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Permit D19-0034 - LAM'S SEAFOOD - NEW SEAFOOD MARKET
LAM'S SEAFOOD MARKET 243 MINKLER BLVD FINALED 04/23/2020 019-0034 0 0 Parcel No: Address: �°^�xx °�� Tukwila x~�~ ��n o ��m^m��n�� � ,� Department of Community_ —` Development G3ODSomthcenterBoulevard, 3uke#1VO Tukwila, Washington 9818B Phone: 206~431,3670 Inspection Request Line: 2U6-43Q-93S0 Web site: http.//www.TuhwUaVVA,gov DEVELOPMENT PERMIT 2623049110 Permit Number: D19-0034 Project Name: LAM'S SEAFOOD MARKET Issue Date: 5/24/2019 Permit Expires On: 4/1/2020 Owner: Contact Person: Contractor: Name: License No: Lender: Name: Address: K|RTUKVV|LAO5ULLC 3333NEW HYDEPARK RD#1¢OC/O K|M[OREALTY CORP, POBOX 5O20 NEW HYDEPK,WA, 11042 P.O.BOX 133l3,DES K4D|N2S,WA, 98198 I18Z7RENTONAVE S,SEATTLE WA, 98178 LAK4'SSEAFOOD MARKET 12Z1SKING ST,SEATTLEWA, 98144 Phone: EupiradnnDate: DESCRIPTION OF WORK: NEW RETAIL SEAFOOD MARKET Project Valuation: $1,127,522J0 Type nfFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $17,843,41 Occupancy per IBC: M VVaterDighct: H|GMUNETUKVV|U\ Sewer District: TUKWILA Current Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVAC296468: y Code: Public Works Activities: Channel izatioo/Sthping: CuMbCut/Acoea/Sidpwa|k: Fire Loop Hydrant: Flood Control Zone: Mau|ing/OvemizeLoad'. Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signatu Volumes: Cut 0 Fill: O Number: 0 JO'?'/47' I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate orcancel the provisions ofany other state nrlocal laws etinQconstrucdnnortheperfomnanceofwnrk.|amauthohzedtosignandobtainthis development permiAndagree tp4heconditions attached tnthis permit. Sign / / �� ~ F�k�e�JU�n�"/ ('�*r// nl( m�� Date:/O- �—/ 9 This permit shall become null and void if the work isnot commenced within lV0days for the date cf issuance, or if the work is suspended orabandoned for aperiod ofl8Odays from the last inspection. PERMIT CONDITIONS: 1: 'PUBLIC WORKS PERMIT ODND|TlONS*** 2: The following Public Works activity shall be addressed and approved by Public Works as part of Building permit no. D18-0399 and the future Plumbing Permit for this project. The City ofTukwila requires agrease interceptor onall buildings where food preparation occurs and at locations determined by the Public Works Director as necessary for the proper handling of liquid wastes. Grease interceptors shall be sized per Appendix H of the Uniform Plumbing code. Grease interceptor shall beasingle vault with double baffle. Refer toattached City ofTukwila Detail SS-14. Please submit a detailed site plan showing location of proposed grease interceptor and sanitary sewer system. A Washington State Licensed Engineer shall design the outside grease interceptor, and shall stamp, date, and sign the design sheet. Contact Utility Locates to assure that there is no conflict between proposed grease interceptor location and existing utilities onsite. An interior grease trap/interceptor may be installed under a separate Plumbing Permit if approved by the Development Manager (Water & Sanitary Sewer Enginepr). Specify size/manufaoLuer/mnde|number on plans and include agrease interceptor cut sheet. Ifyou have questions regarding the grease trap/interceptor requirement please contact PatDmdin, P.E, Development Manager at(ZOh)431,Z441. pat.bmdin@tukwi|pwa.gov 6: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each 1,S0Osq. ft. ofarea. The exdngvisher(s)should beofthe "All Purpose" (3A,4O8:C)dry chemical type. Travel distance toany fire extinguisher must be75'n,less. (|FC 3: Portable fire extinguishers, not housed in cabinets, shall beinstalled on d or brackets supplied. Hangers nrbrackets shaUbesecurely anchored tothe mounting surface in oewith the manufacturer's installationinstructions. Portable M �extinguishers having agross weight not ex ceeding 4O pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top isnot more than ISfeet (lOh7mm)above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not beless than 4inches (1OZmm). (|F[9Ob7and |F[ 906.9) /k Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use, These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (|F[9O6.S) 5: Fire extinguishers require monthly and yearly inspections. They must have atag orlabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 7: Maintain fire extinguisher coverage throughout. 8: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge � 9: Dead bolts are not allowed onauxiliary exit doors unless the dead bolt bautomatically retracted when the door handle isengaged from inside the tenant space. (|FCChapter l0 lD: Exit hardware and marking shall meet the requirements nfthe International Fire Code. (|FCChapter 10) ll: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist tooperate, (|F[101019.1) lZ: Exits and exit access doors shall bamarked byanapproved exit sign readily visible from any direction cf egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path ofegress travel isnot immediately visible tnthe occupants. Exit sign placement shall besuch that nopoint in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever isless, from the nearest visible exit sign. (|FCIU13.1) 13: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes ofthe letters not less thanOJ5 inch (191mm)wide. The word "[X|T"shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not beless than 0.375inch (9.5mnn). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportiontotheir height. The word "EXIT" shall be in.high contrast with the background and shall be clearly discernible, when the exit sign illuminationmeans,is or is not energized. If an arrow is provided as part of the exit sign, the construction shall 4esuch that the arnowdieodnncannot bereadi|ychanged. (|F[lV13.61) 14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not ' less than 9Ominutes in case of primary power loss, the sign illumination means shall beconnected tvanemergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1013.63) 15/ Emergency lighting facilities Ua"i nitial least foo�cand|e(11lux) a aminimumatanypointuf0.1funt-can6|e(1|uv)measvedalunQthepathof egress at floor level, . ll)umination levels 5�pll be permitted to decline to 0.6 foot- I candk*(6 lux) average and aminimumatany point ofO.n6foot-candle (0.Glux) aLthe end ofthe, emergency lighting time duration. A ' n�=���m�o�in}munn|Umm�a�un�n�onn�Ymt�uf�0tp1xhaUnot beexce�eb. J(`FCz0083.5) ` , �9: ' Firek/ �ys� oshaHhe i i d�accordancew�hthoriginalihstpUad d rd for h *s Required necessaN to maintain and continue ' protection w" building u*.unev!/remodeled o,added uto. ~=��m v"swprot ection shaUbedone ihac�ordance"vidiapp|ioab�stand6�s. UpC90l,4)� ` . ' . 17: 5phnNeo'shaUbeinstalled under fixed obstructions over 4feet (l2n)wide. (NFPAI3-8/S5.33) 16: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation ormodification, New sprinkler systems and all modifications tosprinkler systems involving more than SOheads shall have the written approval nfFactory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal tothe Tukwila Fire Prevention Bureau. Nusprinkler work shall commence without approved drawings. (City Ordinance No. Z436). 20: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A.7Zand City Ordinance #Z437. 22: All new fire alarm systems ormodifications toexisting systems shall have the written a9p` a|nfThe Tukwila Fire Prevention Bureau. Nuwork shall commence until afire department permit has been obtained. (City Ordinance #2437)(iF[9O1.2) ` 21: Local Ul.central stadon'supemisionisrequired. (City Ordinance #2437) 23: Maintain fire alarm system audible/visual notification. Addition/relocation ofwalls orpartitions may require relocation and/or addition ofaudible/visual notification devices. (City Ordinance #2437) 24: An electrical permit f rom-the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. IS: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA7O) 26: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8O311ofthe International Building Code. 27: New and existing buildings shall have approved address numbers, building numbers orapproved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background, Address numbers shall beArabic numbers oralphabet letters, Numbers shall heaminimum uf4inches (10Zmm)high with aminimum stroke width of0.6 inch (12.7mm). (IFCSOS.l) 18: Contact The Tukwila Fire Prevention Bureau towitness all required inspections and tests. (City Ordinances #243Gand #Z437) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 29: These plans were reviewed byInspector 5l1. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(ZO6)575-44O7. 30: 'BUILDING PERMIT COND|T|ONS+** 31: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmittedforapprovai 32: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted, 33: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. AS[[7,Chapter 1l 34: Partition walls shall not betied to suspended ceiling All partitions greater than 6feet in height shall belaterally braced tothe building structure. Such bracing shall beindependent nfany ceiling splay bracing. 35: All construction shall be done in conformance with the Washin'ton State Building Code and the Washington State Energy Code. � 36 All food preparation establishments must have Seattle/King [nuntyDepartmentufPub|icHea|U`siQn-off prior toopening urdoing any food processing. Arrangements for final Health Department inspection shall bemade bycalling Seattle/King County Department ofPublic Health, <1'8O0'3ZS'6165mu9-566Latleast three working days prior 0odesired inspection date. Onwork requiring Health Department approval, itis the contractor's responsibility to have a set of plans approved by the agency on the job site. 37: Notify the City 9fTukwila Building Division prior tuplacing any concrete. This procedure isinaddition to 38: All rack storage requires aseparate permit issued through the City o/Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage orbracing shall beprepared byaregistered professional engineer licensed inthe State ofWashington. Periodic special inspection isrequired during anchorage ofstorage racks 8feet nrgreater |nheight. 39: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 40: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement. 41: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 42: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (2U0'431'367O). 43: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 44: Preparation before concrete placement: Water shall beremoved from place ofdeposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall beremoved from spaces tobeoccupied byconcrete. 45: VALIDITY OFPERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila, Permits presuming tugive authority tnviolate orcancel the provisions ofthe code orother ordinances ufthe City nfTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 46: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (Z06/431']67O). 47: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in atimely manner. 48: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official. The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2O6)438'g35o 1700 BU|U0NGRNAL*~ 0301 CONCRETE SLAB 0301 CONCRETE SLAB 06I1 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0201 FOOTING 0409 FRAMING 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 4046 'S|'EPDXY/[XP[ONC 0406 SUSPENDED CEILING 0601 WALL INSULATION 0601 WALL INSULATION Parcel No: Address: �=^�xx '�� Tukwila ".U~� ��n o ��nx���oa Department of Community Development 63VOSuuthcenterBoulevard, Suite #1OU Tukwila, Washington 98188 Phone:ZO6'431'367U Inspection Request Line: 206'438'9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049110 173485OUTH[ENTERPKVVY Project Name: LAM'S SEAFOOD MARKET Permit Number: D19'0034 Issue Date: 5/24/2019 Permit Expires On: 11/20/2019 Owner: ' Address: 3333NEW HYDEPARK RD#lOUC/O K|yNCOREALTY CORP, POBOX SO20 NEW HYDEPK,WA, 11042 Contact Person: Name: TEDTMOMAS P�O.BOX B3l3'DES M0NES, WA, 98198 Contractor: Name: TTGLL[ Address: 1I827R[NT0NAVE 5'SEAlTLE,WA, 98178 License No: CC//GLLL*840U Lender: Name: LAM'S SEAFOOD MARKET Phone: (206)391.1025 Phone: Expiration Date: DESCRIPTION OFWORK: NEW RETAIL SEAFOOD MARKET Project Valuation: $920\000�00 Type nfFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: VD Electrical Service Provided by: TUKVv|LA Fees Collected: $13,630.49 Occupancy per IBC: Kx WaterDi5thct: H|GHUNE7UKVV|Uu Sewer District: TUKVV|LA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VV4[Z9645K: Code: ublic Works Activities: Chan np|ization/Strping: [urb[ut/\cceo/Sidewa|k: Fire Loup Hydrant: Flood Control Zone: Hau|ing/OxersizeLoo& Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: .� Permit Center Authorized Volumes: Cut: O Fill: O Number: 0 ��CJ� Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be cormplied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work, | am authorized to sign and obtain this development permit and agree tothe co'° to, sattached tnthis permit. / Print Name - This pennit shall become null and void ifthe work bnot commenced within z8Odays for the date ofissuance, orif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: ~~~ PUBLIC WORKS PERMIT [OND[OON5**~ Z: The following Public Works activity shall be addressed and approved by Public Works as part of Building permit no. D18-0399and the future Plumbing Permit for this project. The City of Tukwila requires a grease interceptor on all buildings where food preparation occurs and at locations determined by the Public Works Director as necessary for the proper handling of liquid wastes. Grease interceptors shall be sized per Appendix H of the Uniform Plumbing code. Grease interceptor shall beasingle vault with double baffle, Refer toattached City ofTukwila Detail 8'14. Please submit a detailed site plan showing location of proposed grease interceptor and sanitary sewer system. A Washington State Licensed Engineer shall design the outside grease interceptor, and shall stamp' date' and sign the design sheet. Contact Utility Locates to assure that there is no conflict between proposed grease interceptor location and existing utilities nnsite. -An interior grease trap/interceptor may be installed under a separate Plumbing Permit ifapproved bythe Development Manager (Water & Sanitary Sewer Engineer). Spedfydze/manufactuner/mndp| number on plans and |ndudeagrease interceptor cut sheet. |fyou have questions regarding the grease trap/interceptor requirement please contact PatBmdin, P.E, Development Manager at (206)431'2441. patbmdin@tukwi|awa.gov 6: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A.4QD:qdry chemical type. Travel distance toany fire extinguisher must be75'orless. (|F[ 9063)(NFP81[\5.4) 3: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied, Hangers urbrackets shall hesecurely anchored tothe mounting surface inaccordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (l8kg) shall beinstalled sothat its top isnot more than Sfeet (l5Z4mm)above the floor, Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top isnot more than ].5feet (lO67mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (|F[9O6Jand |F[ 906.9) 4: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code nfAda| determines that the hazard posed indicates the need for placement away from normal paths of travel. (|F[9O6.5) 5: Fire extinguishers require monthly and yearly inspections. They must have atag nrlabel securely attached that indicates the month and year that the inspection war, performed and shall identify thecnnnpanyor person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tnthe applicable recharge procedures. |fthe required monthly and yearly inspections ofthe fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will herequired toconduct these required surveys. (NFPA1l72'73) 7� Maintain fire extinguisher coverage throughout. 8: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (|FC101U.1.9) 9: Dead bolts are not allowed onauxiliary exit doors unless the dead bolt bautomatically retracted when the door handle isengaged from inside the tenant space. (|F[Chapter IO) 10: Exit hardware and marking shall meet the requirements of the International Fire Code. (|FCChapter lU) 11: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist tooperate. (|F[101019l) 12: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access 0oexits shall bemarked hyreadily visible exit signs incases where the exit orthe path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever isless, from the nearest visible exit sign. (|FClU1Il) 13: Every exit sign and directional exit sign shall have plainly legible letters not less than 6inches (152mm) high with the principal strokes of the letters not less than O.75 inch (l9.lnnm)wide, The word ^ENT^shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than O.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing inproportion uotheir height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means isurisnot energized. |fanarrow isprovided aspart ofthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. <|FC1013.5.1> 14: Exit signs shall beilluminated xtall times. Tuensure continued illumination for aduration ofnot less than 90minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (|F[1Ol3.53) 15: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress atfloor level. Illumination levels shall bepermitted todecline tn[i6foot-candle (6lux) average and aminimum ntany point cf 0.U6foot-candle (0.6lux) atthe end cf the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to I shall not be exceeded, (|F[lO083.5) 19: Fine protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations tofire protection systems shall bedone inaccordance with applicable standards. (|F[90l.4) 17: Sprinklers shall boinstalled under fixed obstructions over 4feet (l2m)wide. (NFPA13'8.§.5.3.3) 16: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation nrmodification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tnsubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 20: Afire alarm system isrequired for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72and City Ordinance #Z437. 22: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. Nowork shall commence until afire department permit has been obtained. (City Ordinance #2437)(|FC9O12) 21: Local U.L. central station supervision is required. (City Ordinance #2437) Z]: Maintain fire alarm system audible/visual notification. Addition/relocation nfwalls orpartitions may require relocation and/or addition ofaudib|e/xisua| notification devices. (City Ordinance #24]7) 24: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 25: All electrical work and equipment shall conform strictly tothe standards ofthe National Electrical Code, (NFPA7O) 26: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth |nTable No. 80111ofthe International Building Code. 27: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall beArabic numbers uralphabet letters, Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width ofO.5 inch (12Jmm). (|FC505.1) 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) JO: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 29: These plans were reviewed byInspector 5z1. |fyou have any questions, please call Tukwila Fire Prevention Bureau a1(2U6)575'44O7. 30: `BUILDING PERMIT [OND|T|ONS*** 31: Work shall beinstalled inaccordance withtheappnmedconstr cdnndocuments,andanychan8esmade during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 32: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 33: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. AS[E7'Chapter ll 34: Partition walls shall not betied toasuspended ceiling grid. All partitions greater than 6feet inheight shall bplaterally braced tothe building structure. Such bracing shall beindependent nfany ceiling splay bracing. 35: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 36: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior toopening ordoing any food processing. Arrangements for final Health Department inspection shall bemade bycalling Seattle/King County Department nfPublic Health, (l'80O'32S'6l6Eext9'S66),atleast three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 37: Notify the City nfTukwila Building Division prior toplacing any concrete. This procedure is in addition to any requirements for special inspection. 38: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 39: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 40: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined' by the building inspector based on satisfactory completion of this requirement. 41: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 42: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 43: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 44: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 45: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 46: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.g0V Building Permit No. [ Project No. 00 14 Date Application Accepted: Date Application Expires: -I 9 (For o zce use only CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: o2e13 14w kte,c 6 krbi Tenant Name: 44140 c"..z4"-reedS .011,kkel PROPERTY OWNER Name: tS iviofe-c> ieeol(y Address: 41164, ,.. ,.... 1 47 I-Aie162111 *mite. itAtli Sg City: gem,og e. State: . 14gJi 34 . Zip:5ika CONTACT PERSON -person receiving all project communication Name: .7-e-z /...400,44 .,5, Address: Ap. Av,y asi Y citY:bes /. State: State: tjAt Zip: .90/9/53 Phone:266 19/ A0Z6 Fax: Email----40frms4Acii 6 <0...75,‘ Ale/ GENERAL CONTRACTOR INFORMATION Company Name: i 7-6 L.Z.. G Address:AA CitY:bes dames State:tjA . Zip: 9e/919 Phone:24 3i/ /0Zi Fax: Contr Reg No.k.z1q1gyoftp D4e/e/sow Tukwila Business License No.: HAApplicatiortaForrns-Applicaiions On Linct201 I ApplicationAkxrnit Application Rcvitcd - R-9-11.docx Auguq 2011 hh 0.44.sof-1,1 King Co Assessor's Tax No.:.24z5dy_, .9ao Suite Number: Floor: 1=1 New Tenant: X Yes .. No ARCHITECT OF RECORD Company Name: i Architect Name: geribOrti 1 Address:1?0 hAe igzifrero City: c5.847we ate:14/4 Zip:98/o? Phone Fax: am. Fax: Entail: r.-, _ (-1(re,11AAJF6Xte0oriAA/Amez .. <444 ENGLNEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects S,00.0 or ., gear= per RCW 19.27.095) • , - . ,, , Name. i • A4410 5.14406 Aada Address:/ZU $,. tut./ City: ..414,0,1*, / State:4). ZiP:qfy y Page 1 of 4 BUILDING PERMIT INFORMAT1ON— 206-431-3670 Valuation of Project (contractor's bid price): $ 000 Describe the scope of work (please provide detailed inform lion): Abet() 6/144/ je.tf--Poot, i'j4ket Existing Building Valuation: $ Will there be new rack storage? Yes Oki"No If yes, a separate permit and plan submittal will be required. Provide .A� Building Areas in Square Footage Retow •ExstzngInterior Remodel Addition to Existing Structure New Type of Constmction MC Type of Occupancy per IBC 1 Floor 2 Floor 3F1oor Floors thru Basement Accessory Structure* Attached Crarage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the followintr. Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellingsas his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes )( No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: . Sprinklers Automatic Fire Alarm D None E]...Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes If "yes*, attach list of materials and storage locations on a separate 8-1/2" x 11- paper including quantities and Material Sa ety Data Sheets. SEPTIC SYSTEM On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. RAApplicatinnsW.rms-Applications On Linn\ 20! I Applicznion:AP,rmii. Applizai ion Rcviszd - R-9.1 I,docx Rcvkal: Augu' 7.01 Page 2 of 4 C WORKS PERMIT INFORMATION - 2 4 3=0179 Scope of Work (please provide detailed information): Call before you Dig: 811 refer toPublic Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila D.WaterDisinc 0 ...Water Availability Provided Sewer District ...Tukwila 0 ...Sewer Use Certificate 0...Valley View 0...Sewer Availability Provided Highline 0 .. Renton 0 .. Renton D.. Seattle Septic System: 0 On -site Septic System — For on -site septic system. provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size — 22" x 34") El ..,Technical Information Report (Storm Drainage) 0 ..,Bond .. Insurance D Easement(s) Proposed Activities (ma(k boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer 0 __Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control O ...Backflow Prevention - Fire Protection Irrigation Domestic Water Geotechnical Report 0 Maintenance Agreement(s) 0...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ... Hold Harmless — (ROW) O .. Right-of-way Use - Profit for less than 72 hours .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone .. Stoma Drainage 0 .. Abandon Septic Tank 0 Curb Cut 0 .. Pavement Cut Looped Fire Line 7 7 11 0 ...Permanent Water Meter Size... WO 0 ...Temporary Water Meter Size.. WO # 0 ...Water Only Meter Size E3 ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private 0 WO # 0 .. Grease Interceptor Channelization Trench Excavation 0 .. Utility Undergrounding 0 ...Deduct Water Meter Size FTNANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer Monthly Service Billing to: Name: 0 ...Sewage Treatment Mailing Address: Day Telephone: City State Water Meter Refund/Billing: Name: Day Telephone: ding Address: City Statc Zip Applicatiort:Worrre.-A pplications On Linc\ 2011 ApplicatinmaKnIna Applicznion Rcvi,ccl - S-9-11.docx korkoaL Aug01 hh Page 3 of 4 PERMXT CATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUTLDJNGOWNERO IAGEN Signature: Date: / 2-0- /9' Print Name: Day Telephone: 2404 -p / Mailing Address: /o, .*41 /5/5 pp11..-41on:1Fnm,-Applical ions On I in02111 1 A nr.1 cat \19,..rrn it A vplic.a.11.,n Rc g-9- 1 1.dor-N Rcvisod: August 24111 hh t.".14 ' State 94S /ei'A Zip Page 4 of 4 Cash Register. Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID Per i TRAK $4,212.92 D19-0034 Addiess1243,":Kiy41(LER'BC Apn: 2623049110 ''''' $4,212.92DEVELOPMENT ,„ - $4,089.01 PERMIT FEE R000.322.100,00.00 0.00 $2,478.19 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,610.82 TECHNOLOGY FEE $123.91 TECHNOLOGY FEE R000.322.900.04.00 0.00 $123.91 TOTAL FEES PAID BY RECEIPT: R18780 $4,212.92 Date Paid: Tuesday, October 08, 2019 Paid By: TTG LLC Pay Method: CHECK 5869 Printed: Tuesday, October 08, 2019 12:08 PM 1 of 1 CRWSYSTEMS LA iv -J 41 DESCRIPTIONS PerrnitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY 8,428.39 D19-0034 Address: 17348 SOUTHCENTER PKWY Apn: 2623049110 DEVELOPMENT $8,428.39 8,028.2 WASHINGTON STATE SURCHARGE B640.237.114 0.00 25.00 PERMIT FEE R000.322.100.00.00 0,00 ,003.2 TECHNOLOGY FEE $400.16 TECHNO TOTAL FEES PAID BY RECEIPT: R17726 R000 322 900 04 00 0.00 $400.16 $8,428.39 fr Date Paid: Friday, May 24, 2019 Paid By: TTG LLC Pay Method: CHECK 5531 Printed: Friday, May 24, 2019 12:21 PM 1 of 1 SYSTEMS 111 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $5,202.10 D19-0034 Address: 17348 SOUTHCENTER PKWY Apn: 2623049110 $5,202.10 DEVELOPMENT $5,202.10 PLAN CHECK FEE R000.345.830.00.00 0.00 $5,202.10 TOTAL FEES PAID BY RECEIPT: R16611 $5,202,10 Date Paid: Wednesday, January 23, 2019 Paid By: TTG LLC Pay Method: CHECK 5404 Printed: Wednesday, January 23, 2019 3:54 PM 1 of 1 SYSTEMS � .4 I*nstructions for Electronic F�^ 1 2O15VVSECCompliance Forms for Commercial Buildings including R2'H3'&R4over 3stories and all Fill Revised Oct 2017 Intro Commercial Provision Chapters 1 '5of the 2O15Washington State Energy Code apply mall commercial occupancies, R-2, R-3 & R4 occupancies greater than 3 stories above grade, and R-1 occupancy (all building heights). has electronic compliance forms for general project information including Section -4_. Chapter 5(existing buildings) and Appendix A values)— � � � o|ma��onno*oen�omT�e�omNmcomponNn�aoLTG15�4XLSM(GooUnnC405|�hbngand ��al systema).and MECH/5-v4.XLSM (SectionC403 and C404mechanical and service water systema). ��%l� Code ��� � This form isacompliance aid and is not asubstitute for the full energy code text mspecific jurisdiction compliance requirements. Uonmohnu|���r|o�heno�e�*on�nnn�o the !udmd|c�nnfnrnnmp|��i��nna�on The fuU2O1a � ` ' ' vV�ECcode �mioavailable for download �ommoNEECwobaive: ' httn:/vv°w000000t/morciy-codes Start-up Select this file from the mssCwebvivemdownload myour computer. When opening the file bosure mEnable Macros. Overview This file is an Excel workbook that contains multiple compliance forms and resources in Excel worksheets. Each worksheet is indicated by a tab at the bottom of the screen. You may visit each worksheet by selecting it's tab. If you cannot see these tabs, select "Full Screen" inExcel. Most calculations are automated, Cells that display informational text and the results o(calculations are write - protected onUoannutboodiVog. Save Files This file iusaved inthe same manner aoany standard Excel file. Getting Around Some forms have two or more pages. Both pages are available on screen when you select the tab for a form (worksheet). Use the scroll bars to find the second page located below the first page. D� ' All general project replicated on all Only input cells password. A password input cell. xthe information and the date are entered once on PROJ-SUM. This information is automatically other ENV forms. The PROJ-SUM form accompanies all other ENV forms. are accessible. If you try to edit a write -protected cell an error message will appear requesting a IS NOT required to complete these forms. You may use the TAB key to move to the next TAB doesn't take you where you want mgo, use your mouse mmove around the form. ely long text strings when entering information. In some cases, text that extends beyond the available � � � |nmoo�vaaoome�emvwn�mpvwminmoveo Tmvmoy/omepa�o,meovnnonmane~pago For example, you would enter 7Y11/uo1uo,12/21/uo1e. can be checked or unchecked by clicking in the box with your mouse. Radio buttons (circles) allow only selected. on. Use the delete button on your computer to clear a drop -down entry. has a space for notes or explanation, click anywhere in the space to edit. , ^ `�� �� K, `� AororR0Vf4Qkte,*xo��e',uaemiox,nnau:mm/du/yyyy. K�u� � ^_ r�/�� ^°^4 QtmOf TUkVft 4to*O&ess nW@��,vioime ~'^- CheckUuxe pn� set to "' ��j�-down|i,tshavazmarmwa11hehghue|daofthmmel|.CUokon\heaxow*ithyourmomseandoe|mctihe appropriate opti a for , e^~~ ~ onalize the forms with your company name, address, phone, or any other information. This is done by editing the eaue,o,mme, in Excel. Adding][i��� a��«� Removing Many tables, such as for listing envelope assembly types, have a certain number of lines available for entering data. � . You Where you can add udgiVuna|lines mthe table byselecting the "+^ button pnthe right hand side ofthe table with your mouoo If acmU tothe hghtorincrease the View Zoom aeuingfor the om�ahne«. ' ' Toremove lines that you have added, select the "'^ button with your mouse. You cannot remove line othat were not added; onerror message will appear |fyou try. Kyou add additional lines with this method, the pagination may beaffected forcing the forms mcarry additional lines over toother pages. Bosure msubmit all pages mthe plans examiner. Target �� Insulation Allowance You must select an Target Insulation Allowance on ENV -SUM (line 17) to enable the forms. Compliance Path You must select eCompliance Path onENV-SUM (line 18)\nactivate the correct input method for VVinclow-to-VVo|| and ax n mt-nvmratios. b 19%- 0 0 31ow/ RECEIVEDIV CITY OF WKWILA �8������ ~^``^ -~° �wv� Instructions for Electronic Forms, pg 2 2015 WSECQompliance Forms for Commercial Buildings including R2.R3.& R4over 3stories and all R1 Revised Oct 2017 Fenestration� Area For projects complying via the Prescriptive Path, enter the vertical fenestration area, net wall area (includes everything except vertical femextration).okyightarea and net roof area (includes everything except skylights) directly into the Vertical Fenestration and Skylight Area Calculation input cells nnthe ENV -SUM /o,mThe form wiUcalculate me vYinUnw-to'vYa||and Sky|igUt-$o'Roof ratios. For projects complying via the Component Performance Path, the Vertical Fenestration and Skylight Area inputs in the ENV -SUM form are write protected. Enter all applicable envelope information in the ENV-UA form. The resulting Window -to -Wall and Skyl ight-to- Roof ratios will auto fill into the ENV -SUM form from the ENV-UA form. ���ot���� Fenestration Alternates The prescriptive vertical fenestration target area is 30%. This target increases to 40% if the project complies with the i em n�C402.4.1.1 i b i|�i 3 mh whhn��U i �h daylight C402.4.1.1 | buildings with requirementsn buildings stories floor n ezone,n u ngs � Dstories with 25% ofnet floor area inthe daylight zone, C4U2.4.1.3high performance vertical fenestration, mC402.4.14 dedicated outdoor air system (o0AG). If the project is eligible for one of these alternates, select the corresponding button on Line 34-39 of the ENV -SUM form. This will re -calculate the prescriptive target area in the ENV -SUM and ENV-UA forms based on 40%. Component �r�«x�o» Perf ormamce Calculation Adjustments If the project iouChange of Occupancy (per C5O3.2)orSpace Conditioning (per C5V5)and the project will comply via component performance, then select checkbox in Line 19 of ENV -SUM to adjust UA calculation to allow proposed UA to be 1V6hiBh�, than the Code target ux . If the project will comply with the Enhanced Envelope additional efficiency package option per C406.8, then an ENV- UAfnnntodomonstrote component performance compliance is required. Select checkbox in Line 19 of ENV -SUM to adjust component performance calculation to test whether the proposed UA is 15% lower than the Code target UA. Target ��� Area Ad^ �t���x�� l»»� Target Area Adjustment isrequired if the project exceeds the prescriptive target area for vertical fenestration or skylights, Adjusted target areas are automatically calculated in the ENV-UA form using envelope assembly areas you on�e,fo,you,project. A�uma�targe�a,euo�iUappoarint»eTa,gntVAoo|umninthoEwV'Vxfu,m Refer toTarget Area Adjustment wonmhamfor the supporting calculations. Printing The forms should print on any printer supported by your operating system. You will need to have the following TmoTypefonts installed under Windows: Aha|.Times New Roman, Courier New and VVinggingo. These are all standard Windows fonts. If you are losing form details when printing, you may have a shortage of printer memory. Try printing problem pages individually, By default, only the active worksheel is printed. To print more than one worksheet axatime, open your print set-up menu and select either the page range you wish tnprint o,Entire Workbook. Forms (womnonem)inaworkbook may not Uedeleted because the file iolocked. Blank Forms NEEC does not recommend completing these compliance forms by hand, Most worksheets run various calculations and compliance checks. For this reason, many jurisdictions do not accept these forms itnot completed electronically. Verify with your jurisdiction prior to submitting forms completed by hand. To print blank forms to fill out by hand, delete all of the heading information at the beginning of ENV -SUM and select the desired Occupancy Group. For each radio button group there iva button labeled ^C|wa,.^Clicking this button will clear the other buttons sothat they will print aaempty circles. The 'C|eur'button will not print. End of Instructions for Electronic Forms Project Summary, pg 1 PROJ-SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 General Info PROJ-SUM form shall be provided as a cover sheet for all compliance form submittals. Project Title shall match project plans title block. Project Title: LAM'S SEAFOOD MARKET Date 1/21/2019 Project Street Address: 243 Minkler Blvd For Building Department Use Project City, County, Zip: Tukwila, WA 98188 Project Owner or Rep: Lam's Seafood Market, Teizi Mersai Jurisdiction: City of Tukwila Project Description Select all that apply to the scope of project. Select Addition + Existing or Alteration + Existing if the existing building will be combined with the addition or alteration to demonstrate compliance per Section C502.1 or C503.1. New Construction El] New Building Existing Building [i] Alteration Ej Historic Building Elements El All El Service Hot and Additions Change in Space Conditioning jij Mechanical Systems 0 Electrical Systems s/ Building Addition Retrofit El Change of Occupancy Building Scope - Select all that apply D Building Envelope Water Systems El Lighting Systems Occupancy Type All Commercial 0 Group R - R2, R3, & R4 0 Mixed Use over 3 stories and all R1 Mixed Use - Building is greater than three stories above grade and it has both Commercial and Group R occupancies. Mixed Occupancy - Building is three stories or less above grade and it has both Commercial and Group R2, R3 or R4 occupancies. Select All Commercial to document compliance for the commercial areas of the building. The residential spaces shall comply with the WSEC Residential Provisions. Space Conditioning Categories Select all that apply to the scope of project j Fully Conditioned El Semi -heated 2 El Refrigerated Spaces (Warehouse and/or Walk-in1) Ell Low Energy Space Category3 Eligible Low Energy Spaces 1] Unconditioned El Low energy heating/cooling capacity ri Wireless service 0 Greenhouse4 Ell Equipment building —4 equipment shelter Floor Area and Stories FloorGradeove s Ab Building Gross Conditioned Floor Area Project Gross Conditioned Floor Area 1 29,563 26,385 General Compliance Path 0 Compliance Method 1 - General ICI Compliance Method 2 - Total Building Compliance Method 1 - Projects shall demonstrate compliance with all applicable mandatory and prescriptive requirements of this code. Refer to C401.2, Item 1 for more information. Compliance forms to include with a Prescriptive submittal: All applicable ENV, LTG, and MECH. Compliance Method 2 - Projects complying via total building performance (TBP) shall include a summary of results from a whole building energy model per Section C407 and shall demonstrate compliance with all applicable mandatory provisions in this Code. Refer to Section C401.2, Item 2 for more information. Compliance forms to include with a TBP submittal: PROJ-SUM, ENV-CHK, LTG-EXT, LTG-CHK, and all MECH forms except MECH-ECONO and MECH-VENT (pending). Note 1 - Refrigerated Spaces - They shall comply with the envelope and refrigeration equipment requirements in Section C410. Warehouse coolers and freezers shall also comply with the envelope requirements in C402. C410 takes precedent for overlapping requirements. Note 2 - Semi -heated Spaces - If heated with equipment other than electric resistance may take an exemption for wall insulation. All other envelope assemblies shall comply with the thermal envelope provisions. Note 3 - Exemptions For Low Energy Spaces - Low Energy spaces are exempt from all provisions in WSEC Section C402 Building Envelope, however all other applicable provisions in the Code do apply including lighting, mechanical, service water heating, etc. Note 4 - Eligible Space Conditioning For Low Energy Greenhouses - Greenhouses are defined as spaces that maintain a specialized sunlit environment that is used exclusively for cultivation, protection and maintenance of plants. Cooling with outside air and/or evaporative cooling, and any form of heating equipment, are allowed under the Low Energy Greenhouse category. Greenhouses with cooling equipment that requires a condensing unit are NOT eligible. Project Summary, pg 2 PROJ-SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 General Info Project Title: LAM'S SEAFOOD MARKET Dale 1/21/2019 C406 Additional Efficiency Package Options Summary A minimum of two Options are required for new construction, and change in space conditioning or occupancy projects. Select all Options included in the current project scope. Also select Options complied with under previous projects (shell and core, other tenant spaces in building, etc) Buildings with multiple tenant spaces may comply with different options (mix & match). Options are required for all space conditioning categories. include discipline specific information for C406 options in ENV -SUM, LTG -SUM and Refer to SBCC website for official interpretations regarding C406 provisions. Building level efficiency options: Current Scope Previous Projects C406.6 Enhanced envelope performance EI C406.9 Reduced air infiltration El C406.5 On -site renewable energy Building area level efficiency options C406.2 More efficient HVAC equipment C406.6 Dedicated outside air systems (DOAS) C406.7 Reduced energy use in service water heating C406.3 Reduced lighting power C406.4 Enhanced digital lighting controls C406 Comments: Envelope Summary ENV -SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Project Info Applicant Info. Provide contact information for individual who can respond to inquiries about information provided. Project Title: LAM'S SEAFOOD MARKET Date 01/21/2019 Company Name: Freeman Architects, Inc For Building Department Use Company Address: po Box 19296, Seattle, WA 98109-1296 Applicant Name: Ted Thomas Applicant Phone: 206.391.1025 Applicant Email: thomasgroup ',E. comcast.net Project Description Ei New Building Addition El Alteration El No Envelope Scope Envelope Project Scope Select all that apply. Use - Commercial + Group R Freezer Equipment Building .1 All Commercial Group R - Commercial Mixed Semi -heated Refrigerated Cooler Refrigerated Envelope Description Provide brief description of the project and relevant supporting documentation. If project includes multiple Target Insulation Allowance areas, and/or is demonstrating compliance as an Addition + Existing, Alteration + Existing, or Addition + Alteration + Existing project, provide a brief summary of the approach to whole building compliance. Existig building consists of precast concrete tilt -up panels with metal double -pane clear windows and doors with a wood -frame roof structure. Tenant improvement will be a new Lam's Seafood Market with a food court. Building envelope upgrades include insulating the existing walls with a 2" layer of R-10 rigid insulation and a layer of R-19 batt insulation for a minimum R-22 value. New walls consist of 1" outsulation with R=5 and R-19 batt insulation. The roof will be insulated with R-38 batt insulation. Air Barrier Testing Air barrier testing is required for all new construction projects. Testing criteria is 0,40 cfm/ft2 under test pressure of 0.3 inch w.g. To comply with C406.9, demonstrate that measured air leakage of building envelope scope Air Infiltration ./ Air barrier testing per Section C402.5.1.2 included in project E Additional Efficiency Package Option - C406.9 Reduced Testing not required. Explanation Compliance Documentation Scope and Method Scope of This Calculation n No Envelope Scope New Building ./ Addition Alteration Target Insulation Allowance Sets the title and calculations in the compliance forms. Selection required to enable forms. @ Fully Conditioned - Commercial, Group R, Mixed Use 0 Semi -heated 0 Refrigerated Cooler 0 Refrigerated Freezer If project includes more than one Target Insulation Allowance area, and/or if project includes addition and alteration areas complying independently, for each area complete an ENV -SUM form Rows 16-46 and either an ENV -PRESCRIPTIVE form, or ENV-UA + ENV-SHGC forms if demonstrating compliance via component performance. Envelope Compliance Path Selection required to enable forms. 0 Prescriptive 0 Component Performance Component Performance Calculation Adjustments - 10% higher UA allowed Envelope - 15% lower UA required III Change of Occupancy (C503.2) / Conditioning (C505) Additional Efficiency Package Option - C406.8 Enhanced Additions 0 Addition stand alone 0 Addition + Existing Addition stand alone - Complete Vertical Fenestration and Skylight Area Calculation. Enter total existing -to -remain wall, roof, vertical fenestration and skylight areas as EXISTING. Enter total addition envelope assembly areas as NEW. If resulting total building WWR exceeds 30% and/or SSR exceeds 5%, refer to C502.2.1 and C502.2.2 for prescriptive compliance alternatives. If complying via component performance, complete ENV-UA per instructions for addition stand alone projects. Addition + existing - Complete ENV-UA per instructions for addtion + existing projects. Alterations - Fenestration and Skylight WWR and SRR not increased - Vertical Fenestration WWR and/or SRR increased - Complete Vertical fenestration and skylight areas as EXISTING. 30% and/or SSR exceeds 5%, refer to C503.3.2 performance, complete ENV-UA per instructions building WWR increased by building SRR increased by alteration existing -to -remain wall, roof, vertical total building WWR exceeds If complying via component Replacement windows only, or resulting a Total total building WWR 5 original WVVR Replacement skylights only, or resulting L1 Total total building SRR 5 original SRR and Skylight Area Calculation not required. Fenestration and Skylight Area Calculation. Enter total Enter total altered envelope assembly areas as NEW. If resulting and C503.3.3 for prescriptive compliance alternatives. for alteration + existing projects. Envelope Summary, pg. 2 ENV -SUM 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Project Title: LAM'S SEAFOOD MARKET Date 01/21/2019 Vertical Fenestration and Skylight Area Calculation Total Vertical Fenestration Area (rough opening) NET Exterior Above Grade Wall Area Total Skylight Area (rough opening) NET Exterior Roof Area Prescriptive Path - Enter envelope sf values directly into this section of ENV -SUM New 1,344 6,833 0 26,385 for vertical fenestration, skylights, net walls and roof, For Additions and Alterations, refer Existing 0 0 0 0 to These sections in ENV -SUM for further instructions. Total 1,344 6,833 0 26,385 Component Performance - When this Envelope Compliance Path is selected, write -protection of this section is enabled. Enter envelope sf values for all assemblies into the ENV-UA form. Envelope information from ENV-UA will auto -fill into this section of Vertical Fenestration -to- 16.4% Wall Ratio (WWR) Skylight -to -Roof Ratio (SRR) Vertical Fenestration Area Compliance VERTICAL FENESTRATION AREA COMPLIES WITH MAXIMUM ALLOWANCE Skylight Area Compliance NO SKYLIGHT PROPOSED. COMPILIES WITH MAXIMUM ALLOWANCE. Vertical Fenestration Alternates 0 High performance fenestration U-factors and SHGC per C402.4.1.3 0 Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone (DLZ) areas and ft2 on project plans. For Daylight Zone Area Calculations - a) Sidelight areas include primary + secondary daylight zone areas. b) Include overlapping toplight and sidelight daylight zone areas under Toplight. c) Net floor area definition in Chapter 2. 0 In buildings 3 stories, 25% or more of NET floor area is in DLZ per C402.4.1.1 0 In buildings < 3 stories, 50% or more of CONDITIONED floor area is within DLZ per C402.4.1.1 Daylight Zone Calculations Not Selected. No Calculations Required Sidelight Daylight Zone Area Toplight Daylight Zone Area Percent Daylight Zone Area Spaces in Single Story Building Requiring Skylights In these spaces a minimum of 50% of the floor area shall be within a skylight daylight zone (DLZ). Refer to C402.4.2 for requirements. SRR = Skylight to roof ratio List all enclosed spaces that exceed 2,500 ft2, have ceiling height greater than 15 ft, and are space types required to comply with this provision. Indicate aperture with "AP' prefix (AP 1.1%) Space Space Area (ft2) DLZ Area (ft2) SRR or Aperture Exception Envelope Exemptions Low Energy and Semi -heated Spaces Low energy spaces per C402.1.1 Item 1 are exempt from the thermal envelope provisions. Semi -heated spaces heated by systems other than electric resistance are exempt from wall insulation provision only per C402.1.1.1. Complete Low Energy and Semi -Heated Spaces table in MECH-SUM to verify eligibility based on installed peak heating and cooling capacity per sf. Equipment Buildings Equipment buildings are exempt from the thermal envelope provisions per C402 1 2 The following shall be met to be eligible: building size s 500 sf, average wall/roof U- factor s U-0.20, electronic equipment load ? 7 watts/sf, heating system output capacity 5. 17,000 btu/h. Cooling system capacity not limited. Wall Insulation R-Value Roof Insulation R-Value Overall Average U-Factor Equipment Building Envelope Electronic equipment power (watts/sf) Heating system output capacity (Btu/hr) Cooling capacity (Yes/No) Envelope Requirements Summary, pg 1 ENV-REQ 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Minimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and fenestration. Refer for Prescriptive Compliance to Tables C402.1.3, C402.1.4 and C402.4 in the 2015 WSEC for important footnotes that apply to these tables. Refer to Section C402 for all applicable requirements for each envelope element type and applicable exceptions. Refer to Section C410 for all applicable information for refrigerated spaces. Prescriptive Path Table C402.1.3 Notes 1,7 Insulation Minimum R-Value Table C402.1.4 Notes 1 2 Assembly Maximum U-factor Occupancy Group All Other Group R All Other Group R Opaque Elements Roofs Insulation Entirely above Deck R-38 c,i. R-38 c.i. U-0.027 U-0.027 Metal Building (with thermal spacer block) Note 3 R-25 + R-11 Ls R-25 + R-11 Ls U-0.031 U-0.031 Attic and Other R-49 R-49 U-0.021 U-0.021 Joist or single rafter R-49 R-49 U-0.027 U-0.027 Walls, Above -grade Mass R-9.5 c.i. Note 6 R-13.3 c.i. U-0.104 Note 6 U-0.078 Mass transfer deck slab edge No R-Value far prescriptive compliance U-0.200 U-0.200 Metal Building R-19 c.i. R-19 c.i. U-0.052 U-0.052 Steel Framed R-13 + R-10c.i. R-19 + R-8.5 c.i. U-0.055 U-0.055 Wood Framed and Other R-21 w/ int. frame R-2I w/ int. frame U-0.054 U-0.054 Below Grade Wall Note 4 Same as above grade Same as a ove grade Floors Mass R-30 c.i. R-30 c.i. U-0.031 U-0.031 Steel Joist R-38 + R-10 c.i. R-38 + R-10 c.i. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 U-0.029 U-0.029 Slab -On -Grade Floors Unheated R-10 for 24 in. (from top of slab) F-0.54 F-0.54 Heated Note 5 R-10 perimeter & under entire slab F-0.55 F-0.55 Opaque Doors Swinging No R-Value for prescriptive compliance U-0.37 U-0.37 Nonswinging (Roll -up or sliding) R-4.75 I R-4.75 U-0.34 U-0.34 Table C402.4 - 0-30% of wall area, or 30%-40% per Section C402.4.1.1 DLZ or Section C402.4a.4 DOAS Section C402.4.1.3 High Performance Fenestration Option - 0-40%© of wall area Fenestration Assembly Maximum U-factor Notes 12 Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.28 U-0.28 Metal framing (fixed) U-0.38 U-0.38 U-0.34 U-0.34 Metal framing (operable) U-0.40 U-0.40 U-0.36 U-0.36 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 Skylights Skylights U-0.50 U-0.50 U-0.50 U-0.50 Fenestration Assembly Maximum SHGC Factor Vertical Fenestration PF<0.2: north - SHGC=0.53; all other SHGC=0.4 0.2 5 PF < 0.5: north - SHGC-0.58; all other - SHGC-0.48 PF i 0.5: all orientations - SHGC-0.64 PF<0.2: north - SHGC=0.46; all other SHGC=0.35 0.2 5 PF < 0.5: north - SHGC-0.51; all other - SHGC-0.42 PF z 0.5: all orientations - SHGC-0.56 Skylights SHGC-0.35 SHGC-0.35 C410.2 Refrigerated Spaces Insulation Insulation Minimum R-Value Assembly Maximum U-factor Freezers - Walk-in and Warehouse Roof / Ceiling R-32 U-0.030 Wall R-32 U-0.030 Door R-32 U-0.030 Door - transparent reach -in triple -pane, heat -reflective treated or gas Floor R-28 U-0.035 Coolers - Walk-in and Warehouse Roof / Ceiling R-25 U-0.039 Wall R-25 U-0.039 Door R-25 U-0.039 Door - transparent reach -in double -pane, heat -reflective treated & gas fill, or comply with freezer door req. Floor No Requirement Envelope Requirements Summary, pg 2 ENV-REQ 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Definitions: Ls = Liner system -- A continuous membrane installed below the purlins and uninterrupted by framing members. Uncompressed, unfaced insulation rests on top of the membrane between the purlins. Refer to Section A102.2.5.4. c.i. = Continuous insulation -- Insulation that is continuous across all structural members without thermal bridges other than service openings and penetrations by metal fasteners with a x-sectional area of less than 0.04% of the opaque surface area of the assembly. Components with more than 0.04% metal penetrations may be eligible to follow the alternate CI values below. int = Intermediate framing -- Includes insulated headers, corners and interior partition wall to exterior wall intersections. Refer to Section A103.2 for framing definitions. Footnote Summary: Each table in the 2015 WSEC has footnotes applicable to specific information provided in the table. This footnote summary provides only abbreviated details from these footnotes. Refer to 2015 WSEC for complete footnote information. Note 1 - Assembly descriptions can be found in Chapter 2 and Appendix A. Note 2 - Use of assembly U-factors, C-factors and F-factors from Appendix A and Chapter 3 are required unless otherwise allowed by the provisions of this Code. Note 3 - For metal building roofs where using R-value compliance method, a thermal spacer block with minimum thickness of 1/2-inch and minimum R-value of R-3.5 is required. Otherwise use the U-factor compliance method. Note 4 - Where heated slabs are below -grade, they shall comply with the F-factor requirements for slab -on -grade heated slabs. Note 5 - Heated slab F-factors shall be determined specifically for heated slabs. Unheated slab F-factors shall not be used. Note 6 - CMU walls in all occupancies other than Group R may be eligible for reduced insulation if all provisions stated in applicable footnote are met. Refer to Footnote D in Table C402.1.4 or Footnote C in Table C402.1.3 for eligibility requirements. Note 7 - Components with continuous insulation but with metal penetrations / connections may be eligible for alternate continuous insulation R-values if all provisions in applicable footnote are met. Refer to alternate prescriptive R-values in table below and Footnote G in Table C402.1.3 for eligibility requirements. Alternate continuous insulation nominal R-values This alternate nominal R-value compliance option is allowed for projects complying with all of the following: 1. The ratio of the cross -sectional area, as measured in the plane of the surface, of metal penetrations of otherwise continuous insulation to the opaque surface area of the assembly is greater than 0.0004 (0,04%), but less than 0.0012 (0.12%). 2. The metal penetrations of otherwise continuous insulation are isolated or discontinuous (e.g., brick ties or other discontinuous metal attachments, offset brackets supporting shelf angles that allow insulation to go between the shelf angle and the primary portions of the wall structure). No continuous metal elements (e.g., metal studs, z-girts, z-channels, shelf angles) penetrate the otherwise continuous portion of the insulation. 3. Building permit drawings shall contain details showing the locations and dimensions of all the metal penetrations (e.g., brick ties or other discontinuous metal attachments, offset brackets, etc.) of otherwise continuous insulation. In addition, calculations shall be provided showing the ratio of the cross -sectional area of metal penetrations of otherwise continuous Assemblies with continuous insulation (ee definition) alternate option for assemblies with metal penetrations, greater than 0.0414 but kss than 0.084b Alternate option for assemblies with metal penetrations, greater than or equal to O.O84b but less than 0.124b R-9.5d R-11.9ci R-13ci R - I1. 4ci R-1.4.3ci R-15.7ci. R-13.3ci R-16.6ci R-153es. R.-15,2ci R-19.Od R-21ci R-30ci R-32d R-32ci R-36ci R-4tici R-53ci F.-13+R-7.Sci R-13+R-9.4ri R-13=-F-10.3c R-13 = R-lOct R-13 - R-133. 5ci s^-13.Sci R-13+R:-12...5ci R-13+R-15.6ci R-13+R-17.2ci R:-13- R-13ci R-13 + R-14.3ci R-13 - R-17.9ci R-19 + R-S.5c1 R-19 = R-10.6ci R-19 + R-11.7ct R-19+R-1.4ci R-19-R-17.5d R-19=R-19.2ci R-i9-R-16ci R-19+R-20ci R-19+R-22ci R-20+R-3,2ci R-20+R-4.Sci R-20.+R-5..3ci R-21 + R-5ci R-21 + R-6.3ci R-21 + R,-6.?ci End of Envelope Requirements Summary Prescriptive Path, pg. 1 ENV-PRESORIPTIVE 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Project Title: LAM'S SEAFOOD MARKET Date 01/21/2019 Target Insulation Allowance Prescriptive Compliance Not Selected For Building Department Use Fenestration Area as % gross above -grade wall area 16.4% Max. Target: 30.0% Skylight Area as % gross roof area 0.0% Max. Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV -SUM User Note Prescriptive compliance of envelope assemblies may be accomplished by providing insulation R-values per Table C402.1.3 or U-factors / F- factors per Tables C402.1.4 and C402.4. A single project may comply via R-values for some envelope assemblies and U-factors / F-factors for others. Building Component R-Value Method for Prescriptive Compliance U-Factor/F-Factor Method for Prescriptive Compliance Provide plan/detail # of assembly and description Cavity Ins. R-Value continuous Ins. (CI) R-Value' % Area ot Metal Penetrations in C12 Assembly U-Factor U-Factor Source Roofs o 0 Opaque Walls - Above Gradem Tv a) .) .z 0 Grouo R Walls'5 I Tli Tv, a) irl 0 0 0' E g 0 e_ 0 0 LL 0 01 E 01 1.1 4 Prescriptive Path, pg. 2 ENV -PRESCRIPTIVE Revised Oct 2017 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Project Title: LAM'S SEAFOOD MARKET Date 01/21/2019 Fenestration Area as % gross above -grade wall area 16.4% Max. Target: 30.0% For Building Department Use Skylight Area as % gross roof area 0.0% Max. Target: 5.0°A If vertical fenestration or skylight area exceeds maximum allowed per C402.4.1, then the project must comply via Component Performance and provide ENV-UA and ENV-SHGC forms. Building Component R-Value Method tor Prescriptive Compliance U-Factor/F-Factor Method for Prescriptive Compliance Provide plan/detail # of assembly and description Perim. Ins. R-Value Full Slab CI R-Value F-Factor F-Factor Sourcel° Slab-on-qrade9 1 Unheated' -?` Heated' Opaque Doors 1 I Provide ID from door schedule and description Ins. R-Value Assembly U-Factor U-Factor Source" 0) c .a ,. co 'a-.) .c o 404 Solar Heat Gain Coefficient (SHGC) U-Factor for Prescriptive Compliance Provide ID from window schedule and description Projection Factor (PF) if applicable12 unentalion (N or SEW)13 Assembly SHGC" Assembly U-Factor U-Factor Source" C o tz C 0 C.) a) > dernbth 713 71) 2 0 Z _o '‘) 0 2 0. 0"C - Ts z 2.. "E a) .=. a slab -on -grade or exposed floor, this floor shall be thermally broken from the surrounding floor area with the same amount of insulation as re C/3 a) •'‘ . . , Miscellaneous - Refrigerated Spaces Provide plan/detail # of assembly and description Ins. R-Value Assembly U-Factor U-Factor Source 4-.) N - cp o Provide ID from window schedule and description Cooler / Freezer Double Pane Glass Triple Pane Glass Inert Gas Filled Heat Reflective Treated Glass . - a c 74 0 0 0 c c on, a) cr Note 1 - Insulation that is continuous except for fasteners may be entered here if the cross -sectional area of metal penetration through otherwise continuous insulation is less than 0.12%. Note 2 - Alternate prescriptive continuous insulation R-values per Table C402.1.4, Footnote F may be used if the cross sectional area of metal penetrations exceeds 0.04% but is less than 0.12%. Calculations are required to use these alternate R-values. Note 3 - Opaque assembly U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Specify the table number or calculation page number. Note 4 - Thermal spacer blocking and liner system are required for prescriptive R- Value compliance in metal building roof assemblies. Note thermal spacer thickness and R-value in roof assembly description. Note 5 - Intermediate framing is required for prescriptive R-Value compliance in wood -framed wall assemblies. Note 6 - Proposed CMU mass walls in non -Group R that meet Table C402.1.4 Footnote C requirements can enter the target prescriptive U-value of 0.104. Note 7 - Mass transfer slab edges must be covered with an assembly having an overall U-factor of 0.2. Note 8 - Refer to Table C402.1.3, Footnote E for prescriptive R-Value requirement for steel floor joist assemblies. Note 9 - Prescriptive slab -on -grade insulation shall extend from top of slab to minimum length per an approved method as defined in C402.2.6. Note 10 - Slab -on -grade F-Factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 11 - Opaque door U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. A door is defined as opaque if less than 50% of the door area has glazing. Note 12 - Refer to Equation C4-6 Projection Factor Calculation. Note 13 - N = Oriented within 45 degrees of true north, SEW = All other orientations. Note 14 - Fenestration assembly U-Factor and SHGC shall be the manufacturer's NFRC product rating, which includes the glazing and frame, or shall be the default value per Section C303.1.3. Note 15 - List all above -grade Group R mass walls and steel frame walls in Group R Walls section. List commercial above grade walls and all other Group R above grade walls in Opaque Walls - Above Grade. Note 16 - Refrigerated Coolers - All cooler roof, wall and door assemblies shall comply with the prescriptive R-values or U-factors per C410. Enter proposed information under the most similar assembly type. Slab edge insulation for slab -on -grade floors shall comply with C402. Floors that separate a cooler from a non -cooler space (unconditioned and conditioned) shall be insulated per C402. Vertical fenestration (not within cooler doors) shall comply with the prescriptive R-values or U-factors per C402. Enter only the opaque portion of refrigerated space doors. Windows within doors and reach -in display case doors shall comply with C410 prescriptive requirements. Note 17 - Refrigerated Freezers - All freezer roof, wall and door assemblies shall comply with the prescriptive R-values or U-factors per C410. Enter proposed information under the most similar assembly type. Freezer floor insulation shall comply with C410. Insulation is required under the entire freezer floor. If the freezer floor assembly rests on top of a standard floor, the vertical edge of the freezer floor shall be entered as and comply with the requirements for a freezer wall. If freezer floor insulation is installed as integral to or applied underneath a slab -on -grade or exposed floor, this floor shall be thermally broken from the surrounding floor area with the same amount of insulation as required for a Component Performance Path, pg. 1 ENV-UA 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Project Title: LAM'S SEAFOOD MARKET Date 01/21/2019 Target Insulation Allowance Fully Conditioned Space - Commercial, Group R, Mixed Use For Building Department Use Calculation Adjustments None Applied Fenestration Area as % gross above -grade wall area 16.4% Max. Target: 30.0% Skylight Area as % gross roof area 0.0% Max, Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV -SUM For Stand-alone Projects13," Existing -to -remain Areas Vertical Fenestration Net Wall User Note Skylights Net Roof Building Component Cavity+Cl Plan/Detail 4 U-factor Source & Table 4 '4 Proposed UA U-factor x Area (A) = UA (U x A',.‘ Target UA U-factor x Area (A) = UA (U x A) 0 R= R= R.- 0.027 Above Deck Insulation U-0.027 R.- R= R= 0.031 Metal Building U-0.031 o tr° Joist/RfIr R= 68 R= R= A2.1, A3.0 Includes 6° of rigid insulation (R=30) on roof, Table C402.1.3 0.015 26385 395.8 0.027 26385 712.4 Joist/single rafter U-0.027 Q a R= R= R= 0.021 Single raft, attic, other U-0.021 Opaque Walls- Above Grade4.6 R. R= R= 0.055 Steel/metal frame U-0.055 R= 21 R= 24 R= A2.1, A5.0 A2.1, A5.0 Existing walls, Table C402.1.3 New walls, includes R=5 for outsulation, Table C402.1.3 0.048 0.042 6066 545 291.2 22.9 0.052 6611 343.8 Metal Building U-0.052 ..-C. 0 ,, 0 R= R= R= 0.054 Wood Frame, other U-0.054 7.0 2 R= R= R= 0.104 Mass Wall U-0.104 R= R= R= 0.200 Mass Transfer Deck U-0.20 cc R= R= R= 0.078 Group 19 Mass Wall U-0.078 ER= R-= R= 0.104 Assumed to be Mass Wall U-0.104 cz R= R= R= 0.078 Assumed to be Mass Wall U-0.078 Floors R= R=.. R= 0.031 Mass Floor U-0.031 (1) E I -I- R= R= R= 0.029 Joist/Framing U-0.029 Area UA Area UA Page 1 Subtotal 3 2 9 9 6 710 3 2 9 9 6 1056 Component Performance Compliance (UA) UA COMPLIES Component Performance Path, pg. 2 ENV-UA 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Project Title: LAM'S SEAFOOD MARKET Date 01/21/2 019 Fenestration Area as % gross above -grade wall area 16.4% Max. Target: 30.0% For Building Department Use Skylight Area as % gross roof area 0.0% Max. Target: 5.0% Building Component Ins. R Plan/Detail # F-factor Source & Table # 8 F-factor Proposed UA x Perimeter = FP(F x P) Target UA F-factor x Perimeter = UA (U x A) Slab -on -grade Unheated R= 0 R= R-10 R= A2.1 A2.1 Table C402.1.3 0.730 0.540 419 60 305.5 32.4 0.540 479 258.4 Slab -On -Grade F-0.54 -o a) as o 1 R= R= R= 0.550 Heated Slab -On -Grade F-0.55 Schedule ID U-factor SourCeg'i 8 U-factor x Area (A) = UA (U x A) U-factor x Area (A) = UA (U x A) E ED 'En (r) 6'x7glass north door Table C402.1.3 0.37 42 15.5 0.370 ' 42 15.5 Opaque Swing Doors U-0.37 0 .c 0 roll -up glass doors Table C402.1.3 0.34 180 61.2 0.340 180 61.2 Opaque rollup & sliding U-0.34 Vertical Fenestration6,1° o z - 0.30 Non -Metal Frame U-0.30 Metal, fixed fixed glass Table C402.13 0.38 635 241.3 0.38 635 241.3 Metal Frame, Fixed U-0.38 Metal, op. 5 swing doors roll -up door Table C402.13 Table C402.13 0.40 0.40 97 107 38.6 42.8 0.40 204 81.4 Metal Frame, Operable U-0.40 Mt i entrance sliding doors Table C402.13 0.60 505 303.0 0.60 505 303.0 Metal Entrance Door U-0.60 F -a t. (i) All Types ) 0.50 All types U-0.50 Refrigerated CI Space Freezer Plan/Detail # Floors U-factor Source & Table # 2 Proposed UA U-factor x Area (A) = UA (U x A) Target UA U-factor x Area (A) = UA (U x A) N 0 CD o 2 u_ uL R= R= R= Freezer Floor TO COMPLY - The Proposed Total UA shall not exceed the Target Total UA. Page 2 Subtotal Page 1 Subtotal Project Total Area' UA 2044 1040 32996 710 35040 1750 Areal UA 2044 961 32996 1056 35040 2017 Component Performance Compliance (UA) UA COMPLIES Refrigerated Space Windows In Doors "'" Plan/Detail # Description Cooler / Freezer Double Pane Glass Triple Pane Glass Inert Gas Filled Heat Reflective Treated Glass Glazing in Doors 0 0 0 0 Note 1 - If vertical fenestration or skylight area exceeds maximum allowed per C402.4.1, then Target Area Adjustment of all applicable envelope elements will be calculated automatically by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. Note 2 - Opaque assembly U-factors shall come from Appendix A or be calculated per approved method as specified in C402.1.5.1. Note 3 - Proposed CMU mass wall in non -Group R that meet Table C402.1.4 Footnote D requirements can enter the target U-value of 0.104. Note 4 - Semi -heated spaces - For spaces eligible for this wall insulation exception, the UA calculation excludes all wall assemblies. However, wall area values are required to run the window -to -wall ratio calculation. Enter into form all wall types in the semi -heated space. Enter the sf area of each wall type and enter "1" for the U-factor. Note 5 - Mass transfer slab edges must be covered with an assembly having an overall U-factor of 0.2. Note 6 - Demising walls, doors, and vertical fenestration separating spaces with different degrees of space conditioning (unconditioned, semi -heated, fully conditioned) shall be included only on the ENV-UA form for the space with the greatest degree of space conditioning. Note 7 - List Group R above grade mass walls here. List all other above grade walls, Commercial and Group R, in the Opaque Walls - Above Grade section. Note 8 - Slab -on -grade F-Factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 9 - Opaque door U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. A door is defined as opaque if less than 50% of the door area has glazing. Note 10 - Fenestration assembly U-Factors shall be the manufacturer's NFRC product rating, which includes the glazing and frame, or shall be the default value per Section C303.1.3, Note 11 - Refrigerated Coolers - Target U-factors for cooler roof, wall and door assemblies are per C410. Enter proposed information under the most similar assembly type. Target F-factors for slab -on -grade floors are per C402. Target U-factors for floors that separate a cooler from a non -cooler space (unconditioned and conditioned) are per C402. Target U-factors for vertical fenestration (not within cooler doors) are per C402. Enter only the opaque portion of refrigerated space doors. Windows within doors and reach -in display case doors shall comply with C410 prescriptive requirements. Note 12 - Refrigerated Freezers - Target U-factors for freezer roof, wall and door assemblies are per C410. Enter proposed information under the most similar assembly type. Target U-factor for insulated freezer floors is per C410. Insulation is required under the entire freezer floor. Enter proposed information in the Freezer Floor section. If the freezer floor assembly rests on top of a standard floor, the vertical edge of the freezer floor shall be entered as a section of freezer wall. If freezer floor insulation is installed as integral to or applied underneath a slab -on -grade or exposed floor, this floor area shall be thermally broken from the surrounding floor. Enter proposed thermal break information in the Freezer Floor section and note it as In -Floor Thermal Break. Enter only the opaque portion of freezer doors. Windows within doors and reach -in display case doors shall comply with C410 prescriptive requirements. Note 13 - Stand alone projects - Enter total existing -to -remain sf areas for net above grade walls (including opaque doors), net roof, vertical fenestration and skylights in section provided at top of ENV-UA form. Enter UA information for new envelope assemblies in Building Components section. Note 14 - Addition + Existing, Alteration + Existing, Addition + Alteration + Existing projects - Enter sf areas and estimated U-factors for all existing -to - remain envelope assemblies in Building Components section. Identify these assemblies as EXISTING in U-factor Source & Table # column. Enter UA information for new addition and altered envelope assemblies in Building Components section. Existing and new information will auto fill into the Vertical Fenestration and Skylight Area Calculation section of ENV -SUM as all NEW. Does not affect calculation results. Vertical Fenestration Target Area Adjustment Calculations Project Title: LAM'S SEAFOOD MARKET Date 01/21/2019 If vertical fenestration area exceeds maximum allowed per Section C402.4.1, then Target Area Adjustment of all applicable envelope elements is required. This worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. Information shown in this worksheet is for reference only and is write -protected. Submit this Target Area Adjustment form with ENV-UA and ENV-SHGC forms. VF = Vertical fenestration DR = Opaque doors AG = Above -grade NW = Net above grade wall (excludes fenestration and doors.) Gross Exterior Above -Grade Wall Area= VF + NW + DR Proposed Areas Gross Exterior AG Wall Area Project Areas -> Existing Non -project Areas -> Max Vert. Fen. % (C402.3.1) 8176.5 Total Vertical Fenestration 1343.5 Project Vertical Fenestration 1343.5 Net AG Wall Area 6611.0 Vertical Fenestration Net Above Grade Wall Opaque Door VF= 1343.5 NW= 6611.0 DR= 222.0 VF= NW= 30.0% Maximum Target 2453.0 Excess Vertical Fenestration 100 Delta Vertical Fenestration -1109.5 Maximum Target Vert. Fen. Area 2453.0 0 II greater -1109.5 Excess Vertical Fenestration r Excess Fenestration Target Areas - UA Commercial Vertical Fenestration Non-metal frame Metal frame, fixed Metal frame, operable Metal frame, entrance door Above -grade Wall Steel Frame Metal Building Wood / Other frame Mass Mass Transfer Deck Group R Mass Sum of Proposed Target Areas - SHGC x A Non -North Vertical Fenestration PF < 0.2 0.25.PF<0.5 PF 0.5 North Vertical Fenestration PF < 0.2 0.2 <_ PF < 0.5 PF z 0.5 Target Vertical Fenestration 1343.5 Target Net Wall Area 6611.0 Proposed Area 635.0 203.5 505.0 Proposed Area 6611.0 7954.5 Proposed Area X X X X X X Total Vertical Fenestration 1343.5 Net Wall 6611.0 Target VF Mult. 1.00 1.00 1.00 Target Net Wall Mult. 1.00 Sum of Target Target VF Mult. Target VF Multiplier 1.00 Target Net Wall Mult. 1.00 Target Area 635.0 203.5 505.0 Target Area 6611.0 7954.5 Target Area Multiplier applied to all Proposed Vertical Fenestration Areas to calculate Target Vertical Fenestration Area Multiplier applied to all Proposed Opaque Above - Grade Wall Areas to calculate Target Above - Grade Wall Area Target areas in shaded boxes are applied to target areas on ENV-UA Sum of target above -grade wall and vertical fenestration areas are calculated to equal the sum of proposed SHGC target areas in shaded boxes are applied to target areas on ENV- SHGC Skylight Target Area Adjustment Calculations Project Title: LAM'S SEAFOOD MARKET Date 01/21/2019 If skylight area exceeds maximum allowed per Section C402.4.1, then Target Area Adjustment of all applicable envelope elements is required. This worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. Information shown in this worksheet is for reference only and is write -protected. Submit this Target Area Adjustment form with ENV-UA and ENV-SHGC forms. SKY= Skylight NR - Net roof (excludes skylight) Gross Exterior Roof Area = SKY + NR Proposed Areas Project Areas -> Existing Non -project Areas -> Gross Exterior Roof Area 26385.0 Total Skylight Area Project Skylight Area Net Project Roof Area 26385.0 X Target Areas Max Skylight % (C402.3.1) Skylight Net Opaque Roof SKY= NR= 26385.0 SKY= NR= 5.0% aximum Target 1319. 100 Maximum Skylight Fenestration Area 9 . Delta Skylight Area -1319.3 0 greater -1319.3 Excess Skylight / Excess Skylight Target Skylight Area Excess Skylight - UA and SHGC x A Skylight All Roof Insulation Above Deck Metal Building Joist / Single Rafter Attic / All Others Sum of Proposed Target Net Roof Area 26385.0 Proposed Area Proposed Area 26385.0 26385.0 X Target Net Roof Mult. X X X X z Total Skylight Area Target SKY Multiplier Net Roof 26385.0 Target SKY Mult. 1. 00 Target Net Roof Mult. Sum of Target 1. 00 Target Area Target Area 26385.0 26385.0 Multiplier applied to all Proposed Skylight Areas to calculate Target Skylight Area Multiplier applied to all Proposed Opaque Roof Areas to calculate Target Roof Area Target areas in shaded boxes are applied to target areas on ENV-UA Sum of target roof and skylight areas are calculated to equal the sum of proposed SHGC Calculation ENV-SHGC Revised Oct 2017 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Project Title: LAM'S SEAFOOD MARKET Date 01/21/2019 Target Insulation Allowance: Fully Conditioned Space - Commercial, Group R, Mixed Use For Building Department Use Fenestration Area as % gross above -grade wall area 16.4% Max. Target: 30.0% Skylight Area as % gross root area 0.0% Max, Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV -SUM Notes: 1 - Proposed vertical fenestration and skylight areas entered in ENV-SHGC must match proposed fenestration areas in ENV-UA. 2 - If Target Area Adjustment is required per ENV-UA, then target areas will be automatically adjusted in ENV-SHGC. Refer to Target Area Adjustments worksheef for this calculation. 3 - Fenestration assembly SHGC shall be the manufacturer's NFRC product retina, or shall be the default value per Section C303,1.3. 4 - Fenestration that separates conditioned space from a non -conditioned space shall be included in this worksheet. Enter target SHGC values for this fenestration under proposed SHGC, so it is neutral to the calculation. User ote N Skylights Sch. ID Provide SHGC source and fenestration schedule ID Proposed SHGC SHGC x Area (A) SHGC x 1 Target SHGC SHGC x Area (A) = SHGC x A 0.35 SHGC 0.35 Sky ight Totals All Non -North Sch. ID Vertical Fenestration+ Provide SHGC source and fenestration schedule ID PF Proposed SHGC SHGC x Area (A), SHGC x A Target SHGC ++ PF SHGC x Area (A) = SHGC x A Category PF < 0.2 0 .40 0.2SPF<0.5 0.48 PF 0.5 0.64 ++ If projection factor (PF) credits are applied to the proposed design, Target SHGC will sum fenestration area by PF category. + If PF credit is applied, then vertical fenestration Non -North Window Totals must be entered in the correct table according to orientation. If credit is not applied then all vertical fenestration can be entered in either table: North Vertical Fenestration+ Sch. ID Provide SHGC source and fenestration schedule ID Proposed SHGC PF SHGC x Area (A) = SHGC x A PF Category Target SHGC++ SHGC x Area (A) = SHGC x A PF < 0.2 0.53 0.26PF<0,5 0.58 PF 0,5 0.64 ++ If projection factor (PF) credits are applied to the proposed design, Target SHGC will sum fenestration area by PF category. North Window Totals TO COMPLY - The Proposed Total SHGC x A shall not exceed the Target Total SHGC x A. Total (Skylight + Window) Less proposed vertical fenestration here than ENV-UA: Add 1343.5 Area SHGC x A Area SHGC x A Component Performance Compliance (SHGC) Building Permit Plans Checklist, pg. 1 ENV-CHK Revised Oct 2017 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Project Title: LAM'S SEAFOOD MARKET Date 01/21/2019 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes SCOPE C402.1.1 Low energy spaces Identify low energy spaces on plans; include project information, and calculations if applicable, that demonstrate spaces are eligible for envelope provisions exemption C402.1.1.1 Semi -heated spaces Identify semi -heated spaces on plans, include calculations that demonstrate spaces are eligible for wall insulation exemption C402.1.2 Equipment Buildings Provide building area, average wall and roof U-factor, and installed equipment information that demonstrates equipment building is eligible for envelope provision exemption C410.2 Walk-in and warehouse cooler and freezer spaces Identify walk-in and warehouse cooler and freezer spaces on plans C101.4.1 Mixed occupancy Identify spaces with different occupancy requirements on plans C503.2 Change of space conditioning Identify on plans existing unconditioned spaces changing to semi -heated or conditioned space, and existing semi -heated spaces changing to conditioned space; provide calculations for existing and final level of space conditioning, and calculations that demonstrate alteration complies with current WSEC C505.1 Change of occupancy Identify on plans existing F, S and U-occupancy spaces undergoing a change in occupancy; provide calculations that demonstrate alteration complies with the current WSEC . Identity on plans pre-2002 Group R spaces undergoing a change to a commercial occupancy; provide calculations that demonstrate alteration complies with the current WSEC Identify on plans non -Group R occupancy spaces undergoing a change to Group R; provide calculations that demonstrate alteration complies with the current WSEC ENVELOPE PROVISIONS C103.2 C103.6.3 Compliance documentation indicate envelope insuiation compliance path and provide appiicable forms; ENV -PRESCRIPTIVE or ENV-UA / ENV-SHGC for component nprfrirmanNa If complying via total building performance, provide a list of all proposed envelope component types, areas and U-values G303.1.1 C303.1.2 Insulation identification Indicate identification mark shall be applied to all insulation materials and insulation installed such that the mark is readily observable during inspection C303.1.3 C402.4.3 Fenestration product rating Fenestration products shall be labeled with rated U-tactor, SHGC, VT, and leakage rating C303.1.1 C402.2.1 General insulation Installation Indicate installation methods, thicknesses, densities and clearances to achieve the intended R-value of all insulation materials; Where two or more layers of rigid insulation will be used, indicate that edge joints between layers are staggered C103.2 C402.2.2 Root assembly insulation Indicate R-value(s) of cavity/continuous insulation on roof sections; Indicate framing materials on roof sections; Indicate method of framing for ceilings below vented attics and vaulted ceilings per A102.2 (std, adv); Provide area weighted average U-factor calculation for insulation whose thickness varies by 1 inch or less; Indicate effective U-factors of tapered insulation entirely above deck per A102.2.6; include roof configuration and slope, maximum R-value at peak and minimum R-value at low point for all roof surfaces Indicate R-values for thermal spacers and each insulation layer, and liner system (LS) method for metal building roofs C402.2.2 Skylight curb insulation Indicate curb insulation R-value on roof section if not included in skylight NFRC rating C103.2 C402.2.3 C402.2.4 C303.2.1 Above/below grade wall insulation Indicate R-value(s) of cavity/continuous insulation on wall sections; Indicate framing materials on wall sections; Indicate method of framing for wood construction per A103.2 (std, int, adv); Indicate material density category, wall weight and heat capacity for qualifying mass walls; For qualifying ASTM C90 masonry walls, indicate loose -fill core insulation material and percentage of cores filled including grouted cores, bond beams, vertical fills, headers and any other grouted cores; Indicate method of protection of exposed exterior basement/crawlspace wall insulation Building Permit Plans Checklist, pg. 2 ENV-CHK Revised Oct 2017 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Project Title: LAM'S SEAFOOD MARKET Date 01/21 2019 Applicability yes,no,na) od Section Component Compliance information required in permit documents Location in Documents Building Department Notes 103.2 402.4.4 Opaque doors Indicate rated U-factor (swinging) or R-value (non -swinging - roll- up/sliding) on wall sections or in door schedules - applies to doors with less than 50% glazed area C402.2.5 Floor over outdoor or Indicate R-value(s) of cavity/conttnuous insulation on floor sections; unconditioned space ndicale framing material on floor sections; insulation Indicate material density category and weight of qualifying mass floors C402.2.6 C303.2.1 indicate R-value of continuous insulation on wall section or foundation detail; Slab -on -grade floor insulation Indicate insulation extends down vertically and/or horizontally the required distance from top of slab; Indicate method of protection of exposed exterior slab edge insulation C402.2.6 03.2.1 Radiantly heated slab -on -grade floor insulation Indicate R-value of continuous insulation on wall section or foundation detail; Indicate insulation extends down vertically from top of slab and then horizontally under the entire slab; Indicate method of protection of exposed exterior slab edge insulation 402.2.8 Radiant heating system insulation Indicate insulation R-value behind radiant panels, U-bend/headers and bottom surface of radiantly heated floors (other than radiantly heated slab - on -grade) C4024.1 02.2.1 C 03.3.2 Vertical fenestration maximum area Provide calculation for total vertical fenestration area as a percentage of gross above grade wall area (WWR) for new construction, additions and alterations in ENV -SUM C402.4.1.1 C405.2.4.1 C502.2.1 C503.3.2 Increased prescriptive maximum vertical fenestration area with daylight zones and controls Provide calculations showing that the percentage of overall conditioned floor area within daylight zones is equal to or greater than 50°A, in 1 and 2 story buildings; OR Provide calculations showing that the percentage of overall net floor area within daylight zones is equal to or greater than 25% in buildings 3 stories or more; include the gross floor area and list of spaces omitted for the net floor area; Note in envelope plans that all lighting fixtures located within daylight zones shall be provided with daylight responsive controls per WSEC Section C405.2.4.1; indicate method of control in lighting fixture schedules Indicate that the VT of vortical fenestration is at least 1.1 times the rated SHGC C402.4.1. C502.2.1 C503.3.2 increasea prescriptive aximum vertical fenestration area nnrmpncwith high- 1 7i Indicate high performance U-factors and SHGC values in fenestration schedules; Indicate if an area -weighted U-factor is used for multiple fenestration elements within the same fenestration category per Table C402.3; provide U-factor calculations C402.4.1.4 C403.6 Increased prescriptive maximum vertical fenestration area with DOAS mechanical systems Indicate that for eligibility, all occupied, conditioned spaces will be served by a dedicated outside air system (DOAS) that delivers ventilation air without requiring operation of the heating/cooling system per Section C403.6 C402.1.5 WalI/vertical fenestration target area adjustment Indicate if component performance with target area adjustment will be used to account for vertical fenestration area in excess of the prescriptive maximum allowed C402.4.1 C502.2.2 C503.3.3 Skylight maximum area Provide calculation for total skylight area as a percentage of gross root area (SRR) for new construction, additions and alterations in ENV -SUM C402.1.5.2 Roof/skylight target area adjustment Indicate if component performance with target area adjustment will be used to account for skylight area in excess of the prescriptive maximum allowed C402.4.3 C30313 U-factors, SHGC and VT for all fenestration assemblies Indicate U-factors, SHGC and VT values in fenestration schedules; Indicate if an area -weighted U-factor is used for multiple fenestration elements within the same fenestration category per Table C402.3; provide U-factor calculations Indicate if values are NFRC or default; if default then specify frame type, glazing layers, gap width, low-e coatings, gas -fill C402.4. Permanent shading devices For windows with overhangs or permanent projection shading devices, provide projection factor calculations (Equation C4-6) and associated minimum SHGC for north and non -north orientations Building Permit Plans 2015 WSEC Compliance Forms for Commercial Checklist, pg. 3 ENV-CHK Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Oct 2017 Project Title: r.AM's SEAFOOD MARKET Date 01/21/2019 Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes C402.4.2 Spaces in single story buildings requiring skylights In single story buildings, provide list of enclosed areas that exceed 2,500 sf; for each space identify the space use, floor area, floor to ceiling height, whether skylights are installed, and any exception taken; Provide calculations for percentage of conditioned floor area located within a daylight zone including skylight and eligible sidelight daylight zones; Provide calculations for percentage of skylight area in each space over 2,500 sf, OR; Provide calculations for skylight effective aperture (Equation C4-5) for each space over 2,500 sf; Indicate haze factor of skylight glazing material or diffuser ADDITIONAL EFFICIENCY PACKAGE OPTION - ENHANCED ENVELOPE PERFORMANCE C406.8 Enhanced envelope performance To comply with additional efficiency package option, demonstrate envelope insulation compliance via component performance; provide ENV - UA / ENV-SHGC compliance forms; verify that building total UA is 15% lower than the Code target UA AIR LEAKAGE C402.5.1.1 Air barrier construction and sealing Identify location and provide diagram of continuous air barrier in plans and sections; Provide details for all joints, transitions in materials, penetrations in air barrier and note method of sealing (caulked, gasketed, or other approved method) C402.5.3 Rooms containing open combustion fuel burning appliances used for space conditioning Indicate that room(s) containing non -direct vent appliances is isolated from conditioned space by the thermal envelope with a sealed air barrier, including doorway gasketing and sealing around ductwork and piping penetrations; Indicate insulation provided in wall, floor and ceiling of the room envelope, and insulation required on combustion air ductwork C402.5.4 Access openings and doors to shafts, chutes, stairways and doors Indicate locations of all access openings and doors to shafts, chutes, stairways and elevators; Indicate method of gasketing, weatherstripping and sealing of these openings C402.5.5 0403.2.4,3 Outdoor air intakes, exhausts and relief openings Indicate locations of all stairway enclosure, elevator shaft and building pressurization relief openings, outside air intakes and exhaust openings; Note in envelope plans that all relief, outside air intake and exhaust openings shall be provided with dampers in accordance with Mechanical Section C403.2.4.3 C402.5.8 Recessed lighting in building envelope Indicate method of sealing between light fixture housing and wall or ceiling; Note in envelope plans that all recessed lighting fixtures shall be IC rated and have an air leakage rating not greater than 2 cfm per ASTM E283 test; include these requirements in lighting fixture schedules C402.5.6 Loading dock seals Indicate weather seal at cargo and loading dock doors C402.5.7 Vestibules Indicate locations and dimensions of vestibules and air curtains; Indicate exception and criteria utilized for all building entrances and exits that do not have a vestibule or air curtain; Indicate required performance for air curtains installed per exception 7; For unconditioned vestibules, indicate which envelope assembly (interior or exterior) complies with the requirements for a conditioned space C103.2 C402.5.1.2 Building air leakage test Indicate on plans the location of air barrier boundaries and area calculations on all six sides of the air barrier; Indicate air barrier test method in accordance with ASTM E779 or approved equivalent; Indicate required maximum leakage rate for compliance. Include the following requirements in project documents: (1) Submit air barrier test report to jurisdiction once test is completed; (2) If test results exceed 0.40 cfm/ft2 (1.5 Us*m2) at 0.3 in. wg (75 Pa), then visually inspect air barrier and seal noted sources of leakage; (3) Submit a follow-up report to jurisdiction noting corrective measures taken; (4) Include air barrier test report in compliance documentation provided to building owner. Building Permit Plans Checklist, pg. 4 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 ENV-CHK Revised Oct 2017 Project Title: LAM .s SEAFOOD MARKET !Date 01/21/2019 Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes ADDITIONAL EFFICIENCY PACKAGE OPTION - REDUCED AIR INFILTRATION C406.9 Reduced air infiltration To comply with additional efficiency package option, indicate in project documents that the air barrier test results shall not exceed 0.25 cfm/ft2 (0.94 Us*m2) at 0.3 in. wg (75 Pa); indicate air barrier test report shall be submitted to the jurisdiction and building owner once test is completed ALTERATIONS C503.1 C503.3.1 Roof alteration - insulation For a roof alteration where existing ceiling cavities are exposed, indicate cavities are insulated to full depth at R-3 per inch For a roof covering replacement where insulation is installed entirely above the roof deck, indicate insulation complies with requirements for new construction per Tables C402.1.3 or C402.1.4 C503.1 Wall and floor alteration -insulation For a wall or floor alteration (floor over outdoor or unconditioned space) where existing envelope cavities are exposed, indicate cavities are insulated to full depth at R-3 per inch C503.32 Addition of vertical fenestration Where the addition of new vertical fenestration results in total building window -to -wall ratio (WWR) exceeding the maximum allowed per C402.4.1, demonstrate method of compliance (vertical fenestration alternate per C503.3.2, or component performance compliance with target area adjustment for the total building) C503.3.3 Addition of skylights Where the addition of new skylights results in total building skylight -to -roof ratio (SRR) exceeding the maximum allowed per C402.4.1, demonstrate component performance compliance with target area adjustment for the total building PROJECT CLOSE OUT DOCUMENTATION C103.6.3 Project close out documentation requirements Indicate in plans that project close out documentation is required including applicable WSEC envelope compliance forms and calculations, and fenestration NFRC rating certificates If "no" is selected for any question provide explanation: End of Building Permit Plans Checklist 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 August 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are wite protected. Project Title: LAM'S SEAFOOD Date 1/9/201 9 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use 7.7 T— ---- - ' 71 1 . : J Company Name: SEA-TAC ELECTRIC, INC Company Company Address: 7056 S 220TH STREET - KENT, WA 98032 Applicant Name: COREY MCKINNON - DIRECTOR OF DESIGN Applicant Phone: 253-872-5553 Applicant Email: corey.mckinnon@seatacelectric.com Project Description la New Building 0 Addition 0 Alteration a Plans Included Include PROJ-SUM form (included in envelope forms workbook) with lighting complliance forms. I Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance rr, • 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 Alterations Select all Lighting Potter Control elements that of the retrofit project If combination of spaces 50% of the existing fixtures in some spaces, and fixtures are replaced in provide separate lighting compliance forms for conditions. Spaces undergoing type of retrofit may be lighting poKer compliance Refer to Sgction 36 requirements. .tVhiitlJ •pL AjlelteratTO f • . 0117171ISSI MAY 2 4 City of Tukwila BUILDING and Lighting apply to the scope project includes a Mere less than are replaced 50% or more of the others, then poKer the Ma retrofit the same combined into one form. for additional H.( • n trOMPF WED 2019 DIVISION being made to lighting space are not Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced • • • Less than 50% of existing are replaced Lamp and/or ballast replacement only — existing total wattage not increased • • • . 50% or more replaced - Total lighting politer of new + existing -to -remain fixtures shall comply Kith total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. Less than 50% replaced - Total lighting potter of new + existing -to -remain fixtures shall not exceed the total lighting prover prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. 50% threshold applies to number of luminaires for interiorspaces and parking garages, and total installed Kettage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) fr, • • 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 lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time witch controls per C405,2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured • No changes are the interior or exterior systems and existing uses and configuration changed. Change of Space Use areas under -going a change in space use are upgraded to types per Tables C405.4.2(1) or C405.4.2(2). to the current Code in Proposed loan. LifitipAl4kiewf rip, CArt.11; Cu "pry run vi !VIVI • Existing interior lighting systems in comply with LPAs for the new space Identify interior spaces requiring LPD upgrade table in LTG-INT-BLD or LTG-INT-SPACE t) 1 cl%- 0 0 **1-1 ‘011 %II Ve‘ww JAN 23 2019 PERMIT CENTER Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: LAMSSEAFOOD Date 1/9/2019 Interior Lighting System Description NEW INTERIOR LIGHTING SYSTEM FOR GROCERY TI CONSTRUCTION PROJECT. Interior Lighting Power Allowance Method D Building Area Method tr. Space -by -space Method Select method used in project. Interior Lighting Controls All C405.2.1- C405.2.8 Controls 0 C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) I:1 Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply Kith C406.4, no less than 90% of the total installed interior lighting povser shall comply Kith required controls per C406.4. Dwelling Unit n e or Lighting Permanently installed interior lighting fixtures in dinelling units comply vith: 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA 0 C406.3 High Efficacy Lighting 0 Exter or • ng Syste Description NA Interior Lighting - Space -By -Space Method LTG-INT-SPACE 2015 Washi ton St E y pliance Forms for Commerci uidings including R2, R3, R4 o,.er 3 stones and all R1 Reised August 2016 Project Title: LAM'S SEAFOOD Dale 1/9/2019 Calculation Area 1OTE9 0 0 Addition - 0 Addition stand alone + existing v Spaces where < 50% of O Spaces where z 50% of O luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type • Standard O Additional Efficiency Package Option 0 C406.3 Reduced Interior Lighting To comply Kith C406.3, the Proposed LPD shall be 25% lo'aer than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NDTE' Location (plan #, room #) Space Type Ceiling HeightNO1E2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/tt' x area) E3.01 Dining area: all other 9599 0. 520 2389 E3.01 Office: Enclosed 853 0. 890 759 E3.01 Warehouse: Smaller, hand carried items 8281 0. 760 6294 E3.01 Sales area 12651 1.270 16067 Lobby Art/Exhibit Display Allowance from LTG-INT-DISPLAY N rrE8 Total Area Retail Display 26379 LTG-INT-DISPLAY Allowed Watts Allowance from 25509 Proposed Lighting Wattage NOTE' Location (plan #, room #) Fixture Description NOTE4' 5.6 Number of Fixtures Watts/ Fixture NOIE7 Watts Proposed E3.01 A 39 57 2223 E3.01 B1(VIACURRENTLIMITER) E3.01 B2 (VIA CURRENT LIMITER) 4 E3.01 B3(VIACURRENT LIMMER) 29 E3.01 B4 (VIA CURRENT LIMITER) 17 E3.01 B(TRACKHEAD) 199 29 9321 E3.01 C 60 90 2900 E3.01 D1 40 81 - 3240 E3.01 D2 7 40 280 E3.01 E 2 33 66 E3.01 F 32 91 1312 E3.01 G 21 26 596 E3.01 H 21 50 1050 E3.01 I 6 29 194 E3.01 K 5 29 120 E3.01 L (VIA CURRENT LIMITER) 1 E3.01 M(TRACKHEAD) 19 27 378 E3.01 N 18 29 932 Proposed Retail Disp ay Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 16512 Interior Lighting Power Allowance COMPLIES Note 1 - List all unique space types per Table C405.4.2(2) that occur in 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 (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 Watts/Fixture 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 Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source, For luminaires Kith screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp Retfage). For tow voltage lighting, enter the Reltage of the transformer. For line voltage track/busvtey systems, enter the larger of the attached luminaire Rettage or 50 uartc/linpal frnl nrantmr Iha uattanp limk nfnprmanpnt current IimiYinn r'pvirp IIFC044.1,114 IGUI O 4IG flICOlIGI&G 111 III. 4JI HVI If I CFI ,CI 44 YU/ I VII. III 114111 I& LOVA F1.47. Note 8 - Lobby Art/Exhibit Display AlloKence is independent of the Maximum AlloAed Lighting Wattage, Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined Kith the overall existing building lighting systems to demonstrate compliance. Refer to C502.t Lighting, 2015 Washington Motor, and Electrical Permit Checklist, Pg. 1 LTG-CHK Slate Energy Code Compliance Forms for Commercial Buidings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: LAM'S SEAFOOD Dale 1/9/2019 The following 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 (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS Yes C405,2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces arid lighting zone(s) served, or exception taken E3 SERIES No C405.2 Luminaire level lighting controls (LLLC) Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and performance parameters NA C405.1 Lighting in dwelling units For permanently Installed lighting fixtures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception Yes C405.2.3 CA05.2,1.1 C405.12.2 C405.2.4 C405.2.5 Manual controls Indicate on plans the method of manual lighting control (whethei combined with occupancy sensor, automatic light reduction, daylight responsive or specific application contras), location of manual control device and area or specifice application it serves E3 SERIES Yes C405.2.2.1 C405.2.2.2 C405.2.3 Manual interior lighting controls Indicate on plans which method of manual 50% lighting load reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls E3 SERIES Yen C405.2.2 Method of automatic shut-off control Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor or time switch) for all lighting zones; Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies E3 SERIES E3 SERIES Yes C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; E3 SERIES 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 E3 SERIES Yes C405.2.1.2 Occupancy sensor controls - warehouses Indicate alsleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% E3 SERIES C405.2.6 Digital timer swrtch Indicate required digital timer switch control function when control is used CA05.2.2.1 Automatic time switch controls Indicate locations of override switches on plans and the lighting zone(s) served, include area sq. fl. Yes C405.2.4.2 C405.2.4.3 Daylight zones - Sidelight and toplight Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft.; Indicate toplight daylight zone areas on plans, include sq. ft.; E3 SERIES NA 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) NA Yes C405.2.4 Daylight responsive controls 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) that apply; E3 SERIES NA Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of rated power; E0.02 , Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone E3 SERIES NA C405.2.5 Additional controls - Specific application lighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section NA C405.2.5 - Items 18,o2 Display nd accent a lighting Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate manual and automatic lighting control method Lighting, 2015 Washington Motor, and Electrical Permit Checklist, Pg. 2 LTG-CHK State Energy Code Compliance Forms for Commercial Buidings including R2, R3, R4 over 3 stories and all RI Revised August 2016 Project Title: LAMS SEAFOOD Date 1/9/2019 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington Slate Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes NA C405.2.5 - Item 3 Hotel/motel guest rooms Indicate method of automatic control - vacancy or captive key control of all installed luminaires and switched receptacles in guest room NA C405.2.5 - Item 4 Supplemental task lighting Indicate method and location of automatic shut-off vacancy control for supplemental task lighting, including under -shelf or under -cabinet lighting NA C405.2.5 - Item 5 Lighting for non - visual applications Indicate on plans eligible non -visual lighting applications, include sq, ft. area of each lighting control zone; Indicate on plans that non -visual lighting are controlled 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 C405.2.5 - Item 6 Lighting equipment tor sale or demonstration Indicate on plans that lighting equipment for sale or demonstration are controlled 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 Yee C405.2.5 - Item 7 Means of egress lighting Identify on plans egress fixtures that function as both normal and emergency means of egress illumination: E3 SERIES Provide calculation of lighting power density of total egress 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 SUPPLEMENTAL NA NA NA C405.2.7 Exterior lighting controls Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; For building facade and landscape lighting, indicate automatic controls shut off lighting as a function of dawniclusk and fixed 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 iSA C405.5.1 Exterior building grounds lighting controls For building grounds fixtures greater than 100 watts, indicate on plans whether fixtures have efficacy greater than 80 lumens or; are controlled by motion sensor, or are exempt lighting per C405.5.2 iSA C405.2.5 Area controls - Master control switches and circuit power limit Indicate location(s) of master control switch(es) intended to control multiple independent switches; circuit breaker may not be used as a master control switch; Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% iSA C,406.4 Enhanced digital lighting controls 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 taken; 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) Yea C405.13 C408.3 Lighting system functional testing If claiming lighting system commissioning exemption provide supporting calculation; Identify applicable commissioning documentation requirements per Section C408 or eligibility for exception; Provide written procedures for functional testing of all automatic controls and describe the expected system response NA E0.02 NA Lighting, Motor, and Electrical Permit Checklist, Pg. 3 LTG-CHK Revised August 2016 2015 Washington State Energy Code Compliance Forms for Commercial Buidings including R2, R3, R4 over 3 stories and all R1 Project Title: LAM'S SEAFOOD Date 1/9/2019 The following 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 (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes INTERIOR UGHTING POWER & EFFICACY Yee C405.4.1 C405.4.1 C405 4 2 Total connected interior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; E0.02 NA NA Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently NA Yes 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) E3 SERIES xi► C405.1 Lighting in dwelling units - lamp efficacy If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units, indicate in lighting fixture 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). NA C406.3 Reduced lighting power density - dwelling unit lamp efficacy For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in fixtures have efficacy rating of 60 lumens per watt or more. Calculate percentage of fixtures with lamps that have this o efficacy rating (min 95% to comply with option). Lighting Power Calculation - Indicate compliance path taken No C405.4.2.1 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans Yes C405.4.2.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage, Identify locations o space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable SUPPLEMEN AL NA C406.3 Reduced lighting power density To comply with additional efficiency package option, demonstrate in compliance forms that total connected interior lighting wattage is 75 /a less than the total maximum allowed lighting wattage via Building Area Method or Space -By -Space Method EXTERIOR UGHTING POWER & EFFICACY Ni. C405.5.2 Total connected exterior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; indicate exceptior 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 NA Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule NA C405.5.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed Lighting, 2015 Washington Motor, and Electrical Permit Checklist, Pg. 4 LTG-CHK Slate Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: LAM'S SEAFOOD Date 1/9/2019 The following 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 (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes MOTORS & TRANSFORMERS C405.5 Electrical Iraniormers Include electrical transformer schedule on electrical plans; indicate Transformer size, efficiency, or exception taken ttA C405.7 Dwelling unit electrical energy consumption Indicate on electrical plans that each dwelling unit in Group R-2 has a separate electrical energy meter MA C405.8 Electric motor efficiency Include all motors, including fractional hp motors, in electric motor schedule on electrical plans; indicate hp, rpm, rated efficiency, or exception applied t4A C405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; 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 unoocupied for a period of 15 minutes or more NA C405.9.2 Escalators and moving walks Indicate escalators comply with ASME A17.1 /CSA 844; automatic controls are configured to reduce operational speed to the minimum permitted when not in use NA C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive tzA C405.10 Controlled receptacles Identify all controlled and uncontrolled receptables on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled 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 Lighting, Motor & Transformer Permit Documents Checklist City of Tukwila Department of Community Development 10/1/2019 TED THOMAS P.O. BOX 13313 DES MOINES, WA 98198 RE: Permit No. D19-0034 LAM'S SEAFOOD MARKET 17348 SOUTHCENTER PKWY Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/20/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/20/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D19-0034 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 (ThCity of Tukwila Department of Community Development September 25, 2019 TED THOMAS P.O. BOX 13313 DES MOINES, WA 98198 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0034 LAM'S SEAFOOD MARKET - 17348 SOUTHCENTER PKWY Dear TED THOMAS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - R DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: 'Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specificationsother than that of an engineering or land surveying nature, the licensee need only seaUstamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Engineer's details show a detail for the ledger attachrnent. Provide specifications for the bolts, spacing and special inspections of the anchor bolts. Include any other special inspection requirements if applicable. Note: Contingent on response to these corrections, further plan review may request for additional corrections Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. To better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-471-M65 Since ely, K ndace Nichols Permit Technician File No. DI9-0034 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 � |���������� , ��u�, : ^��/ —_ — .�� ��rc iU�e c��� s . C�n| City ofTukwila Department ntCommunity Development G3OOSnuthcenterBlvd, Suite #1OO Tukwila, VVA9@188 � BE' Correction Letter #1 DEVELOPMENT Permit Application Number D18'DQ34 L0N1'5SEAFOOD MARKET —17348SOUTHCE0TERPKVVY 1. Provide structural engineer's drawings details and calculations for exterior concrete wall cuts and the construction ufthe new north east entry. Also include concrete floor repair details where concrete sections are removed, Structural Engineer's drawings, details and calculations are part of the approved exterior shell permit, Permit #D18-O399'dated April I5.2U19. 2. This building falls inthe Risk Category III for public assembly with anoccupant load greater than 3OO It shall be necessary to provide an engineer's analysis to determine the structure complies with current seismic code requirements. Recommendations and structural plans shall be provided if it is determined seismic upgrades shall be required, Adjacent tenant stores shall not be required to be part of the analysis, Provide the necessary engineer's analysis. (IBC 16U4.5'TABLE 16O4.5&1GD4.S1) Structural Engineer's analysis are part of the approved exterior shell permit, Permit #1318-0399, dated April Z5'3O19. 3. General notes reference codes, revise electrical codes to indicate 2017 electrical codes, Also indicate a change ofuse and specify the previous use. Under "GENERAL INFORMATION" onSheet A1.1'reference toelectrical code has been changed toindicate ZO17electrical code. 4. Provide the fire rating of the doors and types of hardware requirements in the door schedule. In "DOOR SCHEDULE" on Sheet A6.0, fire rating of the doors and types of hardware requirements have been added, Nndoors were required tobefire rated, office 1441ossvetm"/tsh/Rd. Suite 206/Penton, wasxmnton*aom mail nnBox 1y296/Seattle, Washington yumo-1o6 5. OnsheetA4.Dsoecifvaminimum1O^verboalQrabborvithdimensionsonthewa|sideofthetoi|et,(Z0DQ ANS|6O4.51) |nDetail 5"BATH FIXTURE MOUNTING HE|GHTS^onSheet A4.Ua18^vertical grab bar has been added to wall side of the toilet, 6 On sheet A4.0 details 3 & 4, no other fixtures or obstructions shall be within the 5-foot required water closet clearance. Revise the drawings to show the required clearance, (2009 ANSI 604.3.3) On Sheet A4.0, details 3 and 4, drawings have been revised so no other fixtures or obstructions are within the 5-foot required water closet clearance. 7. Doors are missing onthe plans for tenant rooms ]'3'and 4.Show the doors and include inthe door schedule. Onal|Mnmplans unSheets Al2, A13'A2]and 44.O(details 3and 4),doors have been added totenant rooms 2 and 3 and in "Door Schedule" on Sheet A6.0. Door was already shown in tenant 4 space in previous permit set submittal, El Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolersand freezers, ie. assembled and hardwired. Self-contained ^cdu in^ono|ersorfneezers(app|iancetype)shaUnot require mechanical permit, * Concrete floor preps shall be included as part of the building permit, Provide details for the new concrete floor repairs. In "ROOM FINISH SCHEDULE" on Sheet A6,0, the following note has been added to prep concrete floors in prep areas: "Polished concrete floor to be sealed with NSF grade sealer (food grade sealer)." 9. The east parking only shows two ADA parking stalls, Provide for two more for atotal of four AOAparking stalls on the east parking area, West parking shall not be included in the required as those are intended for other stores, (|B[TABLE 11U6.l) See approved permit for sheet, Permit #D18-0399, dated April 25, 2019. Design was approved with ADA parking on the west parking area. 10. Plan drawings, notes fonts are very difficult toread onthe F#sheets, Please provide plans with notes more legible and where the relative sections are enlarged similar to the sheet A4.1, On the plan sheets provide a legend indicating the sheet number where the table of various items or fixtures can be easily found. F# sheets have been modified to be more legible, Sheets F3.2 and F33 have been added to F# sheets- 11. Provide specific details with specifications for the construction of the live tank supports and stairway with platform. There are two live tanks — a shellfish (low) tank and a live tank (upper and lower). There is a 3'-0" high platform for access to the back of the live tank, There will be a 3'-6" high 1 -5/8" diameter steel pipe vffirn1441nscpetmvtskyRd, Suite um/Renton. Wasoomumsmao mail noBox ozys/Seattle, Wasmnumnyoms-1296 Freeman Architects te|zos2o2a24s/fax 2ua2au08o5/web °ww/,eemanmnnects,mm guardrail with welded 21^high mid rail all around platform. U|ineModel #H-Z252,3-stepUtility Step Ladder, or approved equal, will provide access to platform. See plan on Sheet A4.1 for notes at|ivetank, 12. Plumbing sheets shall bemore legible andindudeisometricxvithp|andramingsandspecificationsforthe plumbing work, (Plumbing and mechanical shall beseparate permits) Plumbing sheets have been replaced and text made more legible, Isometric with plan drawings and specifications for the plumbing work will be provided by plumbing subcontractor as a separate permit. 13. Sheet A5,0 detail #7 and sheet A8.02 detail #15, change the specified insulation from R-19 to specify R-21. Specify foundation insulation as R-10 rigid insulation, OnSheet A5.O,detail #7'insulation has been changed from A-19toR-Z1. Sheet AB23has been replaced with permit approved plan. 14. Note onsheet AOO1. grid7/41 indicates "Note 15TYP^Please clarify ifthat is itamisprint and indicate where that note is, Sheet AO.Q1has been replaced with permit approved plan. 15, The Tower plan is incomplete or missing a lot of details. Provide complete tower details showing all framing, connections, roof framing and covering, wall framing details, insulation, exterior type of finishes etc Some ofthe details may be in the structural plans, however the specific details for sealing, and weather protection details shall be provided, roof drainage and other information not typically provided with the structural, Tower plan sheet has been replaced with permit approved p|an. Tower plan was included inthis set for REFERENCE ONLY and for clarity for interior tenant improvement design. See issued permit for shell under Permit #Q18-0398.dated April 25.ZO18. office m41osenetrnatmvRd, Suite zos/Penton. Washington yoom mail noBox 1yzys/Seattle, Washington emoo'1so Freeman Architects te|2o6zozm4s/fax zuamUooyS/web =°vvJrepmancn"nPcts.,mn City of Tukwila Department of Community Development March 08, 2019 TED THOMAS P.O. BOX 13313 DES MOINES, WA 98198 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-00:34 LAM'S SEAFOOD MARKET - 17348 SOUTHCENTER PKWY Dear TED THOMAS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide structural engineer's drawings, details and calculations for exterior concrete wall cuts and the construction of the new north east entry. Also include concrete floor repair details where concrete sections are removed. 2. This building falls in the Risk Category III for public assembly with an occupant load greater than 300. It shall be necessary to provide an engineer's analysis to determine the structure complies with current seismic code requirements. Recommendations and structural plans shall be provided if it is determined seismic upgrades shall be required. Adjacent tenant stores shall not be required to be part of the analysis. Provide the necessary engineer's analysis. (IBC 1604.5, TABLE 1604.5 & 1604.5.1) 3. General notes reference codes, revise electrical codes to indicate 2017 electrical codes. Also indicate a change of use and specify the previous use. 4. Provide the fire rating of the doors and types of hardware requirements in the door schedule. 5. On sheet A4.0 specify a minimum 18" vertical grab bar with dimensions on the wall side of the toilet. (2009 ANSI 604.5.1) 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6. On sheet A4.0 details & 4, no other fixtures or obstructions shall be wits ►n the 5-foot required water closet clearance. Revise the drawings to show the required clearance. (2009 ANSI 604.3.3) 7. Doors are missing on the plans for tenant rooms 2, 3, and 4. Show the doors and include in the door schedule. 8. Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. Self-contained "plugin" coolers or freezers (appliance type) shall not require a mechanical permit. * Concrete floor preps shall be included as part of the building permit. Provide details for the new concrete floor repairs. 9. The east parking only shows two ADA parking stalls. Provide for two more for a total of four ADA parking stalls on the east parking area. West parking shall not be included in the required as those are intended for other stores. (IBC TABLE 1106.1) 10. Plan drawings, notes, fonts are very difficult to read on the F# sheets. Please provide plans with notes more legible and where the relative sections are enlarged similar to the sheet A4.1. On the plan sheets provide a legend indicating the sheet number where the table of various items or fixtures can be easily found. 1 I . Provide specific details with specifications for the construction of the live tank supports and stairway with platform. 12. Plumbing sheets shall be more legible and include isometric with plan drawings and specifications for the plumbing work. (Plumbing and mechanical shall be separate permits) 13. Sheet A5.0 detail #7 and sheet A8.02 detail #15, change the specified insulation from R-19 to specify R-21. Specify foundation insulation as R-10 rigid insulation. 14. Note on sheet A0.01, grid 7/A l indicates "Note 15 TYP" Please clarify if that is it a misprint and indicate where that note is. 15. The Tower plan is incomplete or missing a lot of details. Provide complete tower details showing all framing, connections, roof framing and covering, wall framing details, insulation, exterior type of finishes etc. Some of the details may be in the structural plans, however the specific details for sealing, and weather protection details shall be provided, roof drainage and other information not typically provided with the structural. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • Planning cannot approve development permit until Design Review Permit (L18-01.18) is approved. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No, D19-0034 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6):FITT COORD COPY PLAN REVIEW/ROUTING SLI' PERMIT NUMBER: D19-0034 DATE: 10/01/2019 PROJECT NAME: LAM'S SEAFOOD MARKET SITE ADDRESS: 17348 SOUTHCENTER PKWY Original Plan Submittal Revision # before Pe:-mit Issued X Response to Correction Letter #1 REV #1 Revision # after Permit Issued DEPARTMENTS: Building Division Mil Fire Prevention Public Works Structural C Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 10/0 r I19 Structural Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/29/2019 Approved Corrections Required C (corrections entered in Reviews) Notation: McQ3 Approved with Conditions E Denied (ie: Zoning Issues) iyt, SFar_A'On 4- COT:NW S REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0034 DATE: 09/05/19 PROJECT NAME: LAM'S SEAFOOD MARKET SITE ADDRESS: 243 MINKLER BLVD Original Plan Submittal Response to Correction Letter Revision # X Revision # before Permit Issued after Pe ssued DEPARTMENTS: Pt.7 C0Y(T2- Building Division br't AYA 'alai -- Public Works 11111.111. 1 Filr:/.1Preivleifn 11114 Peingriisiolli Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/10/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 10/08/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping D PW Staff Initials: 12/18/2013 'PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0034 DATE: 05/15/19 PROJECT NAME: LAM'S SEAFOOD MARKET SITE ADDRESS: 17348 SOUTHCENTER PKWY Original Plan Submittal X Response to Correction Letter # Revision # Revision # before Permit Issued after Permit ssued DEPARTMENTS: fr kW" 442 Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/16/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: \I Y1 DUE DATE: 06/13/19 Approved with Conditions 111 Denied (ie: Zoning Issues °OM) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire E) Ping D PW D Staff Initials: 12/18/2013 1ERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0034 DATE: 01/23/19 PROJECT NAME: LAM'S SEAFOOD MARKET SITE ADDRESS: 17348 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: COY ZO-tct uilding Division bY' Atooc simk-30-1 Public Works Auk, Fire Prevention Structural la ning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable 1-1 (no approval/review required) REVIEWER'S INITIALS: DATE: 01/24/19 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditicins Denied (ie: Zoning Issues) Notation: DUE DATE: 02/21/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping PW D Staff Initials: 1114 12/18/2013 PROJECT NAME: !-4vnS LSerA,J MorItt- PERMIT NO: SITE ADDRESS: ...11-2) I vs( ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF IIL1TJALS ISSUED DATE STAFF INITIALS i 4 s 1 Summary of Revision: &I' m 1---icior et Le oe. dg-Ch V, S Ctiel / If 'n 1 pl-e 1,e1,44/1 4 0 wt pitv ctve •to pi4e et, pta•-.12r( -- 131"C•14y0,0 to i_ 44( €wioto-i .p.,C_ eriti-vd 0 h-t..1. Received oy: -6., ,1 / - • . --/ /7 , 7 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Date: 9 City of Tukwila Department of Community Developmen 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. e7 /9 Plan Check/Permit Number: j> On-39 1: Response to Incomplete Letter # 71 Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner [i] Deferred Submittal # Project Name: LArt4 Z eAcc_10 Project Address: Address: 113f8 -,-714 <Galt. kiy Contact Person: / .ed 7-40i 4 4 4 Phone Number: Zs 311 /0Z Summary of Revision: RECEIVED CITY OF TUKWILA SEP 2 7 2019 PERMIT CENTER , 6,A ail) Awe, /N-12)ele/974)Ai , /1107'd oA) 9 sci. y . Arre 44 )6 % Arid A/SS on/ IC Sef y Akit eiaa L...).‘/46..ae4v,; z`voe ,Q5 Sheet Number(s): y "Cloud" or highlight all areas of revision including date #frevision Received at the City of Tukwila Permit Center Entered in TRAKiT on q - 2 -7- / WAPermit Center\ TemplatedFormskRevision Submittal Form doe Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: gifpg Plan Check/Permit Number: Response to to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: Li4At's Project Address: -,Viq /14) /.4, /1/ Contact Person: /&5-72/00*'S Summary of Revision: Phone Number: RECEIVED CITY OF TUKWILA SEP 0 5 2019 PERMIT CENTER 35i-Asz ADDEL 2 Ajb F1064 4° 41CPC9S ,41-Aba /;ty leae/ A Woo q f) fee Aiellbeted4 4/1.1.6 fr:_ny/oyee -7V. 5.f* Sheet Number(s): 4t/cit /fze /IWO, 5 ,afri.o "Cloud" or highlight all areas of revision including ate ofrevkjion Received at the City of Tukwila Perriit Center by; Entered in TRAKiT on qk W:Termit CentenTemplatesTormslRevision Submittal Form. doe Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: '7/13/1 Plan Check/Permit Number: D19-0034 E] Response to Incomplete Letter # • Response to Correction Letter # 1 111 Revision # after Permit is Issued RECEIVED • Revision requested by a City Building Inspector or Plans Examiner CITY OF TyKWILA MAY I 3-2019 LJ Deferred Submittal # Project Name: Lam's Seafood Market Project Address: 17348 Southcenter Pkwy Contact Person: i --tbon4A Phone Number: ..2©� '3/ I was. Summary of Revision: Weo;si:041 "'fret', iltsio idm., hill CY4iiite, PERMIT CENTER zer(‘‘z,3 Sheet Number(s): "Cloud" or highlight all areas of revision includin date f re i ion , Received at the City of Tukwila Permit Center by: lK] Entered in TRAKiT on 5- IS- ict C:\Users bill-r \Desktop \Revision Submittal Form.doc TTG LLC Horne Espanol Contact Page 1 of 2 Safety & Health Claims & Insurance Washington State Department of 40 Labor & industries A-Z frith% Help Workplace Rights Trades & Licensing TTG LLC Owner or tradesperson THOMAS, TED ALAN Principals THOMAS, TED ALAN, MANAGER WA U61 No. 603 584 400 PO BOX 13313 SEATTLE, WA 98198 206-391-1025 KING County Business type Limited Liability Company [...Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. TTGLLL*840JJ Effective — expiration 04/11/2016— 06/08/2020 Bond Wesco Insurance Co Bond account no. 46WB074575 $12,000.00 Received by L&I Effective date 04/11/2016 03/30/2016 Expiration date Until Canceled Insurance Western World Ins Co $1,000,000,00 Policy no. NPP8492587 Received by L&1 Effective date 01/10/2019 01/04/2019 Expiration date 01/0412020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Help us improve 1.1) T-40/ GOA y11111 Pr I. Tr'-1F"T'CIT T 1 *C. A 11 T P.C.' A 117— C PIA /111 1 (1 GENERAL CONTRACTOR NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON DRAWINGS IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS. NOTIFY ARCHITECT IMMEDIATELY. DO NOT SCALE DRAWINGS UNLESS OTHERWISE DIRECTED. 2, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND NOTIFY ARCHITECT OFIR ANY DISCREPANCIES IN DRAWINGS TO ACTUAL FIELD CONDITIONS. 3, CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AT SITE AND PROTECT FROM DAMAGE. REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING WITH WORK. 4. UNLESS NOTED OTHERWISE, DIMENSIONS INDICATED ARE: 4.1. TO THE FACE OF CONCRETE; 4.2. TO THE FACE OF FINISH IN EXISTING STUDS; 4.1 TO THE FACE OF EXISTING CONCRETE MASONRY UNITS (CMU); 4.4. TO THE FACE OF FINISH IN NEW METAL STUD WALLS (ASSUME 6" TOTAL WIDTH WALLS); 4.5. TO THE CENTERLINE OF COLUMNS. 5. UNLESS OTHERWISE NOTED, DOORS WITHOUT DIMENSIONS SHALL BE 4" FROM CORNER OR CENTERED IN BETWEEN PARTITIONS. 6. SEE SHEET A4.0 FOR PARTITION TYPES. VICINITY MAP NO SCALE *MMM01-111173 OWNER: LAM'S SEAFOOD MARKET 1221 S KING STREET SEATTLE, WA 98144 CONTACT: TEIZI MERSA] TEL'. 206.957.7006 EMAIL: TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY 4065 FACTORY SQUARE MALL SE BELLEVUE, WA 98006 CONTACT: PETER PEMSKY TEL: 425.373.3509 EMAIL: PEMSKY@KIMCOREALTY.COM GENERAL CONTRACTOR: TTG CONSTRUCTION, LLC PO BOX 13313 DES MOINES, WA 98198 CONTACT: TED THOMAS TEL: 206.391.1025 EMAIL: THOMASGROUP@COMCAST.NET ARCHITECT: FREEMAN ARCHITECTS, INC PO BOX 19296 SEATTLE, WA 98109-1296 CONTACT: FREEMAN FONG TEL 206.399.3071 EMAIL FREEMANF@FREEMANFONG.COM PROJECT DESIGNER: NGUYEN GROUP DESIGN 4528 S TACOMA WAY TACOMA, WA 98409 CONTACT: Al NGUYEN TEL: 206.374.1428 EMAIL: NDA@AINGUYEN.COM FOOD SERVICE DESIGNER: FOOD MARKET DESIGNS 721 2ND STREET, #3 LANGLEY, WA 98260 CONTACT: DAN PHILLIPS TEL: 425.765.1634 EMAIL: DAN@FOODMARKETDESIGNS.COM SHEETINDEX Irarjo, freemal 10=010M architects FILE P Permit No. -�E/Ak ' Plan review approval is Subject to errors and omissions Approval of construction documents does ,ioT authorize the violation of any adopted code or ordinance Receipt of approved Field Copy and conditions is acknowledged: City f T-i. BUILDING DIVISION PO BOX 19296 SEATTLE, WA 98109-1296 T 206.282.8245 EMAIL FREEMANF@FREEMANFONG.COM SEAFOOD MARKET 243 MINKLER BLVD TUKWILA, WA 98188 OWNER: LAM'S SEAFOOD MARKET TEIZI MERSAI 1221 S KING ST SEATTLE, WA 98144 T 206.957.7006 EMAIL TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY PETER PEMSKY 4065 FACTORIA SQUARE MALL SE BELLEVUE, WA 98006 T 425.373.3509 EMAIL PEMSKY@KIMCOREALTY,COM PERMIT SET PROJECT DESIGNER: No M,�"�vs snal� '�;!"I""" to the scope 0. o: a,,orovat of trie io of work v.onout Tukwila Buildinq Division LizRE�� NGUYEN GROUP DESIGN NOTE: Revisions will reduire a new plan fid NGUYEN submittal and may include additional plan review. 4528 S TACOMA WAY TACOMA, WA 98409 -- - T 206.374.1428 EMAIL NDA@AINGUYEN.COM SEPARATE PERMIT RE0,UIRED FOR: [j�r, Mechanical 91 Electrical 91, Plumbing Gas Piping City of Tukwila L BUILDING DIVISION I REVIEWED FOR SHEETNO. SHEET DESCRIPTION CODE COMiPLIANCE A1.0 COVER SHEET, VICINITY MAP & SHEET INDEX APPROVED A1.1 A1.2 GENERAL INFORMATION & SITE PLAN EGRESS FLOOR PLAN OCj 07 A1.3 OCCUPANCY FLOOR PLAN kx A2.0 DEMOLITION FLOOR PLAN City of Tukwila A2.1 FLOOR PLAN BUILDING DIVISION A3.0 BUILDING SECTIONS A4.0 ENLARGED PLANS A4.1 ENLARGED PLANS AlGEQUIPMENT SCHEDULES A4.3 TPOECEIUVEI) CIYTMVILA A6.0 SCHEDULES SEP 0 5 2019 AS4.4 MEZZANINE FRAMING PLAN PERMIT CENTER F2.0 FIXTURE PLAN F3.0 ITEM PLAN F3.1 AF3.2 ITEM SCHEDULE ITEM PLAN REVISIONA F3.3 ITEM PLAN F4.0 ELECTRICAL CONNECTIONS F5.0 PLUMBING CONNECTIONS F6.0 ELECTRICAL AND PLUMBING SPECS F7.0 WALK-IN COOLERS AND FREEZERS FOOD SERVICE DE711SIGNER: -1 '000 17- MARM I D lam . ES61 DAN PHILLIPS 221 2ND ST, #3 LANGLEY, WA 98260 T 425.765.1631 EMAIL DAN@FOODMARKETDESIGNS.COM 3547 REGISTERED AR ECT FREEMA ONG STATE OF WASHING N ISSUE/REVISIONS NO DATE REV AO A3SEP2019 MAY 2019 BD CORR CYCLE #01 OWNER CHANGES PROJECT NO 18010 DATE 21 JANUARY 2019 DESIGN AN DRAWN BY FF CHECKED FF F8.0 CURBS PLAN SHEET TITLE F8.1 CURBS FIXTURE PLAN F9.0 RECESSED PITS PLAN COVER SHEET, F10.0 LIGHTING PLAN VICINITY MAP & SURVEY SHEET INDEX A0.01 DEMOLITION FLOOR PLAN - LEVEL 01 (FOR REFERENCE ONLY) A0.02 DEMOLITION ROOF PLAN (FOR REFERENCE ONLY) A1.00 SITE PLAN (FOR REFERENCE ONLY) A2.01 FLOOR PLAN - LEVEL 01 (FOR REFERENCE ONLY) A2.04 ROOF PLAN (FOR REFERENCE ONLY) A3.01 EXTERIOR ELEVATIONS (FOR REFERENCE ONLY) A3.02 EXTERIOR ELEVATIONS (FOR REFERENCE ONLY) A4.01 WALL SECTIONS (FOR REFERENCE ONLY) A4.02 WALL SECTIONS (FOR REFERENCE ONLY) A8.02 EXTERIOR DETAILS I WALL ASSEMBLIES (FOR REFERENCE ONLY) A1.0 SEE A4 ' FOR MOUNTING HEIGHTS OF BATHROOM ACCESSORIES, TYP. MANAGER / ACCOUNTING AREA SCALE: 1/4" = V-0" SEE A4 Q FOR MOUNTING HEIGHTS OF BATHROOM ACCESSORIES, TYP. N Q N 31 CONFERENCE ROOM - MEZZANINE FLOOR SCALE: 1/4" = 1'-0" B '.2 Iraftrill PRODUCE freeman - — - --- - - - --- arctiftects C 6 PO BOX 19296 _r SEATTLE, WA 98109-1296 I T 206.282.8245 �-- _ 4 EMAIL FREEMANF@FREEMANFONG.COM MOP SINK PRODUCE BACKROOM h 'TS Oa �,� I--k--GREASE PREP STORAGE & SEAFOOD MARKET L J INTERCEPTOR 0 RECEIVING 243 MINKLER BLVD ED TUKWLA, WA98188 X —CONNECT OWNER: C T 'XI THREE- LAM'S SEAFOOD MARKET COMPARTMENT TEIZI MERSAI SINK5DIRECTLY (- — 5 1221 S KING ST —� TO GREASE SEATTLE, WA 98144 ! I I INTERCEPTOR r- -- - - -I -__ 2 MOUNTING HEIGHTS OF BATHROOM ACCESSORIES, TIP. -� PARTIAL ENLARGED PLAN (a)- PRODUCE PREP SCALE: 1/4" = V-0" CB 13'-9Y,' EQ. EQ. BREAK 0 = 4� WALLS U.O.N. (/ RESTR OM' _ _ STROOM I LIVE TANK 12 11 i SUPPORT I � ----------J 12 L . - .. - - - - - - J�aNO OTHER FI URESOR �30'X48'CLRWITHIN8' OBSTRUCTIONS WITHIN OF WALL @ LAV, TYP. MOP SINK 60' X 56' RECTANGLE, TYR A.2 -6.01 ADATURN-AROUND WIT 1'-0" MAX. OVERLAP WITI WC, LAV & DOOR, TYP. BACKROOM EMAIL TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY N PETER PEMSKY 4065 FACTORIA SQUARE MALL SE BELLEVUE, WA 98006 T 425.373.3509 0) EMAIL PEMSKY@KIMCOREALTY,COM PERMIT SET RECEIVING � Q I 10 2 REVIEWED FOR CODE CO"urPLIANCE APPROVED OCT 07 2019 ��--- City of Tukwil J BUILDING DIVI I :CTRICAL FIRE RISER 14 I IECEIVEO 15 14 CITY OF TUKWIL,A SEP V D 2019 SEE A4o FOR MOUNTING HEIGHTS OF BATHROOM ACCESSORIES, TYP. PERMIT CENTER N '� ENLARGED PLAN (a� EMPLOYEE RESTROOMS SCALE: 1/4" = V-0" M 3'3' I_i''S•-1 2'fi°Mi� IZ'SMI,N-C`�?— I. w MIN. M ''�--— �6 a' o B° I 1'-0' g til C—� GB O Q mo y ❑ $ H D 'o TPD® ab g 5, fn0 o y OFp i4v �0 °, QO ry N - 1'-6' TOILET ACCESSORIES TOILET SEMLRECESSED PAPER TOILET SEAT URINAL URINAL URINAL WALL WALLMOUNTED SURFACE AIRSLADE INSULATETRAP S• ACCESSIBLE TOWELDISPENSERAYASTE COVER SCREEN ACCESSIBLE STANDARD MOUNTED ELECTRIC HAIR MOUNTED HAND KNEE CLEARANCE Q RECEPTACLE DISPENSER ELECTRIC HAIR DRYER PAPERTOWEL DRYER (STANDARD(BARRIERFREE) DRYER (BARRIER FREE) DISPENSER (STANDARD) 5 BATHROOM FIXTURE MOUNTING HEIGHTS SCALE: 1/4" = V-0" PLUMBING FIXTURE COUNT Q CLASS OCCUPANCY NUMBEROF OCCUPANTS IN CLASS WATERCLOSET (URINALS, SEE SEC. 419.2) LAVS DRINKING FOUNTAIN (SEE SEC.410) SERVICE SINK MALE FEMALE MALE FEMALE ASSEMBLY A-2 437 2.9 2.9 2.2 0.9 1.0 BUSINESS B 6 0.2 0.2 0.1 0.0 MERCANTILE M 242 0.5 0.3 0.2 1.0 STORAGE S-1 27 0.3 0.3 0.0 1.0 TOTALREQUIRED: 7 3 1 3 lOWC 7 2 3 TOTALPROVIDED: 1 URINAL PROJECT DESIGNER: Uk NGUYEN GROUP DESIGN AI NGUYEN 4528 S TACOMA WAY TACOMA, WA 98409 T 206,374.1428 EMAIL NDA AINGUYEN.COM FOOD SERVICE DESIGNER: MAMEr MoNs DAN PHILLIPS 221 2ND ST, #3 LANGLEY, WA 98260 T 425.765.1631 EMAIL DAN@FOODMARKETDESIGNS.COM 3547 REGISTERED AR ECT FREEMA ONG STATE OF WASHING N ISSUE/REVISIONS NO DATE REV J, \ 11 FEB 2019 HEALTH DEPT CORR A8 MAY 2019 BD CORR CYCLE #01 / //���\ 10JUN2019 OWNERREVISIONS /4\ 3SEP2019 OWNERREVISIONS PROJECT NO 18010 DATE 21 JANUARY 2019 DESIGN AN DRAWN BY FF NECKED FF SHEET TITLE ENLARGED PLANS 1, i t CORRIDOR ENLARGED PLAN C@- STORAGE LOFT reema a r c% itects PO BOX 19296 SEATTLE, WA 98109-1296 T 206.282.8245 4 EMAIL FREEMANF@FREEMANFONG.COM s All 5 0 A f'11r')f%nA A RECEIVING F -10-1 ANDRAIL, INSTALL 2'-10'ABOVE kIRS; EXTEND HANDRAIL V-0' & BOTT. OF STAIRS, TERMINATE I WALL OR TO FLOOR, TYP. UARDRAIL ALL AROUND, 3',6' -L 2-0 POSTS @ V-0- MAX., 2' 0 j- 0 INTERMEDIATE RAILS, 'HAT A 4'0 SPHERE CANNOT GH, TYP. zLOW, TYP PECEIVED CITY OF TUKWILA SEP 0 5 2019 PERMT CENTER R�EVIEVVED FOR NCE C7 OCT 07 2019 City of Tukwila BUILDING DIVISIO l SCALE: 1/4" = V-0" a EAFOOD MARKET 243 MINKLER BLVD TUKWILA, WA 98188 OWNER: LAM'S SEAFOOD MARKET TEIZI MERSAI 1221 S KING ST SEATTLE, WA 98144 T 206.957.7006 EMAIL TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY PETER PEMSKY 4065 FACTORIA SQUARE MALL SE BELLEVUE, WA 98006 T 425.373.3509 EMAIL PEMSKY@KIMCOREALTY,COM PERMIT SET PROJECT DESIGNER: rT. NGUYEN GROUP DESIGN AINGUYEN 4528 S TACOMA WAY TACOMA, WA 98409 T 206374.1428 EMAIL NDA@AINGUYEN.COM FOOD SERVICE DESIGNER: DAN PHILLIPS 221 2ND ST, #3 LANGLEY, WA 98260 T 425.765.1631 EMAIL DAN@FOODMARKETDESIGNS.COM 3547 REGISTERED AR ECT FREE7 to STATE OF WASHING N ISSUEIREVISIONS NO DATE REV A3SEP2019 OWNERCHANGES I2OJECT NO 18010 F- 1 TE 21 JANUARY 2019 1 `SIGN AN I rVN BY FF -iECKE1D FF SHEET TITLE ENLARGED PLANS A4.3 16" INDICATES: 1/2" PLYWOOD SHEATHING OVER 2x6 STUDS @ 16"oc. BLOCK EDGES & NAIL W/ 8d @ Coc & 12"oc FIELD 1/4" = 1,_U" 2S OR 6 DESIGN/BUILD DECK- -_ RAILING PER ARCH. t I I I I I (2) 1/2"0 HDG BOLTS EA. RAILING POST L 1 BEAM PER (2)DTT2Z EA. RAILING POST LOCATION (5)16d NAILS WEB FILLER FULL DEPTH LSL BLKG. 1" = 1'-0" 2 General Structural Notes _ THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 EDITION) 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK 3. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2" WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC-ES REPORT NUMBER ESR-3037, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REQUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. STEEL 4. COLD -FORMED STEEL FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. COLD FORMED STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON AISI S100-12, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS," AND ON THE 2012 NORTH AMERICAN STANDARDS FOR COLD FORMED STEEL FRAMING, INCLUSIVE. WOOD 5. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD "GRADING RULES FOR WEST COAST LUMBER NO. 17", OR WWPA STANDARD, "WESTERN LUMBER GRADING RULES 2011". FURNISH TO THE FOLLOWING MINIMUM STANDARDS: STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2 6. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2017. 7, WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AF&PA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. I I PARTITION WALL-------- j ABOVE (where occurs) I I I I 8d @ 6"oc—-- � CONT. LSL OR TJI W/'16d @ 6"oc PLYWOOD SHEARWALL PER PLAN PC PANEL @ 4"oc T&G PLYWOOD IST PER PLAN MIT HANGER LEDGER PER PLAN -(2)16d EA. BLOCK OR JOIST PER PLAN TJI BLKG. @ 24"oc '. BOLTS OR NCHORS @ 48"oc j1/2" min.) ON GRADE HI E.M. JU1131 1�- Plan Yew At Skewed Conditions 22" row Is pacing SNUG TIGHT MITER CUT (4)#10 x 6" WOOD SCREWS EMBEDDED 3" INTO MEMBER (E) 416 (N) 2x10 HU68 (2) SCREWS EA. -16go TRACK W/ SIDE OF TRACK 2" FLANGES ATTACHED TO BEAM W/ (2) ROWS 40OS162-33 #10 x 2" SCREWS @ 12"oc STUDS @ 16"oc CONTRACTOR SHALL PROVIDE ' STUD BRACING @ 4'-0"oc AT CEILING LEVEL NOTE: UP TO 1/2" DEFLECTION MAY OCCUR WITH APPLICATION OF FULL DESIGN SNOW LOAD 1" = 1'-0" 8 REViLWED FOR CODE CO',, PLIANCE APPROVED OCT 07 2019 City of Tukwila BUILDING DIVISION REVISION NO. CORRECTION LTR# RECEIVED CITY OF TUKWILA SEP 2 6 2019 PERIVIIT CENTER 1/4' = 1 1-0" Mezzanine Framing Plan 1 STRUCTURAL ENGINEERING 2124 Third Avenue - Suite ioo - Seattle, WA 98121 p: 2o6.443.6212 ssfengineers.com 934 Broadway - Tacoma, WA 98402 P: 253-284.9470 ssfengineers.com Copyright 2018 Swenson Say Fag6t -All Rights Reserved MOM DRAWN: RWG DESIGN: ABB CHECKED: ABB APPROVED: ABB R/E�,V.ONS: J/���\� Permit Review Feb. 05, 2019 /JAL\\ Post Permit Revisions July 26, 2019 %/JAB\ Revisions Aug. l6, 2019 U1 Corrections Sept 25, 2019 UMM JURISDICTIONAL APPROVAL STAMP: PROJECTTITLE: LAM'S MARKET 243 Minkler Boulevard Tukwila, WA 98188 ARCHTFEC'. JACKSON/MAIN 311 First Avenue South Seattle, WA 98104 PH 206 324 4800 TT ISSUE: il�llllt� SIT TITLE: Mezzanine Framing Plan scAtE: As Noted DATE: _ January 15, 2018 PROJECT NO: 10993-2018-04 GENERAL CONTRACTOR NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON DRAWINGS IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS. NOTIFY ARCHITECT IMMEDIATELY. DO NOT SCALE DRAWINGS UNLESS OTHERWISE DIRECTED. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND NOTIFY ARCHITECT OFR ANY DISCREPANCIES IN DRAWINGS TO ACTUAL FIELD CONDITIONS. 3. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AT SITE AND PROTECT FROM DAMAGE. REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING WITH WORK. 4. UNLESS NOTED OTHERWISE, DIMENSIONS INDICATED ARE: 4.1. TO THE FACE OF CONCRETE; 4.2. TO THE FACE OF FINISH IN EXISTING STUDS; 4.3. TO THE FACE OF EXISTING CONCRETE. MASONRY UNITS (CMU); 4.4. TO THE FACE OF FINISH IN NEW METAL STUD WALLS (ASSUME 6- TOTAL WIDTH WALLS); 4.5. TO THE CENTERLINE OF COLUMNS. 5. UNLESS OTHERWISE NOTED, DOORS WITHOUT DIMENSIONS SHALL BE 4- FROM CORNER OR CENTERED IN BETWEEN PARTITIONS. 6. SEE SHEET A4.0 FOR PARTITION TYPES. N VICINITY MAP 1 NO SCALE 01 A 61 Eel? _-A OWNER: LAM'S SEAFOOD MARKET 1221 S KING STREET SEATTLE, WA 98144 CONTACT: TEIZI MERSAI TEL: 206.957.7006 EMAIL: TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY 4065 FACTORY SQUARE MALL BE BELLEVUE, WA 98006 CONTACT: PETER PEMSKY TEL: 425.373.3509 EMAIL: PEMSKY@KIMCOREALTY.COM GENERAL CONTRACTOR: TTG CONSTRUCTION, LLC PO BOX 13313 DES MOINES, WA 98198 CONTACT: TED THOMAS TEL: 206.391I A 025 EMAIL: THOMASGROUP@COMCAST.NET ARCHITECT: FREEMAN ARCHITECTS, INC PO BOX 19296 SEATTLE, WA 98109-1296 CONTACT: FREEMAN FONG TEL 206.399.3071 EMAIL FREEMANF@FREEMANFONG.COM PROJECT DESIGNER: NGUYEN GROUP DESIGN 4528 S TACOMA WAY TACOMA, WA 98409 CONTACT: AI NGUYEN TEL: 206.374.1428 EMAIL: NDA@AINGUYEN.COM FOOD SERVICE DESIGNER: FOOD MARKET DESIGNS 721 2ND STREET, #3 LANGLEY, WA 98260 CONTACT: DAN PHILLIPS TEL: 425.765.1634 EMAIL: DAN@FOODMARKETDESIGNS.COM SHEET INDEX SHEETNO. SHEET DESCRIPTION A1.0 A1.1 A1.2 A1.3 A2.0 A2.1 A3.0 A4.0 A4.1 A4.2 A5.0 A6.0 F2.0 FIXTURE PLAN F3.0 ITEM PLAN 3. .ITFDi' EDULE F3.2 ITEM PLAN 1 F3,3 ITEM PLAN 4. C L CONNECTIONS F5.0 PLUMBING CONNECTIONS F6.0 ELECTRICAL AND PLUMBING SPECS FTO WALK-IN COOLERS AND FREEZERS F8,0 CURBS PLAN F8.1 CURBS FIXTURE PLAN F9.0 RECESSED PITS PLAN F10.0 LIGHTING PLAN AO.01 A0,02 A1.00 A2.01 A2.04 A3.01 A3.02 A4.01 A4.02 A8.02 SHEET TITLE COVER SHEET, VICINITY MAP & SHEETINDEX SURVEY R.VISIONS No chanae> m,l,ie to the scope of worn without caor a;Z re ai of the Tukwila Building nit >,on NOTE: Revisions wilt reouire ; new plan submittal and may include aad Coral plan review. FILE O'Y P.It No. 4: Plan review approval is subject to errors and omissions Approval of construction documents (toes nor aulhSN2e the violation of any adopted code or ordinance Receipt of approved ela copy and wmm� s s ac o gee: By. Oace awt.oirv:, ntwsion COVER SHEET, VICINITY MAP & SHEET INDEX GENERAL INFORMATION & SITE PLAN EGRESS FLOOR PLAN OCCUPANCY FLOOR PLAN DEMOLITION FLOOR PLAN FLOOR PLAN BUILDING SECTIONS ENLARGED PLANS ENLARGED PLANS ENLARGED PLANS & EQUIPMENT SCHEDU E: DETAILS SCHEDULES MAY 2 .2019 City of Tukwila BUILDING DIVISION "WED FOR COMPLIANCE APPROVED RECEIVED CITY OF TUKWIL?\ MAY 13 2019 PERMIT CENTER r freema arc%; itt.;M ts PO BOX 19296 �� SEATTLE, WA 98109: T 206.282.824F -1296 EMAIL FREEMANF@FREEM, r'- - - 4NFONGCOM SEAFOOD MgKE;� 243 MINKLEB! TUKWILA,WA98'"�$-_ , OWNER: LAM'S SEAFOOD MARKET , TEIZI MERSAI 1221 S KING ST - SEATTLE, WA 9814,4 _ T 206.957.7006 - - EMAIL TEIZI.MERSAI@LAMSUAFoOD.coM LANDLORD: KIMCO REALTY PETER PEMSKY 4065 FACTORIA SQUARE MALL SE BELLEVUE, WA 98006 T 425.3733509 EMAIL PEMSKY@KIMCOREALTY,COM� PERMIT SET PROJECT DESIGNER: I Tk NGUYEN GROUP DESIGN At NGUYEN 4528 S TACOMA WAY TACOMA, WA 98409 T 206.374.1428 EMAIL NDA@AINGUYEN.COM FOOD SERVICE DESIGNER: DAN PHILLIPS6T 221 2ND ST, #3 LANGLEY, WA 98260 T 425.765.1631 EMAIL DAN@FOODMARKETDESIGNS.COM 3547 REGISTERED AR ECT FREE ONG STATE OF WASHING N ISSUE/REVISIONS NO DATE REV h\ 8MAY 2019 BD CORR CYCLE #01 PROJECT NO 18010 DATE 21 JANUARY 2019 DESIGN .. AN DRAWN BY FF CHECKED FF DEMOLITION FLOOR PLAN - LEVEL 01 (FOR REFERENCE ONLY) DEMOLITION ROOF PLAN (FOR REFERENCE ONLY) �a SITE PLAN (FOR REFERENCE ONLY) CORRECTION FLOOR PLAN - LEVEL 01 (FOR REFERENCE ONLY) LT ROOF PLAN (FOR REFERENCE ONLY) EXTERIOR ELEVATIONS (FOR REFERENCE ONLY) EXTERIOR ELEVATIONS (FOR REFERENCE ONLY) WALL SECTIONS (FOR REFERENCE ONLY) WALL SECTIONS (FOR REFERENCE ONLY) EXTERIOR DETAILS I WALL ASSEMBLIES (FOR REFERENCE ONLY) GENERAL INFORMATION PROJECT: LAMS SEAFOOD MARKET ra 243 MINKLER BLVD freeman j �g Boulevard. WA 98188 Minkler Boulevar . PROJECT DESCRIPTION: TENANT IMPROVEMENT TO REMODEL 28,136 SF OF INTERIOR COMMERCIAL SPACE FOR A NEW architects SEAFOOD MARKET, RETAIL, OFFICES, AND BACK OF HOUSE SPACES. WORK INCLUDES PO BOX 1 - _ _ — 9296 -- DEMOLITION OF INTERIOR WALLS AND DOORS. EXTERIOR SHELL IMPROVEMENTS UNDER SEATTLE, WA 9296 1296 SEPARATE CONTRACT. .8245 i EMAIL FREEMANF@FREEMANFONG.COM OWNER: LAM'S SEAFOOD MARKET TEIZI MERSAI j AREA OF WORK 1221 S KING ST j. �... _ - - v y- SEATTLE, WA 98144 Tl�)TriiT Jj(jrj 6 CY RECYCLE CONTAINER FOR IAM'S TEL: 206.957.7006 SEAFOOD (PARTY CITY & BEST BUY ARE EMAIL: TEIZI.MERSAI@LAMSEAFOOD.CO ALSO LOCATED IN THIS AREA) - LANDLORD: KIMCO REALTY (�j " f tl l l n" PETER PEMSKY 406E FACTORIA SQUARE MALL SE ,KKK 1 ` l i l l t l !I - •• BELLEVUE, WA 98006 S E A T ci OD MARKET } ti MOM TEL: 423509 243 MINKLER BLVD EMAIL: PEMSPEMSKY KIMCOREALTY.COM @ TUKWILA, WA 98188 1 � � } MU". ASSESSOR'S PARCEL NO.: 262304-9079 & 262304-9110 OWNER: } LAM'S SEAFOOD MARKET LEGAL DESCRIPTION: W 140.16 FT OF SW Y4 OF SE Y4 OF SECTION 26-23-04 LESS PORTION WITHIN MINKLER BLVDF TEIZI MERSAI TGW W 140.16 FT OF NW Y4 OF NE Y4 OF SECTION 35-23-04 LESS S 430 FT. 1221 S KING ST SEATTLE, WA 98144 . f.� 7006 PORTION OF SE Y4 OF SW Y4 - BEGIN NE CORNER TH S 01-12-25 W TO SE CORNER OF SW Y4 EMAIL TEIZLMERSAI TH T AMS WLY ALONG S LINE TO A LINE 6 FEET DISTANT NELY, MEAS AT R/A FROM ELY MARGIN OF SAI@LAMSEAFOOD.COM } - SOUTHCENTER PARKWAY TO NWLYALONG SAID LINE TO POINT WLY OF POINT OF BEGINNING G TH ELY TO POINT OF BEGINNING LESS PORTION IN MINLER BLVD. LANDLORD: KIMCO REALTY } CODES: TUKWILA MIUNICIPAL CODE - TITLE 18 PETER PEMSKY $ 4065 FACTORIA SQUARE MALL SE 2015 INTERNATIONAL BUILDING CODE W/ WA AMENDMENTS BELLEVUE, WA 98006 20151NTERNATIONAL EXISTING BUILDING CODE W/ WA AMENDMENTS T 425.373.3509 }` ".- ip., 2015 INTERNATIONAL PLUMBING CODE W/ WA AMENDMENTSTS EMAIL PEMSKY@KIMCOREALTY,COM Q2017 INTERNATIONAL ELECTRICAL CODE W/ WA AMENDMENTS 2 �c 2015 WASHINGTON STATE ENERGY CODE PERMIT SET 2010 ADA STANDARDS + 2009 [CC/ANSI a 117.1 21015 INTERNATIONAL GREEN BUILDING STANDARDS CODE PROJECT DESIGNER: }I (j ZONING: TUC -TUKWILA URBAN CENTER LOT AREA: 6,319 SF �ffIEINf1 TENANT IMPROVEMENT AREA: 29,563 SF (TOTAL): 26,38E SF NET NGUYEN GROUP DESIGN �. } - �jf,�,�f� A-2 (RESTAURANTS): 4,594 SF AI NGUYEN B (OFFICE): 853 SF 4528 S TACOMA WAY } S-1 (STORAGE): 8,281 SF T 2MA, W 984 I L1lU:428 TACO06. WA 98409 M (GROCERY): 12,651 SF EMAIL NDA AINGUYEN.COM �. �i CONSTRUCTION TYPE: III-B � FOOD SERVICE DESIGNER: � } ! PARKING ANALYSIS: SEE JACKSON ( MAIN ARCHITECTURE DRAWING SHEET A1.00. } i t DAN PHILLIPS 5 221 2ND ST, #3 } a I LANGLEY, WA 98260 } T 425.765.1631 } mz, EMAIL DAN@FOODMARKETDESIGNS.COM 1 i 1 3547 REGISTERED i r AR ECT FREE MA ONG } t STATE OF WASHING N } 1 ti a m - ISSUE/REVISIONS } NO DATE REV t } � 1 8 MAY 2019 BD CORR CYCLE #01 i GENERAL NOTES: 1. SEE LIMITED SURVEY PREPARED BY AXIS SURVEY & MAPPING, DATED 12/7/18, FOR TOPGRAPHIC PROJECT NO 18010 INFORMATION AND OTHER PERTINENT INFORMATION. 2. SEE JACKSON I MAIN ARCHITECTURE SITE PLAN ON SHEET A1.00. DATE 21 JANUARY 2019 ✓IEWED FOR JE COMPLIANCE DESIGN AN APPROVED N DRAWN BY FF SITE PLAN - PARKWAY SUPERCENTER MAY 242019 CHECKED FF SCALE: 1" = 200'-0" City of Tukwila BUILDING DIVISION SHEET TITLE GENERAL RECEIVED INFORMATION & CITY OF TUKWILA SITE PLAN MAY 13 2019 PERMIT CENTER Al. EGRESS PATH 41- FOOD TENANT 5 r-727 - — - ------- - a JANITOR 29 28 27 CORRIDO 23 . E-2F111 . F no % 2 36 TENANT D F29 COURT F28ff— ■1 . TENANT3 F370■ - ■ a CORRIDOR 3 7 VEST. OCCUPANCY L0,1 SIGN & SIGN WITH EGRESS 4 F32 WORDING "THIS DIDOR SHALL REMAIN PATH UNLOCKED DURI BUSINESS HOURS*; 34 LOCATE ABOVE E:*,TRY DOOR TENANT 33 —ACCOUNTING F20 MEDIA/ 11 d 0 7 11:0 EIFU SERVEROlin - Lial - 1:11p FEn - PATH OUTDOORSEATING III F"EvIT� I GV TYP 0-i I E ILL] ET-0 Er- Fi- ELnSERVICE---I ll EE of ........ ................. �ENTER__J mvmD 0 MAIN ENTR (D LUILT F 21 ig POINT OF SALE om" 1j_J E 21 FA "n TENANT [FF=H[1 n no a =11 ffiLLULILLULUiLIAULU 20 L n MANAGER 17 1� 45 n 18 nnnmmnmm� .... noun ... 1911111mounam nusuannnnnnuncwnnno I n n I ---or - — - — - — - 7 --- T - EEI q� T T I — a RESTRM' ai PRODLI�E3 ■ o GRQ�]CEKY I VKttLtK i H1 I L F'71 --- CRY O)S, PRO DU TS r741 mvvvmm unman L __-T 1, 7'. 111 : - (D -a— _ I n on: COMPRESSOR 0( a3 7 --- --- 0®0. RODIJCE- F I n 1 moguls L I im n :nnummonsumannonan nnamn"'Mang anon _41poonnnoinaffaninnumn IL-J L EH17 LIVE TANK n n FT; - 1111— n o I -:�7MEAT / FIS 4j1 JIB-1 : SUPPO L __j n BREAK F 6 —4 v I Y fi 177-7200-71- 1 1111musnummunnumosommano momnammism .1111100 K 11�� � !�\ a U'11EGRESS FLOOR PLAN SCALE: 1/16" = V-0" WALK-IN FREEZER MEAT COOLER LiWALK-IN T* WALK-IN FISH FREEZER C&QR4D CiM Offi DM 24'-11%6" 4'.0' 11 EGRESS PATR__T_ —FIRE RISER IF 14 1 Lj, H, P-1 L_J -- — - — - — - — - — --- U7 GENERATOR T- — - — - — - — - — --- COMPACTOR OCCUPANCY LOAD SIGN & SIGN 0 WfTH-WORDDING THIS -GOOK SHALL REMAIN UNLOCKED DURING BUSINESS HOURS'; LOCATE ABOVE ENTRY DOOR 0-4 1 - — - — - — - — - — 30 (D I (D I ------------- (�) BACKROOM PRODUCE/GROCERY WALK-IN COOLER 35 EXIT SIGN W/ DIRECTION ARROW AS NOTED, U.O.N., TYP. EXIT ANALYSIS EXITWIDTH EXITWIDTH EXITWIDTH NUMBER OF REQUIRED REQUIRED PROVIDED EXITS REQUIRED EXITS PROVIDED OCCUPANTS [TABLE 1005.11 (INCHES) (INCHES) (INCHES) 665 0.2 133 216.0 2 4 MEWED FOR COMPLIANCE APPROVED MAY 24 2019 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 13 2019 PERMIT CENTER I rm f reem 11213 c' C9 r c% i toe Mcmt s PO BOX 19296 SEATTLE, WA 98109-1296 T 206.282.8245 EMAIL FREEMANF@FREEMANFONG.COM SEAFOOD MARKET 243 MINKLER BLVD TUKWILA, WA 98188 OWNER: LAM'S SEAFOOD MARKET TEIZI MERSA] 1221 S KING ST SEATTLE, WA 98144 T 206.957.7006 EMAIL TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY PETER PEMSKY 4065 FACTORIA SQUARE MALL SE BELLEVUE, WA 98006 T 425.373.3509 EMAIL PEMSKY@KIMCOREALW,COM PERMIT SET PROJECT DESIGNER: I I Tk NGUYEN GROUP DESIGN Al NGUYEN 4528 S TACOMA WAY TACOMA, WA 98409 T 206.374.1428 EMAIL NDA@AINGUYEN.COM FOOD SERVICE DESIGNER: Effiz 5:1 DAN PHILLIPS 221 2ND ST. #3 LANGLEY, WA 98260 T 425.765,1631 EMAIL DAN@FOODMARKETDESIGNS.COM 3547 REGISTERED AIR ECT FREEMA ONG STATE OF WASHING N ISSUE/REVISIONS NO DATE REV 3MAR 2019 OWNER CHANGES AB MAY 2019 BD CORR CYCLE #01 PROJECT NO 18010 DATE 21 JANUARY 2019 DESIGN AN DRAWN BY FF CHECKED FF SHEET TITLE EGRESS FLOOR PLAN Al2 G F Oo C BB B �AA ACCOUNTING z0 \ - \.\ MEDIA/ (— — --- — — -� — — — — SERVER L n c _� t „�1 E ( A ° '� ° LI''y1 O 19 n OUTDOOR SEATING 23 121, J17r i — - Lll ,� 1 - I ----------� I LI d ILA 4' ` - L [A._I i EDI D f L .7 -_—_ r CENTCE-� FOOD COURT 21 24 I 2 POINT OF SALE - CENTER TENANT 5 z7 I r " �l _ _ err _ z1 _ I C� '.� " A2 CUPANCY TENANT4 ---- - C}1P--�Y?— C3-----��) Y------------ CORRIDOR 23 �1 Z 35 20 — _._._.. MANAGER � S-1 OCCUPANCY �— VEST. 32 SCALE: 1116" = V-0" 32 - -' 31 ' � 33 TENANT 1 33 A-2 OCCUPANCY -� 17 M OCCUPANGY = ---- v-- -- �.-------------------------- ---------..1_ -- ---- --�-- —� -- OCCUPANCY RES$RM;.r J�_� i P CE �. 1 (D - J GR6EERI/FREEZER 5 ; DRY GOODS 1 PRODUCTS 14 - Q�--� COMP ESSOR - --- ---- �4� 7PRODU �. �— S-10CCUPANCY J PREP - 10CCUPANCY ---------- i-------'---- M OCCUPANGY-I-----------+' BACKROOM LIVE TANK [ET STORAGE & N �i _�L- SUPP0�1 = �� _ F- „ RECEIVING - — - — - — - -' - T t` - 1_I-1 BgEA B OCCUPANCY- r— MEAT/FISH � --- i����` Ts� WALK-IN FREEZER 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require a two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge; S. Exterior landings and areas used for exit discharge. E-1 S-1 _' _— �J RESTRM 1._ PRODUCE I GROCERY _ WALK-IN COOLER 17 - RIESTRM 3a - - i 1z It �� 12 11 I, o WALK-IN W K-IN i 3 lo:I FISH FREEZER 1�FISHC OLE $- 0 ANC,,I U rxj118 ---- CORRIDOR I1s f ��� • 1 V 15 FIRE RISER RISER - -- 1' -------—"--J� r EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2-4008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, S. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on -site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 06 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. GENERATOR 8 COMPACTOR 0 NO DESIGN OCCUPANT LOAD NAME/ DESCRIPTION AREA AREA TYPE LOAD FACTOR NUMBEROF OCCUPANTS A-2 6,152 GROSS 15 410 B 580 GROSS 100 6 S-1 2,294 GROSS 300 8 M 14,510 GROSS 60 242 1 665 (� MEWED FOR c COMPLIANCE APPROVED MAY 24 2019 City of Tukwila BUILDING DIVISION €;ECEIVED CITY OF TUKWILA MAY 13 2019 PERNUT CENTER nia'® freeman architects PO BOX 19296 SEATTLE, WA 98109-1296 T 206.282.8245 EMAIL FREEMANF@FREEMANFONG.COM SEAFOOD MARKET 243 MINKLER BLVD TUKWILA, WA98188 OWNER: LAWS SEAFOOD MARKET TEIZI MERSAI 1221 S KING ST SEATTLE, WA 98144 T 206.957.7006 EMAIL TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY PETER PEMSKY 4065 FACTORIA SQUARE MALL SE BELLEVUE, WA 98006 T 425.373 - 3509 EMAIL PEMSKY@KIMCOREALTY,COM PERMIT SET PROJECT DESIGNER: r�T NGUYEN GROUP DESIGN AI NGUYEN 4528 S TACOMA WAY TACOMA, WA 98409 T 206.374.1428 EMAIL NDA@AINGUYEN.COM FOOD SERVICE DESIGNER: SM MS I DAN PHILLIPS T 221 2ND ST, #3 LANGLEY, WA 98260 T 425.765.1631 EMAIL DAN@FOODMARKETDESIGNS.COM 3547 REGISTERED AR ECT FREEMA ONG STATE OF WASHING N ISSUEIREVISIONS NO DATE REV JU 5 MAR 2019 OWNER CHANGES - !o\ 8MAY2019 BDCORRCYCLE#01 PROJECT NO 18010 DATE 21 JANUARY 2019 DESIGN AN DRAWN BY FF CHECKED FF SHEET TITLE OCCUPANCY FLOOR PLAN A1.3 REMOVE NORTH STOREFRONT PANELS; RELOCATE REMAINDER OF SLIDING DOORS AND SOUTH STOREFRONT PANEL TO THE NORTH TO REDUCE SIZE OF VESTIBULE - SCALE: 3/32" = V-0" - - - -- - - - - - - - - - - - - - - - - - - - REMOVE WALLS & OORS UNDERIERARATE,ERMIT - - - - - - - - - - - - - I - -- - - - -- ------- -- ------- -- -------- REMOVE, UNDER SEPARATE PERMIT, WALLS DOOR AS SHOWN --I -------------- 04 ------------------ (�) ------------------ (�) ------------------ ----------------------- `GENE�l— DEMOLITION NOTES: I 1. ALL NON-STRUCTURAL INTERIOR WALLS, PARTITIONS AND DOORS TO BE REMO�El) ARE PART OF THIS PERMIT. 1 2. ALL DEMOLITION OF STRUCTURAL INTERIOR PARTIONS ARE PART OF EXT (OR SHELL PERMIT. SEE ATTACHED 'FOR REFERENCE ONLY" PLANS, PREPARED BY JACKSON I MAIN ARCHITECTURE, DATED 12/24/18, SHEET A0.01 FOR E� TENT OF WORK. 1 3. SEE DEMOLITION PERMIT NO. D18-0361, DATED 11/9/18, FOR INTERIOR PA ION DEMOLITION WORK. RECEIVED CITY OF TUKWILA N MAY 13 2019 PERMIT CENTER -43 Iraftri rum ull freeman mom ar6hitects PO BOX 19296 SEATTLE, WA 98109-1296 T 206.282 1 8245 EMAIL FREEMANF@FREEMANFONG.COM SEAFOOD MARKET 243 MINKLER BLVD TLIKWILA,WA98188 OWNER. LAM'S SEAFOOD MARKET TEIZI MERSAI 1221 S KING ST SEATTLE, WA 98144 T 206.957.7006 EMAIL TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY PETER PEMSKY 4065 FACTORIA SQUARE MALL SE BELLEVUE, WA 98006 T 425.373.3509 EMAIL PEMSKY@KIMCOREALTY,COM PERMIT SET PROJECT DESIGNER: rkT NGUYEN GROUP DESIGN At NGUYEN 4528 S TACOMA WAY TACOMA, WA 9B409 T 206.374.1428 EMAIL NDA@AINGUYEN.COM FOOD SERVICE DESIGNER: DAN PHILLIPS 221 2ND ST, #3 LANGLEY, WA 98260 T 425.765.1631 EMAIL DAN@FOODMARKETDESIGNS.COM 3547 REGISTERED AR ECT FREEMA ONG ST TATE OF WASHING N ISSUEIREVISIONS PROJECT NO 18010 DATE 21 JANUARY 2019 DESIGN AN DRAWN BY FF CHECKED FF SHEET TITLE DEMOLITION FLOOR PLAN A2.0 235'-0" Q *� I (4� Q 40'-9' 30'-0" 40'-0" 40'-0" 30'-0" 20'-0" IT-68" 12'4Y" 12'_ '„ 17-0" 11'-81 16" 50'-0%6" 5'-0" 6'.0" T-0" 1 '-0" A3.0 \ QI 'FR RI'JI Jell e _ --. __... EE A4.0 FOR ENLARGEOP N OUTDOOR SEATING i l I C TY . @NEW ENTRY \ Vrn TYP. @ EXIST. r �1 } E ERIOR WALLS I 6C EXTERIOR WALLS -- I _ - — - 30 .... ------ --- 25 - - _ d L 1 C� 1 CST L l= EDIA/ I I. _ J tl --- i ,�_ lit___�L ___ r SERVICE CENTER i ' _ 1B ERVERI I zz ACCOUNTING ( � o o� I Q ( / ' FOOD CO RT 21 _ _ ,s 4A 27 Y CART CORRAL TENANT 5 21 I I n � �MAIN EN � I I :� N SEE FOR ENLARGEDPLAN 1B JANITO R F-25 I t RRIDO z3 _ r( 29 28 2 26 i z FZ W 'MEN 1 - - — - O O O O 4 I 35 3 2 1 128 B 16 1A /77777777777 4n TENANT 2 30 FOOD --- - - - - - — —CO T - — - — - p 28 12'-9" I 1B 6.81Ys, CORRI OR 31 is o M ' 1 - - ® Al 34 �ii VEST. � 33 i I 32 I I 1 1 I TENANT 1 I 33 I = 17 1,469 SF CURRENT N 1,452 SF PREVIOUS I I 6C 1 ( i I I I FLOOR PLAN SCALE: 3132" = V-0" TENANT 4 11 1 I 35 1A1 2B 19 2� 1B i �; 1A POINT OF SALE - - 1 �L_____, — -;I; 3 --- -- - ---- —�—---------�'---------f---------------- I�----------- 2.2/"T2A RESTR00 MANAGER f � I PRODU E III FLEX DISPLAY SPACE _III ;i� - (I (I o_vw ------- GROCERY / FREEZER DRY GOODS PRODUCTS a 17 5�s" SEE 2 a 1 FOR ENLARGED ' Q r A4.0 4.2 A \�7) COMPRESSOR Od 7 1A --- j------- - - — -- I - ALIGN NEW WITH EXISTING WALL I L I r l 1 !. — t i PREP 1 T-9Y16" ) -, ALIGN NEW PARTITIONS ON EAST FACE OF SEE FOR ENLARG D PLAN I 1 1 A 6" � JI i 9 COLUMNS ALONG GRIDLINE E, TYP. i A41 �— I I-- ----- —I--, --" — — — — — — —' — — — — 1 SOFFIT TO FOLLOW — — — — — 1 A ___- - I i' TYP. @ EXIST. — — — — — — rL I I dl EXTERIORWALL3 7) l I DISPLAYCOUNTER6 1 i - l!1—_--, -I ll 23' 7B AKEAT FISH 1' 91/8" (VERIFY) 5Y'1/ '%" 6s0 l I l BAUROOM L, PRODUCE/GROCERY — 1 -- ----- -- -----------� FI — —� — — ST RAGE & I I WALK-IN COOLER 'r PRE _ — --) °= — = L �1 QI Q. — RECEIVING �I LLI J. fit _ -- MEAT PREP ..._.__-. .___ _ I_�--1 [ _ L—_ _ _ P T) ON / --- 1A 1 1A 1A — --I' — i h 1 2A _ i �o� 171a I1�� �� -- —�12 RESTROOM — — .. _. WALK-IN - ,� --- I ,I 1 11 co 1- m- �_ I- I J i I 4 FREEZER - a ! 1 !�i 1 � SEE FOR ENLARGEDPLAN WALK-IN o WALK-IN WALK-IN ---' �� A4.0 13 LIV ANK RES tv1EAT COOLER � FISH FREEZE i FISH C OLER 1 .= ( — _ m ---- — I SUPPORT 1z "0 I __ 04 _ 15 10 -- ----- - - 24'-111Y,6" 4'0" CORRIDOR 1s----�I----- --- - 1 ---� 9U - o ---— --- 1 ( TYP. @ EXIST _... — FIRff RISER 1a g EXTERIOR WALLS GENERA OR -- — -- -- j -- -- --------- -- -- _,� ELECTRICAL 1� o o COMPACTOR -------------- I I i I GENE L NOTES: I 6 CY RECYCLE j CONTAINER i 1. SEE SHEETS F2.0, F3.0 AND F3.1 FOR FIXTURE PLAN, DESCRIPTION AND LISTS. 2. WALK- N COOLERS AND FREEZERS ARE PART OF EQUIPMENT. SEE SHEET 7.0 FOR DrILS OF WALK-IN COOLERS AND FREEZERS. 3. SEE SHEET F10.0 FOR REFLECTED CEILING PLAN AND LIGHT FIXTURE SCHE4ULE. N DECEIVED CITY OF TUKWIL4 07) MAY 13 2019 PERMIT'- P� q freemarhI Fill , arc itects PO BOX 19296 SEATTLE, WA 98109-1296 T 206.282.8245 EMAIL FREEMANF@FREEMANFONG.COM t j SEAFOODMARKET 243 MINKLER BLVD TUKWILA, WA 98188 OWNER: LAM'S SEAFOOD MARKET TEIZI MERSAI 1221 S KING ST SEATTLE, WA 98144 T 206.957.7006 EMAIL TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY PETER PEMSKY 4065 FACTORIA SOUARE MALL SE BELLEVUE, WA 98006 T 425.373 - 3509 EMAIL PEMSKY@KIMCOREALTY,COM PERMIT SET PROJECT DESIGNER: rk NGUYEN GROUP DESIGN AI NGUYEN 4528 S TACOMA WAY TACOMA, WA 98409 T 206.374.1428 EMAIL NDA@AINGUYEN.COM FOOD SERVICE DESIGNER: o s�ic�Hs© DAN PHILLIPS 221 2ND ST, #3 LANGLEY, WA 98260 T 425.765.1631 EMAIL DAN@FOODMARKETDESIGNS.COM 3547 REGISTERED AR ECT FREE MA ONG STATE OF WASHING N ISSUE/REVISIONS NO DATE REV ///,��\ 11 FES 2019 HEALTH DEPT CORR /o\ 5MAR2019 OWNERCHANGES !!A 8MAY2019 BDCORRCYCLE#01 I I PROJECT NO 18010 DATE 21 JANUARY2019 DESIGN AN DRAWN BY FF CHECKED FF SHEET TITLE FLOOR PLAN I:��i DEMISING WALL U.O.N TYP V X 20 GA. MTL. STUDS @ 16" O.C. WITH 2 LAYERS %' TYPE W GWB EA. SIDE, FILLED WITH ACOUSTICAL BATT INSULATION DEMISING WALL U.O-N-, TYP.: 6" X 20 GA. MTL. STUDS @ 16' 0-C. WITH 2 LAYERS %" TYPE 'X! GWB EA. SIDE, FILLED WITH ACOUSTICAL BATT INSULATION 8 7 6 5 4 3 2 1 B A3.0 I NEW EXTERIOR WALL ASSEMBLY, U.O.N., TYP.: 1 OUTSULATION PLUS MD DRYVIT EIFS OVER %' DENSGLASS GOLD, %' TYPE'X' GPYSUM SHEATHING, R-21 BATT INSULATION, 6' 20 GA. ROOF ASSEMBLY, U.O.N., TYP.: I I I MTL- STUDS @ 16" O.C., %' TYPE W GWB SINGLE PL ROOF MEMBRANE OVER SLOPED 6" THK. IGID INSULATIO (R-30) TO DRAIN, BUILDING PAPER, PLYW OD ROOF SHEATHIN , R-38 BATT INSULATION, POLYETHYLENE APOR BARRIER I I I I I I I �Z O�. SHEA! 17.00' 771 1 i T— SEE ROOM FINISH SCHEDULE FOR AREAS I WHERE SUSPENDED ACOUSTICCC(((���L TILE CEILING SYSTEM IS DEMOLISHED OR SWAGED, TYP. j EXIST. 4"CONCRETE SLAB -ON- RADE OVER POLYETHYLENE VAPOR BARR1 , 4' GRAVEL, TYP. QJ� _ FLOOR PLAN 0.00, A BUILDING SECTION LOOKING WEST SCALE: 3/32" = V-0" E D C B A2 A.1 A I I I I I I I A ROOF ASSEMBLY, U.O.N., TYP.: A3.0 I I I SINGLE PLY ROOF MEMBRANE OVEN SLOPED 6' THK- RIGID INSULATION (R-30) TO DRAIN, BUILDING PAPER, PLYWOOD ROOF SHEATHING, R-38 GATT INSULATION, POLYETHYLENE VAPOR BARRIER F-1 MOW"` B.O. SHEATHING I I 17.00' EXISTING EXTERIOR WALL ASSEMBLY U.O.N., TYP.: EXIST. TILT -UP CONCRETE PANELS OVER 2" RIGID SEE ROOM FINISH SCHEDULE FOR AREAS INSULATION, 3 %' X 20 GA MTL. STUDS @ 16" O.C., WHERE SUSPENDED ACOUSTICAL T LE CEILING %"TYPE'X' GWB SYSTEM IS DEMOLISHED OR SALVA ED, TYP. EXIST. 4"CONCRETE SLAB-ON-GRA E OVER POLYETHYLENE VAPOR BARRIER, 4" GRAVEL, TYP. I I FLOOR PLAN 0.00, B BUILDING SECTION LOOKING NORTH SCALE: 3/32" = V-0" freema arc%itects PO BOX 19296 SEATTLE, WA 98109-1296 T 206.282.8245 EMAIL FREEMANF@FREEMANFONG.COM w. SEAFOOD MARKET 243 MINKLER BLVD TUKWILA, WA 98188 OWNER: LAM'S SEAFOOD MARKET TEIZI MERSAI 1221 S KING ST SEATTLE, WA 98144 T 206.957.7006 EMAIL TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY PETER PEMSKY 4065 FACTORIA SQUARE MALL BE BELLEVUE, WA 98006 T 425.373.3509 EMAIL PEMSKY@KIMCOREALTY,COM PERMIT SET PROJECT DESIGNER: "k NGUYEN GROUP DESIGN AI NGUYEN 4528 S TACOMA WAY TACOMA, WA 98409 T 206.374.1428 EMAIL NDA@AINGUYEN.COM FOOD SERVICE DESIGNER: FM+ � DAN PHILLIPS 221 2ND ST, #3 LANGLEY, WA 98260 T 425.765.1631 EMAIL DAN@FOODMARKETDESIGNS.COM 3547 REGISTERED AR ECT FREEMA ONG STATE OF WASHING N ISSUEIREVISIONS NO DATE REV Q8 MAY 2019 BD CORR CYCLE #01 PROJECT NO 18010 DATE 21 JANUARY 2019 DESIGN AN !'JED FOR -JMPLIANCE DRAWN BY FF +I'PROVED MAY 2 4 2019 CHECKED FF City of Tukwila SHEET TITLE BUILDING DIVISION BUILDING SECTIONS RECEIVEID CITY OF TUKWILA MAY 13 2019 A3.0 PERMIT CENTER It 0 m m rr Dc A4.0 run muulvnrv�nclornouronlnnwmnw�owni�a,i�r. ENLARGED PLAN (cD— PUBLIC RESTROOMS SCALE: 1/4" = V-0" T PRODUCE 0 I I L MOP SINK _J PRODUCE DRY GOODS / PRODUCTS PREP lE GREASE L J I INTERCEPTOR 0 r � A.2 ® it I freeman architects PO BOX 19296 SEATTLE, WA 98109-1296 4 EMAIL FREEMANF@FREEMANFONG.COM I BACKROOM STORAGE& SEAFOODMARKET RECEIVING 243 MINKLER BLVD 10 TUKWILA, WA98188 —� CONNECT OWNER., --� j THREE- LAM'S SEAFOOD MARKET COMPARTMENT I cl— T TEIZI MERSAI _ _ — — _ SINKSDIRECTLY (— I— 1221 S KING ST __ TO GREASE L _ _ _ J SEATTLE, WA 98144 INTERCEPTOR �- — — -- 206.957,7006 SEE A4.0 FOR MOUNTING HEIGHTS OF BATHROOM ACCESSORIES, TYP. (� ENLARGED PLAN (c PRODUCE PREP SCALE: 1/4" = V-0" N. 1 T-9y1e, EQ. EQ. TBREAKO i O F/RESTr OM STROOM I ) LIVE TANK T I I 12 SUPPORT I I 12 L 13 T � - URES OR L 30' X 48° CLR WITHIN 8'-- NO OTHER FI OBSTRUCTIONS WITHIN OF WALL @ LAV, TYP. MOP SINK ( 60' X 5V RECTANGLE, TYP. 15 ELECTRICAL 15 FIRE RISER 14 I III Bi II SEE A4 ' FOR MOUNTING HEIGHTS OF BATHROOM ACCESSORIES, TYP. SEE A4 O FOR MOUNTING HEIGHTS OF BATHROOM ACCESSORIES, TYP. N 3 MANAGER'S RESTROOM 4 ENLARGED PLAN EMPLOYEE RESTROOMS SCALE: 1/4" = T-0" SCALE: 1/4" = 1'-0" M M I 2'6°MIN. CLEAN I I TiTil1,1. CLEAR l i i'-6°MIN.rL o:00 •'6' 4 n� `v Oi TPD® E z !;77 OO N OFF o U N INSULATE TRAP S' i•-6° TOILET ACCESSORIES TOILET BEM-ECESSED PAPER TOILET SEAT URINAL URINAL URINAL WALL WALLMOUNTED SURFACE AIRBLAOE Q KNEE CLEARANCE ACCESSIBLE TOWEL DISPENSERM'ASTE COVER SCREEN ACCESSIBLE STANDARD MOUNTED ELECTRIC HAIR MOUNTED HAND RECEPTACLE DISPENSER ELECTRIC HAIR DRYER PAPER TOWEL DRYER (STANDARMARRIER FREE) DRYER (BARRIER FREE) DISPENSER (STANDARD) t� BATHROOM FIXTURE MOUNTING HEIGHTS \ SCALE: 1/4" = V-0" EMAIL TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY N PETER PEMSKY 4065 FACTORIA SQUARE MALL SE BELLEVUE, WA 98006 T 425.373,3509 (T) EMAIL PEMSKY@KIMCOREALTY,COM PERMIT SET — 'k I -5'-0° ADATURN-AROUND .0 WIT P-0" MAX. OVERLAP WITH WC, LAV 8 DOOR, TYP. in PROJECT DESIGNER: NGUYEN GROUP DESIGN AlNGUYEN 4528 S TACOMA WAY TACOMA, WA 98409 T 206.374.1428 EMAIL NDA@AINGUYEN.COM FOOD SERVICE DESIGNER: 17-71 oEst4MN4 THE HOVER""�aKET. DAN PHILLIPS 221 2ND ST, #3 LANGLEY, WA 98260 T 425.765.1631 EMAIL DAN@FOODMARKETDESIGNS.COM I BACKROOM STORAGE & RECEIVING 3547 REGISTERED AR ECT FREEMA ONG STATE OF WASHING N ISSUEIREVISIONS NO DATE REV Q11FEB2019 HEALTHDEPTCORR 7 Q BMAY2019 BDCORRCYCLE#01 ;HWEDFUR PROJECT NO 18010 COMPLIANCE N APPROVED DATE 21 JANUARY 2019 MAY 24 2019 DESIGN AN City of Tukwila BUILDING DIVISION DRAWN BY FF PLUMBING FIXTURE COUNT CLASS OCCUPANCY NUMBEROF OCCUPANTS IN CLASS WATER CLOSET (URINALS, SEE SEC.419.2) LAVS DRINKING FOUNTAIN (SEE SEC.410) SERVICE SINK MALE FEMALE MALE FEMALE ASSEMBLY A-2 410 2.7 2.7 2.1 0,8 1.0 BUSINESS B 6 0.2 0.2 0.1 0.0 MERCANTILE M 242 0.5 0.3 0.2 1.0 STORAGE S-1 8 0.1 0.1 0.0 1.0 TOTAL REQUIRED: 6 3 1 3 10WC 1 URINAL 7 2 3 TOTALPROVIDED: n 'i:JvcL� CITY OF TUFCWILA MAY 13 2099 y)1+'.0B4 PERMIT CENTER CHECKED FF SHEET TITLE ENLARGED PLANS A4.0 I ' M22 II M22 M22 c F3 i ------------- MEAT/FISH F-6-1 / / M19 F3 / F4� M3 WALK-IN FREEZER FF1 F1 / \\ M3 M1 F5 F3 /F6 F6 ---------------- ------------------__.---------........ �------------ ---...---- F4 // FISH PREP \ \ \ ---------------------------J FB \ \ ��� I M6 M5 M4 F19 F18 F17 M24 - - -- - --------- - \ ---- --- --- - --------- ---------- ----- ( �- � �I,� F22 M9 M70 CONNECT � -,=� I --------= Ft6 O THREE -COMPARTMENT Q1 I_ - M23 SINKS DIRECTLY TO L - -- - GREASEINTERCEPTOR CONNECT THREE -COMPARTMENT 35 GPM GR ASE MEAT PREP 35 GPM GREASE SINKS DIRECTLYTO GREASE AF25 — - M11 M13 INTERCEPTER / f /� - F12 INTERCEPTOR M1\7 INTERCEPTOR F27--M24 M24 M14 M24 F20 i\ F28 (� - Lz ii — — — MI6— I SO ___ 3 i 23 --- 15 15 15 M17 \'-� 23 23 23 13 13 13 13 L1[ �'_ �_'1'1100�111111 F2 G �O ISE OG al \\\ a f' LIVE TAN SUPPORT 13 WALK-IN 0I 13 WALK -I MEAT COOLER WALK-IN MI5I I FISH FREEZER F23 FISH C00 ER F13 \ Q o i > 15 15 15 15 � I 23 23 23 23 13 13 F14 — - ---- ------ ----- - -- - 7 D17 D17 D17 D17 D17 Dil D17 D17 D17 15 - - - - — - - - - - - - - - - - - - - CORRIDOR 16 I � ELECTRICAL 15 FIRE RISER I D1 D fD fD1 Dt Dt Dt Dt D1 Di Dt Di Dt Dt Dt Dt Dt Dt 14 I --- - ---------- NOTE: SEE SHEET A4.2 FOR EQUIPMENT SCHEDULE. ENLARGED PLAN (a--) MEAT/FISH PREP SCALE: 1/4" = 1'-0" freemaI rm ftri arc%itects PO BOX 19296 SEATTLE, WA 98109-1296 T 206.282.8245 EMAIL FREEMANF@FREEMANFONG.COM c - SEAFOOD MARKET 243 MINKLER BLVD TUKWILA, WA98188 OWNER: LAM'S SEAFOOD MARKET TEIZI MERSAI 1221 S KING ST SEATTLE. WA 698144 - T 206.957.7006006 EMAIL TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY BREAK PETER PEMSKY 4065 FACTORIA SQUARE MALL SE ED BELLEVUE, WA 98006 T 425.373.3509 EMAIL PEMSKY@KIMCOREALTY,COM PERMIT SET - PROJECT DESIGNER: I NGUYEN GROUP DESIGN AI NGUYEN 4528 S TACOMA WAY STROOM TACOMA, WA 98409 T 206.374.1428 12 EMAIL NDA@AINGUYEN.COM FOOD SERVICE DESIGNER: — FDE51�6NS oenoxrea r"e Haom"r..uKax. DAN PHILLIPS 221 2ND ST, #3 LANGLEY, WA 98260 T 425.765.1631 EMAIL DAN@FOODMARKETDESIGNS.COM E 3547 REGISTERED AR ECT FREEMA ONG STATE OF WASHING N ISSUE/REVISIONS NO DATE REV 1, \ I I FE8 2019 HEALTH DEPT CORR Z ` � 8 MAY 2019 BD CORR CYCLE #01 PROJECT NO 18010 DATE 21 JANUARY2019 DESIGN AN IEVVED FOR =E COMPLIANCE DRAWN BY FF I\I APPROVED MAY 2 4 2019 CHECKED FF CD City of Tukwila SHEET TITLE BUILDING DIVISION ENLARGED PLANS RECEIVED CITY OF TUKWILA l.AAV 4 o nren EQUIPMENT SCHEDULE ITEM DEPT DESCRIPTION F-1 FISH TEN (10) DOOR FROZEN FISH REACH -IN F-lA FISH END PANEL (RH) F-IB FISH INTERIOR CASE & SHELF PAINTING (BLACK) F-2 FISH LIVE TANK F-3 FISH ICED S EAFOO D CASES F-3A FISH HUMIDITY FOGGING SYSTEM F-4 FISH SCALE -PRINTER FISH FISH PLATTER PAN F-5 FISH 12' ICED SHRIMP/FILLETS F-6 FISH 7' PREP SINK POLY TOP TABLE FISH PRE -RINSE UNIT, DECKMOUNT FISH ADD -ON FAUCET FISH TWIST HANDLE LEVER WASTE FISH LEVER WASTE SUPPORTARM BRACKET F-7 FISH FISH SAW F-8 FISH WALL MOUNT HAND SINK F-9 FISH IMPACT DOOR (36" W X 84" H) F-9A FISH STAINLESS FRAME WRAP F-10 FISH ICE MACHINE (FLAKER [TWO HEADS] F-11 FISH THREE COMPARTMENT SINK F-12 FISH PREP SINK PRE -RINSE UNIT ADD -ON FAUCET SPLASH MOUNT MOUNTING KIT TWIST HANDLE LEVER WASTE �F-E13 LEVER WASTE SUPPORTARM BRACKET FISH FISH WALK-IN COOLER F-13A FISH EVAPORATORCOIL F-14 FISH IMPACT DOOR (72" W X 96" H) F-14B FISH WALK-IN SHELVING F-15 FISH IMPACT DOOR (48" X X 84" H) F-16 FISH AUTO WRAPPER (FUTURE) F-17 FISH 8'STAINLESS TABLE DRAWER (RH) F-18 FISH WRAPPER F-19 FISH 6'STAI N LESS TABLE DRAWER (LH) F-20 FISH WALL MOUNT HAND SINK F-21 FISH DEFROSTSINK FAUCET TWIST HANDLE LEVER WASTE LEVER WASTE SUPPORT ARM BRACKET SPLASH MOUNT MOUNTING KIT F-22 FISH 30" (W) X 24" (D) STAINLESS TABLE DRAWER (CENTER) F-23 FISH FISH WALK-IN FREEZER F-23A FISH EVAPORATORCOIL F-23B FISH WALK-IN SHELVING F-24 FISH TYPE 1 HOOD W/ANSULSYSTEM F-25 FISH FRYER, DOUBLE (NATURAL GAS) STATION 1: FULL SIZED BASKET STATION 2: FULL SIZED BASKET FILTER ENVELOPES, CASE [100 PER CASE] FILTER RINSE HOSE, 90" (L). MALE QUICK DISCONNEF GAS HOSE KIT F-26 FISH STOCK POT RANGE (NATURAL GAS) QUICK DISCONNECT & FLEX HOSE F-27 FISH FRYER LANDINGTABLE DRAWER (CENTER) F-28 FISH WALL MOUNT HAND SINK F-29 FISH 4' PREP SINK POLYTOP TABLE PRE -RINSE UNIT ADD -ON FAUCET SPLASH MOUNT MOUNTING KIT TWIST HANDLE LEVER WASTE LEVER WASTE SUPPORTARM BRACKET F-30 FISH FISH SMALL WARES NOTE: SEE SHEET F3.1 FOR EQUIPMENT MODEL, BRAND, SUPPLIER & INSTALLER. SEE SHEET F6.0 FOR ELECTRICAL INFORMATION FOR EQUIPMENT. EQUIPMENT SCHEDULE ITEM DEPT DESCRIPTION M-1 MEAT 12'-SERVICE MEAT M-2 MEAT SCALE -PRINTER M-3 MEAT 24' MULTI -DECK MEAT M-3A MEAT END PANEL (RH) M-4 MEAT WRAPPER M-5 MEAT 8' STAINLESS TABLE W/LH 30" X 6" SLICER DROP DRAWER (RH) M-6 MEAT SLICER M-7 MEAT WRAPPERSTATION REMOTE SCALE WITH CABLE, 30 LB PLATTER,12" X 16-1/2" PRINTER POST M-7A MEAT SCALE -PRINTER M-8 MEAT TENDERIZER M-9 MEAT 66"STAINLESS TABLE M-10 MEAT MEATSAW M-11 MEAT 7'STAINLESSTABLE DRAWER (RH & LH) M-12 MEAT PREPSINK PRE -RINSE UNIT ADD -ON FAUCET SPLASH MOUNT MOUNTING KIT TWIST HANDLE LEVER WASTE LEVER WASTE SUPPORT ARM BRACKET M-13 MEAT THREE COMPARTMENT SINK PRE -RINSE UNIT ADD -ON FAUCET SPLASH MOUNT MOUNTIN KIT TWIST WASTESUPPORTARM BRACKET M-14 MEAT WALL MOUNT HAND SINK M-15 MEAT MEAL WALK-IN COOLER M-15A MEAT EVAPORATORCOIL M-15B MEAT WALK-IN SHELVING M-16 MEAT IMPACT DOOR (36" W X 84" H) M-17 MEAT MEATGRINDER M-18 MEAT IMPACT DOOR (60" W X 96" H) M-19 MEAT 24' MULTI -DECK MEAT M-20 MEAT DUALTEMP COFFIN W/TOP SHELVING M-21 MEAT DUALTEMP COFFIN W/ TOP SHELVING M-22 MEAT 8'MULTI-DECK GROCERY -DELI -MEAT M-23 MEAT MEAT PREP EVAP COIL M-24 MEAT WIRE WALL SHELVING SHELVES, 14X 36 SHELVES, 14X48 WALL BRACKET, SINGLE WALL BRACKET, DOUBLE EVAPORATORCOIL M-25 MEAT MEATSMALLWARES NOTE: SEE SHEET F3.1 FOR EQUIPMENT MODEL, BRAND, SUPPLIER & INSTALLER. SEE SHEET F6.0 FOR ELECTRICAL INFORMATION FOR EQUIPMENT. EQUIPMENT SCHEDULE ITEM DEPT DESCRIPTION BD-16 BUILDING IMPACT DOOR (72" W X 96" H) BD-17 BUILDING STORAGE SHELVING-36" (D) X 168" (H) BD-17A BUILDING STORAGE SHELVING- 24" (D) X 120" (H) BD-18 BUILDING REFRIGERATOR BD-19 BUILDING BREAK ROOM COUNTER WITH UPPERS BD-20 BUILDING DROP -IN HAND SINK GOOSENECK FAUCET 3" BD-21 BUILDING VENDING MACHINE BD-22 BUILDING LUNCHROOM COUNTER BD-23 IBUILDINGI CHAIRS (COUNTER HEIGHT) BD-24 BUILDING LUNCHROOMTABLE BD-25 BUILDING CHAIRS (TABLE HEIGHT) BD-26 BUILDING LOCKERS BD-29 BUILDING MOPSINK BD-36 BUILDING IMPACT DOOR (36" X U' H) BD-59 BUILDING TIME CLOCK 78A rBD-78B BUILDING CLOTHES WASHER BUILDING1 CLOTHES DRYER EQUIPMENT SCHEDULE - ITEM DEPT DESCRIPTION P-1 PRODUCE EURO TABLES, 36 X 36 P-2 PRODUCE SCALE P-2A PRODUCE SCALE STAND P-3 PRODUCE 24' MULTI -DECK PRODUCE P-3B PRODUCE ENDPANEL(RH) - BOXED P-3C PRODUCE CASE SHLEVING-22"X48"-2.5"PLEXIPRODUCTSTOP-UNLIT P-4 (UNUSED) P-5 PRODUCE PRODUCE ISLAND DISPLAYS P-6 PRODUCE 24' MULTI -DECK PRODUCE P-66 PRODUCE ENDPANEL(LH) - BOXED P-6C PRODUCE CASE SHELVING - 22" X 48" - 1.5 PLEXI PRODUCT STOP - UNLIT P-7 PRODUCE 20' MULTI -DECK PRODUCE P-7A PRODUCE MISTINGSYSTEM P-8 PRODUCE THREE -COMPARTMENT SINK P-9 PRODUCE WALL MOUNT HAND SINK P-10 PRODUCE YPREPSINKTABLE PRE -RINSE UNIT ADD -ON FAUCET SPLASH MOUNT MOUNTING KIT TWIST HANDLE LEVER WASTE LEVER WASTE SUPPORTARM BRACKET P-10A PRODUCE FOOD DISPOSER CONTROL PANEL GROUP 6 DISPOSER ACCESSORY GROUP D P-11 PRODUCE WRAPPER P-12 PRODUCE SCALE -PRINTER P-13 PRODUCE 7'STAI N LESS TABLE DRAWER (LH& RH) P-14 PRODUCE 6'STAI N LESS TABLE DRAWER (LH & RH) P-15 PRODUCE DESK P-16 PRODUCE 7'STAI N LESS TABLE DRAWER (LH) P-17 PRODUCE 7'STAIN LESS TABLE DRAWER (LH) P-18 1PRODUCEI 8'STAI N LESS TABLE DRAWER (LH & RH) P-19 PRODUCE PRODUCE WALK-IN P-19A PRODUCE EVAPORATOR COILS P-20 PRODUCE PRODUCE WALK-IN PALLETS P-21 PRODUCE WALK-IN IMPACT DOOR (72" W X 96" H) P-22 PRODUCE SPARENUMBER P-23 IPRODUCEI PRODUCE DISPLAY P-24 PRODUCE PRODUCE AIR DOORS P-25 PRODUCE PRODUCE DISPLAY P-26 PRODUCE WIRE WALL SHELVING SHELVES, 14 X 36 SHELVES, 14X 48 WALL BRACKETM, SINGLE WALL BRACKET, DOUBLE P-27 PRODUCE PRODUCE SMALLWARES NOTE: SEE SHEET F3.1 FOR EQUIPMENT MODEL, BRAN D, SUPPLIER & INSTALLER. SEE SHEET F6.0 FOR ELECTRICAL INFORMATION FOR EQUIPMENT. EQUIPMENT SCHEDULE ITEM DEPT DESCRIPTION FF-1 FROZEN FROZEN FOOD WALK-IN FREEZER FF-1A FROZEN EVAPORATORCOIL FF-16 FROZEN WALK-IN SHELVING NOTE: SEE SHEET F3.1 FOR EQUIPMENT MODEL, BRAND, SUPPLIER & INSTALLER. SEE SHEET F6.0 FOR ELECTRICAL INFORMATION FOR EQUIPMENT. s`l NOTE: SEE SHEET F3.1 FOR EQUIPMENT MODEL, BRAND, SUPPLIER & INSTALLER. SEE SHEET F6.0 FOR ELECTRICAL INFORMATION FOR EQUIPMENT. I P7 -- -1 — ]- I I I I I I I I I I -----I DRY GOODS / PRODUCTS A.2 PRODUCE I F_ j Ot6 - PRODUCE PREP I I PALLET 5 r----7 F 01 PALLET i L---J P18 F_--I P26 -- D1 PALLET L I I I BACKROOM STORAGE & - -- - RECEIVING Dt 10 I P17 I P16 P26 L ---I— Dt Dt BREAK D5 — — — — ----------� D2 D2 DLl 2 D2 Di D2 D2 D2 I freeman1 0M ror, , architects PO BOX 19296 SEATTLE, WA 98109-1296 T 206.282.8245 EMAIL FREEMANF@FREEMANFONG.COM V"N SEAFOOD < MARKET 243 MINKLER BLVD TUKWILA, WA98188 OWNER: LAM'S SEAFOOD MARKET TEIZI MERSAI 1221 S KING ST SEATTLE, WA 98144 T 206.957.7006 EMAIL TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY PETER PEMSKY 4065 FACTORIA SQUARE MALL SE BELLEVUE, WA 98006 T 425.373.3509 EMAIL PEMSKY@KIMCOREALTY,COM PERMIT SET PROJECT DESIGNER: I Tk NGUYEN GROUP DESIGN AI NGUYEN 4528 S TACOMA WAY TACOMA, WA 98409 T 206.374.1428 EMAIL NDA@AINGUYEN.COM FOOD SERVICE DESIGNER: FOOD oE54iRNoCERN.,itR[RT DAN PHILLIPS 221 2ND ST, #3 LANGLEY, WA 98260 T 425.765.1631 EMAIL DAN@FOODMARKETDESIGNS.COM it D2 1 Ing D2 JJJ _D2III r D1 3547 REGISTERED El AR ECT I I - .............. I ww ANOTE: SEE SHEETA4.2 FOR EQUIPMENT SCHEDULE. (_,�ENLARGED PLAN �PRODUCE PREP / BREAK SCALE: 1/4" = V-0" FREE MA ONG STATE OF WASHING N ISSUE/REVISIONS NO DATE REV Q11 FEB 2019 HEALTH DEPT CORR N Q 8 MAY 2019 BD CORR CYCLE #02 PROJECT NO 18010 DATE 21 JANUARY 2019 DESIGN AN DRAWN BY FF :=VVED FOR COMPLIANCE CHECKED FF APPROVED MAY 2 4 2019 SHEET TITLE City of Tukwila ENLARGED BUILDING DIVISION PLANS gg CX CITY O; TUKIWILA MAY 13 2019 PERMIT CENTER 101 EQUIPMENT SCHEDULES A4.2 PRE-ENGINEERED RIGID STRUT AT SPLAY WIRE LOCATIONS- 12 GA. SPLAY WIRES @ 12' O.C. IN THE PLANE OF EA. RUNNER- 45" MIN. OF 4 TIGHT TURN WITHIN 1 1/2", TYP.- 2"MIN CROSS RUNNER-40 � MAIN RUNNER STANDARD BRACING FRAME DETAIL FOR SUSPENDED CEILINGS CEILING GRID SEISMIC BRACING DETAIL CEILING GRID BRACING LAYOUT PLAN OSUSPENDED ACOUSTICAL FRAME BRACING NOT TO SCALE 09_002 UNDERSIDE OF STRUCTURE CEILING WHERE SHOWN SEISMIC BRACING, SEE ENLARGEMENT LINE OF WALL RUNNERS MAIN RUNNERS UNDERSIDE OF UNDERSIDE OF STRUCTURE STRUCTURE — _ BOTTOM OF RAFTER CEILING WHERE SHOWN SPLAY WIRES,SEE A5.0 A5.0 FLOOR LINE FLOOR LINE FLOOR LINE FULL HEIGHT STUDS TO f-� STRUCTURE FULL HEIGHT GWB EACH SIDE STUDS TO SUSPENDED CEILING, GWB TO SUSPENDED CEIILING EACH SIDE DPARTITION CONFIGURATIONS -NO SCALE- 4" X 20 GA. MTL. STUDS @ 16" O.C. 5/8" TYPE'W GYPSUM WALL BOARD, EA SIDE 1-HR PARTITION 1-HR PARTITION 4" X 20 GA. MTL. STUDS @ 16" O.C. 5/8" TYPE "X" GYPSUM WALL BOARD, EA SIDE ACOUSTICAL INSULATION OR R-21 BATT INSULATION @ "SIM" DETAIL EXISTING OR NEW WALL FULL HEIGHT TO STRUCTURE 2-HR PARTITION �TION _ PARTITION 3 PARTITION SCALE: 1- o =1'-0" L I_ SCALE: 1-1/2" = V-0" SCALE: 1-1(2" = l'-0" 12 GA. VERTICAL WIRES @ 4' O.C. GYP. BD WHERE OCCURS 6" X 20 GA. STRAP AT STUD WALLS 8 GA. GALV. STEEL WIRE (4) 12 GA. GAL . TEEL ATTACH WALL ANGLE W/ 1 1/4" TYPE S. OVAL HEAD SCREWS AT 32" O.C. AT STUD WALLS (2 SCREWS WHERE 2 LAYERS OF GYP. BD. OCCURS),AND SHOT -IN ANCHORS ("HILTI" ON 27 P8 OR EQUAL) AT 2" O.C. AT CONC. F RUNNERS TO WALL m m 5/8" TYPE'X' GYP. BD / 1(8" POP RIVETS w w P SEE PLAN = i NGTH OF END SPAN 4'-0" 4'-0" O.C. EA. WAY HEVER IS LEAST 6'-0" MAX. ON MAIN RUNNERS NDED GYP. BD. CEILING, TYP. ALE 09_001 UNDERSIDE OF STRUCTURE CEILING WHERE SHOWN 9A" AFF FLOOR LINE ® SOFFIT WALL TO STRUCTURE 4" X 20 GA. MTL. STUDS @ 16" O.C. 2 LAYERS 5/8" TYPE "X" GYPSUM WALL BOARD, EA SIDE ACOUSTICAL INSULATION OR R-21 BATT INSULATION @ "SIM" DETAIL RIM1.19129111 P►1 n PARTITION SCALE: 1-1/2" =1'-0" HANGERS FASTEN PLAY BRACE WIR AT TO RUNNERS W/ MIN. INTERSECTION OF MA OF 3 TIGHT TURNS RUNNER AND WITHIN 1 1/2". TYP. CROSS -FURRING. FASTEN WIRES TO RUNNER W/ MIN. OF 4 TIGHT TURNS WITHIN 1 1!2" TYP PARTITION TYPE PLAN SYMBOL LEGEND 2-HR PARTITION COMPRESSION STRUTS: STEEL SECTION W/ L/R RATIO OF 200 MAX. ATTACH TO MAIN RUNNERS W/ 1/4" BOLT & TO STRUCTURE W/ 3/16" POWER- DRIVEN STUD. STRUT SHALL NOT REPLACE HANGER WIRE ACROSS -FURRING AT 24" O.C. z SADDLE -TIE TO MAIN RUNNER W/ 1 STRAND 16 GA. OR 2 m STRANDS 18 GA. TIE WIRE INTERIOR ASSEMBLY MODIFIERS 1A PROVIDE WATER-RESISTANT GYPSUM BOARD, IN LIEU OF GYPSUM BOARD AS PARTITION TYPE SYMBOL LOCATION 1 SHOWN, @ "WET" AREAS AS DESCRIBED UNDER THE SPECIFICATIONS. INDICATES SIDE OF PARTITION wl PARTIAL HEIGHT GYPSUM 1A PROVIDE BACKER BOARD, IN LIEU OF GYPSUM BOARD AS SHOWN, @ CERAMIC BOARD (TYPE B & D) WHERE APPLICABLE 2 TILE AREAS AS DESCRIBED WITHIN THE DRAWINGS AND SPECIFICATIONS. PARTITION ASSEMBLY INDICATED w/A NUMBER PARTITION CONFIGURATION INDICATED wl A LETTER PARTITION STUD SIZE MODIFIER INTERIOR PARTITION ASSEMBLY MODIFIER EXTERIOR PARTITION ASSEMBLY MODIFIER LOW HEIGHT PARTITION SYMBOL INDICATES HEIGHT OF PARTITION AFF 11 %" 7 j. PARTITION TYPE - GENERAL NOTES 01. STUD SPACING 16" O.C. UNLESS OTHERWISE NOTED WITH A INTERIOR MODIFIER. 02. FIRE RATED SEALANT IS REQUIRED @ HEAD OF PARTITION OF FIRE -RATED WALLS AS REQUIRED FOR THE TESTED ASSEMBLY. 03. FIRE -RATED SEALANT IS REQUIRED @ FIRE -RATED PARTITIONS WHERE PARTITION JAMB CONDITIONS INTERFACE W/ DISSIMILAR MATERIALS OR WHERE FIRE TAPING @ INTERFACE OF MATERIALS IS NOT PRACTICAL. 3 5/8" X 20 GA. MTL. STUDS @ 16" O.C. 5/8" TYPE "X" GYPSUM WALL BOARD OR CEMENTITIOUS BOARD IN WET AREAS R-10 RIGID INSULATION EXIST. TILT -UP CONC. PANELS R-11 BATT INSULATION 1-HR PARTITION 6" MTL. STUDS PER STRUCTURAL 5/8" TYPE")(" GYPSUM WALL BOARD CUMULATION PLUS MD DRYVIT OR APPROVED EQUAL FURRING � EXISTING EXTERIOR _ NEW EXTERIOR J SCALE: 1-1/2" =1'-0" V SCALE: 1-vz, =1'-0" , SCALE: 1-1/2" = l'-O" f ::'JIEVVED FOR JE COMPLIANCE APPROVED MAY 2 4 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T UKWILA MAY 113 2019 PERMIT CENTER freeman architects PO BOX 19296 SEATTLE, WA 98109-1296 T 206.282.8245 EMAIL FREEMANF@FREEMANFONG.COM a SEAFOODMARKET 243 MINKLER BLVD TUKWILA, WA 98188 OWNER: LAM'S SEAFOOD MARKET TEIZI MERSAI 1221 S KING ST SEATTLE, WA 98144 T 206.957.7006 EMAIL TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY PETER PEMSKY 4065 FACTORIA SQUARE MALL SE BELLEVUE, WA 98006 T 425.373.3509 EMAIL PEMSKY@KIMCOREALTY,COM PERMIT SET PROJECT DESIGNER: rTk NGUYEN GROUP DESIGN AINGUYEN 4528 S TACOMA WAY TACOMA, WA 98409 T 206.374.1428 EMAIL NDA@AINGUYEN.COM FOOD SERVICE DESIGNER: 61 ....... , " _Kati DAN PHILLIPS 221 2ND ST, #3 LANGLEY, WA 98260 T 425.765.1631 EMAIL DAN@FOODMARKETDESIGNS.COM 3547 REGISTERED AR ECT FREEMA ONG STATE OF WASHING N ISSUEIREVISIONS NO I DATE REV Q8 MAY 2019 BD CORR CYCLE #01 PROJECT NO 18010 DATE 21 JANUARY 2019 DESIGN AN DRAWN BY FF CHECKED FF SHEET TITLE DETAILS A5.0 e DOOR SCHEDUL DOOR NUMBER OPENINGSIZE DOOR FIRE RATING AREA (SF) HDW GROUP REMARKS DOOR TYPE DOOR MATT GLASS TYPE 1(102) 12'-0" X 10'-0" A AL/GL TEMP 120. HDW-1 A TOMATIC SLIDING DOOR; EGRESS DOOR 2(103) S'-0"X4'-6" B MTL --- --- --- HDW-2 INI ROLL -UP DOOR 3 (104) 6'-0" X 10'-0" C AL/GL TEMP -- 60.00 HDW-3 RAGE DOOR 4 (105) 6'-0" X 10'-0" C AL/GL TEMP --- 60.00 HDW-3 RAGE DOOR 5 (106) 6'-0" X 10'-0" C AL/GL TEMP --- 60. HDW-3 RAGE DOOR 6 G-O" X 7'-0" D AL TEMP --- --- HDW-4 D UBLESWINGING 7 G-O" X 7'-0" E HM --- --- --- HDW-5 8 (E) T-6" X T-6" F HM HDW-6 IST. COMPACTOR DOOR 9 (107) 8'-0" X 10' 0" G MTL --- --- --- HDW-3 RAGE DOOR 10 (E) T-O" X 7'-0" H HM --- HDW-6 RESS DOOR 11 T-O" X 7'4' H HM --- --- --- HDW-7 12 T-O" X T-O" H HM --- --- --- HDW-7 13 G-O" X T-O" D AL TEMP --- --- HDW-4 D UBLESWINGING 14 (E) T-O" X T-O" H HM --- --- --- HDW-6 15 (E) 3'4' X T-O" H HM --- --- --- HDW-6 16 T-O" X 7'-0" 1 AL TEMP --- --- HDW-4 UBLESWINGING 17 3'-0"X7-0" J AL TEMP --- --- HDW-4 D UBLESWINGING 18 3'-0" X T-O" H HM --- --- --- HDW-8 19 3'-0" X 7'4' H HM HDW-7 20 3'-O" X T-0" H HM --- --- --- HDW-9 21 3'-0" X T-O" H HM --- --- --- HDW-8 22 10'-0" X 10'-0" K AL HDW-10 23 (101) G-O" X T-O" L AL TEMP --- 42. HDW-11 24 T-O" X T-O" H HM --- --- --- HDW-8 25 (100) T-0" X 7'-0" H HM --- --- --- HDW-11 E RESS DOOR 26 3'-0" X T-0" H HM --- --- --- HDW-12 27 T-O" X 7-0" H HM HDW-9 28 3'-0" X T-O" H HM --- --- --- HDW-12 29 3'-0" X 7'-0" H HM HDW-8 30 (E) 4'-0" X 7'-0" H HM --- --- --- HDW-8 31 T-O" X 7'-0" H HM --- --- --- HDW-8 32 (E) 9'-0" X 10'-0" M AL/GL TEMP --- --- HDW-1 TOMATICSLIDING DOOR 33 (E) 12'-O" X 10'-0" A AL/GL TEMP HDW-1 TOMATICSLIDING DOOR - --- HDW-1 TOMATIC SLIDING DOOR; EGRESS DOOR 35 3'-0" X 7'-0" H HM --- --- -- HDW-8 36 3'-0" X 7'-O" H HM --- --- --- HDW-8 NOTES: 1. VERIFY OPERATION OF DOORS WITH PLANS AND ELEVATIONS. 2. WHERE NOT DIMENSIONED ON DRAWINGS, LOCATE DOORS CENTERED IN THE ROOM OR 4" FROM CORNER OR CABINET. 3. (XXX) UNDER "DOOR NUMBER" COLUMN REPRESENTS DOOR NUMBER USED FOR SAME DOORS IN JACKMAN I MAIN ARCHITECTURE DRAWINGS. ABBREVIATIONS AL ALUMINUM GL GLASS HM HOLLOW METAL MAT'L MATERIAL MTL METAL SF SQUARE FEET TEMP TEMPERED OR SAFETY HARDWARE GROUPS HDW-1 AUTOMATIC SLIDING DOOR HARDWARE HDW-2 ROLL -UP DOOR HARDWARE HDW-3 SECTIONAL DOOR HARDWARE HDW-4 DOUBLE DOUBLE DOOR SWINGING HARDWARE HDW-5 DOUBLE DOOR LOCKSETAND ASSOCIATED HARDWARE HDW-6 SINGLE DOOR LOCKSEFANDASSOCIATEDHARDWARE HDW-7 BATHROOM LOCKSET WITH SELF CLOSER AND ASSOCIATED HARDWARE HDW-8 OFFICE LOCKSET WITH SELF CLOSER AND ASSOCIATED HARDWARE HDW-9 STOREROOM LOCKSETAND ASSOCIATED HARDWARE HDW-10 ROLL -UP GATE HARDWARE HDW-11 STOREFRONT HARDWARE WITH EMERGENCY PANIC BAR, SELF CLOSER AND ASSOCIATED HARDWARE HDW-12 PUSH-PULL HARDWARE, SELF CLOSER AND ASSOCIATED HARDWARE DOOR TYPES: e A TEMPERED/ SAFETY GLASS (12 PANELS) B TEMPERED/ i SAFETY GLASS H J C K TEMPERED/ SAFETY GLASS TEMPEF (8 PANELS) SAFETY GLASS u TEMPERED/ SAFETY GLASS L ROOM FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS MATT FINISH MATT FINISH MAT'L FINISH MATT FINISH HEIGHT 1 MAIN ENTRY SC FAC R FAC GWB PT 1 PT 12'-0" 2 POINT OF SALE SC FAC R FAC GWB PT 2 PT 12'-O" 3 PRODUCE SC FAC R FAC GWB PT 3 PT 12'-0" 4 DRY GOODS/PRODUCTS SC FAC R FAC GWB PT 3 PT 12'-0" 5 GROCERY/FREEZER SC FAC R FAC GWB PT 3 PT 12--0" 6 MEAT/ FISH SC * FAC R/E * FAC GWB/FRP PT 4 PT 12'-U' * PROVIDE EPDXYON FLOOR @ MEAT PREP & FISH PREP A "A 0 T�LL O F 0 D FLOOR TO BE SEALED WITH NSF GRADE SALER (FOOD GRADE SEALER). 7 COMPRESSOR C FAC R FAC GWB S --- (E)17'-8" 8 PRODUCE / PREP E FAC E FAC GWB/FRP PT 4 --- 12'4' CONTINUOUS EPDXY AT FLOOR AND BASE. FLOOR TO BE SEALED WITH NSF GRADE SALER (FOOD GRADE SEALER). 9 BREAK E FAC R FAC GWB PT 4 --- 12'-W 10 BACKROOMSTORAGE & RECEIVING E FAC R FAC GWB PT S (E) 17'-8" 11 RESTROOM E FAC R FAC GWB PT GWB PT 8'-0" 12 RESTROOM E FAC R FAC GWB PT GWB PT 8'-0" 13 LIVETANKSUPPORT E FAC R FAC GWB PT 4 FAC 12'-0" 14 FIRE RISER C FAC R FAC GWB --- S (E) 17'4' 15 ELECTRICAL C FAC R FAC GWB --- S --- (E) 17-8" 16 CORRIDOR E FAC R FAC GWB PT S --- (E)17'4' 17 MANAGER SC FAC R FAC GWB PT 5 PT 12'-0" 18 RESTROOM Sc FAC R FAC GWB PT GWB PT V-O" 19 MEDIA / SERVER Sc FAC R FAC GWB PT 5 FAC 12'-0" 20 ACCOUNTING Sc FAC R FAC GWB PT 5 FAC 12'-0" 21 FOOD COURT Sc FAC R FAC GWB PT 5 FAC 12'-0" 22 (NOTUSED) --- -- --- --- --- --- --- --- --- 23 CORRIDOR Sc FAC R FAC GWB PT 5 FAC 12'-w 24 WOMEN SC FAC R FAC GWB PT GWB PT 8'-0" 25 JANITOR SC FAC R FAC GWB PT GWB PT 8'-0" 26 MEN SC FAC R FAC GWB PT GWB PT 8'-0" 27 TENANTS SC FAC R FAC GWB PT 5 FAC 12'-0" 28 FOOD COURT SC FAC R FAC GWB PT 5 FAC 12'-0" 29 TENANT2 SC FAC R FAC GWB PT 5 FAC 12'-0" 30 TENANT3 SC FAC R FAC GWB PT 5 FAC 12'-0" 31 CORRIDOR SC FAC R FAC GWB PT 5 FAC 12'-0" 32 VESTIBULE SC FAC R FAC GWB PT 5 FAC 12'-0" 33 TENANT Sc FAC R FAC GWB PT 5 FAC 12'-0" 34 PRODUCE GROCERY WALK-IN COOLER FAC FAC FAC FAC FAC FAC FAC FAC FAC 35 TENANT4 Sc FAC R FAC 1 GWB PT 5 FAC 12'-0" NOTES: 1. REUSE EXISTING ACOUSTICALTILE CEILING GRID SYSTEM; REMOVE ACOUSTICALTILES. MAINTAIN ACOUSTICAL OVER SERVICE CENTER. 2. NEW SUSPENDED CLOUD SYSTEM OVER POINT OF SALE AREA. 3. REUSE EXISTING ACOUSTICAL TILE CEILING GRID SYSTEM; REMOVE ACOUSTICAL TILES. 4. REUSE EXISTING ACOUSTICAL TILE CEILING GRID SYSTEM; REMOVE ACOUSTICALTILES AND REPLACE WITH NEW WASHABLE ACOUSTICAL TILES. 5. REUSE EXISTING ACOUSTICAL TILE CEILING GRID SYSTEM AND ACOUSTICAL TILES. ABBREVIATIONS C CONCRETE E EPDXY FAC FACTORY GWB GYPSUM WALLBOARD MATT MATERIAL PT PAINT R RUBBER S STRUCTURE SC SEALED CONCRETE El M TEMPERED/ SAFETY GLASS (6 PANELS) ro ftri 11 mom j freeman a rch ite cts PO BOX 19296 SEATTLE, WA 98109-1296 T 206.282.8245 EMAIL FREEMANF@FREEMANFONG.COM � A 1 SEAFOOD 243 MINKLER BLVD TUKWILA, WA 98188 OWNER: LAM'S SEAFOOD MARKET TEIZI MERSAI 1221 S KING ST SEATTLE, WA 98144 T 206.957.7006 EMAIL TEIZI.MERSAI@LAMSEAFOOD.COM LANDLORD: KIMCO REALTY PETER PEMSKY 4065 FACTORIA SQUARE MALL SE BELLEVUE, WA98006 T 425.373.3509 EMAIL PEMSKY@KIMCOREALTY,COM PERMIT SET _VI�FOR jDE COMPLIANCE APPROVED MAY 2 4 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 13 2019 PERMIT CENTER PROJECT DESIGNER: rkT NGUYEN GROUP DESIGN AlNGUYEN 4528 S TACOMA WAY TACOMA, WA 98409 T 206.374.1428 EMAIL NDAa(�1 INGUYEN.COM FOOD SERVICE DESIGNER: o"&KE c.smmxc,xc„aocn.+i•vR�x DAN PHILLIPS 221 2ND ST, #3 LANGLEY, WA 98260 T 425.765.1631 EMAIL DAN@FOODMARKETDESIGNS.COM 3547 REGISTERED AtO FREEMSTATE OF W ISSUE/REVISIONS NO I DATE REV Q8 MAY 2019 BD CORR CYCLE #01 PROJECT NO 18010 DATE 21 JANUARY 2019 DESIGN AN DRAWN BY FF CHECKED FF SHEET TITLE SCHEDULES F BB B ----------------- 0 F9 ---------------- (�) ------------ --------- (�) FOOD MARKET DESIGNS 221 2ND Street, #3 Langley, WA 98260 P: 360-222-2363 FOR I ,ECOMPLIANCE FOOD APPROVED MARKET MAY 2 4 2019 RESIGINIS IiW DESIGNING THE MODERN MARKET City of Tukwila www. food m arketclesians, c om BUILDI IVISION -------------------------- 7 PROJECT: LAM'S SEAFOOD MARKET TUKWILA, WA R,ECEIV=D SEAFOOD MARKET CITY OFF TUKWILA SHEET NAME: MAY 13 2019 IDERINUT CENTER FIXTURE PLAN �= STATUS: REV. 4 SHEET NOTES: 1) CONTA �SEA WAIR MW FOR INFORMATION REGARDING ALL LIVE TANK EQUIPMENL SHEET NO.: SECATWATIR 1ASIONS DATE: 5.3.2019 MIKE TOM MIKETOMPHAWA MON&COM 760-747-0513 SCALE: 3/32 11 F2. 0 (M4 ---------- - FOOD MARKET DESIGNS — - — - — - — - — - - — - — - 221 2ND Street, #3 ------ Langley, WA 98260 P: 360-222-2363 =WED FOR COMPLIANCE APPROVED FOOD MAY 2 4 2019 MARKET DESIGNS City of Tukwila BUILDING DIVISION DESIGNING THE MODERN MARKET www. foodmarketdesians.com� - - — - — — - — - — - — - — - — - — -------- PROJECT: LAM'S SEAFOOD MARKET TUKWILA, WA RE, D CITY OF TUKWILA MAY 13 2019 PERMIT CENTER SEAFOOD MARKET NOTES: SHEET NAME: 1) REFER TO SHEET F3.1 FOR CORRESPONDING ITEM SCHEDULE. NOTES: ) REFER TEM E C R SCH EDULE. D 0 S UL E SHEET T CORRESPONDING 2) SEE F7ENLARGED PLANS: ITEM PLAN - SHEET F3.2 MEAT/FISH PREP. S T 3 P 0 - SHEET F3.3 PRODUCE PREP/BREAK ROOM 3) CONTACT "SEA WATER VISIONS" FOR INFORMATION STATUS: REV, 4 REGARDING ALL LIVE TANK EQUIPMENT. SEA WATER VISIONS SHEETNO.: MIKEE TOM DATE: 5,3.2019 IKE Tom MIKETOM@SEAWATER�4SIONS.COM 760-747-0513 SCALE: 3/32" 1' F3. 0 FOOD MARKET DESIGNS 221 2ND Street, #3 Langley, WA 98260 P: 360-222-2363 L FOOD MARKET D Sle MESIGNS DESIGNING THE MODERN MARKET Ww—W.foodmarketcles' PROJECT: SHEET NAME: ITEM PLAN (ENLARGED MEAT/FISH PREP) STATUS: REV. 4 DATE: 5.3.2019 SHEET NO_ SCALE: F3.2 P I 7A I ❑ ❑ ❑ -------------- P ` -- — --------I ----------- — — — --- - — — -- — 25 - --- —__------....__------ -�__.--------- .------ -- _❑ ____ _ - -_ 16 BD BD 77 _ 14 13 j 14 14 BD I 29 P P P 26 12 11 _ =_ — I ( BD - ❑1 p I - , 26 ' _—_—_—_�—_—_—_— ._ _—_— __—__—_—_—_—_—_—_—_—_ P i 15 r � ` , P 26 i 18 L— P 21 ❑ P - I i on P i rp F 1 26 fftji 19 IFF_ 21 II i 26---------------- i P 17 T 10 26 16 I , I j 1 ❑ `--------" ----- BD BD BD I j - —-------- 21 21 I 18 - BD BD - B7 - BD BDO 19 BD I 19 i 22 23 59 — — ---- — — — — — - -- — — — — BD I ----------- T--------- --------- 25 P j 2 BD ❑❑ BD 26 i=________: --_= 19 -- 24 i p 20 ---------------- I I BID --- F 10 BD BD BD BD ( BD 28 27 27 28 30 - ___-___________ I ❑ - ---------------- ---------------- BD - 9 I ---- - I I BD BD BD 29 31 i 8 7o _---__-__ 19 U I I I I I I i 30 i( - - — — - — —---------- L — I — — — — — I �___ o I I I I I I � I ❑ I I TENLARGED ITEM PLAN @ PRODUCE PREP. AND BREAK ROOM SCALE: 4" = 1' EQUIPMENT SCHEDULE (PRODUCE PREP. AND BREAK ROOM) ITEM DEPT DESCRIPTION CITY MODEL BRAND SUPPLIER INSTLBY BUILDING BO-1 BUILDING CHECKSTAND 6 CUSTOMCASEWORK - PEI PEI BD-2 BUILDING QUICK CHECKSTAND 2 CUSTOM CASEWORK PEI PEI 8D-3 BUILDING CHECKSTANO DISPLAY 3 CUSTOM CASEWORK PEI PEI BD4 BUILDING CHECKSTAND COUNTER 3 CUSTOM CASEWORK - PEI PEI BD -,IA BUILDING CHECKSTAND CASEWORK DELIVERY & INSTALLATION 1 - PEI PEI BD-S BUILDING BULK RICE PALLETS 8 - _-_ - OWNER OWNER BD-6 BUILDING LOTTO MACHINE 1 OWNER OWNER BD-6A BUILDING LOTTO MACHINE (COUNTERTOP) 1 OWNER OWNER BD-7 BUILDING ATM 1 - - OWNER OWNER BD-8 BUILDING BULKJERKY CASE 2 PW48 SPARTAN SHOWCASE PEI PEI BO-9 BUILDING TSHOWCASE 2 F1605A SPARTAN SHOWCASE PEI G.C. BD-9A BUILDING CORNER SHOWCASE 1 F1634SCLA SPARTAN SHOWCASE PEI G.C. BD-9B BUILDING 4' SHOWCASE 1 F1604A SPARTAN SHOWCASE PEI G.C. B040 BUILDING SERVICE CENTER COUNTER WJUPPERS 1 CUSTOM CASEWORK - PEI PEI 8D-l0A BUILDING DOUBLE ACTION SWING DOOR-36" W x26" H 1 SCPCF ELIASON PEI G.C. BD-11 BUILDING POS(COUNTERTOP UNIT) 1 - - OWNER OWNER BD-11A BUILDING SCALE (COUNTERTOP UNIT} 1 - - OWNER OWNER BD-12 BUILDING AIR DOOR 1 ETD-2-72 POWAIRED AIRE G.C. G.C. BD43 BUILDING SHOPPINGCARTS REGULAR 56 TECHNIBILT OWNER OWNER BD-13A BUILDING SHOPPING CARTS DOUBLE 26 TECHNIBILT OWNER OWNER BD-14 BUILDING HOT WATER HEATER 1 - G.C. G.C. BD-14A BUILDING HEAT RECOVERY SYSTEM 1 - THERMA-STOR OWNER G.C. BD-15 BUILDING REFRIGERATION COMPRESSOR RACK & CONDENSER 1 SEE REFRIGERATION DWG HUSSMANN OWNER R.C. BD-16 BUILDING IMPACT DOOR 72"WX96"H 1 HCP-10 PAIR ELIASON OWNER G.C. BD-16A BUILDING STAINLESS FRAME WRAP 1 CUSTOM - PEI PEI BD-17 BUILDING STORAGE SHELVING-36" D XLEE" N 1 - MADER OWNER OWNER BD-17A BUILDING STORAGE SHELVING-24"(D)%120"(Hj 1 - MADIX OWNER OWNER BD-18 BUILDING REFRIGERATOR 1 -- - OWNER OWNER BD49 BUILDING BREAKROOMCOUNfER W(UPPERS 1 - - OWNER OWNER BD-20 BUILDING DROP -IN HAND SINK 1 PB-DISINK101410 JOHN BOOS OWNER G.C. GOOSENECK FAUCET, 3" 1 PBF-4DM-3GLF JOHN 1300S OWNER G.C. BO-21 BUILDING VENDING MACHINE 2 - OWNER OWNER BD-22 BUILDING LUNCHROOM COUNTER 1 _- - - OWNER OWNER 80-23 BUILDING CHAIRS COUNTER HEIGHT 4 -- - OWNER OWNER BD-24 BUILDING LUNCHROOM TABLE 1 - - OWNER OWNER BO-25 BUILDING CHAIRS TABLE HEIGHT 6 - - OWNER OWNER 80-26 BUILDING LOCKERS [TOTAL LOCKER DEFY =11) 2 -- OWNER OWNER BD-27 BUILDING WALL MOUNT RESTROOM SINK 3 -- _- - G.C. G.C. 130-28 BUILDING TOILET R -- - G.C. G.C. BD-29 BUILDING MOP SINK 3 PBMS-C-2016 JOHN BOOS PEI G.C. SERVICE SINK FAUCET 3 PBF-SS-6 JOHN BOOS PEI G.C. BD-30 BUILDING CARDOOARD BALER(60") 1 OWNER OWNER BD-31 BUILDING PLASTIC BALER 35") 1 OWNER OWNER BO-32 BUILDING RECE VING DESK 1 OWNER OWNER BD-33 BUILDING COMPACTOR 1 - - OWNER OWNER BD-34 BUILDING SEATING TABLES (24" X 24") PEI PEI BD-3S BUILDING SEATING CHAIRS 80 - - PEI PEI BD-36 BUILDING IMPACT DOOR(36"W X 84"H) 1 - - OWNER G.C. BD-36A BUILDING STAINLESS FRAME WRAP 1 CUSTOM - PEI PEI BD-37 BUILDING GROCERY SHELVING22"BASE X72" H [BASE i6 1 - - OWNER PEI BD-38 BUILDING MANGER'S OFFICE DESK 1 OWNER OWNER BD-39 BUILDING DESK CHAIR 4 OWNER OWNER BD-40 BUILDING FILE CABINET 2 OWNER OWNER BO-41 BUILDING MAIN SAFE 1 TITAN SERIES A LOOM75 VENDOR VENDOR BD-42 BUILDING TILL SAFE 1 NML-12+2 VAULT STRUCTURES PEI PEI BD-43 BUILDING ACCOUNTING DESK 1 -- - OWNER OWNER BD-44 BUILDING NANDI-CAP CARTS 2 AMIGO MART CART OWNER OWNER BD-45 BUILDING WALKIE STACKER 1 FC4020-50 CROWN OWNER OWNER BD_ BUILDING CART BUMPER 1 CB ALVARADO PEI G.C. 80-47 BUILDINGSTANDBY GENERATOR 1 SG150 GENERAC OWNER G.C. BD-48 BUILDING PALLET GUARDS 35 DSS-12 ALVARADO PEI G.C. BD-49 BUILDING MISC. EQUIPMENT RECEIVING & INSTALLATION 1 -- - G.C. G.C. BD-50 BUILDING HAND BASKETS CARTON OF 12 -TOTAL OF 24 2 -- - OWNER OWNER BD-51 BUILDING MANUAL PALLETJACK 2 PTH-50 OWN OWNER OWNER BD-52 BUILDING REFRIGERATION MATERIALS & INSTALLATION 1 - PEI R.C. 80-53 BUILDING ELECTRIC LIFT 1 OWNER OWNER BO-54 BUILDING RESTROOM SINK 4 IDIAPER G.C. G.C. BD-55 BUILDING URINAL 1 - G.C. G.C. BD-56 BUILDING BABY CHANGER (RECESSED) 2 DEPOT OWNER G.C. BD-57 I BUILDING IDRINKING FOUNTAIN 1 -- - G.C. G.C. BUILDINGGONDOLA SHADOW BOX 1 CUSTOM CASEWORK - PEI PEI BUILDING GONDOLA SHADOWBOX 1 CUSTOM CASEWORK - PEI PEI BUILDING TIME CLOCK 1 -- - OWNER OWNER BUILDING KITCHEN EXHAUST HOOD& ANSUL SYSTEM INSTALLATION DEMO 1 - - PEI PEI rBD-5$A BUILDING WALK-IN INSTALLATION 1 - - PEI PEI BUILDING MUSIC SYSTEM, TV'S,&SOUND SPEAKERS 1 - - OWNER OWNER BUILDING CABINETRY INSTALLATION 1 - PEI PEI BUILDING SECURITY CAMERAS&INSTALLATION 1 -- - OWNER OWNER BUILDING DATA,VOICE,& CABLE COMMUNICATIONS L - OWNER OWNER BUILDING OVERHEAD HEATERS 3 P40U-W SCHWANK G.C. G.C. BD-67 I BUILDINGPOS HARDWARE, SOFTWARE & INSTALLATION 1 OWNER OWNER BD-68 I BUILDING IWIRELESS ACCESS POINTS 1 - OWNER OWNER BD-69 BUILDING IMISC. STAINLESS STEEL BUDGET ITEM 1 - PEI PEI BD-70 IBULDING U-BOAT 4 - OWNER OWNER SD-71 BULDING SIX WHEEL CARTS 4 ____ OWNER OWNER BD-72 BUILDING HAND TRUCK 2 - - OWNER OWNER BD-73 BUILDING FLOOR SCRUBBER 1 - - OWNER OWNER BD-74 BUILDING HIGHCHAIRS 4 -- - OWNER OWNER BOJS BUILDING BUG ZAPPERS 4 - - OWNER OWNER BD-76 BUILDING SCALE SOFTWARE, CALIBRATION,&CONFIGURATION 1 HCT - PEI PEI BD-77 BUILDING FROZEN FOOD DISPLAY 1 CUSTOM CASEWORK - PEI PEI BD-78A BUILDING CLOTHESWASHER 1 I OWNER OWNER BD-78B BUILDING CLOTHES DRYER 1 -- - OWNER OWNER BD-79 BUILDING DAIRY bISPLAY i NSTOM CASEWORK - PEI PEI 911-11 BUILDING GROCERY GONDOLA SHELVING INSTALLATION 1 - - PEI PEI BD-H2 BUILDING CONSTRUCTION 1 - - G.C. G.C. BD-83 BUILDING ELECTRICAL 1 - - G.G. G.C. BD-84 BUILDING PLUMBING 1 G.C. G.C. BD-85 BUILDING HVAC 1 G.C. G.C. BD-86 BUILDING MISCELLANEOUS CASE TRIM PARTS 1 - PEI R.C. BD-87 BUILDING MISTING& FOGGER SYSTEM INSTALLATION 1 PEI PEI 80-88 BUILDING MAIN & VINE EQUIPMENT DELIVERY 1 - - PEI PEI BD-89 BUILDING SANITARY DISPENSER, WALL MOUNT L B-2706-25 BOBRICK PEI G.C. BB-90 I BUILDING ]SANITARY NAPKIN TRASH WALL MOUNT 3 B-270 BOBRICK PEI G.C. BD-89 BUILDING FROM -END BUILDING SMALLWARES 1 - -- PEI OWNER PRODUCE P-1 PRODUCE EURO TABLES, 36 X 36 4 ET-06 MARCO OWNER OWNER P-2 PRODUCE SCALE 6 SW10211 MARCO PEI G.C. P-2A PRODUCE SCALE STAND 6 BSC-1 MARCO PEI G.C. P-3 PRODUCE 24'MULTI-DECK PRODUCE 1 DSX-LEP HUSSMANN OWNER R.C. P-38 PRODUCE END PANEL RN -BOXED 1 - - PEI R.C. P-3C PRODUCE CASE SHELVING -22"X48"-2.5"PLEXI PRODUCT STOP UNLIT 24 PEI R.C. P-4 PRODUCE SPARE NUMBER 0 P-5 PRODUCE PRODUCE ISLAND DISPLAYS 1 - ALCO OWNER G.C. P-6 PRODUCE 24' MULTI -DECK PRODUCE L DSX-LEP HUSSMANN OWNER R.C. P-68 PRODUCE IEND PANEL LH - BOXED 1 - - PEI R.C. P-6C PRODUCE CASE SHELVING - 22" X 48" - 2.5" PLEXI PRODUCT STOP - UNLIT 24 PEI R.C. P-7 PRODUCE 201MUTU-DECK PRODUCE 1 DX4LN KYSOR-WARREN OWNER R.C. P-7A PRODUCE MISTING SYSTEM L - - OWNER PEI P-8 PRODUCE THREE COMPARTMENT SINK 1 - - OWNER G.C. P-9 PRODUCE WALL MOUNT HAND SINK 1 PBHS-W-KVMB-SSP JOHN BOOS PEI G.C. P-10 PRODUCE 9' PREP SINK TABLE 1 CUSTOMSEE SPEC DWG JOHN BOOS PEI G.C. PRE -RINSE UNIT 2 PB.PRW-1 - ADD -ON FAUCET 2 PIT-AD-lOLF - SPLASH MOUNT MOUNTING KIT 2 P8.DMMK-90TWISTHANDLELEVERWASTE 2 PB-LWR-QLEVERWASTESUPPORTARMBRACKET 2 PB.LWB P-11 PRODUCE WRAPPER 1 HEATSEAL EQ.—EN OWNER P-12 PRODUCE SCALE -PRIMER 1 - HOBART OWNER P-13 PRODUCE TSTAINLESS TABLE 1- - OWNER P-14 PRODUCE 6' STAINLESS TABLE 1 - - OWNER P-35 PRODUCE DESK 1 - - OWNER P-16 PRODUCE 7'STAINLESS TABLE 1 -- - OWNER P-17 PRODUCE 7' STAINLESS TABLE 1 OWNER OWNER P-18 I PRODUCE ISSTAINLESS TABLE 1 - - OWNER OWNER P-11 PRODUCE PROOUCEWALKIN 1 SEE WALK-IN DWG CROWN TONKA PEI R.C. P-19A PRODUCE EVAPORATOR COILS 4 SEE REFRIGERATION DWG - PEI R.C. P-20 PRODUCE PRODUCE WALK-IN PALLETS 22 - - OWNER OWNER P-21 PRODUCE WALK-IN IMPACT DOOR 72"WX96"H) 1 HCG-10 (PAIR) ELIASON PEI RC. P-22 PRODUCE SPARE NUMBER 1. - - - - P-23 PRODUCE PRODUCE DISPLAY 1 CUSTOM CASEWORK - PEI PEI P-24 PRODUCE PRODUCE AIR DOORS 3 - - G.C. G.C. P-25 PRODUCE PRODUCE DISPLAY 1 CUSTOM CASEWORK - PEI PEI P-26 PRODUCE WIRE WALL SHELVING 1 - - OWNER OWNER P-27 PRODUCE PRODUCE SMALLWARES 1 I- - PEI OWNER tED FUR -MPLIANCE ePROVED MAY 2 4 2019 L ity of Tukwila DING DIVISION RECEIVED CITY OF TUKWILA MAY 13 2019 PERfv11T CENTER FOOD MARKET DESIGNS 221 2ND Street, #3 Langley, WA 98260 P: 360-222-2363 FOOD MARKET ❑� DESIGNS =' DESIGNING THE MODERN MARKET WWw.foodmgLk tdesigns.com PROJECT: LAM'S SEAFOOD MARKET TUKWILA, WA SEAFOOD MARKET SHEET NAME: ITEM PLAN (ENLARGED PRODUCE PREP & BREAK ROOM) STATUS: REV. 4 DATE: 5.3.2019 SHEET NO.: F3.3 SCALE: D C I I I I I I I I A.1 I I I I I LIVE TANK SUPPORT ROOM = SEE LIVE TANK DESIGN DOCUMENTS PROVIDED BY SEA WATER VISIONS FOR ALL LIVE TANK PLUMBING REQUIREMENTS. 9 I I I I I I I l I 9 I I I I d ------ -------- (�) --------------- --------------- =WED FOR COMPLIANCE APPROVED MAY 242019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA ---- /"� MAY 13 2019 — —---------- PERMIT CENTER FOOD MARKET DESIGNS 221 2ND Street, #3 Langley, WA 98260 P: 360-222-2363 FOOD --- 7 ARKET DESIGNS tsV DESIGNING THE MODERN MARKET —_-------------------- www.foodmarketdesions.com SHEET NOTES: 1) PLUMBING CONNECTIONS SHOWN FOR REFRIGERATED CASES ARE PLACEHOLDERS ONLY. REFER TO PROVIDED REFRIGERATION ENGINEERING DRAWING FOR EXACT PLACEMENT. 2) PLUMBING SPECS/SCHEDULE ON SHEET F6.0 3) CONTACT "SEA WATER VISIONS" FOR INFORMATION REGARDING ALL LIVE TANK EQUIPMENT. SEA WATER VISIONS MIKE TOM MIKETOM@SEAWATERVI SIONS.COM 760-747-0513 PROJECT: LAM'S SEAFOOD MARKET TUKWILA, WA PLUMBING LEGEND SEAFOOD MARKET �. = DIRECT WASTE ®= HOT WATER SHEET NAME: = COLD WATER Fs = FLOOR SINK PLUMBING CONNECTIONS —a = DRAIN CONNECTION ®= TRENCH DRAIN STATUS: REV. 4 ®= FLOOR DRAIN DATE: 5.3.2019 SHEET NO,: t = HOSE BIB SCALE: 3/32" = 1' F5.0 It ® -- RECEIVED CiTY OF TUKWILA MAY 13 2019 PERMIT CENTER a .2 7 0jEO FOR ;OMPLIANCE APPROVED CRY V111 AY 2 4 2 019 C ty of Tukwila RY Of Tukwila i 0 DIVISION BUILDING DIVISION I FOOD MARKET DESIGNS 221 2ND Street, #3 Langley, WA 98260 P: 360-222-2363 ---I FOOD MARKNSET DESIG DESIGNING THE MODERN MARKET www. foodmarketdasjans,com PROJECT: SHEET NAME: ELECTRICAL AND PLUMBING SPECS. STATUS: REV. 4 DATE: 5.3.2019 SHEET NO,: SCALE: 3/32" = 1' F6. 0 CURB SECTION DETAILS FRAMED WALL CHAMFER CORNERS CHAMFER CORNERS 51 2 PIN CURB TO TO LOOK 8" SECTION 1 FREEZER PANEL WALL -WALK-IN FREEZER- CHAMFER CORNERS 52" PIN CURB _ O FLOOR RECESSED 4" FREEZER FREEZER FLOOR PIT SLEEPERS SECTION 2 FREEZER COOLER PANEL PANEL WALL WALL -WALK-IN FREEZER- CHAMFER CORNERS _- 2 PIN CURB 0 FLOOR RECESSED 6" FREEZER FREEZER FLOOR PIT SLEEPERS SECTION 3 SCALE: FRAMED COOLER WALL PANEL WALL CHAMFER CORNERS CHAMFER CORNERS 5j" PIN CURB TO FLOOR SECTION 4 SCALE 1° = I' FREEZER PANEL FRAMED WALL WALL -WALK-IN FREEZER - CHAMFER CORNERS PIN CURB TO 'C. RECESSED FREEZER PIT 6" FIRE ER SECTION 6 SLEEPERS FREEZER COOLER PANEL. PANEL WALL WALL -WALK-IN FREEZER CHAMFER CORNERS 51, 2 CURB TO TO FLOOR RECESSED FREEZER FREEZER E° FLOOR PIT SLEEPERS SECTION SCALE: �` = I CHAMFER CORNERS CHAMFER'. CORNERS 51. 2 PIN CURB TO FLOOR 6> SECTION 8 SCALE I = i' -------------- (�) —t O ) y +OWED FOR �/ r .c COMPLIANCE APPROVED MAY 2 4 2019 City of Tukwila BUILDING DIVISION FOOD MARKET DESIGNS 221 2ND Street, #3 Langley, WA 98260 P: 360-222-2363 FOOD DESIGNS DESIGNING THE MODERN MARKET www. foodmorketdesigns.com PROJECT: — — — — LAM'S SEAFOOD MARKET _ $ TUKWILA, WA ems, SEAFOOD MARKET PECEIVEHO SHEET NAME: CITY OF T lIMVILA MAY 1 11111 PERMIT CENTER CURBS PLAN - STATUS: REV. 4 rOT SHEET NO.: DATE: 5.3.2019 (} SHEET F8.1 FOR CURBS IN RELATION TOF8.U ENT FIXTURES SCALE: 3 f 32" = 1 (DAA\,\ ---------- IF ---- --- --- --- — — — - - ---- ---- --- --- -- - ---- ---- —4 ----- I EB - - - --- O ------ ----------------------- - - - - - - - - -------------- ------- --------------------- ——————————------- I L 1111111111111111HRUImuttl -------------- ----------------------O----------------- - ------- -- ----- ---- --------------- --------------------------------- -_ IIII IIIII —I�I �-- -- OIIII ---- c;�iIIjl ---------- ----- - ---------- --------------------------------------- - - 9 -------------------------------------- ------ I Q -------------- L-1 - - - - - - - - - - - - - - - - - - - -------- -- - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - ==P0 00 -4 -------------------------- ------ -------------- — -- — ------------------- - ------- O6 FETED 1E compi I APPROVED .......... El MAY 2 4 2019 ------- ------- city of Tukwila j L ----- BUILDING DIVI -- -------- - --------- FOOD MARKET DESIGNS ----------- -------------- --------- ------------------- --- -- ---- ------- — ------------------------------ 221 2ND Street, #3 EF-n AO0 I—L-0 0 _F=`4 APPROVED LBMAY 2 42019 City of Tukwila BUILDING I IVISI D NG D O]N -----j --- --------- - Langley, WA 98260 P. 360-222-2363 mo ----- T7 Z L ----- i i I L ----- i II FOOD MARKET ><><>< DESIGNS x x DESIGNING THE MODERN MARKET ><><><IX1 I -VI I www,foodmarketdesigns.com x ------------------------ iL ----- ji -------------- - ------------------------- -- ----- — ----- PROJECT: --------------------- --------------------- x --------- LAM'S SEAFOOD MARKET TUKWILA, WA ------------------- ----------- ---------- --- ----------- ------ --------------------------- — --------------------------- - i SEAFOOD MARKET SHEET NAME: RECEIVED CITY OF TUKWILA MAY 13 2019 CURBS FIXTURE PLAN PERMIT CENTER STATUS: REV 4 a B DATE: 5.3.2019 SHEET NO.: I-A-0031 SCALE: 3/32" = I' F8.1 --------------- (0 ---------- (�) ----------------- ----------------- ----------------- (�) ----------------- (�) RECEIVED CITY OF TLIKWILA MAY 13 2019 PERMIT CENTER 0 ;EWED FOR c COMPLIANCE APPROVED MAY 2 4 2019 City of Tukwila BUILDING DIVISION FOOD MARKET DESIGNS 221 2ND Street, #3 Langley, WA 98260 P: 360-222-2363 FOOD DES NS DESIGNING THE MODERN MARKET www.foodmarketdesians.com PROJECT: LAM'S SEAFOOD MARKET TUKWILA, WA SEAFOOD MARKET SHEET NAME: RECESSED PITS PLAN STATUS: REV. 4 DATE: 5.3.2019 SHEET NO.: SCALE: 3/32" = 1' F9• 0 FIrr ----------------------------- ------ --------- FE-=---] F=--D III6 ---------- ----------------- 31 ------ JL- � ------------------- L ---- j 7T-1 TI L J -1 M Em -4- � + -�i � �l, I �I - ------------ - --------- L --M—ftlifff -j� I I h L L X L L J r r 1 r r L L 7— i ------------ El ------ -------- -- ---- �� ------ ------ - ---- -- F --71' rilk .. ......... -J11F - - 'q 7RD FOR '— COMPLIANCE APPROVED -------------- PAAY 2 4 2019 City of Tukwila BUILDING DIVISION FOOD MARKET DESIGNS 221 2ND Street, #3 Langley, WA 98260 P: 360-222-2363 --- - I FOOD ------------------------------ MARKNSET DESIG4W DESIGNING THE MODERN MARKET www.foodmorketdesigns.com PROJECT: LAM'S SEAFOOD MARKET TUKWILA, WA RE EIVEI!D R c CITY 07 TUWIL.A, SEAFOOD MARKET MAY 13 2019 SHEET NAME: PER110IT CENTER LIGHTING PLAN NOTES: 1) ELECTRICAL CONTRACTOR TO SUPPLY HANGING STATUS: REV. 4 & MOUNTING HARDWARE FOR LIGHTING 2) ELECTRICAL CONTRACTOR TO SUPPLY AND DATE: 5.3.2019 SHEET NO.: WIRE EMERGENCY & EXIT LIGHTING, OCCUPANCY SENSORS AND TOGGLE SWITCHES PER CODE REQUIREMENTS. SCALE: 3/32" = 1, F1 0. 0 AEW-1 SSMH 1723 6" DI IE 22.85 W IM 25.2- PIPE HAS TURN DOWN 8"PVC IE12.65S - 18" IE 12.19 E&W - (CENTER CHANNEL) ---SO i 0 POWER JUNCTION BOX © POWER VAULT - STREET UGHT Q POWER TRANSFORMER e CABLE TV RISER a CROSSWALK POST SINGLE BUTTON - o CO CLEANOUT O SANITARY SEWER MANHOLE 13 CATCH BASIN (0) STORM DRAIN MANHOLE < CULVERT R FIRE DEPARTMENT CONNECTOR FIRE HYDRANT MICV IRRIGATION CONTROL VALVE 83 WATER METER. m WATER VALVE 92 GAS METER GAS VALVE • BOLLARD {� SET BENCHMARK FOUND MONUMENT IN CASE YYB DOUBLE YELLOW BUTTONS - C[j CMU RETAINING WALL c� EXISTING RETAINING WALL CONCRETE PAVING ASPHALT PAVNG �r BUILDINGS 12"CY CHERRY 0 `�../ 12"M MAPLE p POWER UNE T TELECOMMUNICATIONS LINE C CABLE UNE W WATER UNE W WATER UNE PER RECORD G GAS LINE X-X X- CHAIN LINK FENCE UNE (CLFNC) SS--- SANITARY SEWER LINE SD-- STORM DRAIN LINE - SD- STORM DRAIN LINE PER RECORD GB 1§47 SSMH 1713 LIMITED TOPOGRAPHIC SURVEY RIM 25,24 RIM 25.15 5 4" PVC IE L21.66 8" PVC IE 10.52 N RIM 2CB , 49 CB 18 SS�1L 1687 8PVC IE 18' IE 10.52 W&E 12" CONIC IE 20.48 N RIM 24.258" PVC IE {CENTER CHANNEL) 6" DI IE27.70 S 6" DI IE 22.41 S RIM 25.41 PIPE HAS GOWN NRN 8" PVC IE 10.65 S PIPE HAS DOWN TURN 18" IE 10.66 W -SD 5 N SD S 18" IE 10.54 E CR 66 7 SDMH 2514 CB 251 Q - RIM 25.69 RIM 24.18 BOTTOM-15.59' RIM 24.39 12' DI IE 21.11 S RIM 24.53 WATER 17.8' 12" CONC IE 22.16 S -SDMH 2511 N. RIM 24.36 12"- CPP IE 20.51 E - (DETENTION FACILITY ACCESS MANHOLE) 12" CONC IE 17.83 S 12" CPP IE 20.49 SE - 12" CONIC IE 20.45 N 12" DI IE 17.79 N - RIM 25.24 - 8" PVC IE 11.74 S RIM 24.25 RIM 24.39 Q IE 11.61 N 12" GONG IE 20,62 S 12" CPP IE 20,84 E - a i2" CPP IE 20.84 W W -- KL R BLVD w- w GRAPHIC SCALE SS-S S _ SS - 3S YYB -. "VER17CAl CURE, '- RB -- ---- ---- --30 SS 0 30 60 •-"'""�-a AND '.. .;. 1"=30 --��P_ BASIS OF BEARINGS s HELD A BEARING OF NORTH 11'5W33" WEST ALONG THE MONUMENTED CENTERLINE OF SOUTHCENTER PARKWAY PER RECORD OF, SURVEY BY - _ CHADWICK & WINTERS_ LAND SURVEYING RECORDING NUMBER 9905129003. CPP IE 22.07 E„ j CB 2114 RIM 2482 6" PVC IE 22.91 W 410 CMP IE 22.75 >r tsC J _ SDMH 3414 TPN; 2623049079 \O I RIM 23.94 18" DI IE 17.84 S RIM 23.65 - NOTES 54" IE 16.66 E&W 18 IE 12.73 S RIM 24.38'?` (CENTER CHANNEL) RIM 24.93 1' CONTOURS INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. W 78" IE 12.48E f2" CONIC IE 20.08 N S'PVC IE14.71 S 6" PVC IE 13.7& N THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS RIM 25.10 S FOR VERTICAL ACCURACY OF ONE HALF THE CONTOUR INTERVAL. 12" CPP IE 19.94 N /� ) .� I 24 O SD SD S le CPP IE 19.94 S ; 1 .:N RM24.45 RFACE EVIDENCE - "'!(( ' (6 _--_-_--� ( UNDERGROUND UTtUTIES WERE LOCATED BASED ON 7HE SU ., .4 ry SSMH 2 3 6" DI IE 22.93. W OF UTILITIES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.). �-'); i - {``'' y i-` - --- ,, PIPE HAS DOWN TURN T HALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE :°:� -'-� `,• :;- , a� ry m .._�. ,,. ,:r. THE CONTRACTOR N( '` P TO CONSTRUCTION � � � - -- �- ------------L--- 24 DI IE 12.61 N ` _ r -- OF EXISTING UTILITIES RIOR , i 11 VCLFNC 391.70' RIVER ROCK STRIP 24:;^•„ .i) '" q - 25 LLIDEPICTED ON THIS MAP REPRESENTS THE RESULTS .s s THE INFORMATION M,: EBti ;1 J2/ OF A SURVEY CONCLUDED ON SEPTEMBER 25; 2018 AND CAN ONLY BE r' I v FOUNI CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT a• I T` TIME. �x {" *:';, / CULY 12"CMP IE 22.49' E CONG RIM .23.34 -,,.1• r-3. 5,:, aQ1_ i 16" CONC IE 17.79 5 � ; ;0--x---r.y`^ PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE +•-� 16" CONC IE 17.42 N / ry- ryy 25 �' S FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY SDMH 16 I OCDA i�' -*-�"^;-4 --•-G. t C, S :, (,(J TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT. RIM 25.70 �/- -24- �2 t• *"` - MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING 'GPS - 24" CMP IE 16.30 S }�25 a W SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA 24" CMP IE 16.30 N 26 t CO -CO U) ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES TOP 24" STAND PIPE 20.20 N O_ RIM 23.36 , RIM 24.03 TBM A p w, CV� AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WATER t7•B n 1 12" PVC IE 18.59E I 4" PVC IE 21.40 S ELEV a 27.83' z. +• • f 6" DI IE 21.22 E - WACS 332-130-080/090. '. t SET 'X' ON TOP WESTERLY BOLT CO 12" PVC IE 18.56 W i �^ N 1 DO NOT ENTER TEMPORARY BENCHMARKS OF ECO BLOCK WALL 'y w 10' ELECTRIC OIL/WATER SEPARATORS - RIM 25.69 I Z rn Iy i ESMT. REC. N0. i6 - �}TBM 'A' UNABLE TO MEASURE DUE TO LOW p i 7610120665 O f CEILING AND PIPES BEING HIGH IN �•: .SET 'X' ON TOP WESTERLY 3 4 BOLT IN ECO-BLOCK WALL AT / � SOUTHEASTERLY END OF TOPOGRAPHIC MAPPING: STRUCTURE I � I U i ELEVATION: 27,83' i 'y a 15' UTILITY ESMT. 13 $TBM '8' REC. N0. 7207175017 SET MAG NAIL W/AXIS CONTROL WASHER IN PARKING LOT t4' EAST OF 60' RESTRICTIVE NO i I O NORTH END OF PLANTER ISLAND IN FRONT OF PARTY CITY. 14 BUILDING COVENANT -25' 35' Fi 25' ELECTRIC ESMT. ELEVATION: 2a.4r REC. NO. 7210200584 Q REC. NO. 8411290968 ' ' 7205300498.--DOCUMENTS NOT PROVIDED FOR ESMTS. DELINEATED ON THE FACE OF THE PLAT OF UPLAND DRIVE CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER 9905129003, IN VOLUME 129 OF SURVEYS, AT PAGE 173, IN SCHEDULE B SPECIAL EXCEPTIONS CONTAINED WITHIN THIS DOCUMENT-- BUSINESS PARK CONDOMINIUM RECORDED IN VOLUME 31 OF REC. NO. 8812270337,--AFFECTS SOUTHERLY PORTION OF KING COUNTY, WASHINGTON--NO ESMT SHOWN -- EASEMENTS AND LEGAL DESCRIPTION ARE BASED ON THE ALTA 13 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONDOMINIUM PLATS, PAGE 73, IN KING COUNTY, PARCEL A-- 33 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS COMMITMENT BY FIRST AMERICAN TITLE INSURANCE COMPANY, CONTAINED THEREIN REGARDING UTILITIES PER REC, NO. WASHINGTON.--NO NEW ESMTS-- 25 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING GAS & ELECTRIC PER REC. ORDER NO. NCS-906286-WA1, DATED MAY 3, 2018. AT 7:30 A.M. 7207170517.--SHOWN- - 20 SUBJECT TO TERMS, PROVISIONS, REQUIREMENTS AND CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER NO. 20010216000200. --AS CONSTRUCTED— 14 SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR LIMITATIONS CONTAINED IN THE HORIZONTAL PROPERTY REC. NO. 8812270337.--AS CONSTRUCTED-- 34 PERTAINS TO LEASE. 1 PERTAINS TO REAL ESTATE EXCISE TAX. - EASEMENTS PER REC: N0. 721020p584 AND REGIMES ACT, CHAPTER 156, LAWS OF 1963 (RCW64.32) AS 26 SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE 35 PERTAINS TO LEASE. 2 PERTAINS .TO GENERAL TAXES, 7305020527.--SHOWN-- NOW AMENDED OR AS IT MAY HEREAFTER BE AMENDED. --NO DOCUMENT ENTITLED "AGREEMENT", EXECUTED BY"AND 36 PERTAINS TO LEASE. 3 PERTAINS TO GENERAL TAXES 15 SUBJECT TO THE TERMS, PROVISIONS AND EASEMENT(S) ESMTS-- BETWEEN CITY OF TUKWILA, A WASHINGTON MUNICIPAL 37 PERTAINS TO LEASE. 4 PERTAINS TO GENERAL TAXES. CONTAINED IN THE DOCUMENT ENTITLED "RECIPROCAL 21 SUBJECT TO ANY ASSESSMENT NOW OR HEREAFTER LEVIED CORPORATION AND PACIFIC NORTHWEST GROUP A -A JOINT 38 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS 5 PERTAINS TO CITY LIEN. TAXES. EASEMENT" RECORDED SEPTEMBER 13, 1974 AS RECORDING UNDER THE PROVISIONS OF THE CONDOMINIUM DECLARATION VENTURE, RECORDED SEPTEMBER 27, t997 AS INSTRUMENT CONTAINED THEREIN REGARDING GAS PER REC. NO. 6 PERTAINS TO CITY UEN OF UPLAND DRIVE BUSINESS PARK OWNERS ASSOCIATION, OR NO. 9109270299 OF OFFICIAL RECORDS --NO ESMTS-- 20030410000831.--AS CONSTRUCTED-- 7 PERTAINS TO CITY LIEN. NO. 7409130481 OF OFFICIAL RECORDS --AFFECTS ANY AMENDMENT(S) THERETO, OR UNDER THE BY-LAWS 27 PERTAINS TO LEASE. 39 PERTAINS TO LEASE. 8 PERTAINS TO CITY LIEN. SOUTHERLY PORTION OF PARCEL A-- 40 PERTAINS TO LEASE. CITY LIEN. - 16 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS ADOPTED PURSUANT TO SAID DECLARATION NONE DUE AND 28 PERTAINS TO LEASE. 9 PERTAINS TO C PAYABLE --NO ESMTS-- 29 SUBJECT TO THE TERMS, PROVISIONS AND EASEMENT(S) 41 SUBJECT TO THE FOLLOWING MATTERS DISCLOSED BY AN _10 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER. 22 SUBJECT TO THE EASEMENT CONTAINED IN -THE DOCUMENT CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION OF ALTA/ACSM SURVEY MADE BY MILLMAN NATIONAL LAND CONTAINED THEREIN REGARDING ROAD AND UTILITIES PER REC. N0. 761Q120665, St OWN - SERVICES WITH A LAST REVISED DATE OF NOVEMBER 2, 2012, REC. NO. 6050874,- --SHOWN-- 17 SUBJECT TO RESERVATION OF MINERAL RIGHTS PER REC. NO. ENTITLED "BINDING SITE IMPROVEMENT PLAN FOR UPLAND RECIPROCAL ACCESS AND PARKING EASEMENT AGREEMENT" DESIGNATED JOB NO. 27806: 11 SUBJECT TO RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES,. 7806080783: -NOT PLOTTABLE-- DRIVE PARK" RECORDED SEPTEMBER 06, 1984 AS RECORDING RECORDED AUGUST 21, 1998 AS RECORDING N0.'9808210837 c SUBJECT'S BUILDING LIES A MAXIMUM DISTANCE OF 2.6 FEET EASEMENTS AND PROVISIONS, IF ANY, AS CONTAINED AND/OR 18 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS NO. 8409060875.--NO NEW ESMTS-- OF OFFICIAL RECORDS --BLANKET ESMT-- ) - OVER THE WESTERLY LINE OF A 15' WIDE UTILITY EASEMENT DELINEATED ON THE FACE S, THE PLAT OF NTAI ND'S CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER 23 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS 30 PERTAINS TO LEASE. TRIAL PARK RECORDED IN VOLUME D's PAGE REC. NO. 7901080562,--AS CONSTRUCTED-- CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER 31 PERTAINS TO LEASE. b) SUBJECT'S BUILDING LIES A MAXIMUM DISTANCE OF 12.6 FEET TUKYdLA INDUSTRIAL 19 SUBJECT TO RESTRICTIONS, CONDITIONS, DEDICATIONS, NOTES, REC. NO. 8411290968.--SHOWN-- 32 SUBJECT TO EASEMENT AS DELINEATED ON THE FACE OF THE OVER THE WESTERLY LINE OF A 25' WIDE PUGET SOUND 8, IN KING COUNTY, WASHINGTON--ESMTS SHOWN-- EASEMENTS AND PROVISIONS, IF ANY, AS CONTAINED AND/OR 24 SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS SURVEY RECORDED MAY 12, 1999 UNDER RECORDING NO. POWER AND LIGHT UTILITY EASEMENT 12 SUBJECT TO EASEMENTS CONTAINED THEREIN PER REC. NO. -----'I,se�--------- ' 36,05' RAILROAD HORIZONTAL DATUM 11 R/W ESMT. HORIZONTAL DATUM:NAD '83/11 GPS 2011 WASHINGTON NORTH ZONE - "---OUTFALL POND AREA {DENSE SHRUB VERTICAL DATUM NAVD '88 PER CITY OF TUKWILA POINT NO. F-14, 3" BRASS DISC MARKED "SURVEY MON"AS FOUND IN THE BACK OF WALK. - ELEVATION: 27.27 NW f'' - �6'CLFNC 5'CLFNC SW&SEE LEGAL DESCRIPTION - / j PARCEL A: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, �;4.4' AND OF THE SOUTHWEST QUARTER OF THESOUTHEASTQUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, AND OF THE NORTHEAST QUARTER OF THE i NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, / WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: / - BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF \_30' RAILROAD R/W, ESMT. 11 - SAID SECTION 35; THENCE SOUTH 87'4408•EAST ALONG THE NORTH LINE OF SAID NORTHEAST . QUARTER A DISTANCE OF 140.16 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 02'2442"WEST PARALLEL TO THE WEST LINE OF SAID - NORTHEAST QUARTER -A DISTANCE OF 894,23 FEET TO THE NORTH UNE OF - THE SOUTH 430 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST 19. QUARTER OF SAID SECTION 35, IE 21.39 W THENCE NORTH 87'5009•-WEST ALONG SAID NORTH LINE A DISTANCE OF TO THE EAST OF THE QUARTER Of. THE IE 21.39 SW SECTION 35;RTHEAST NORTHWEST140.16 QUARTER OF SAID e IE 21.28E THENCE NORTH 87'5067WEST ALONG THE NORTH LINE OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A - DISTANCE OF 177.29 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF THE MESS - - BROTHERS COUNTY ROAD NO 972; - THENCE NORTH.it'5933•+WEST ALONG A LINE 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHTANGLESFROM SAID EASTERLY MARGIN A DISTANCE OF 1771.86 FEET; - - THENCE CONTINUING ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY - ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET, AN ARC - DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 1YO808v - THENCE NORTH Ot'O835"EAST ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY A DISTANCE OF 285.11 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; - THENCE SOUTH 87'5533-*AST ALONG SAID NORTH LINE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 28: THENCE SOUTH 87'5502-EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 140.16 FEET; THENCE SOUTH O1'1245WEST PARALLEL TO THE WEST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 1318.77 FEET TO THE TRUE POINT OF BEGINNING; . EXCEPT THE NORTH 2 FEET OF THAT PORTION OF THE SOUTHEAST QUARTER. OF THE SOUTHWEST QUARTER AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'5502�AST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, A DISTANCE OF 140.16 FEET; - t - THENCE SOUTH 01'1285 WEST -PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER,.A DISTANCE OF 490.00 FEET; THENCE NORTH 88'4735WEST, A DISTANCE OF 738.90 FEET TO A POINT.6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES. FROM THE EASTERLY MARGIN OF MESS BROTHERS COUNTY ROAD NUMBER 972;- THENCE NORTH 11'5933WEST ALONG SAID LINE 6.00 FEET DISTANT.. NORTHEASTERLY MEASURED AT RIGHT ANGLES FROM SAID EASTERLY - - MARGIN, A DISTANCE OF 7.73 FEET TO A POINT OF CURVATURE; I - THENCE CONTINUING ALONG SAID LINE 6,00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES FROM SAID EASTERLY MARGIN, ALONG A - AD &TACK IN FEET AN ARC DISTANCE - CURVE TO THE RIGHT HAVING A `RADIUS OF 919.37 EE MONUMENT IN CASE - OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13.0808- - THENCE NORTH 01'0835"EAST ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, ,FROM SAID EASTERLY - MARGIN, A DISTANCE OF 285.11 FEET TO THE NORTH LINE OF THE T OF THE SOUTHWEST QUARTER OF SAID SECTION 26; SOUTHEAST QUARTER THENCE SOUTH 87'55,53.8AST ALONG SAID LINE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26 ANDTHETRUE POINT OF BEGINNING, - AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST _ 1 QUARTER OF THE AFOREDESCRIBED PARCEL LYING SOUTH OF THE NORTH 2.00 FEET OF SAID DESCRIBED PARCEL AND ALSO LYING NORTHWESTERLY OF - A CURVE HAVING A RADIUS OF 35.00 FEET AND WHICH IS TANGENT TO THE - I - .-.. SOUTH .LINE OF THE SAID NORTH 2.00 FEET AND ALSO TANGENT TO A LINE PARALLEL WITH AND 5.00 FEET WEST AS MEASURED AT RIGHT ANGLES TO - D IFQR THE WEST LINE OF THE AFOREDESCRIBED PARCEL, AS CONVEYED TO THE MPLIANCE CITY OF TUKWILA FOR MINKLER BOULEVARD BY WARRANTY DEED RECORDED -. UNDER RECORDING NUMBER 9408290325, TOGETHER WITH THOSE CERTAIN \,(-FOUND TACK IN LEAD IN CONIC, An ROPED RIGHTS IN A 35 FOOT NO BUILD CORRIDOR AS DEFINED IN tG DOWN 0.70' IN CASE. RESTRICTIVE COVENANT. RECORDED OCTOBER 20, 1972 AND MAY 2, 1973 05/04/17 IA 2 4 2019 UNDER RECORDING NUMBER 7210200584 AND 7305020527, 1"=2 00"' CONT PARCEL B: BEGINNING AT THE NORTHWEST CORNER OF LOT 4, UPLAND 'S TUKWILA City of Tukwila INDUSTRIAL PARK, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME BUILDING DIVISION 4 OF PLATS, PAGES 8, 9 AND 10, RECORDS OF KING COUNTY, WASHINGTON;- THENCE SOUTH 019245-WEST, 426.63 FEET ALONG THE WEST LINEOFSAID c} SUBJECT'S BUILDING LIES A MAXIMUM LOT THE SOUTHWEST CORNER OF SAID LOT; - - OVER THE EASTERLY LINE OF A 2V WIDE. BUILDING ESOUTH 875504" EAST, 11.45 FEET ALONG THE SOUTH LINE OF SAID THENCE T R 7P RESTRICTION EASEMEN / EC R - I1E6*8 QA9 S� LOT TO A POINT ON A CURVE, THE RADIUS POINT OF WHICH BEARS SOUTH d) SUBJECTS BUILDING APPEARS T U 10' PUGET SOUND POWER & UG1 T(J`D'DF'YeIA E 78-3757"EAST, 410,88 FEET DISTANT; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE 42 PERTAINS TO DEED OF TRUST. APPROVr SOUTHEAST HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE 43 PERTAINS TO FINANCING STATEM NT, 44 PERTAINS TO LEASE.. OF 10*0615v AND AN ARC LENGTH OF 72.48 FEET; THENCE NORTH 2128.48•EAST, 14.49 FEET TO A POINT OF CURVATURE; 45 SUBJECT TO EASEMENT, INCLUDI G'TER gIONS THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT CONTAINED THEREIN REGARDING AS PE G<U HAVING ARADIUS OF 487.45 FEET, THROUGH A CENTRAL ANGLE OF 20140724000746.--AS CONSTR D— 08'0000wANO AN ARC LENGTH OF 67.22 FEET; - 46 PERTAINS TO LEASE. THENCE NORTH 292848•$AST, 41.25 FEET TO A POINT OF CURVATURE; 47 PERTAINS TO LEASE. of Tukwila THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE TO THE RIGHT, - 48 PERTAINS TO LEASE. DINCa DIVISION HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 49 PERTAINS TO LIEN. - 54'1969"AND AN ARC LENGTH OF 389.63FEET; 50 PERTAINS TO LIEN. THENCE NORTH 27*41-86" EAST, 29.92 TO A POINT ON THE NORTH LINE OF SAID LOT WHICH IS 405.00 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 87'5502WEST 405.00-FEET ALONG SAID NORTHLINETO-THE TRUE POINT OF BEGINNING. - SE 1/4, SW 1/4, & SW 1/4, SE 1/4, SEC. 26, TWP. 23N., RGE. 4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON EGRESS EXIT TO REMAIN. DEMO FLOOR 313T 1'-0' NORTH A SHEET NOTES: 1. ALL INFORMATION SHOWN ON THE DRAWINGS IS RELATIVE AND DOES NOT GUARANTEE ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, 2. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND NEW CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. 3. COMPLY WITH ALL RULES AND REGULATIONS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER DEMOLITION WORK. 4. INCLUDE COMPLETE REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS. SALVAGE ITEMS WHERE APPROPRIATE, COORDINATED PICKUP OR STORAGE WITH OWNER. 5. COORDINATE WITH OWNER FOR SHUT-OFF, CAPPING, AND CONTINUATION OF JACKSON MAIN UTILITY SERVICES AS REQUIRED. 6. PROVIDE DEMOLITION TO THE EXTENT REQUIRED TO ACCOMPLISH NEW ARCH I T E C T U RE CONSTRUCTION. REFER TO ARCHITECTURAL (AND CONSULTANT, IF APPLICABLE) 311 FIRST AVENUE SOUTH DRAWINGS. 7. PROTECT STRUCTURAL ELEMENTS FROM DAMAGE DURING DEMOLITION AND SEATTLEWA98104 t 206.324.4800 CONSTRUCTION. WWWJACKSONMAIN.COM 8. REMOVE EXISTING FINISHES AS REQUIRED FOR NEW BUILD OUT. PREPARE WALLS AS REQUIRED FOR INSTALLATION OF NEW FINISH TREATMENT. 9. CLEAN AND PREPARE (IF NECESSARY PER FINISH PLAN) WALL FOR NEW PAINT. 10. CLEAN AND REPAIR WALLS THAT ARE STAINED WITH WATER DAMAGE. 11. ALL EXISTING DOORS, WINDOWS AND STOREFRONT SYSTEMS ARE TO REMAIN IN PLACE U.N.O. 12. CONTRACTOR TO CONFIRM FINAL OPENING SIZE WIDOOR MANUFACTURER. W 0 C) 00 to 0) Uj Cr- T7 01i ry �— LU W 0 5 > Uj U-) -j C.0 - -J c :) W W qT to co 00 0 coo 0 00 LL < < III, LLI LU U)v Z— < < cf) D N":" FF ,ED t-OR :;OMPLIANCE APPROVED MAY 2 4 2019 City of Tukwila BUILDING DIVISION, co - I U r am c RLMEV,�D F r"/ R 0. CODE 0 DE CC CODE CCIVIPL 4CE '* PL E Ap P APPRO D Ro D 4p 5 2019 4p 5 2019 7793 of Tukwila ty f Tukwila ty 0 ILDING DIVISION V--� REGISTERE A CHITEO WE ATT W E SE I0_ STATE OF WAS GION PROJECT NO.: 18027 MGR.: DR WALL LEGEND: ""I- 111ECIEIVIE -f U LA fU PROJECT EXISTING WALL TO BE DEMdM6)F DRAWN BY: LB APR 1 2019 CHECKED BY: ML EXISTING WALL TO BE DEMOLISHED R ERTOT.I.PWRMIT CEW cEm- -DEMOLITION- PER FLOOR PLAN - EXISTING WALL TO REMAIN LEVEL 01 RECEIVED CITY OF TUKWILA 03' MAY 13 2019 1 P.S. 020I8 JACKSON (MAIN ARCHITECTURE PERMIT CENTER G F E D C B 40'-0" 30'-0" 4W-0" 40'-0" j 30'-D" L 20'-0" I 2V-0" I I I SHEET NOTES: 1. ALL INFORMATION SHOWN ON THE DRAWINGS IS RELATIVE AND DOES NOT GUARANTEE ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. 2, NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND NEW CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. 3. COMPLY WITH ALL RULES AND REGULATIONS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER DEMOLITION WORK. 4. INCLUDE COMPLETE REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS, SALVAGE ITEMS WHERE APPROPRIATE, COORDINATED PICKUP OR STORAGE WITH OWNER. 5. COORDINATE WITH OWNER FOR SHUT-OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED. 6. PROVIDE DEMOLITION TO THE EXTENT REQUIRED TO ACCOMPLISH NEW CONSTRUCTION. REFER TO ARCHITECTURAL (AND CONSULTANT, IF APPLICABLE) DRAWINGS. 7. PROTECT STRUCTURAL ELEMENTS FROM DAMAGE DURING DEMOLITION AND CONSTRUCTION. B. REMOVE EXISTING FINISHES AS REQUIRED FOR NEW BUILD OUT. PREPARE WALLS AS REQUIRED FOR INSTALLATION OF NEW FINISH TREATMENT. 9. CLEAN AND PREPARE (IF NECESSARY PER FINISH PLAN) WALL FOR NEW PAINT. 10. CLEAN AND REPAIR WALLS THAT ARE STAINED WITH WATER DAMAGE. 11. ALL EXISTING DOORS, WINDOWS AND STOREFRONT SYSTEMS ARE TO REMAIN IN PLACE U.N.O. 12. CONTRACTOR TO CONFIRM FINAL OPENING SIZE W/DOOR MANUFACTURER. TPO ROOFING TO REMAIN. — v UNLESS NOTED OTHERWISE. �I a �. -I I I ' — — — — j —— — _ — �I II 11H _— - FOR N COMPLIANCE APPROVED i I I I MAY 2 4 2019 --TTCity Of Tukwila BUILDING DIVISION I I RI-viEVtc[3 FOR DO I I II APPC�VEi?N I APR 2 u19 C' of Tukwila i BU ING DIVISION I II 4 Pik CtTYcrrr �� 1itt..A RECEIVEDDEi�O ROOF PLAN RECEIVED AP 12019 CITY OF T UKWILA 1 3t32"=1'B PROJECT P nIT CENTER NORTH MAY 13 2019 l PERMIT CEi4TER J J Q W 0 J 00 w W OWW o F- cl) u') J dQ' fJ) til 0 0 o coo CD �T-- m 00 w �.w`3: J z� 3;:5 J < Nam. 7793 gWASH CT ST PROJECT NO.: 18027 PROJECT MGR.: DR DRAWN BY: LB CHECKED BY: ML ummumffamommmosommmmummmmm DEMOLITION ROOF PLAN 0 21 s JACKSON I MAIN ARCHrrECTURE P.S. 02we _ EXISTING TENANT AREA TO BE nvcn EXISTING EXISTING TRASH TO NEIGHBORING AREA REMAIN TO REMAIN AS IS SITE PLAR 1 1 V= 20W TRUE IV 20' -40RTH I= HANGING ROOF CHAIN TYP. OF 3 mommmommommom 4V W COVERED PATIO BLDG EXPANSION BIKE RACK_, ENTRY TOWER MINKLER BLVD. 27'- 0�� ._I. _ I _:.: _I _ AI I I C .__.I_: 1 .r 1 I _,;��� REFER TO CIVIL FOR RAMP AND 7 SIDEWALK INFORMATION "Z %CCESSIBLE STALLS if CART CORRAL 4!1 PARCEL - - CANOPY 883510-0000 /Z DOWNSPOUT TYP. SEE CIVIL, EXTERIOR COOLER OVER NEW CON RETE SLAB UNDER CA OPX REFER TO STRU T. FOR SLAB DETAIL. REFER TOCIVIL OR RAMP INFORMAJION AL CONDUIT RAWINGS PNRE 84 012OSLABC EACH A STANDBY OR - COORDINATJ SIGN WITH T.I. IS. ACTOR PAD DINGGARAGE RESTRICTIVE BLDG COVENANT SHEET NOTES: A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY, C. REFER TO CIVIL DRAWINGS FOR SITE GRADING AND UTILITY LOCATIONS. D. EXPANSION JOINTS ARE SHOWN ON SITE PLANS, ALL OTHER LINES WITHIN CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CIVIL DRAWINGS. E. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 1:20 IN THE PRIMARY DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 1:50 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CIVIL DRAWINGS. F. CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE, UNLESS OTHERWISE NOTED. G. ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION. PARKING ANALYSIS: BACK PARKING LOT ANALYSIS EXISTING STALLS: 96 EXISTING STALLS TO REMAIN AS IS: 89 PROPOSED STALLS: 2 ADA STALLS PARKING NARRATIVE: THERE ARE 96 EXISTING UNDERUTILIZED PARKING STALLS LOCATED AT THE REAR OF THE SHOPPING CENTER. THIS PROJECT CONSTRUCTS A NEW REAR FACING TENANT MAIN ENTRY WHICH WILL FULLY UTILIZE THE EXISTING REAR PARKING LOT, FREEING UP PARKING ON THE FRONT OF THE SHOPPING CENTER. PARKWAY SUPERCENTER PARKING LOT ANALYSIS PARKING SPACES: 1705 TOTAL GLA: 470,478 SF UNUSABLE AREA- ESTIMATED AT 5% OF TOTAL GLA = 23,524 SF AVERAGE SHOPPING CENTER VACANCY AREA - ESTIMATED AT 5% OF TOTAL GLA = 23,524 SF PARKING CALCULATION NOMINAL AREA = 470,478 SF- 23,624 SF - 23,524 SF = 423,43ISF 423,431 SF / 1000 = 423.4 * 4 = 1693 STALLS REQUIRED PER TMC TABLE 18-5. FOR IEVVED =6 _jE J� 'Al M i NCE MI L t BUILDING A p 'R, F OVED MAY 2 4 2019 City of Tukwila DIVISION R C' V: E D F CODE =0PLIA 2019 of APR kwila B DING DIVISION 2=1111�1' RECEIVED RECEIVED CITY OF TUKWILA CITY OF YUK LA MAY 13 2019 APR 1 2019 Z PERMIT CENTER PE ITCENTER R W < D C) 0 a < 05 00 m O 0 W I.- D - < > iL Lij U-) WW c/) M 7793 REGISTERS A CHITEC TT W W E SE STATE OF WASN.INGTON PROJECT NO:: 18027 PROJECT MGR.: BB DRAWN BY: WB/LB CHECKED BY: ML SITE PLAN A1.00 JACKSON I MAIN ARCHMECTUREP.S. 02018 I I SHEET NOTES: AA p p A PROVIDE PENETRATION FLASHING FOR ALL ROOF TOP EQUIPMENT AND RELATED 3 BB 3 2 CONDUIT AND PIPING. REFER TO PROJECT MANUAL CONTRACT DOCUMENTS, jq� E A8.1)1 A4.02 A,1 F A A4.01 MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS AND QUANTITIES OF D A4.01 C B A' r PENETRATIONS NOT INDICATED ON ARCHITECTURAL ROOF PLAN. Y G F E 80. - 0., i B 1r SLOPE IN OVIDE TALL VALLEYS, TYPICAL, UNLESS OTHERWISE NOTED.MUM I/T PER iZ' SLOPE AT ALL CRICKETS AND MUM 3/8"PER 4' - 5" 9' - 2" 10' -10" 9' - 2" 6' - 5" 4' - 5" 9' - 2" 15, - 5" 1' - 0'\ 1 I 1 / C. COVER VENTILATION OPENINGS WITH CORROSION -RESISTANT INSECT SCREENING. PROTECT VENTILATION OPENINGS AGAINST THE ENTRANCE OF SNOW AND/OR ,�;` EE RAIN. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT JACKS 0 N I MAIN BLOCK THE FREE FLOW OF AIR. i D. ALL ROOF PENETRATIONS TO MAINTAIN REQUIRED FIRE RATINGS) AND TO BE A R C H I T E C T U R E INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 311 FIRST AVENUE SOUTH N I I I I I I ( I I \ E. PROVIDE PENETRATION FLASHING FOR ALL ROOF TOP EQUIPMENT AND RELATED SEATTLE, WA 98104 I 9 I I I I Ri. CONDUIT AND PIPING. REFER TO TO THE PROJECT MANUAL, MECHANICAL AND t 206.324.4800 Q f I o ELECTRICAL DRAWINGS FOR LOCATIONS AND QUANTITIES OF PENETRATIONS NOT W W WJACKSONMAIN.COM NI I UNC IVERED CANOPY TYP. I I "' 0 9' - 0" I , m I / — — INDICATED ON THIS PLAN. F. PROTECT VENTILATION OPENINGS AGAINST THE THE ENTRANCE OF SNOW AND/OR �I I _—.-- ---- "' ``.? a RAIN. WHERE BLOCK THE FREE FLOOR W OF AIR. E VENTING IS INSTALLED, INSULATION SHALL NOT NEW TP0160 MIL ROOF COMPATIBLE WITH NEW ENTRY TOWER +- G. COVER VENTILATION OPENINGS WITHCORROSIION-RESISTANT INSECT SCREENS. I / ' H. PROVIDE VENTING FOR CONCEALED SPACES PER BUILDING CODE. EXISTING h 1'-0 y _ g" STRUCTURE I. ROOF COLOR TO BE DETERMINED BYARCHITECT. vW 1 % J. CONTRACTOR TO VERIFY EXISTING ROOFING HEIGHT/MATERIALS AND INTEGRATE NEW o I I I ADD CRIC I AS REQUIRED TO SLOPE ROOF 116"! 1' p TO DRAIN :� �� " TO WITH THE EXISTING CONDITIONS m m 1 ROOF DRAIN W/OVER FLOW- TIGHTLINE TO 2 m N DRAIN OVERFLOW TO 1 —I I I I I I I I ,I ROOF PLAN 3r�r =,,•o• PROJECT NORTH — — — — — — INTERNAL COLUM — ;I DAYLIGHT AT EXTERIOR WALL p �{ OOF CURB AT NEW/OLD OF I i — I TRANSITION I -- i - - 1 3 i _ — — — I I ",1'-0" I o Tn A4.02 I I 1 I I - - - - - - - — — r I 1 -- 8 _0• -J IT-61@" I 3911/; — i1 — — _ — i NEW R00(+TOP CONDENSER UNIT I I UNDER SEPARATE T.I. _ PERMIT d- - -- 6 I I I 4 .02 I I I I I I I I I I - I - - _ _ ---- - --- 15,-0" - p 1 I I I I I I 1 I III I I 2 I I I 1 I I U I I I I I I I I I I J Ll1 C)o J CF) Q < O Q LLI L_ O LU LLI - Q D W LOU)co LLj J �vfnm :EWED FOR r c COMPLIANCE APPROVED O ❑ COCO) t4AY 2 4 2019 0 J LL City of Tukwila BUILDING DIVISION ICJ W J cn Y z g F�rl'ii iLC F Q Q M = CODE CCM 13CE APPn ED AP 52019 Ity of Tukwila o k B LDING DIVISION Z 0 AA t 2 A. A.1 F A A4.U, t? BB \ � am / i 1s 0. N 0. 7793 STER RSTER A CIHfTEE •�^� �j" A WE E STATE OF WASHINGTON I / d I 2 I \d / I PROJECT NO.: 16027 Is. I PROJECTMGR.. DR FECEILT TO DRAWN BY: LB CITY OF T "TO I CHECKED BY: ML MAY 1 3 2019 I I REGE4'LI0[? PERMIT CENTER I CITY OF 1 1VILA ROOF PLAN AP i 12019 2 ROOF PLAN -TOWER RMIT CENTER A2.04 3nr=r-o• JACKSON I MAN ARCHITECTURE P.S. 0201E r P n n NEW EIFS 2700K EXTERIOR "' "" ENTRYROWER DECORATIVE WALL OPENING PER PLAN SCONCE N.LC WALLS. BOTTOM STONE LION SVV7507 TYP. 5' TALL DECORATIVE FINIAL. N.I.C. DESIGN 4 c 2 2 1 PROVIDED BY TENANT 8 7 A4.02 6 5 4 A4.02 3 I I I I I I I SD1B I I - — - - - - —� - - - —1— - - �-- - - �- - - - - - --- - T.O_TOWER t1 I I 3 C I 4 F I I I TENANT PROVIDED 14 F CLOCK N.I.C. - I I PAINT ALL EXISTING EXISTING PANEL CONTRACTOR SHALL EXTERIOR TILT PANEL JOINTS (TYP.) COORDINATE BACKING I WALLS. TOP: SAND I I AND ELECTRICAL WITH I I I 6 B A TENANT PROVIDED I I I BEACH SW7529 TYP SICLOCK TYP. OF 3 GNAGE CONTRACTOR SHALL COORD.WIITHTENANT R 1 A AND S GNGE I TO PROVIDE BACKING AND 20AMP ELEC. � CIRCUIT I I I I I i r I I Ell I F— B B B I FLOOR PLAN 1 - - 0.00' EXTERIOR COOLER PAINT ALL EXISTING 2700K EXTERIOR INFILL EXISTING TUBE STEEL POWER OPERATED EXTERIOR TILT PANEL DECORATIVE WALL OPENING PER PLAN OUTRIGGER ACOILING DOOR. STONE LION MATCH WALLS. BOTTOM: SCONCE TYP. N.LC SUPPORT TENANN T PROVIDE O OUTSIDE PAINT TO MATCH STONE LION SW7507 BANNER. PROVIDE SWITCH WITH KEYPAD BACKING AS OPERATION TYP. REQUIRED EAST ELEVATION 2 SHEET NOTES: MATERIALS: WA REFER TO SHEET A2.01 FOR DOOR AND WINDOW LOCATIONS. PRODUCTMANUFACTURER B. REFER TO SHEET A3.02 FOR DOOR AND WINDOW SCHEDULES. C. GENERAL CONTRACTOR TO COORDINATE ALL VERTICAL CONCRETE AND COLOR PROFILE MASONRY JOINTS WITH ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. TEXTU TEXTURE D. MOCK-UPS: CONTRACTOR TO PROPOSE LOCATIONS OF ASSEMBLIES PRODUCTS PROFILE I -VAULT TILE TIONS AND EXTENT OF MOCK-UP TO BE 1 1112' EIFS 1 REQUIRING MOCK-UPS, LOCA APPROVED BY ARCHITECT. 2. PARAPET COPING E. FOR ALL ENVIRONMENTAL AIR EXHAUST: 3 FEET FROM PROPERTY LINES; 3 3 EXPOSED CANOPY FRAMING FEET FROM OPERABLE OPENINGS INTO BUILDINGS FOR ALL OCCUPANCIES GROUP U. AND 10 FEET FROM MECHANICAL AIR INTAKES. SUCH 4• CANOPY MTL DECK ROOF 5, METAL ROOF OTHER THAN EXHAUSTS SHALL NOT BE CONSIDERED HAZARDOUS OR NOXIOUS. 8• 2117 EIFS F. ALL EXTERIOR FINISH CLADDING SYSTEMS TO TURN AND TERMINATE AT INTERIOR CORNERS, UNLESS OTHERWISE NOTED, CONTRACTOR TO COORDINATE ALL VERTICALAND HORIZONTAL G. GENERAL FIBER CEMENT PANEL JOINTS AND BATTENS PER EXTERIOR ELEVATIONS WITH MANUFACTURER. 1. TRIM AT ALL CORNERS TO BE 1XIS UNLESS OTHERWISE NOTED. COLOR J. WINDOW AND DOOR TRIM TO BE 1X4 UNLESS OTHERWISE NOTED. A. AESTHETIC WHITE SW7035 K FASCIA TRIM TO BE 1X8 UNLESS OTHERWISE NOTED. EXTERIOR SOFFITS SAME COLOR AS FASCIA, STOP AT TOP OF SIDING B. SAND BEACH SW7529 C. DARK BRONZE L. PAINT (INSIDE CORNER) UNLESS OTHERWISE NOTED. M. ALL EXTERIOR SIGNAGEILIGHTING TO BE PERMITTED UNDER A SEPARATE PERMIT D. SPANISH RED E STONE UON SW7507 N- CONTRACTOR TO GRIND SMOOTH EXPOSED WELDS AT CANOPIES. CANOPY COLUMNS/BEAMS TO BE PAINTED DARK BRONZE WITH F. G90 COATING PER STRUCT 0. ALL EXPOSED KYNAR 5D0 PAINT- N M61 I A M A. . DRYVIT B. BORAL /- VIEWED FOR ,JE COMPLIANCE APPROVED MAY 2 4 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 1 3 20f9 PP-R(vlfi CENTER ml I kvA JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206-324.4800 W W W.JACKSONMAIN.COM J J Q W W (� O Q 00 O ILIo LL t O LLI W �_ LL W G U-)co J Y It (/) m 0 00 O LL _j 00 m W W3: V! Y Z G _l N if Rri'iL itJ Fit( 7793 CODECC:v;:) NCE REGISTERE A CHITEC APPR cD APR 5 2019 n WE SE STATE OF WASHINGTON of Tukwila 3U DING DIVISION PROJECT NO.: 18027 PROJECT MGR.: DR DRAWN BY: LB CHECKED BY: ML EXTERIOR (iEC�L17°n ELEVATIONS CITY OF i U, �i9 A3.01 ENTER JACKSON I MAIN ARCHITECTURE P.S. 0 M18 TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F 2'-8" 2'-8" 1 7i7W 3'-0" 3'-0" T-0" T-D" _ FLOO LE11 FLOOR PLANS _ R PLAN 0.00, u 0.00, v STOREFRONT-S1 STOREFRONT -S2 4 114' = T-0' 5 1v4• = T-W I SHEET NOTES: MATERIALS: WINDOW BAND DOOR SCHEDULE FRAME. MARK Panel Type WIdOT HEIGHT DOOR FINISH MATERIAL HARDWARE U VALUE Manufacturer COMMENTS 100 A T - 6" 7' - 0" INSUL. METAL METAL 1,2,7 .46 PAINT TO MATCH SAND BEACH SW7529 101 B 6' - 0" T - 0" GLASS ALUM 1,2,6 .6 KAWNEER AA 250 OR APPROVED EQ - 102 C 12' - 0" 8' - 0" GLASS ALUM 1,2,5,E .6 BESAM SL500 OR APPROVED EQ 103 D 5' - 0" 4' -6" METAL METAL 2,4 .48 OVERHEAD DOOR 610S OR APPROVED EQ 104 E 6'- (" 1U -Xy' GLASS ALUM 2,3 .6 OVERHEAD DOOR 511 OR APPROVED EQ INSULATED GLASS TO BE USED 105 E 6' - 0" 10' -)0" GLASS ALUM 2,3 .8 OVERHEAD DOOR 511 OR APPROVED EQ INSULATED GLASS TO BE USED 106 E 6' - 0" 10' -XY' GLASS ALUM 2.3 .6 OVERHEAD DOOR 511 OR APPROVED EQ INSULATED GLASS TO BE USED 107 F 8' - 0" 10' - 0" METAL METAL 2,3 .46 OVERHEAD DOOR 422 OR APPROVED EQ - DOOR HARDWARE 1. LOCKSET. 2. WEATHER SEALS HEAD AND JAMBS. 3. CHAIN PULL OPERATION 4. POWER OPERATED. OUTSIDE SWITCH WITH KEYPAD OPERATION 5. SENSOR OPERATION 6. PROVIDE SIGNAGE OVER EXIT DOOR AS REQUIRED BY LOCAL CODE STATING 'THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 7. PANIC HARDWARE STOREFRONT SCHEDULE MARK MATERIAL FINISH U-FACTOR I SHGC Manufacturer Comments S1 ALUMINUM CLEAR ANODIZED .29 1.23 KAWNEER 451T OR APPROVED EQ 51 ALUMINUM CLEAR ANODIZED .29 .23 KAWNEER 451T OR APPROVED EQ S1 ALUMINUM CLEAR ANODIZED .29 .23 KAWNEER 451T OR APPROVED EQ S1 ALUMINUM CLEARANODIZED .29 .23 KAWNEER 451T OR APPROVED EQ S1 ALUMINUM CLEARANODIZED .29 .23 KVNNEER 451T OR APPROVED EO S1 ALUMINUM CLEARANODIZED .29_ .23 KAWNEER451TORAPPROVEDEQ S1 ALUMINUM CLEARANODIZED .29 .23 KAWNEER451TORAPPROVEDED S2 ALUMINUM CLEARANODIZED .29 .23 KAWNEER 451T OR APPROVED EQ B A.2 A.1 A PAINT ALL EXISTING EXTERIOR TILT PANEL I I WALLS. TOP: SAND BEACH SW7529 TYP. 3 C WALL PACK LIGHT i I E-51 i -- - PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. BOTTOM: NEW GARAGE DOOR EXTERIOR STONE LION SW7507 AT LOADING COOLER PER TYP. T.I. DRAWINGS SOUTH ELEVATION 1/8' = T-o" 2 A4.01 5' TALL EE FF DECORATIVE FINIAL. N.I.C. DESIGN PROVIDED BY TENANT TENANT PROVIDED CLOCK D 1 B I N.I.C. -CONTRACTOR SHALL COORDINATE BACKING AND ELECTRLCALWffH ENANT _ T.O. TOWER � PROVIDED CLOCK. TYP. OF 3 35.00 V SIGNAGE N.I.C. TYP. - CONTRACTOR SHALL COORD. WITH TENANT AND SIGNAGE VENDOR TO PROVIDE BACKING AND 20AMP ELEC. CIRCUIT I 1A A CANOPY GUTTER 3 C I _ o AND DOWNSPOUT PAINTED TO MATCH COLUMNS TYP. S2 S7 ❑ S1 _ FLOOR o ON � _ _ELT _ _ FLOOR 0 oN n V � �1 TOWER ELEVATION # X # X A. REFER TO SHEETA2.01 FOR DOOR AND WINDOW LOCATIONS. - _ FE �riC l'V =D F 'r: B. REFER TO SHEET A3.02 FOR DOOR AND WINDOW SCHEDULES. AND PRODUCT MANUFACTURER CODE CCi� P ANCE C. GENERAL CONTRACTOR TO COORDINATE ALL VERTICAL CONCRETE COLOR PROFILE MASONRY JOINTS WITH ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO APPR r0 CONSTRUCTION. D. MOCK-UPS: CONTRACTOR TO PROPOSE LOCATIONS OF ASSEMBLIES PRODUCTS PROFILE ITEXTURE 2 5 2019 REQUIRING MOCK-UPS. LOCATIONS AND EXTENT OF MOCK-UP TO BE APPROVED BY ARCHITECT. 1. 1 117 EIFS 1. BARREL -VAULT TILE v K E. FOR ALL ENVIRONMENTAL AIR EXHAUST: 3 FEET FROM PROPERTY LINES; 3 FEET FROM OPERABLE OPENINGS INTO BUILDINGS FOR ALL OCCUPANCIES 2. 3. PARAPET COPING EXPOSED CANOPY FRAMING . �iiOVEDNCE / APPROVED City of Tukwila OTHER THAN GROUP U, AND 10 FEET FROM MECHANICAL AIR INTAKES. SUCH 4. CANOPY MTL DECK ROOF UILDING DIVISION EXHAUSTS SHALL NOT BE CONSIDERED HAZARDOUS OR NOXIOUS. 5. 6. METAL ROOF 2117 EIFS MAY 24 1019 F. ALL EXTERIOR FINISH CLADDING SYSTEMS TO TURN AND TERMINATE AT INTERIOR CORNERS, UNLESS OTHERWISE NOTED. G. GENERAL CONTRACTOR TO COORDINATE ALL VERTICAL AND HORIZONTAL FIBER CEMENT PANEL JOINTS AND BATTENS PER EXTERIOR ELEVATIONS WITH - - City of Tukwila MANUFACTURER, BUILDING DIVISION 1. TRIM AT ALL CORNERS TO BE 1X6 UNLESS OTHERWISE NOTED. J. WINDOW AND DOOR TRIM TO BE 1X4 UNLESS OTHERWISE NOTED. COLOR A MANUFACTURER AESTHETIC WHITE SW7035 A DRYVIT K. FASCIA TRIM TO BE 1X8 UNLESS OTHERWISE NOTED. L. PAINT EXTERIOR SOFFITS SAME COLOR AS FASCIA, STOP AT TOP OF SIDING B. C. SAND BEACH SW7529 B. BORAL DARK BRONZE CITOFA (INSIDE CORNER) UNLESS OTHERWISE NOTED. M. ALL EXTERIOR SIGNAGEILIGHTING TO BE PERMITTED UNDER A SEPARATE PERMIT D. SPANISH RED i;ECEN�_D /PR2 N. CONTRACTOR TO GRIND SMOOTH EXPOSED WELDS AT CANOPIES. E. F. STONE LION SW7507 G90 COATING PER STRUCT CITY OF TU K W ILA O. ALL EXPOSED CANOPY COLUMNS/BEAMS TO BE PAINTED DARK BRONZE WITH KYNAR 5W PAINT. PdAY 13 2019pE V .'ERIv1IT CENTER NJ I iV4 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 W W W.JACKSONMAIN.COM J J CaC G W i c� ) ao < O Q LQ 0LLui 0 ��m C to J co Y 4(Wi)m 0 0 >� r LL W m rn W Y J zg U �E cr- 2 Q -! M N F- o zm 0 W oa 0 0 C _ m 0 W am D U) 0 m 7793 WOFWASHIN PROJECT NO.: 18027 PROJECT MGR.: DR DRAWN BY: LB CHECKED BY: ML EXTERIOR ELEVATIONS. A3.02 J CKSON I MNN ARCHITECTURE P.S. 0 M16 RECESSED Al SOFFIT PEF ENTRY TOWER SECTION NORTH CANOPY SECTION 1/2' = 1-V B.O. SHEATING 17.00' :K ER STL CANOPY BEAMS PER STRUCT ,-)MPLIANCE dAPPROVED STL COLUMN PER STRUCT 2 4 2019 LMAY CRY of Tukwila BUILDING DIVISION ';C CODE CMAI L I APPR ED A'/� 2 5 2319 [ City of Tukwila UILDI6DIVISION 6 NEW CONCRETE SEE CIVIL PATIO FLOOR 7 0.00, RECEIVED CITY OF Y tLA CITYY OF TUKWILA nECEIVS MAY 13 2019 APR 20119 PEM'111 CENTER ER ENTER W IX < c> < Z)00 < W I 0 V- 0 LL LU F- W F- D UJI (/) Lo _j C:) LL Co F _j LLI M Q 0 0 00 00 r- 00 U_ < cr) < W W C/) Lij _j V:5 cn z < < 5 —J - c') A F- 7793 REGISTERS A CHITEOT ATTT E SE , STATTEE 0WAS I.CTON PROJECT NO.: 18027 PROJECT MGR.: DR DRAWN BY, LB CHECKED BY: ML WALL SECTIONS A4. 01 JACKSON I MAIN ARCHITECTURE P.S. 02818 n A I I I NEW MTL STUD WALL WITH EIFS CLADDING TERMINATION BAR WITH FLASHING CANOPY LEDGER CONNECTION EXTERIOR COOLER N.LC. REFER TO T.I. DRAWINGS FOR MORE / INFORMATION. MTL CANOPY CABLE ROD — A$ 2 0 M i� m 0 1/4" 1 V-0" AIR CURTAIN N.I.C. P. DRAWINGS. TYF NEW GLASS GARAGE L 1 1/2" MTL. DECK CANOPY GUTTER STL CANOPY BEAMS PER STRUCT 1 i I I 1 _B.O. SHEATING 17.00' UNCOVERED C"CHANNEL FASCIA CANOPY A 02 Sim STL COLUMN PER STRUCT NEW STOREFRONT OPENING 'WED FOR a' COMPLIANCE p APLBUILDING I a ION i NCRETE WALKWAY I i' R!_AV1 ; r4 .� s - I ! f I — _- E � �--�- ` � CODE CC,v.? ICE 5 � I I dPXRFcD LOOR LAN SAW CUT 8" OFF OF EXISTINGAP19 0.00, RETAINING WALL. NEW COOLER �`i;Ity Of Tukwila PAD TO SIT TI TOP C WALL, BUILDING DIVISION FINISH ELEVATION OF COOLER .I SHOULD ALIGN WITH (E) INTERIOR FLOOR. EXTERIOR COOLER SECTION EAST CANOPY SECTION ' 1-0 EIFS CANOPY SECTION ur -0' yr 1 0 __ UNCOVERED CANOPY SECTION 1/2' -1'-0' f P 101 C RECEIVED CITY OF TUKWILA RECecr,�a MAY 1 3 2019 C! fY OF i' 1tiLA PERFAIT CENTER AP1R i 2019 P IT CENTER J J LU EY ._!co � a O0s < o �t LU r' LX 0 O LL LIJ vim= (U .J,� dam' c/) CD 0 a° >- 00 LL m m I` W t J1 c/) V Z J 75; N 1-- 7793 RECCHITE E A CHITECT ATT E E STATE OF WASHINGTON ROJECT NO:: 18027 ROJECT MGR.: DR RAWN BY. LB HECKED BY: ML WALL SECTIONS If ALUM. STOREFRONT SYSTEM SADDLE FLASH AT SIM. CONDITION AT SET IN SILL PAN TO MATCH TOWER EXISTING ROOFING FINISH OF ALUMINUM FRAME PRE FINISHED STANDING SEAM 24 GAUGE y LAP ROOFING MATERIAL CONCRETE FLOOR SLAB MTL. COPING ON CONT. SHIM - SLOPE TO UNDER CLAMPING RING ON COMPRESSED FILL PER ROOFWITHMTL CLIPS AT 2'-0" O.C. }+ 4'-D" CAST IRON GRATE __ __ STRUCT. EXTERIOR INSUL FINISH SYTEM G CHANNEL FASCIA PER 3 SIDED SOLDERED SILL WIRIGID INSUL. ON 5t8" TEXT. GYP: 1' - 0" 2'- 0" 1'-0" DAM AT OVERFLOW T STRUCTURAL, SHOP PAN SET IN MASTIC SHEATHING OVER MTL. STUDS PER 2 DRAIN TYPICAL +2" METAL CAP FLASHING PAINTED PAINTED 24 GA FACTORY FINISHED METAL STRUCTURAL FROM ROOF I MATERIAL 2 2x PRESSURE TREATED BLOCKING 1 DECK - FLASHING WITH HEMMED EDGE. RUN INTO SILL PAN. CONT. SEALANT, EACH SIDE 5 COMPRESSIBLE - JOINT FILLER ASPHALTIC JOINT 24 GAUGE MTL. FLASHING OVER 4x PRESSURE TREATED 5/8" EXTERIOR PLYWOOD A CANT STRIP EXTERIOR CONCRETE $HEATING - EXTEND T O 8" ABOVE WALK. UNDERLAYMENT ROOFING. �1 z 2 (2) 4x PRESSURE TREATED IPREP PER CIVIL SLOPE a` iv BLOCKING FASTEN TO / CONT. METAL GUTTER �- f ' AWAY FROM BUILDING PREFORMED CANT AND BLOCKING NOMINAL ROOF METAL DECK .I+' I PERIMETER. MEMBRANE ROOFING ON - t PER CAST IRON PIPES AT ALL DRAINS z_ MEMBRANE ROOFING _— -- ' (( (I I ! PERIMETER INSULATION - ., SEE SPEC. L. INSUL STRUCT. INSULATE WITHIN CONDITIONED GALVANIZED SPACES Wt CLOSED CELL SPRAY Fo a HSS PER STRUCTURAL - III I - R VALUE PER BUILDING CODE INFO. METAL DECK, SEE SPEC. & E SHEET METAL PAN FOAM, 4'-Q" IN LENGTH - - I CONCRETE FOOTING f STRUCTURAL DRAWINGS ROOFING PER STRUCT. MATERIAL E BATT INSULATION II_II) E CANOPY GUTTER DETAIL FOOTING DETAIL AT STOREFRONT SILL PARAPET CAP AT STUD FRAMING ROOF DRAIN OVERFLOW- CAST IRON ,q ROOF CURB DETAIL 9 3' = T-O 7 13 1^ : T-V SCHEDULE OF MATERIALS — METAL STUDS REFER TO INTERIOR EXTERIOR TWO STAGGERED LAYERS 5(8" TYPE X _ ( STRUCTURAL FOR SIZE AND t I' GYPSUM BOARD PAINTED WITH PVA PRIMER SPACING - INSULATE TO R-21 MIN. 1 WHERE EXPOSED. AIR / WATER BARRIER ' M2 20 GA. STEEL STUDS EXTERIOR FINISH PER ELEVATIONS 2 PRE FINISHED MTL. 0 BATT INSULATION PER ENERGY ANALYSIS INTERIOR EXTERIOR METAL SILL PLATE W/ ANCHOR FLASHING -SLOPE TO El_ ONE LAYER 5!8 GYPSUM SHEATHING. BOLTS PER STRUCTURAL. PROVIDE SILL SEALER WALL ASSEMBLY PER FLOOR PLAN EXTERIOR WITH MTL CLIPS 85/8!'RATED � AT 2'A" O.C. 4 ❑5 ONE LAYER 518" DENSGLASS GOLD PREFINISHED SHEET METAL SHIM 5 Aso FLASHING ® OUTSULATION PLUS MD DRYVIT EIFS OR GRADE ANOD. ALUM DRIP FLASHING k SEALANT W ROD & LA t BACKER SEA CONT. SEALANT INTERIOR EXTERIOR APPROVED EQUAL 8" CONT. METAL " ° �' PER CONC. S B W REINF. R ,>$ FLASHING FASTNERS � <.:. . " 1 • - - + -_- STRUCTURAL, ON COMB S RUCTU = CO J" M NT. METAL " 4" O.C. - - GRANULAR BASE ENLID DS@N EXPOSED GYP. BD. P. 1 112" ROOF DECK - _ ' " `•° RIGID PERIMETER INSULATION TO .....�_.:. (� CONT. CLOSURE STRIP (i_ ' ' ' . - -i—I i ( 24" BELOW GRADE STOREFRONT ASSEMBLY PER SCHEDULE �✓ EXTERIOR INSUL. FINISH SYSTEM WIRIGID INSUL. UL DESIGN #: U425 GA FILE #: 8203 — I-_ , ON 50 EXT. GYP. SHEATHING OVER MTL. _ (' - ! I I - (((=_ (, I .-- I_ CONC. FOUNDATION AND FOOTING STUDS PER STRUCTURAL ' 1- _ ( I (L- PER STRUCTURAL III EXTERIOR STOREFRONT WINDOW HEAD FOOTING II�Eii41L AT METAL STUD WALL ENTRANCE TOWER WALL PROFILE 14 Ml EXTERIOR 2HR-RATED WALL S � 18 1 3'=1'-0 _p0 is ' _ INTERIOR EXTERIOR SCHEDULE OF MATERIALS it ROOF FRAMING SEE 1Q 5/8" GWB EXTERIOR FINISH PER EXTERIOR ELEVATIONS ,�� , -. STRUCTURAL �2 8" STEEL STUDS, SPACING PER STRUCTURAL ` ` { ' EXTERIOR FINISH PER EXTERIOR ELEVATIONS , 1 E 2 Q3 R-19 GATT INSULATION WALL ASSEMBLY PER WALL ASSEMBLY PER 5t8" EXT. GWB / )' FLOOR PLAN FLOOR PLAN Q OUTSULATION PLUS MD DRYVIT EIFS OR / SHIM SHIM AS NEEDED 4 APPROVED EQUAL ANOD. ALUM DRIP FLASHING WI BACKER ROD & SEALANT 5 CONT. METAL "J" MOULD @ :.... NEW 314" CHAMFER EDGE INTERIOR EXTERIOR EXPOSED GYP. BD. ENDS TYP. - CONT. PERIM. BACKER ROD -- METAL CORNER BEAD TYP. & SEALANT @ EXPOSED CORNERS — STOREFRONT ASSEMBLY ( z STOREFRONT ASSEMBLY PER SCHEDULE U.0 F PER SCHEDULE y� a0 — UU -WALLZXPP.E.._ CODECC;>r:;•L 4CE APPRa D EXTERIOR STOREFRONT WINDOW HEAD EXTERIOR STOREFRONT - WINDOW HEAD METAL ROOF EAVE AT METAL STUD WALL AT EXISTING CONCRETE TILT PANEL 7 S WITH SOFFIT AIR 5 2>:+i9 M2- EXTERIOR NON -RATED WALL 1 3"=1'.0. 11/r n0• = VIEWED FOR 1 1^=ro° _ -CiIGiTLNCE IIUNWIN APPROVED ® DING DIVISION Ij GRID MAY 2 4 2019 EXTERIOR WALL ASSEMBLY PER PLANS PRE -FINISHED _,__ •f TO,..ICWi12 PLATE STEEL SHOP METAL GUTTER BY r , WELDED TO PREFINISHED FLASHING I �,L. ROOF MFR. + C CHANNEL FASCIA. MTL DECK ROOF LAM'S SIGNAGE PER SEPARATE T.I. FASTENED TO PLATE WITH BUTYL SEALANT ROOFING ASSEMBLY PER PLANS ` - - - - - - - - - - t i ROOF FRAMING SEE I I ELEC. CONDUIT TO BE STRUCTURAL COORDINATED WITH T.I. 1 + I I I I HSS FRAMING PER -- DOWNSPOUT + KNIFE PLATE t STRUCTUAL CONNECTTO STORM SYSTEM. CONNECTION WITH AND - - - - - - REFER TO ROOF I BACKER ROD - - PLAN FOR = ti I SEALANT LOCATIONS � + I L SIGN SUPPORT C CHANNEL FASCIA R,tCEID 1 1/2" CONT. - MEMBER PER STRUCT. SHOP PAINED CITY OF TU KW ILA VERT STRIP - - - ' - - - - - - INTERIOR WALL ASSEMBLY PER PLANS MAY 13 2019 nECa111c� - CITY 0 i` 1tiiLA PEE?thtt GENTEF A?2 i 20i9 � CANOPY END DETAIL ROOF -WALL INTERSECTION METAL ROOF EAVE DETAIL � s SOFFIT AT ENTRY 12 $ r-�^ 1 yr = r-o• FJE q�" rVIA �� 1 yr = OD31 RCHITECTURE J J LI"I %-. to C) C/) Do WI O © to(1)� fn on • .• w u � , 1 7793 A f.1HTERE A ISTE ATT W E E STATE OF WASHINGTON PROJECT NO.: 18027 PROJECT MGR.: DR DRAWN BY: LB CHECKED BY: ML XTERIORoommmm DETAILS/WALL ASSEMBLIES A8802 JACKSON I MAIN ARCHITECTURE P.S. ® 2U1e