ . � 1 � 1 a r ■ • ■ 1 ME MEN s l —4 ■ 1_ • el ' 1 eu a wtwas tro an Dowsnw uvYArzRAx 1 I MT BAR 38%3BRx6 ,.a � oatw.na 2 2 IE.ADED MK IIEIE ANCINR HQ 3 x 6 au v wtwu 1 1 MT BAR 3 x)Hi x 6 na aw.+�a 2 2 LEADED CD1K7S1E HN.3 fm x 6 TVLXWC98 U.N.O. 3—1 DECt�DWNS*N t 0.01 1 2 FLAT BAR 3 6 x -4� 15/84 DIA -1w,noN OWL"SloN ■ t/lo• NOTE: 2 2 MT BAR 3 16 11 1 F x 6 7 HOLD DYEMPON * 1�32 1) ALL HOLE LOCATIONS ARE FOR 112 AWXES REFERECE ONLY. HOLES TO BE W,D STUD DUENSiat s t/4' LOCATEO BY APPROVED FIXTURE. O 3 I yApYIAR owT 1.15 WAR WWI 1.25 t �ppWR�ppil 7'36 15/64 DIA I I 1 vz 3/e o1n ICS)(T's E NOTE i � 2 IAM ,oa WA�sC (REF) 4CT� Q h� ON 1112 i a IST Y t RADIUS 1112 II 1 vz ' nNAL II_ 3 —6 R WOES ;kW it 23.2017 I January 15,2017 P SCnLF.: 3-1-0 ePS-1 EMBEQ_DETNL eu or"TMNA SCALE: 3�t-0 6— B 1 Y iro OtY DETO 16211 SCALE: t eu Cr-rim" 1 I EKf ORUED AR iro on 000�ta fu d wrttwx 1 1 nAT BAR 3 EI x 3 IR x 6 Rv on agruw 2 2 IE/DED C✓7!E(REIE ANWOR HA 3 x 3 I 1 RAT BAR 5 EI x 3 1 2 HR x 6 2 12 ctnu 2 2 HEADED COKXLIE AACADR H4L J Et x 6 3 1 3 4'CA NUT 1 314 7/B" DU+ 3808 N.SugNOn Bldg,f2 Spokm4 WA 99218 15/64 DIA 3 I I yAOfMNR IOWT 1.0 O 3 112 1 112 uwuesu�R ewt Precast Products I y�palAR.ow* Q 3 B01 N.H*Woy 77"10"o,TX 7" 4.3 I 1.oiv.�sac DENALI SECTIONAL BUILDING NUMBER DNS-0" Yong a(ntaMW!A'�b i*aMtaluJ and Or 1 12 �ly of C%T Yapgrofld. IM LifonTat�an 1 Day .If bD.0 Dy .ar.�bd ta�Dbnl Id M�puDw� htO+ded A<W�tla , l�"f z wtttn4 wnwnllM b x}rkDy M Elydq D!DEN Nbrmat1m. Cxt Mco<DODt �Dnt/n0 W�TIy.YV ws d 1nO�IId. lag, ty 0 m�rll xy a Df nfnwe la a pattuxsy fu> pR M�°M WELD 3/4" COIL NUT TO BACK SIDE OF PLATE 3 310 2 3 (REF) 6 516 (REF) DATE -3 N1S E LE FILE N°, EN-3 �Ayytf NA2 yf1101 OT N t8 2 ! CHEaTp 11/2 I COMPILED EMBEDS 3 -6- ' SHEET REV. 01w No, 3 EM-3 5 A t FORMED 1 112 SCALE: 3-1-0 g SCALE: 3 M -1 -0 @( PS 1 i • - 1 1 II , 1 - - 1 I - - 13 n . I l r.■ 1■ MEN _ 1 1. I - - - ---•1 _ - - , - _ y moll 1 - S' I,,■ ■ Y . 1 1 •• 1 _ ■ • 1 ■ NN. ■ ■ 1■ ■ • 1 p{y f1 W1pAt! m otr oox+n't+a ffu fr wroews I I WOWEB BAR IP4 1m an ��T04 x 5-(t �or w vqw I I OETORIED BAA13 I 1 DETUW N yrypW1�A.oar 21 .rYnoeaetc tort _ 1.2 .rlwaafAA Bart 1.9 (Ty � A M RAC 30 16 �OQ WA`y'AO� q�v Ft •r'' TOL�d 90° 30° a ,Q 3gD'ib ti� w� (130.) - e'STca G� 1- 30 -- I+c:N� v� — to t F M F,) EXPIRES ,ffprll 23,2017 SCALE:—1 1/2-=1-O F RI January 15,2017 e t F SCALE: 7 1 2-1-0 au v ueTafwe 7 Im on ox.w•af —Rll $GALE; 1 1 2=1-0 ru or fuf[RNs ( 112'DA STANTESS STEEL GRAB Im at* frog mf COLOR SCHEME 1 I 1 1 2'MA STAMIESS STTEL GRAB BAR PART NO. SYMBOL BACKGROUND SI2-U-BR WHITE BROWN S12-U-GR WHITE GREEN SI2-U-Cy WHITE CYAN 0 SI2-U-BK WHITE BLACK �o,ro,WA 99218 3808 N—hfa0 aag.p SP NOTE: NFORM TO AllA a.30 1) ALL SIGNS TO CO 17/64 DIA - TYP 3 PLCS 2) 2 COLORS PRINTED ON CR6-2 AND NwraY�A noa* LAMINATED TO .032 ALUMINUM, 7/16' EQUALLY SPACED ON 2" 80LT CIRCLE 17/64 DNA- TYP 3 PLCS HOLES DRILLED 6 PLCS. ALL IMAGES ARE 17/64 DIA (TYP 2 PLCS) 2.0 RING EMBOSSED TO 1/32' HEIGHT. „q,pDYAA.OaT EQUALLY SPACED ON 2' BOLT EQUALLY SPACED ON 2 BOLT CIRCLE &0 90°-� Precast Products 901 K Highway 77 1`10 r0,''00 7/16" DIA (TYP 6 PLCS) .` woftcT+aa DENALI SECTIONAL 4e I BUILDING NUMBER DNS-011 24 90° 64 V2 Nona tn.NtaaWa.R ro+feN.e Nd r1,aa�, .ww m�y.iw popatY of Cxi NylopoYgdoro t for M.Wfp°�' ay oky E.u..A EUw Or 64MuUoa o Ub hW,.tW _ 19 h1a+dM RaM" � mw oai.r�t of Y.vk0y pMDR.o`ta.ath ay N!amollM of C%T Inoayor'A 91 +a+t}x w h'°sfDaoI d�rwU ffo N �W f If—for or a 11 Irldu a p w y of mrrrM't y 90° ponw.pwper CtIT NaofP.f°bd 42 1 RESTROOM \ h'•:h>i: 90° N 5 DATE 0T ID 17 JDRAYM GtECKED NAR VDI[A Fllf N0. EY-. PLOT Nt9 12- COMPILED EMBEDS 90° 17/64 DIA - TYP 3 PLCS I� SHEET REV. EQUALLY SPACED ON 2- BOLT CIRCLE DWa NO. 4 EM-4 5 A , ♦ v Tt SGALE: 3 4�t-0 , VI SCALE: 3 1-1-0 I I SCALE: 1 12-t -O 1 J 1 I _ b. 1 x ti om ` ' ■ ■ - ' 96- ALL6 ■ M7 ■ 1 ' .l■ ' _ ' ■ . . . � ' . 1 ■■ + i Jr • 1 1 V ■ � ■ yy ■ - C �1 � ■ } Ix L ■ ■ n i ■ � ■ 1 Permit#: 1314 Permit Date: 02/01/17 Permit Type: COMMERCIAL BUILDING Project Name: Haller Park Restroom Applicant Name: City of Arlington Applicant Address: 238 N Olympic Ave Applicant, City, State, Zip: Arlington,WA 98223 Contact: Marc Hayes Phone: 360-403-3457 Email: mhayes@arlingtonwa.gov Scope of Work: Installation of Pre-Fab Restroom Valuation: 165000.00 Square Feet: 668 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 02/13/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning ARLINGTON CITY 699 Other 00461804500801 127 COX AVE OF Miscellaneous Services NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License CXT Precast Products Rob Walker 800-696-5766 3808 N Sullivan Rd CONSTRUCTION x3228 Bldg 7 CONTRACTOR Plan Reviews Date Review Type Description Assigned To Review Status 02/01/2017 COMMERCIAL BUILDING BUILDING 02/08/2017 COMMERCIAL z.Rick Karns BUILDING Fees Fee Description Notes Amount Processing/Technology $25.00 Building Permit Table 4-1 $1,889.24 Building Plan Review Table 4-2 $1,228.01 State Surcharge- 1 st DU Residential- 1 st Unit $4.50 Total $3,146.75 Attached Letters Date Letter Description 02/08/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount Building Permit, Building Plan Review, 02/13/2017 City of Arlington-Park Processing/Technology Interfund#1391 Kristin Foster $3,146.75 Imporvement Fund Fee,and State Surcharge Outstanding Balance $0.00 Notes Date Note Created By: 02/01/2017 Need Contractor License#and an out of city. Kristin Foster Uploaded Files Date File Name 02/13/2017 2100312-1314 Issued Permit.pdf 02/01/2017 2080174-1314 Haller Park NREC Lighting,pdf 02/01/2017 2080175-1314 Haller Park Application.pdf 02/01/2017 2080176-1314 Haller Park NREC Mechanical.pdf