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HomeMy WebLinkAboutPermit M19-0130 - MEET FRESH - NEW HOOD AND HVAC ROOFTOP UNITMEET FRESH 121 SOUTHCENTER MALL M19-0130 Parcel No: Address: �~^�xx "�� Tukwila ~.U~�uvn oU�o���0xa Department of Community Development 63P0GowthcenterBoulevard, Suite #1O0 Tukwila, Washington 90188 Ph*ne;2V6'431'367$ Inspection Request Line: Z0G'43g'9350 Web site: h"p://www.TukwilaWA.gov 9202470130 Project Name: MEET FRESH MECHANICAL PERMIT Permit Number: M19'0130 Issue Date: 9/27/2019 Permit Expires On; 3/25/2020 Owner: Name: Contact Person: Name: Contractor: Name: Address: License No: Lender: Name: WESTFIELD PROPERTY TAX DEPT PnBOX 8U94U'[����WA, 92013 DAVID LEE 2l26NVv2O4THST,SHORELINE, WA, 98177 UNIVERSAL APP&O]N1REFGLUC 3525S CH|[AGOST,S[AlTLE,WA, 98118 ''' Phone: (206)8I7-6881 Phone: (206)349-0358 Expiration Date; 10/4/2019 DESCRIPTION OFWORK: INSTALL ONE 8 FTTYPE 11 HOOD & ONE 8 1/2 TON 1AVAC ROOFTOP UNIT Valuation of Work: $30,000.00 Type ofWork: NEW Fuel type; GAS Fees Collected: $615.18 Electrical Service Provided by: PUGETSOUND ENERGY Water District: TUKVV|LA Sewer District: TVKVV|LA Current Codes adopted bythe City pfTukwila: International Building Code Edition: international Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signa National Electrical Code: VVACities Electrical Code: VVAC29646D: e: 017 2017 Z017 2015 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 oidinances governing this work will be compiled 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 orlocal laws regulating construction orthe performance ofwork. |amauthorized tusign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Print Name: Date: This permit shall become null and void ifthe work isnot commenced within 18Odays for the date nfissuance, nrif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with vhefollowing concerns: Z: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #Z437) ]: H.V.A.C, systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall belabeled byanapproved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (|M[6O6.l, 606.2.1) 4: Remote indicator lights are required nnall above ceiling smoke detectors. (City Ordinance #24J7) 5: Duct detectors shall send asupervisory signal only upon activation. (City Ordinance #2437) 6: 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 #l437)(|FC9O12) 7: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 8: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436and #2437) 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: These plans were reviewed hyInspector 5zz. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(20G)S75-44O7, ll: Work shall be installed in accordance with the approved construction docvmpnts, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. lZ: All permits, inspection record card and approved construction documents shall be kept at the site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. ll Readily accessible access toroof mounted equipment isrequired. 14: Ail construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 15: 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 nnsatisfactory completion nfthis requirement. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City nfTukwila Bui|dingDepartment (2O6-431']670). 17: All electrical work shall beinspected and approved under aseparate permit issued bythe City ofTukwila Permit Center, 18: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tobeapermit 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 ofthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction oferrmsin the construction documents and other data, 19: ***MECHANICAL PERMIT CONDITIONS' 30: All mechanical work shall beinspected and approved under aseparate permit issued bythe City ofTukwila Permit Center (2O6/431,367U). Il: Manufacturers installation instructions shall beavailable onthe job site atthe time ofinspection. 22: Type 1 Hoods, the required grease duct leakage test and light test shall be performed by a special inspection and testing agency inaccordance with iN1.C.Chapter 5. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2O6)438'935O 1400 FIRE FINAL 0703 K4ECHEQUIP EFF 1800 MECHANICAL FINAL 0609 P|PE/DUCT|NSULAT0N 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 0702 SMOKE DETECTOR TEST CITY OF TUKWI Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. M 1 - C(30 Project No. Date Application Accepted: Date Application Expires: (For office use only MECHANICAL 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 Se-td4C2P.42't" Ad( 1,1444•//eLj 4 7e(?? King Co Assessor's Tax No.: Site Address: 4‘ 72-44, SOldittte,eltae 14J( Suite Number: Tenant Name: Ai ept-- PROPERTY OWNER Name: w I Address: City: State: Zip: CONTACT PERSON - person receiving all project cornmunication Name: CW i 0( Z Q---12---- Address. • Nh) ' • City: State: Zip: Phone: 24,Z_ 7 _ 091Fax. Email: , 0 dew kd 6" (fl nvi 7-e.$2.4 •- 013 67 New Tenant: .... Yes O.. No MECHANICAL CONTRACTOR INFORMATION Company Name: 7-1 3 . ID Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ 3r-,Ar) / Describe the scope of work in detail: ZA-e.-&-P--? cP tp& Hart k 0,uz_ (Rd-- rim& IL/v A-c- a.A;(J- Use: Residential: New.......... El Replacement 0 Commercial: New.... ..... . co Replacement0 Fuel Type: Electric I] Gas Other: HAApplications \Forms -Applications On LinM2016 Applications \ Mechanical Permit Application Revised 1-4- I6.docx Revised: January 2016 Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent / Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct / Incinerator - domestic Incinerator - comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7am-l0pm); • Testing of backup generators during the day. PERMIT APPLICATION 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 extension of time for additional periods not to exceed 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 I 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: <----- Date: '4"V.:-C-//'..2-0 f Print Name: 4.11/*/ kof Ze_ 4? Day Telephone: 7"e2/5.:,(7- ,f0 41/ Mailing Address: 2_12_e 4/141 •Z e-- ,,,Li-, kt/4-/)00 77 City State Zip HAApplicationsWonins-Applications On Linet2016 ApplicationsWechanical Permit Application Revised 1-4-16.docx Revised: January 2016 Page 2 of 2 t Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $615.18 M19-0130 Address: 121 SOUTHCENTER MALL Apn: 9202470130 $615.18 Credit Card Fee 7,92 Credit Card Fee R000,369.908.00.00 0.00 $17.92 MECHANICAL $574.29 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000,322.100.00.00 0.00 $426.28 PLAN CHECK FEE R000.322.102.00,00 0.00 $114.86 TECHNOLOGY FEE $22.97 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18263 R000.322.900.04.00 0.00 $22.97 $615.18 Date Paid: Monday, August 05, 2019 Paid By: DAVID LEE Pay Method: CREDIT CARD 86354G Printed: Monday, August 05, 2019 1:24 PM 1 of 1 YSTEMS CO TUKWILu ETKAKIT 6200 5OUTH[ENTER BLVO TUKWILA, WA 98188 206'433'1870 CITY OF TUKWILA iDate: 88/85/2019 0I:24:05 PM CREDIT [4»D SALE VISA CARD NUMBER: **********7278 K TKxN AMOUNT: $615.18 APPROVAL [D: 80354G RECORD #: 008 CLERK ID: Bill Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit inspection Request Line (206) 438-9350 (206) 431-3670 Project. - Type of Inspection: Address: G Date Called: Speciat Instructions: ' Date Wanted: te, ""' a.m. p.m. Requester: Phone No: Approved per applicable codes. C ►MMENTS: Corrections required prior to approval. Fit ry tEC.ji nspector: Date: (�-25- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Installer Air Balance Report Project: Meet Fresh Site Address: #121, Southcenter Mall Permit #: M19-0130, City Of Tukwila Installer: UNIVERSAL APPLIANCES AND COMMERCIAL REFRIGERATION State License: UNVAPAC954NJ Date: 10/9/2019 SYSTEM: TRANE, YSC102F3, 8.5 TON, DX COOLING, ELECTRICAL HEATING DESCRIPTION: UNIT ON ROOF ABOVE TENANT SPACE , ALL DUCT, DIFFUSERS AND REGISTERS IN TENANT SPACE. INSTTALATION ACCORDING TO PERMIT PLAN. ITEM LOCATION DUCT SIZE (in) AREA (SF) DESIGN CFM TESTED CFM FPM RETURN AIR REGISTER #1 UNDER RTU WITH FILTER 16"X32" 4 3400 DIFUSER #1 RESTROOM HALLAY 8 0.35 280 282 808.28 DIFUSER #2 DINING AREA 8 0.35 280 288 825.48 DIFUSER #3 KITCHEN CEILING 8 0.35 280 277 793.95 DIFUSER #4 KITCHEN CEILING 8 0.35 280 278 796.82 DIFUSER #5 DINING AREA 8 0.35 280 273 782.48 DIFUSER #6 DINING AREA 8 0.35 280 275 788.22 DIFUSER #7 KITCHEN CEILING 8 0.35 280 265 759.55 DIFUSER #8 DINING AREA 8 0.35 280 270 773.89 DIFUSER #9 DINING AREA 8 0.35 280 272 779.62 DIFUSER #10 SERVICE COUNTER 8 0.35 280 269 771.02 DIFUSER #11 SERVICE COUNTER 8 0.35 280 268 768.15 DIFUSER #12 DINING AREA 8 0.35 280 272 779.62 TOTAL 3360 3289 FIRE ALARM CENCSER INSTALLED ON RETURN DUCT, TESTED AND APPROVED ON 10/23/2019 REPORT PREPAREAED BY: PETER PANG Installer Air Balance Report Project: Meet Fresh Site Address: #121, Southcenter Mali Permit #: M19-0130, City Of Tukwila Installer: UNIVERSAL APPLIANCES AND COMMERCIAL REFRIGERATION State License: UNVAPAC954NJ Date: 10/9/2019 SYSTEM: TRANE, YSC102F3, 8.5 TON, DX COOLING, ELECTRICAL HEATING DESCRIPTION: UNIT ON ROOF ABOVE TENANT SPACE , ALL DUCT, DIFFUSERS AND REGISTERS IN TENANT SPACE. INSTTALATION ACCORDING TO PERMIT PLAN, ITEM LOCATION DUCT SIZE (in) AREA (SF) DESIGN CFM TESTED CFM FPM RETURN AIR REGISTER #1 UNDER RTU WITH FILTER 16"X32" 4 3400 DIFUSER #1 RESTROOM HALLAY 8 0.35 280 282 808.28 DIFUSER #2 DINING AREA 8 0.35 280 288 825.48 DIFUSER #3 KITCHEN CEILING 8 0.35 280 277 793.95 DIFUSER #4 KITCHEN CEILING 8 0.35 280 278 796.82 DIFUSER #5 DINING AREA 8 0.35 280 273 782.48 DIFUSER #6 DINING AREA 8 0.35 280 275 788.22 DIFUSER #7 KITCHEN CEILING 8 0.35 280 265 759.55 DIFUSER #8 DINING AREA 8 0.35 280 270 773.89 DIFUSER #9 DINING AREA 8 0.35 280 272 779.62 DIFUSER #10 SERVICE COUNTER 8 0.35 280 269 771.02 DIFUSER #11 SERVICE COUNTER 8 0.35 280 268 768.15 DIFUSER #12 DINING AREA 8 0.35 280 272 779.62 TOTAL 3360 3289 FIRE ALARM CENCSER INSTALLED ON RETURN DUCT, TESTED AND APPROVED ON 10/23/2019 REPORT PREPAREAED BY: PETER PANG INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro Type o Insp c o : C . Address: Date Called: special u : Date anted: a.m. P• • Requester: Phone N • LJ Approved per applicable codes. COMMENTS: Corrections required prior to approval. RE1NSPECTION FEEREQU1RED., Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 M t9 OI3C Pr aj 4 TYp I I n s p t v Address: / $hL f 71 Date Called: Special Instructions: fDate an ed: a,r a. p.m. Requester: Phone No: proved per applicable codes. COMMENTS: Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. ee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Mil 30 Pro'ect: Typ of 1 spection: *%ea 1. F,, L Ad dr � s�� ii t14 i Date Called: Special Instructions: 9' 30 Date Wanted: d lx�4 ©1 a.m. p.m. Requester: • Phone No: © Approved per applicable codes. Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. .M tct ot3o INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit Project: aFrf-sin Ty�peo€ Ins ection: f " Y ► .. f � �.�`i .•� Address: /Z1 4C M I t!4L Date Called: Special Instructions: Date Wanted: '2 a.m. p.m. Requester: Phone No: / +�'� f j'�Q i Za. - gr tUt/ Li © Approved per applicable codes. Corrections required prior to approval. COMMENT inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must * e paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43 Permit Inspection Request Line (206) 438-9350 670 Project: 44E- fri-iiir.5- Type of Inspection: i Address: 1 7►ate Called: �j�t 1.2/ .. ,. Special Instructions: :Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. 'COMMENT nspecto nex Corrections required prior to approval. n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suiite 100. Call to schedule reinspection. Harbor Consulting Engineers, Inc. STRUCTURAL ENGINEERING CALCULATIONS for the WESTFIELD SOUTHCENTER MALL MEET FRESH TENANT IMPROVEMENT DESIGN 121 Southcenter Mall Tukwila, WA 98188 SEP 24 2019 City of Tukwila BUILDING DIVISION Note: See the index page following this cover sheet for applicability of the engineer's seal. 16 July 2019 Prepared for: TECHCRAFT CORPORATION Contact: Mr. David Lee 2126 NW 204th Street Shoreline, WA 98177 Tel: (206)-817-6081 Prepared by: Harbor Consulting Engineers, Inc. 3316 Fuhrman Avenue East Suite 250 Seattle, WA 98102 IIECEIVED CITY OF TUKWILA AUG 05 2019 PERMIT CENTER VI-- 130 3316 Fuhrman Avenue East Suite 250 • Seattle, Washington 98102 • Telephone 206.709.2397 • Facsimile 206.709.2398 HarborConsulting Engineers, Inc. INDEX TO STRUCTURAL CALCULATIONS: ITEM: PAGES: Storefront Support Framing Design ------- -------------------- ------- ------- ----- S1 — 54 Roof Top HVAC Support Framing Design Range Hood Support Framing Design Transformer Support Framing Design Index R1 — R6 H1 — H6 Ti — T5 3316 Fuhrman Avenue East Suite 250 • Seattle, Washington 98102 • Telephone 206.709.2397 • Facsimile 206.709.2398 27"C5/ c-f BON .ee-,4ek/n .51/pPo,e1- /57059 3-/e3' X )etil '- " er2A/ 7-z(e-f.3) zo(/0)/z 4112. 0, Co 5 441/4-ti / 5 H AffeAlehv4 / 0 57-ewe PRcwr Re7).:7 ,f_ 4 IA/ 7 *4 k -9 fa a . v_5E- (2 ) 87C." 0,35-6 8 7 6 / 9 7 -4-1,--aepfroa,, 5/ex /2 (3,17) Z-71c 03 (i971/ c),"1// 0,71r-fr4 1/112 ry 0.Coain A: Q.35-87,71 4Ai em oe..473,7 7,0J/ ,2or;< 3 8 p.r f ...5-71/Ds —4 1/V 114 T Z By: Date: ,Tonevcireav 1731.frvE //5 5/ Checked: Date: HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborenginuers.com Job #: Scale: Sheet: 130 le) Fee' OC7 -E./7 GI/ (6,5) 4- lofrze(z) 7z MAt4...v1,4 (2) ( 2 / ) 4t 8 2- S - /1 m en,174 3 13 ‘c, Er 5-(7z--)(Z rf31) 3 12 (2-9Wo Repesic,./ ?et) ; 7)? /2) - 12 e 4 AlAtc..e#4 (e)-7cesf ° VJE (z; - /2 /5370 5 4 - (z)- it >, 18,94 xe-7= 5Editm 3 -) (r) 5Vf& 63, 30 2,o (2 55 in (2)- /2"), x• Cr) 211-1h 3 op< = 3'7 7/1 7r, 5 riz (z-f,;3) 17Z "if (Z /0 4/ ---t X / = 0, sigo J 5r 0 ge-/rm ,=-0A;2'ffa , r /4EET P/ s 5 ro,e-e-PQcvJ / By: Date:: sfe.2"-/e.J.PrO") 7„7-ii1vE // Checked: Date: uc nr HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Job #: Scale: Sheet: 5 2/ 51r- 4Z-5/ry lavx BOX 42 VOil Val "0, = is<Ditt 114/7"4 =_— ,414 0 kv (Z)(21/2-7) Z7G-fr7c 014 0. 0.J• 17e;Rr ..C4.1.Pve--) _A-TE• 2,1-1-713 9 77°074 /` C 4- 5 7 if) :;•-- a ‘76 I X IT) 25:2 4./7 `2) 05 f >- //47 z 12000. 57:5-471 4 /7Zg 4 mfr,Q. ,3e1311 (2 WO 4) 9,7 7S Oo37, 1 z es De- p-e. 720". / 5 ro f--// 14 fi:OR' 0 Pe-724-8' (Se--11,/-1 Q qA-7-"E) 7-124, /1 pi Zirriorx 5750( Zo) I-77,9 2-00 ( ZDI I 7 3 It 12 ,)c /06/ //:70C 115 (29 io / f.:71 4 2 C t' • 5-5? r, /490 (91.4v E3OX 3e? e 8 •'-= 0, iZZ /In 0,/,?,57 n/67-- A4 e-EI- f-REs T; SieRE- 1-7-,c)N By: Date: -D5 • .7-oilt-suroo") t- 0-vr•E '1 Checked: Dale: HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Job #: Scale: Sheet: vs. rio ov 7 - - Pi-A-4a= 43 Gk.,/ is'49/ J-7,rivi./ fi:7R Ge /57e (4)-30A:7( E 0, ',Lae° -se",..5Wp (A:3re a Fr OSP) - 0,7 ( / E o,Z77 eff) /-1,47r4lekh- /IX/ m (frsce '1 5 )62.5,a 'IS .33 V/c,33 z / 114 4pAtn - 133 I 33 2- V 333 0,277 EW F-3 5 Evric, / " < M44,Gotoi(1) aras ?zs/ 4 z-9-7 0 0 0 fk-T 44- 0,11 / J AS. e Pye) x 014 571,P5 61&74 6"---/k-Co Ersf eET F/EDE,Skl T. By: .012 5. ..7671-ie"V it" 1•.1 1:9,\I 7- Checked: Date: uc tic HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 ww-w,harborengineers,corn Job # Scale: Sheet: PC-"Ikg MINE- g,011/1 7'1 Aril) 141 c 1-607;;v.e,t4- C,c 1/4c. Roo"' hIVAC; / 0.36 7RA-evE Ykclozr h - b 7' -11 '4" CeiEi.)- fry s R, 053 IS Rt e25110 Rf f/ 51 c (h)RP/ /--)0 .57 41- YYp 0, .5,(1.0)1o3) F YRr (j. n. .„) o , 7 ve-rer "n 3° ‘,„ 0 2--)5/1".1 /2,0c2/----- A4 4.,/...re)::› 3 o ) = 20& C 1/ev/ r' F-kv = 3 C / dit C 4- - 4y-17 vg:N. -r (itrA?) kvbr 17 171 I//q 6 / 7- By: Date: p: 5. 7(:),4,/n4/7-oN / T Checked: Date: HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Job #: Scale: Sheet: ,E( /R6 C ON Tint erfa I3tE reR /move- h' VA- e _CV ,g,r7ev.er e7r4 A././417.E5r-- z:;,c9m-fivp-iep 17 0- 0,7 X- 4 XF:sc FP — / 0 3 a-eif-- Rk, ( f3 ) _ e ,(1, " 4- Rit(1-4;3) -13 2 3) )1-4 766 3C 3 o,a 0,7 e 4 gFp- 3 RiT(t44) 1.04z2 cAre-`, viag-1 1- RI- 1.1.3) 4- EveR1 (1:3) + )rt (11-3) 4_ i4G 1.1) 3c3fr,(3) + 41. t Pm #' 36 3 4/ A.) 0 li."1/ nee-r 4 1 Rg. 0 tr 5 L/PI7e,R7 frV5r MEET FRESH T. 1 E)00/c— 7-07 I-7i VAC (//v/r By: Date; ..70)/Airrory / y Checked: Date: HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www,harborengineers.com Job #; Seale; Sheet: RZ / 0- V A 1- ,4r TN4.-4)11-V ert72Ry ir4 CA-PA-c7 rif (-;) / I .5 TO -51/ Ret'cf2X) r v C tify 01146_ 7 7 L 0 14) // /47..rf 74. 2 Pfr-i bpr Z 1/','Sr „Oen/nov.4729 -5 /Parr" /c•Pcoi,),' = .42:7 a r RAP 7 6 6 .37 5, 3 '7, 375 rcs 314, s 3 14 5* 9135- C'f5a ' z 9 CpAc,r,gj C2,4- () / /11AI-4o4-) P.A1,.4-c2 4i- 3e2O 0 4,0 (.1 /4 OP"( Wee 576E4fO/5T5a it.C2S 41 /. 87 9107 9 sz g o 1". Kir dep>0 / A-77#ct 04EP 4f5c 0* 4 c/ReA / 6,3 r• 304 I -44. /i4,7/ / 5 2 41' C 5 1 `21 Pf24:7/ce7 1-7, vit c/"./ wr A/r esP T .Z: 162(:)/-- / 71 14.1- tw/7-- By: Date: -77/471/V—CT2N c.neL.1 Checked: DZILC: nc HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Job #: Scale: Sheet: R 3 J-Series and H-Series - 5 - 293 4 Standard Load Table for Open Web Steel Joists, H-Series Based on allowable stress of 30,000 psi Adopted by Steel Joist Institute May 31, 1961 and American Institute of Steel Construction, Inc., June 19, 1963 The bold face figures in the following table give the TOTAL safe uni- formly distributed load -carrying capacities in pounds per linear foot, of H-Series High Strength Steel Joists. The weight of DEAD loads, including the joists, must in all cases be deducted to determine the LIVE load -carrying capacities of the joists. The load table may be used for parallel chord joists installed to a maximum slope of 34 inch per foot. The light face figures in this load table are the LIVE loads perlinear foot of joist which will produce an approximate deflection of 1/360 of the span. LIVE loads which will produce a deflection of 1/240 of the span may be ob- tained by multiplying the figures in light face by 1.5. In no case shall the total load capacity of the joist be exceeded.*** Loads above heavy stepped lines are governed by shear. Loads below dsshed lines are to be used for roof construction only. Footnotes —See tables and text above * Indicates Nominal Depth of Steel Joists only. ** Approximate Weights per Linear Foot of Steel Joists only. Accessories and nailer strip not included. *** Section 5.9 of the Standard Specifications for Open Web Steel Joists, J-Series and H-Series limits the design LIVE load deflection as follows; Floors, 3i60 of span. Roofs, %,30 of span where a plaster ceiling is attached or suspended; hso of span for all other cases. See manufacturers' catalogs for detailed information on specific joist types. Tests on steel joists designed in accordance with the Standard Specifications have demonstrated that the Standard Load Tables are applicable for concentrated top chord loadings (such as are developed in bulb -tee roof construction) when the sum of the equal concentrated top chord loadings does not exceed the allowable uniform loading for the joist type and span and the loads are placed at spacings not exceed- ing 33" along the top chord. Table reproduced by courtesy of Steel Joist Institute. 8 i ,000 psi H5 l2 22 00 .1 8.2 10 600J, A 557 0 520 488 1 459 437 433 -. 368 411 313 268 an-1 232 355 J 202 328 176 301 155 H-Series • 5-295 STANDARD LOAD TABLE OPEN WEB STEEL JOISTS, H-SERIES Allowable total safe Loads in pounds per linear foot based on aliowa e stress of 30,000 psi Joist Designation 14H3 14H4 14H5 14H6 14H7 I6H4 16H5 18H6 16H7 16H8 •Depth in Inches 14 14 14 14 14 16 16 16 i6 16 Resin Iistinnch Kipg Mornents 165 212 259 307 369 J 221 289 344 413 478 � Maximum End Reaction in Pounds 3200 3500 3800 4200 4600 3800 4300 t 4600 4900 52t10 + Approximate Weight in Pounds per Foot 5.5 6.5 7.4 8.6 10.0 6.6 7.8 8.6 10.3 11.4 Span in Feet 14 457 500 543 600 657 15 427 467 507 560 513 16 400 438 475 525 575 475 538 575 613 650 17 376 346 412 447 494 541 447 506 541 570 612 18 340 292 389 354 422 467 511 422 478 511 544 578 19 305 248 368 301 400 364 442 437 484 400 399 453 484 516 547 20 275 212 350 258 380 312 420 374 460 435 368 342 430 413 460 490 520 21 249 183 320 223 362 270 400 323 438 375 334 295 410 357 438 429 467 495 f 159 194 235 281 326 4 22557 330 373 434 473 23 . m ..,.. , 208 140 191 123 267 169 245 149 326 205 300 181 365 246 350 217 400 286 383 251 r 279 225 363 272 400 326 426 379 452 434 .. 24,... 256 198 334 239 383 287 408 334 433 382 ?5 176 109 226 132 276 160 327 191 368 222 236 175 3 211 367 254 392 295 416 338 26 163 96 209 117 255 142 303 170 354 198 218 I55 285 188 268 .` 339 226 201 377 262 334 400 300 26& 27 186 194 237 2 177 �239 28 140 77 180 94 220 114 261 136 314 158 188 124 246 i50 293 181 350 21fl 371 240 29 175 112 229 135 273 162 327 189 a59 216 30 164 101 214 122 255 147 306 171 195 31 153 91 200 111 239 133 287 155 332 177 32 144 188 01 224 ill 269 341 311 161 •, 170.5J J .Sv,"POT s Pof )-/ 1411~G C/M/ r cN ,Roe.c` 8e i Yvefer! w, 5..1; / 3 4- 9 M tib- Mm ( - 89e*-1 Seetno F6 .47efLo Cr o., rv= 81t4 2 8WS) - /99, #/ 2.75 1359 / 096 (i2./ 0,4 (3C©0C) 0 ©o (' )L 5f+/ 1 5-(/97)) (G) �/7 Z S 177 d,50r4 3 L 3x3x1f A3C. 0,569 jn 3 x - 423107 1'0/hfl/N G 205 ve._ 31t/ Pc. 2S(?5) Z zfLfog - < Sx=o,569ry3 ✓ok O� �6 �� TN, _ 3p f ex f 3Sf (29x/oC) /,23 11-f2 /t A 3 SfPP©'T Tt 7NGj , 12 N r 4/,5T/r LE - / 1 511 Tr By: Date: �s .ToJ-/N/.STO./ z ow`y '19 ToP R i/e4-G 1//V/ r Checked: Date: u nc HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborenginecrs.com Job #: Scale: Sheet: ^ vi Pct, Ss/5frpgr p OR /24' 1100 t,t/ r-1 An't? 5v; pentpa-p iei ieeavr-: PRerrn fr-f4 - -e:4•Sr.5 RAv4e ile2e2v WE/ 6Plif pvc-r1 ofeiAle = /04) --- 305 rs" 1 .5 rie ur .Z7 le.ng/fvE1 0 /E1 c W, i.714f- 174, 77: -= ,i-z•s) rAi ? t o v, Vrn 3 5Z- < /r1.4,5 A1.4,424,-4 Ve4 7-7 C, f) /4,4/5 a Pv.s-.7, '11,30 0 * 11/1 frixfx = 24 3 tr-os4 Mm < 41*)S. Al.-Ge104 o (6) JGh' 5J / S frPeeD Vfrre 7O -P/PPORr 14/S 7- /14 4'51- ..=.R&SP ,E)Arv4.- 1-7'067L:' By: 'Da ,76).4,ev3— ,Z crit.+J-7 11; Checked: Dale: HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Scale, Sheet: / 4.ra v4 /-xv AeAT-14E 11.0(242 re, re? cz me, s. r/ r Pr:/75 P4- , 52F /7 (c 3/50 42' so so It.- '1 /(4.7.7,4?c, 3/5© 1700N) .fr p_e 113E2 ie /75(a)-3/7is (2-9?tio 0,/195- o o .-re /a/ 00 eP it/V/ mrpe 0, 5-3 C 14-)/ 0 0 0 UAt/STR 0,202 Tn*3 O,/5T,f 2 A .7.. 0 ,5 fr TL VOA, rx• 70 ..rld /40.4e-r L/oo© w5 T /1EE PEEN /E)A-Al H 0 ,E) By: Date: Q 5, s700VeNerraN Checked: Dale: HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Scale: Sheet: /Li e Ho CHANNELS & COMBINATIONS FOR 1',/8" (41 MM) WIDTH SERIES CHANNEL CHANNEL SELECTION CHART Channel Channel Dimensions Material & Thickness Hole Pattern Styles KO T SL HS DS H3 Width Height Li Steel Stain - less Steel Alum. ,' , 4bo' / '. . In mm In mm P1000 1¼ 41 1¼ 41 12 ga 12 ga .109 • Ell• P1100 1% 41 1¼ 41 14 ga 14 ga II. MI IIIII P2000 1% 41 1¼ 41 16 ga - - P3000 1% 41 1% 35 12 ga - - 11111 IIII P3300 15/a 41 'A 22 12 ga 12 ga P4000 1¼ 41' 21 16 ga 1 16 ga .078 P4100 15/8 41 13/16 21 14 ga - - MI OM P5000 1% 41 31/4 83 12 ga - - P5500 15/8 41 27/16 62 12 ga - .109 • This reference chart reflects the available channels and hole patterns manufactured by Unistrut Corporation. • Stainless steel sections are also available on special order in "T," "SL" and "HS" hole pattern. • Metric equivalent for material thickness: 12 ga. (2.7 mm); 14 ga. (1.9 mm): and 16 ga. (1.5 mm). ' Not available in aluminum. CHANNELS & COMBINATIONS IN DESCENDING ORDER OF STRENGTH Channel S Ina I 1n4 Area in2 Weight Lbs/Ft P5001 1.716* 5.578* 1,794 6.10 P1004 A 1.673 4.079 1.978 6.70 P5501 1.153 2.811 1.453 4.94 P1001 C41 1,145 1.860 2.223 7.60 P5000 .628 1.099 .897 3.05 P1001 .572 .930 1.112 3.80 P1101 .456 .741 .834 2.84 P3001 ,431 .593 1.007 3.40 P5500 .391 .523 .726 2.47 P2001 .379 .616 .681 2.32 P9200 .297 .278 .489 2.23 Channel S in' I in, Area in2 Weight Lbs/Ft P9000 .203 .164 .384 2.05 P3301 .202 .177 .797 2.70 P1000 ,202 .185 .556 1.90 P1100 .166 .149 .417 1.42 P3000 .154 .121 .503 1.70 P4101 ,141 ,114 .574 1.94 P2000 .140 .124 .340 1.16 P4001 .125 .101 .478 1.64 P3300 .072 .037 .398 1.35 P4100 .053 .025 .287 .97 P4000 .048 .023 .239 .82 • Effective section properties. Z-12 1 1 Jr_ pl000® & P1001 CHANNELS FOR 15/s" (41 MM) WIDTH SERIES CHANNEL P1000 1 5/is" 7/e" • „ •1 • -3/8 2 Pierced channels are found on pages 60 and 61. Weight: 190 Lbs/C Ft (283 kg/100 m) INISTNU1 23.3 1 18,0 P1001 2 — Weight: 380 Lbs/C Ft (566 kg/100 m) BEAM LOAD* 3500 3000 2500 2000 Ca o 1500 \\ 1 000 500 0 24 36 48 60 72 84 96 108 120 132 144 156 168 180 192 204 216 228 240 SPAN (In) *Maximum allowable uniform load. •-- — P1000 P1001 • Channel We ght Allowable Moment Material Thickness Standard Lengths Finishes Other Materials Lbs/Ft kg/m In -Lb N•m In mm 10 20' PL GR HG PG SS EA P1000 1.90 2.8 5,080 570 .105 2.7 in Mil NM P1001 3.80 5.7 14,390 1630 .105 2.7 1.1 Nominal thickness of 12 gage strip steel is .105 inches. iss z7=12m//ve $e/siwc, ,eRces o/v ,QAr-r6e Afer, ic,Licr/e4 5./.5/14/ C pv,a 305 /0e7 t a PJ Mc' r I ( 2 /(/,(,) ( os-At) fj / 0, 3 5ps 0 )( It) a fp) (4-s--p) / 34 -eZ---6epeR.,\es /0 z 7—R y 46 / 17/e/1.1,,ne c fee-P—r4--PP't", T© S 7 2:)-r /Ace. o 11' Cotra9 (.)() .2/iE-)C-1.7 544.112ee-/Xfoe-J /Z? /5-(A5p)-- -9-c27 7‘'fr a () 4VscRew - o 3 PLAA/ scc 71/67WEE7- 7;Z: By: Checked: Die: Date: HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Job #: Scale: Sheet: H511-/C1 c cw r/r,/ v ei7) 7-6/e 5 / e CT 5 c 96,(2.75) C T •,* V ,6 Co n42./NE-13, PA-sre'Yele 1/ V 9 Ce I 03a 0 33 13 _c 1, 0 4.0,12,/ 6 O. 093 le 0' pr, 7 :.--- 0/17 < 1,0 0 k 0 - / 2 rjEL, AP,e/44/^e /ei XCADe• r ,e4-4 6i-/I0ePp TcD REMe 4,444, S7L75 By: Date: Tat-fri ry 9 0,1-1 /---/OW:) Checked: Date: roc HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www,harborengineers,com Job #: Scale: Sheet: H‘/N4 A I/ .5* OReA-6. ; Wp 371 F r 2,5 fr b9fr'r 0,7 (5)) = 0r7 (2/0 -A- 0,2 .527s Vi/p 1•1110. MOW. • C-- = •-• F = 0 )47—V0 117(',75) — (60 -1- 5-7 1 ) 0,9 5 -I- FR(J.,0) A c 0 / F / 9 V 1 it 7 //I- 4 8 i="2!5.17 0/o Irg AJ fre2,,elk,,, Checked: Dale: HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers.com Joh #: Scale: Sheet: / T Ca< • 77/V eM -s-V 1=7,9ae 0,61:, Olt FR =.- 8 0 3 I 4/ - Ft, 4- ne I ( 1,7 5).t• so(0,5.5) 4- rwo,y) :-. 0 Ft. FR CC FOP VEty .r/v7,4 4r4LEC 7 /I.`, 4^/Cneffge.et4- .2:7a5/ re) 1/Ac11//tc-- r,e e Prea-kw-i Se4-F - rirPr/ei scpervs. # ftcH CeZetve* (r)20Z 0 5-0 /sciet.e, 4' )(4 00 > t c- • 7 Vele 2,5,or W5r MEET F/€1-7 r,z- By: Date: 2:? i.:/". ogrArrd:K/ .9vt. 7 /i 9 Date: Checked: HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-600(1 www,harborengineers,com Job #: Scite Sheet: re/r.5 Oa- Si ri 5‘2672 3-0/67-1 4 -= 5 " 14/F r pg,.4opr.,4 1173ove; pex7/2 A -I-COvePGRyr/ceei-..circflfaemE is/e3" /8,4-5-7-vP 5„, z ?3 33,:voo p ; /144/low ,coi-4' h (/self- -t-lop_vjfr6, 7f •5z‘,/ ktirArv_si-Oozflieve Z 5 V7-Ritrd-rfiezemei? / 13 f V1/17) = 770 444.) I a .73 /14 01,4w r. 7-7 0 (i-2.) .1: 90 att </1/14/42,4) = /COCO #- 0,05E5 in / 47=eve CA-c-c s/ S / 5775 /6 1' /VS 7— ME fRE.5,1-/ TL By: Date; ,7e2).frv_r727A) 9.3vs1 Checked: Date:. Job #: HARBOR CONSULTING ENGINEERS, INC. Seattle, Washington Phone: (206) 323-6000 www.harborengineers,com Scale' Sheet: r3jr5 Product datasheet EX75T3H Characteristics * Green Premium • Complementary Main Range of product Square D Product or component type DOE 2016 energy efficient transformer Device application Low voltage electrical distribution Number of tap -offs 2- Tap Values: 2.5 % FCAN 4- Tap Values: 2.5 % FCBN Phase 3 phases Rated operational power in VA 75 kVA Network frequency 60 Hz Type of cooling Natural convection Primary voltage 480 V delta Secondary voltage 208Y/120 V Material Aluminium [Uirnp] rated impulse withstand voltage 10 kV Temperature rise 150 °C 220 °C insulated Efficiency 98,69 % 35 %load, 75 °C Noise level 44 dB 6 dB belowNEMA ST-20 Percentage impedance voltage 5,2 % %IR 4.29 % Height 42,01 in (1067 mm) Depth 22.76 in (578 m Width 30.08 in (764 mm) Product weight 571 lb(US)(259 kg) Content [Ipki rated peak withstand current 4 kA Tap loss No load (core loss) Load loss (coil loss) Continuous thermal current rating factor At 16.6 % loading At 25 % loading At 50 % loading At 75 % loading At 100 % loading Mounting support Floor Floor, with 7400FMB Wall, with 7400WMB18K2OK Ceiling, with 7400CMB2OK Degree of protection UL type 1 UL type 2, with 74000S20K UL type 3R, with 7400WS20K Electricat connection 2 Hole Nema Pad primary Hole(s), 11,1 mm 0 2 Hole Nema Pad secondary Hole(s), 11,1 mm 0 4 Hole Nema Pad sec - XO Hole(s), 11.1 mm 0 Environment rn 5 Schneider 1 / 9 -I-4r Ar-g ambient air temperature for operation 104 "F (40 °C) average ambient air temperature for operation 30 °C standards UL 1561 NEMA ST-20 CSA C22.2 No 47 Offer Sustainability Green Premium product Green Premium product Compliant - since 1536 • Schneider Electric declaration Compliant - since 1536 - Schneider Electric declaration of conformity of conformity Reference not containing SVHC above the threshold Reference not containing SVHC above the threshold Available Available Need no specific recycling operations Need no specific recycling operations Schneider 212 rsir City of Tukw Department of Community Development August 19, 2019 DAVID LEE 2126 NW 204TH ST SHORELINE, WA 98177 RE: Correction Letter # 1 MECHANICAL Permit Application Number M19-0130 MEET FRESH - 121 SOUTHCENTER MALL Dear DAVID LEE, 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 - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size I lx17 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 seallstamp, 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. System requirement notes and System control sequences on page M2 refer to assuming Seattle energy codes, some of which are not the same as WSEC. Revise all plan code references and notes to show complying with 2015 Washington State Energy Codes (WSEC) 2. Sheet S3 detail4 shows a detail cut reference to detail A — A. Please clarify where that detail is located. 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. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Bill Rambo Permit Technician File No. M19-0130 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ° PERMT L,OtiD CORP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0130 PROJECT NAME: MEET FRESH SITE ADDRESS: 121 SOUTHCENTER MALL Original Plan Submittal DATE: 09/16/2019 Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: 19 Buitdin Division Public Works LI Fire Prevention Structural n Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/17/19 Structural Review Required REVIEWER'S INITIALS: DALE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) DUE DATE: 10/15/2019 Approved with Conditions E Denied (le: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 9ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0130 DATE: 08/05/19 PROJECT NAME: MEET FRESH SITE ADDRESS: 121 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works AM NC Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 08/06/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 09/03/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire D Ping 0 PW Staff Initials: 12/18/2013 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.Tukwila'WA,gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8/23/2019 Plan Check/Permit Number: M19-0130 El Response to Incomplete Letter # Response to Correction Letter # 1 RECEIVED CITY OF TUKWILA fl Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner SEP 1 6 2019 Deferred Submittal # Project Name: Meet Fresh Project Address: 121 southcenter Mall Contact Person: David Lee Summary of Revision: PERMIT CENTER Phone Number: 206-817-6081 Revision made to "system requirements notes" and "system control sequences" regarding WSEC code compliance. Changes made to sheet S3 to show section AA. Sheet Number(s): M2 & S3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Penult Center by: [%. Entered in TRAKiT on 40 C: Uscrs\ bill-r\DesloopTcvision Submittal Formsloc Rcvised: August 2015 0 110ITIC KIWI-101 tal Search L&I Safety & Health Claims & Insurance k Washington State Department of /Labor & Industries AZ index Hop Workplace Rights Trades & Licensing UNIVERSAL APP & COM REFG LLC Owner or tradesperson Principals SIN, DENH CAY, MANAGER PANG, KUEN SHING, AGENT PANG, KUEN SHING, PARTNER/MEMBER (End: 09/08/2011) Doing business as UNIVERSAL APP & COM REFG LLC WA UBI No. 602 436 330 3525 S CHICAGO ST SEATTLE, WA 98118 206-349-0358 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties COMMERCIAUINDUSTRIAL/REFRIG License no. UNVAPAC954NJ Effective * expiration 08/11/2005— 10/04/2021 Bond American Contractors Indem CO Bond account no. 100351103 $6,000 00 Received by L&I Effective date 10/04/2017 10104/2017 Expiration date Until Canceled Bond history Insurance Sentinel Insurance Co LTD $2000,000.00 Policy no. 52SBAAB3857 Received by L&l Eftctive date 09/10/2019 08/28/2019 Expiration date 08/28/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits aganstthebondorsavings. No lawsuits against the bond or savings accounts during the previous 6 year period. Help us improve L&I Tax debts t �� No L&I tax debts are recorded for this contra is, license during the previous 6 year period, but some'avr,ts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 059,906-01 ...... ........ Doing business as UNIVERSAL APPLIANCE & COMMERIC Estimated workers reported Quarter 2 of Year 2019 "1 to 3 Workers" L&I account contact T3 / STEPHANIE HENDERSON (360)025-5598 - Email: HSTE235@Ini.wa.gov Account is current. Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training— Effective July 1, 2019 Needs to complete training. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 01/03/2014 Inspection no. 316910413 Location 3828 South Yakima Avenue Tacoma, WA 98402 Violations Washington State Dept. of Labor & Industries. Use of this site is subject to the taws of the state of Washington. Help us improve SITE REFERENCE - WESTFIELD MALL STREET LEVEL (SCALE: N/A) 1-405 --PPOJECT LOCATION VICINITY MAP PROJECT DESCRIPTIONS: INSTALL PLUMBING SYSTEM PER PLAN FOR EXISTING TENANT SPACE #724 WITHIN WESTFIELD MALL BUILDING. EXISTING BUILDING STRUCTURE SYSTEM NO CHANGE. PROJECT DEFERRED PERMIT APPLICATION: 1. ELECTRICAL, 2. TYPE-11 HOOD SYSTEM 3. HVAC * DUCT INSTALLATION 4. WALK-IN COOLER AND FREEZER. CODE COMPLYING: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2015 UNIFORM PLUMBING CODE (UPC) 2014 NATIONAL ELECTRIC CODE (NEC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2009 ICC/ANSI A 1 17.1 ACCE551BLE AND USABLE BUILDINGS AND FACILITIES CITY OF TUKWILA ALL CODE AMENDMENTS REVISIONS No cnai,ges shall ne ninoe to the scope of work wonour v-G approval of the Tukwila Building Division. NOTE: Revistbns wit reunite a new Dian submittal and may include additional plan review. A Mechanical Electrical Plumbing Lid Gas Piping PROPERTY DATA: PROPERTY PARCEL: 920247-0130, 920247.0010 PROPERTY ADDRESS: 121 SOUTHCENTER MALL, SEATTLE, WA 98188 LEGAL DESCRIPTION: WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1-9 WHICH REPLACES BSIP REC VOL 249 PGS 77-84 (AKA PARCEL M TUKWILA BSIP #11-10-032 REC #20101021000765) (TAXABLE PORTION) Plat Block: Plat Lot: PARCEL M PROPERTY OWNER: WESTFIELD PROPERTY TAX DEPT LOT SIZE: 5.09 ACRES ZONING: TUC PROJECT BUILDING: II-B CONSTRUCTION, FULL SPRINKLER, TWO STORY, TOTAL GFA 279,113 SF TENANT SPACE: SUIT 724, 2300 SF (GFA) TENANT BUSINESS: MEET FRESH westfleff Working Drawing Review ❑ Approved 0 Approved as Noted Cl Res4Ebmlt Thvsv draY:inpy h.M1N3Ixvn ro+'icwctl fora+^coil down drtvnt only. AllTe—ty Ambindripnaara r nh-ld to ba verifleonsthe fcr a siyllq hBmirat n—ittor Tenant O,o0 yo�btvlotcomp�ying w;h vt: gov�:rrzm�:nE ivguloEans. neffivv 'I'll tlstan Ked ev: oltlWi^+jogs is ,enuitan. b`heptt nth at ein-' 3.7.19 signed / Ll buty REVIEWED FOR CODE COMPLIANCE APPROVED Kj24 2O1� City of Tukwila. BUILDING DIVISION FILlh� O�P` Patmk No. Plan review approval is subject to errors and dmOSslDns. Approvat of construction documents does nor authorize the vioiationofany adopted code or ordinance. Receipt of approved Field Copy and I;ECEIVED CiT: OF TUKWILA SEP 16 2019 PERMIT CENTER conditions is acknowledgeo: By �. 1� Y G-H3 CORRE TIONI LTR#_ Date:: y/z 4 EXISTING TRUSS -800 5200-54 MTL STUD FLAT TO ROOF CORRUGATED MTL SHEATHING UNDER SIDE W1 (2) # 10 SCREW ON EACH CORRUGATE, TYP. -24" MIN—' —24" MIN, z MIN. 3G25200-54 STUDS < PO C fop, D_ FLAT EXTENDING 24" ON EACH IS) DUCT 5�TALLA ION (24�` L24' AX.) 51DE Of OPENING WITHIN G' Of ROOF TRUSS, WITH (2) # 10 o SELF DRILLING SCREW ON EACH DECKING METAL CORRUGATE 1 2 ITYP. ROOF CUT BLOCKING AND NAILING I CODE COMPLYING: 2015 INTERNATIONAL BUILDING CODE (115C) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 201 5 UNIFORM PLUMBING CODE (UPC) 20 4 NATIONAL ELECTRIC CODE (NEC) 2015 WASHINGTON STATE ENERGY CODE (W5EC) 2009 ICC/AN51 AI 17.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES CITY Of TUKWILA CODE AMENDMENTS CODES I O`MIN. TO ANY AIR INTAKE AND PROPERTY LINE IN ANY DIRECTION; I OMIN. FROM SAME OR ADJACENT BUILDING WEATHE PROTECTED OUTLET WITH 3/8" 5CPEEN�___ 10' MIN. FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT SOURCE ROOF INSULATION I STEEL WEB �(E) CORRUGATED 'V J55 @ TO O.C. METAL ROOF DECKING (E) STEEL I BEAM BEYOND 15`0 OR EQUIVALENT AREA, 2G GA. MIN. GALV. STEEL MAKE-UP AIR DUCT. P-G MIN. IN5UJATT AND ALL JOINT SEALED LP_ FRESH Al EXHAUST INTAKE __R/ 17)TP � AINFF # 10 SHEET METAL SCREW AT HOOD TOP AND BOTTOM ATTACHED HOOD TO EACH WALL STUD — 5.5. WALL FLASHING QPG I G" MIN. OVER HOOD 00 SIDE EDGE5 --- 0 -78'-3" 1 13EAI cob_ I GR ITY MAKE-V Alf I TAKE ON ROOF 0 t�I�%o b11 7� 12' FREEZE 21'- 1'4' < LU HOOD SYSTEM EQUIPMENT LOCATIONS PLAN (SCALE: 3/1 G" = P-O") EXHAUST FAN ON ROOF 8' TYPE -II HOOD I ------------- I< 2 LU I ' W (E) STEAL WED TPU55 @ 50.0 TYP LU (E) STEAL I BEAM I O'MIN, TO ANY AIR INTAKE AND WEATHE PROTECTED OUTLET PROPERTY LINE IN ANY DIRECTION; I O'MIN. WITH 3/8" SCREEN FROM SAME OR ADJACENT BUILDING I O'MIN. FROM ANY (I O'MIN. REQUIRED) HAZARDOUS OR NOXIOUS CONTAMINANT SOURCE EXHAUST FAN SHALL BE EXHAUST FAN SHALL BE INSTALLED MOTORIZED HINGED AND SUPPLIED WITH SUPPLIED DAMPER. CLA55 I A, A FLEXIBLE WEATHERPROOF -00 EX P LEAKAGE PRATE AT 4 ELECTRICAL CABLE — 7 — MAX.REQUIRED. CFM/5f XREQUIRED. (40" MIN.) L GREASE PEASE GUARD. 24" MIN. EXTEMDED FROM EXHAU5T--�. 0 ROOF INSULATION OCIP I UL Tio 0 (E) STEEL WEB TPU55 M I @ 5- O.C. (NO CHANGE) < u:j Q< t LU z 160 OR EQUIVALENT AREA, 24 GA. MIN < LO STEEL L MAKE-UP AIR DUCT :E ---------------------------------------------------------- tu Q MAKE-UP AIR DUCT SHALL BE 0 INSULATED W1 R-G MIN. INSULATION. IU Do NON-COMBUSTIBLE SUSPENDED CEILING 00— LS) z U-1 z 0 LU TYP. HOOD FRONT HANGER: 1/2" THIREDED POD WITH 'G` CLAMP (3000050PLPL) TIGHT TO STEEL BEAM BOTTOM FLANGE. HOOD SIDE ELEVATIO�NISECT�ION DETAIL MB 00 S = 0" (��_=CALE: 112 -1' ro (i > 5*5. WALL FLASHING 18" OVER HOOD 51DE EDGES A 011003111001001 G"MIN. (lJ 0P ON CEILING, 12" MAX. TO HOOD i TYPE-11 HOOD 2' 2'-4" 8' PERMIT CENTER GMIN. ELECTRICAL INDUCTION COOKER, (STEAM COOKING ONLY) G-5" HOOD FRONT ELEVATIONISECTION DETAIL HOOD 0 =CALE: 112 17 III NOTES; 1. BUILDING ENGINEER TO APPROVE ALL ATTACHMENTS TO EXISTING STRUCTURE. 2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROJECT DESCRIPTION INSTALL ONE 8'TYPE-11 HOOD IN RESTAURANT KITCHEN. EXHAUST FAN AND MAKE-UP AIR SYSTEM ON BUILDING POOf, CONSTRUCTION. ji NOISE NOTES: EXHAUST FAN ON POOP W1 30" MIN. TO PROPERTY LINE. N015E LEVEL: 55.4 cibA, WITH 80' DISTANCE REDUCTION, THE BOUND PRESSURE LEVEL ON PROPERTY LINE SHALL BE LE55 THAN 25 clI3A. UNITS WEIGHTS LIST ITEMS 7 WEIGHT 8' TYPE 11 HOOD SYSTEM NOTES: (1) HOOD: ONE 8' TYPE -II CANOPY HOOD 144 0.b) EXHAUST FAN 120 0.b) 0 ALL ALL STRUCTURAL CONNECTION DETAILS SHALL STRUCTURAL SHALL DETAIL IN CONSTRUCTION. TYP. HOOD FRONT HANGER: 1-5/5" P 1000 UNI- TO CP055 (2) ROOF TRUSSES. 1/2"0 THREADED ROD WITH LOCK NUT AND WASHER ON TOP AND BOTTOM. STRUT L,I/Ml "J_::EXI5TING I BEAM —12" OR EQUIVALENT AREA, 24 GA. MIN. GALV. DUCT, ALL JOINT SEALED. I MAKE-UP AIR DEfU5 vesiflefif Working Drawing Review El Approved M Approved as Noted —6- 191-111, 8' FT LONG TYPE -II BY CAPTIVE AIRS. UL LISTED NSF STAINLESS EXPOSED AIRS, NCA I OPA. 1200 CFM @ 0.50 At RE DESIGN AND WORK WILL CONFORM TO IMC-OG, UL 300, NFPA9G, ALL LOCAL, STATE CODES AND INSURANCE REQUIREMENT, ' 'T I BE APPROVED BY LANDLORD I RA BUILDING ENGINEER, CONTRACTOR FOLLOW ENGINEERS, D 'L IN AND HOOD EXHAUST & MAKE-UP AIR CALCULATIONS HOOD (LF) RATE (CFMILF) REQUIRED HOOD CFM DUCT SIZE DUCT AREA FPM EXHAUST 8' 150 1200 12"0 0.79 SF 1529 MAKE-UP 901/6 OF EXHAUST 1080 118"0 1.77 SF 612 1/2"0 X 3" SCREW AND WASHER 2`X2'X 1/4 WASHER STEEL TRUSS BOTTOM CHORD 11 — 1-5/5" P 1000 UNISTRUT -Ij FNO DRILL OR WELD ON EXISTING TRUSS. TYP. TYP. (2) UNI-STRUT CONNECT TO ROOF TRUSS, ROOF SEAL BY LANDLORD ROOFER --� , FAN PAN ROOF CURB 800 5200-54 MTL STUD FLAT TO ROOF CORRUGATED MTL 1—SHEATHING UNDER 51DE W1 (2) # 10 EXISTING STEEL SCREW ON EACH WED TRU55 CORRUGATE, TYP. 3 1 ROOF PENETRATION * CURB CONNECTION Ij I KW REVISIONS A2/25/2010 NW D -E �FOR -P 24 2019 of Tukwila 4G DIVISION z UJI _j W r ,zz 0 00 0 p P to 058 1 75 1 SHEET m I 1/2312019 SATE: =-,-.d co 0 co ci CO (Z' co pi z lz� c, CQ 'tl;31 Ell _.JI = TxeEnl(no I` ; �. - _ _ �_ _ i 28 CF i C-� A280 CFM 28it 0 CFt� 28b\ it- -:_: ji ti o it -'AMMaog"TiT280 CFM I I I I 8"7Dip. I T-I `>T✓ it it A2 ,.,.I' I I I. I I I I I I I _I (I IIII IIII III IIII I1r Ii tl'I 1I 'II1 11 2880 4FM I I I I I 0DI1.1 11 11 1 DIF. I III III . i it CI�prrS'T iIII IIII I1II I1II `IIf`-:.),l1II Ii i1 I I I I & I I I Ij� I I 1II I i l l l Il a3 4-1- -_ I I I I I I I I I I 1 1 1 1 1 r it 1 1 I I I COI I I I I I - I I I I - I 1 1 1 ( it it RXTPI i) 1it I ,1"I I i I i A"0 S IA RV(1I2 4FPM) I it _ 1 II.61OW RFLMYI t I I I I i II i i l I j gUPP M it =I 1I s ij1r II_T1,l_T _) ll ,1 _I-TL_= aI_I I I I I I I I I I it I I i l l l l l i I I i l - II I 1it 1 1: 11( 1 1 1 1 it /I I I I I f I I I I I I i I 1 t 1 1 1 2801CiiMi 1 1 1 1 1280 GFM1 1 1 1. 280 QFM 1 1 1 '.10 (d DIF I I I I I I I SaO hll#, I I I i l Igat� rh,Fl I t i it I 1 4"211 ' I I D{F I I I I I I I I Il'" 1 1 1 11 1 I ii7 t 1 1 1 1 I I I I 1 1 I I I I i l 1 1 I 1 1 h I I I I I I I I I I I I I I19 I I I I I I I I I I I I I I i l l i i l l i l l l l l l r �. (�i; �� I�e�J 1� I,'� I I i�:=rl I l i `l)} I I I I i I i (�'� II`t.l: I I I 'J i i I I•a�l+ I' i 1 IL ` PENDENT LIGHT. TYP. DECORATION CURTAIN, TYP. (5) SETS HVAC SYSTEM EQUIPMENT LOCATION AND DUCTING PLAN (SCALE: 114" = 1'-0") LEGEND El24X24 T-BAR CEILING MOUNT DIFFUSER 24X24 T-BAR CEILING MOUNT REGISTER INSULATED FLEXIBLE DUCT, SIZE PER PLAN I GX 16 GWB CEILING MOUNT DIFFUSER jam- DUCT CONNECTOR Wl ADJUSTABLE AIR FLOW DAMPER 111 ( 24X24 WALL MOUNT RETURN AIR REGISTER fT THERMAL STATE CDOWNWARD ROUND DIFFUSER @ 12'-6" AFF 1. HVAC SYSTEM AND INSTALLATION SHALL COMPLY WITH 2O15 W5EC AND 2015 SMC. 2. CONDITIONED AREA OCCUPANT LOAD 15 92 (PER APPROVED BUILDING PERMIT PLAN CALCULATIONS), REQUIRED MIN. 0.5.A.: 1792 CFM (SEE CALCULATIONS BELOW), PROVIDE WITH (1) 7.5 TON UNIT WITH 3000 CFM AIR FLOW CAPACITY 3. TH15 SYSTEM TYPE SHALL BE CLASSIFIED AS "SIMPLE MECHANICAL SYSTEM" AS DEFINED IN WSEC. C403.3 4. THIS SYSTEM DUCTS SHALL BE CLASSIFIED AS LOW-PRESSURE DUCT SYSTEM (STATIC PRESSURE LE55 THEN OR EQUAL TO 2" W.G.). ALL DUCT JOINTS, SEAMS AND CONNECTIONS SHALL BE SECURELY FASTENED AND SEALED WITH APPROVED MASTIC DUCT SEALER. ALL DUCT AND PIPE INSULATION SHALL BE R-7 MIN. DUCT AND PIPE INSTALLATION AND SEAL SHALL BE COMPLY WITH WSEC. C403.2.7 ALL DUCT INSULATION AND PIPING INSULATION SHALL CONFORM TO THE 2015 WSEC SECTIONS: C403.2.8 AND C403.2.9. ALL METALLIC DUCTWORK AND FLEXIBLE DUCT SHALL BE CONSTRUCTED AS SPECIFIED IN THE 5MACNA DUCT CONSTRUCTION STANDARD. 5. HVAC SYSTEM SCHEDULE: ALL 7 DAYS 9:00 PM -- 5:30 AM SYSTEM OFF; 8:30 AM -- 9:OOPM SYSTEM ON. G. HVAC SYSTEM CONTROL PER 2015 WSEC C403.2.4 7. DEMAND CONTROLLED VENTILATION (DCV) (C403.2.5. 1): PROVIDED BY AIR -SIDE ECONOMIZERS 8. ALL SUPPLY AIR DIFFUSERS SHALL EQUIP WITH ADJUSTABLE DAMPER OR LOUVER TO OBTAIN THE EXHAUST RATE PER PLAN. 9. ALL OTHER RELATED PERMIT (ELECTRICAL, GAS LINE, AND ANY OTHER PERMIT REQUIRED FOR SYSTEM INSTALLATION ) SHALL BE APPLIED SEPARATELY BY CONTRACTORS. 10, SYSTEM TESTING AND BALANCING SHALL BE PERFORMED IN FULL COMPLIANCE WITH 2015 WSEC C408.2.2.. 1 1. SYSTEM EQUIPMENT COMMISSIONING SHALL CONFORM WITH 2O15 W5EC Sea C408.2 12, SYSTEM MAX. RETURN ARE RATING AS 1787 CFM, SMOKE DETECTORS MAY NOT BE REQUIRED RETURN AIR L CONNECTION DETAILS SUPPLY AIR OVED BY LANDLORD CTURAL ENGINEER. ==DE51GNA1NDU'111ff'TAI'LL HALL FOLLOW ENGINEERS TAIL IN CONSTRUCTION. ® RE5TROOM VENTING FAN, VENT ROUGH ROOF TO OUT5IDE NEW HVAC UNIT GENERAL DATA UNIT FUNCTION: 5.5 TON, DX COOLING, GAS HEATING MADE & MODEL: TRANS, Y5C 102F3" POWER / BTU: 208V 3 043.3AMP MCA BREA [MAXIMUM KER SIZE: 50 AMPS (MOCP)j NATURAL GAS INPUT: U 120,000 BTU, GAS CONNECTION: I /2' / 3/4" NPT; 4.5 / 14.0 P51 MAJOR MOTORS DATA: COMP ES P.: 2 R SO 08V, 3PH, 3.7HP, 15.9 RLA CONDENSER FAN MOTOR: 201 1 PH, 3/4HP, 4.0 FLA EVAPORATOR FAN MOTOR: 208V 3PH, 2 HP, G.3 FLA REFRIGERANT TYPE: R-4I OA, 4.7 POUNDS ECONOMIZER: 100%, MANUFACTORY BUILD IN ROOF UNIT COOLING PERFORMANCE: GROSS CAPACITY: 102.0 MBH EER: 1 1.2 NOMINAL AIRFLOW: 3400 CFM MIN, SET POINT: 1 ,79G CFM IEER:13.0 SYSTEM POWER: 8.G2 KW HEATING PERFORMANCE: INPUT: 120 MBH (3 BURNER) OUTPUT: 9G MBH STEADY STATE EFFICIENCY: 80% OUTDOOR SOUND RATING: 88 dBA ROOF OPENINGS: SUPPLY AIR OPENING: 33.75"X 1 7.75" RETURN AIR OPENING: 33.75"X 17.75" SEE ATTACHED SPECIFICATIONS FOR OTHER DETAILS estfield Working Drawing Review ❑ Ai ved 0 Apmovee os No1ed ❑ Rosuwnll Th"w d,an vn boon va Wep ai don Oro �ii o"n n�taro"esa "P����4ui;,xss n'kop,�6nn. ,ee .nab � 3s2 3.7.19 SYSTEM CONTROL SEQUENCES: I. GENERAL OPERATING SCHEDULES SHALL BE CONFIRMED AND ADJUSTED AS NECESSARY. ALL 5ETPOINT5 SHALL BE ADJUSTABLE. 2. OPTIMUM START-UP: SYSTEM SHALL BE STARTED TO ESTABLISH SPACE TEMPERATURE PRIOR TO OCCUPANCY. SCHEDULES SHALL BE CONFIRMED AND ADJUSTED TO CLIENT'S REQUIREMENTS. DURING THE OPTIMUM START-UP PROCESS, DAMPERS SHALL REMAIN IN FULL RE -CIRCULATION POSITION. 3. OCCUPIED MODE: BASED ON TIME OF DAY SCHEDULE. SYSTEM SHALL MAINTAIN MINIMUM OUTDOOR AIR VENTILATION CFM DURING OCCUPIED MODE ONCALLFOR HEATING, MINIMUM OUTDOOR VENTILATION CFM SHALL BE Q 3 4. UNOCCUPIED MODE: RTU SHALL BE OFF. UPON FALL IN SPACE TEMPERATURE BELOW 55e F, SYSTEM SHALL BE STARTED WITH DAMPER IN FULL RE -CIRCULATION POSITION. SYSTEM SHALL OPERATE UNTIL SPACE TEMPERATURE EXCEEDS GOOF. 5. HEAT PUMPS WITH AUXILIARY ELECTRIC HEATING SHALL UTILIZE COMPRESSION HEATING AS FIRST STAGE OF HEAT AND CONTROLS SHALL BE PROVIDED TO PREVENT AUXILIARY HEAT OPERATION ABOVE 40°F (WSEC 2015 SecC403.2.4. 1. 1) G. AIR ECONOMIZERS ON SYSTEMS WITH COOLING CAPACITY GREATER THAN 65,000 BTU/H SHALL BE CAPABLE OF PROVIDING PARTIAL COOLING EVEN WHEN ADDITIONAL MECHANICAL COOLING IS REQUIRED TO MEET THE REMAINDER COOLING PER 2015 WSEC C403.3.2 CONTROL SIGNAL REQUIRED MIN. VENTILATION (ALL RATE PER IMC TABLE 403.3 ) AREAS AREA (SF) BREATHING OCCUPANT BREATHING RATE (CFM) AREA VENT RATE (CFM) EXHAUST RATE (CFM/LT) REQUIRED VENT (CFM) SEATING AREA 1259 70/1000 7.5 0.18 888 HALLWAY 158 0.06 9 RESTROOM 51 0,714 36 KITCHEN & PREP AREA 805 0.7 564 SUB -TOTAL 2273 1,497 WITH 0.8 EFFECTIVENESS (IMC TABLE 403.1.2) 1 1,796 PROJECT DESCRIPTION INSTALL ONE 8.5 TON HVAC UNIT ON BUILDING ROOF ABOVE TENANT SPACE. NOTES: 1. BUILDING ENGINEER TO APPROVE ALL ATTACHMENTS TO EXISTING STRUCTURE. 2. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. CODE COMPLYING: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL FUEL GAS CODE (IFGC) 2015 UNIFORM PLUMBING CODE (UPC) 2014 NATIONAL ELECTRIC CODE (NEC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2009 ICC/ANSI AI 1 7. 1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES CITY OF TUKWILA CODE AMENDMENTS CODES EQUIPMENT 51ZING: Page 1 Commercial Heat Loss and Heat Gain Calculation 1/29/2019 Report Prepared By: TECHCRAFTCORP For: MEET FRESH 600 SOUTHCENTER SEATTLE, WA 98188 Design Conditions: Seattle -Tacoma; Latitude: 47; Time 1:00 PM Indoor: Outdoor: Summer temperature: 75 Summer temperature: 80 Winter temperature: 72 Winter temperature: 26 Relative humidity: 50 Summer grains of moisture: 64 Daily temperature range: 22 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) People 23000 18400 41400 0 REVIEWEE MF RIM 24 fTu IG D Ceilings 24,636 0 24,636 23,541 CODE C Miscellaneous 15,520 80 15,600 0 AP Lights 8,528 0 8,528 0 SE Partitions 923 0 923 923 Infiltration 0 0 0 0 Ventilation 0 0 0 151,800 City Duct 0 0 0 0 BUILDI Skylights 0 0 0 0 Door Leakage 0 0 0 0 Doors 0 0 0 0 Windows 0 0 0 0 Walls 0 0 0 0 Floors 0 0 0 2,116 Whole Building - All Components 72,607 18,480 91,087 178,380 ( Z5 tons ) HVAC-Calc Commercial 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Loatl wkula,lons era estimates Doty, eclusl loetle may vary- to weaNm entl oonef r, diitte,e . RECEIVED CITY OF TUKWIL/A REVISIONS I 2/25/2019 ,R 5/23/2019 ZK OQ LU 4= V W 0 LL J 1-4gQ G E� a_ O o =NZQ W wrn0z Lu 0 ai In j I I U 1 SHEET M2 DATE: 1/2312019 —� (I S'FAL I BE I I I i I I I i �— — — — -- --------------� -,,\ --- --- --- I 1 I I I ( I I I I I ! j Q I SEI DETAIL 4 { M I FORRTU BASE m OITROOF FRAMI< G REINFORCE ND m Oil I I— ) C NNECTION '' I— �I I (w I i P.TU(TRANEYMC102f, 1108G'LB) — —.:,-- --.:.-------------- (t 5EE DETAIL 5 1 M3 FOR tHYSICAL I I Ly SIZE AND (CORNER WEIGt�T DETAILLU I w I (E) STEAL WEB TRUSS @_5' O.C.TYP.__ -- --- I (E) STEAL I BEAM A ( I (E)I STEAL I BEAM — I I iII I I I I 1 I I NOTES: I . TENANT'S GENERAL CONTRACTOR, AT TENANT'S EXPENSE, SHALL BE REQUIRED TO FURNISH TEMPORARY WEATHERPROOFING FOR ALL ROOF PENETRATIONS, UNTIL LANDLORD'S ROOFING CONTRACTOR HAS MADE FINAL WEATHERPROOF PATCHES, AT TENANT'S EXPENSE. TENANT'S STORE SPACE NUMBER SHALL BE PERMANENTLY STENCILED ON ONE 51DE OF ANY ROOF -MOUNTED HVAC UNIT, WITH MINIMUM THREE-INCH (3") HIGH LETTERS. 2. ALL ROOF AND SLAB PENETRATIONS MADE BY TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO LANDLORD'S STANDARD CRITERIA AND SHALL BE SUBJECT TO LANDLORD'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. WEATHERPROOFING OF ANY ROOF PENETRATIONS REQUIRED BY TENANT SHALL BE PERFORMED BY LANDLORD'S AUTHORIZED ROOFING CONTRACTOR, TENANT'S GENERAL CONTRACTOR SHALL PAY ALL SUCH COSTS, THEREFORE, DIRECTLY TO SUCH ROOFING CONTRACTOR UPON THEIR DEMAND, ANY FAILURE TO FOLLOW THI5 PROCEDURE, AND ANY DAMAGES RESULTING THEREFROM, SHALL BE AT THE TENANT'S SOLE C05T AND EXPENSE. 3. INSTALL ALL DUCTWORK AS TIGHT TO STRUCTURE AS POSSIBLE. ROUTE TO AVOID LIGHT FIXTURES. MAINTAIN DUCT HEIGHTS TO ACCOMMODATE CEILING HEIGHTS. REFER TO REFLECTIVE CEILING PLAN. 4.COORDINATE PENETRATION LOCATION ON ROOF WITH ANDY THOMPSON, FACILITIES DIRECTOR AT 5OUTHCENTER MALL. ALL PENETRATION AND WORK WILL NEED TO BE DONE BY REQUIRED ROOFING CONTRACTOR _. �... .. _......... 21'--.....— ---—%— HVAC RTU LOCATION AND ROOF FRAMING PLAN (SCALE: 1 /4" = 1 '-0" ) HVAC RTU (TRANE YSC 1021`3% 5.5 TONS UNIT) -SPOT WELD BOTTOM FLANGE Q WEIGHT: 1035 LL, TO ALL AROUNDORT FRAME Q 4" O.G. vvw v�wv MANUFACTURE PROVIDED ROOFING (BY BUILDING ROOFER) HVAC UNIT METAL ROOF CUR . REFILL ROOF INSULATION INSULATION 5/8"0 A307 BOLT -METALSPACER (FIELD MEASURE AND SELECT) CORRUGATED METAL ROOF —.-...—...---3'-10"._._. -.. \ DECKING 2"X2"X1/4" WA5HER EXISTING ROOF TRUSS TOP - L3X3X I/4 ANGLE STEEL CHORD 3"X3'X 114" ANGLE STEEL -1N a N ILI N G ( cD fl u°'i O — g u��Q cam N x � � z � Q m 3"X3"X 1" ANGLE STEEL —__ — -- 7'-32' 4 HVAC RTU BASE FRAMING AND CONNECTIONS I 5/8"0. ON CENTER. L3X3X I/4 ANGLE STEEL 3! i G �' , I i -"'-� MIN. (4) #I SELF -DRILLING SCREW EVENLY PLACED (24 O.C. MAX.)THROCGH ANGLE iSTEEL TO D CKING. TW. EACH 5/8"0 A307 BOO i TYP. (G) I L3X3X I/4 ANGLE STEEL ==5TRUCTUPALL CONNECTION DETAILS OVED BY LANDLORD CTURAL ENGINEER. HALL FOLLOW ENGINEERS TAIL IN CONSTRUCTION. 4'-3" 253 Lb z OG xn 4'-54" TRANS YHC 1021 " 23 Lb (I 03G Lb) istfle l Working Drawing Review ❑ Approved © Approved as Noted ❑ Resubmi3.7.19 o.eiii 4�-cey`i»' �W "mi' ae<a a,v`eom+wi��;. a 205 Lb 341 Lb REVIEWED FOR CODE COMPLIANCE APPROVED SEP 24 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 16 2019 PERMIT CENTER 8 x N W x W TENANT SPACE OUTLINE BELOW w W U D (E) W14x22 — _ - INDICATES (E) ROD PARTIAL t 9 I I i I L _ J RANGE HOOD 1 N BELOW - HVAC' UNIT ON ROOF v v w w W16x31 10 11 4 S3 (E) W16x 6 (E) W12x14 1111 (E) J1 I I I II x x OPERABLE (E) J1 j I WALL/DOOR I W W I II STORE FRONT I� (E) W1204 I J1 dill I iI 1 W W w 3 (E) J1 3 W W v (E) J1 0 W16x26 W12x14 LEGEND: I 1. (E) J1 - INDICATES: 16H5 OPEN WEB STEEL JOIST AT 6'-0" O.C. (U.N.O.) 2. / D - INDICATES: (E) 1Y" DEEP x 22ga / TYPE A STEEL ROOF DECKING 8 9 10 11 `yQ RANGE HOODI `1 `F10\0 L, ABOVE77 LP L_ J I I 1 III I � 18" WIDE (MAX) ABOVEFORMER L — — — — L TYP S3 TRENCH, TYP I OPERABLE I WALL/DOOR I -- HVAC UNIT ON 11 1 ROOF ABOVE Jiy I 1 19 �r i TENANT SPACE OUTLINE (E) 5" CONCRETE SLAB ON GRADE (E) CONC SPREAD FTG, TYP �1 L1 L1 PARTIAL SLA 1 R i i ON GRADE AND FOUNDATION PLAN a. t GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE 2015 INTERNATIONAL BUILDING CODE. STRUCTURAL DESIGN CRITERIA: ACTUAL DEAD LOADS PLUS THE FOLLOWING DEAD AND LIVE LOADS: FLOOR LIVE LOAD 100 psf CAT WALK LIVE LOAD 40 psf ROOF SNOW LOAD 25 psf SECURITY DOOR 30 plf WIND LOADING: 110 MPH BASIC WIND SPEED, EXPOSURE "B", IW =1.0 K,t = 1.0 SEISMIC DESIGN: TOTAL FORCE SEISMIC DESIGN PROCEDURE Ss = 1.50, F. = 1.0 S� = 0.5, Fv = 1.5 Sus = 1.0 RP= 2.5, 6.0 ap= 1.0, 2.5 � = 1.0 SITE CLASS = "D" SEISMIC DESIGN CATEGORY = "D" FOOTINGS SHALL BEAR ON SOLID UNYIELDING EARTH AT LEAST 18" BELOW ADJACENT LOWEST A CENT FINISHED GRADE AT PERIMETER AND EXTERIOR LOCATIONS. ALLOWABLE DESIGN SOIL BEARING PRESSURE = 8,000 psf, PER ORIGINAL 1966 RECORD DRAWINGS. MINIMUM FOOTING WIDTH SHALL BE 18 INCHES. FOUNDATION IS EXISTING, NO ALTERATIONS ARE REQUIRED AS PART OF THE PROPOSED PROJECT. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF 2500 psi, MAXIMUM W/C RATIO = 0.50, MINIMUM 5 1/2 SACKS OF CEMENT PER CUBIC YARD. SUBMIT MIX DESIGN FOR REVIEW AND APPROVAL. GROUT 5000 psi MINIMUM 7-DAY CUBE STRENGTH PER ASTM C1157-00. GROUT TO BE PREMIXED NON -SHRINK "MASTERFLOW 928 GROUT" OR APPROVED EQUAL. USE SPECIFIC GROUT MIX RECOMMENDED BY MANUFACTURER FOR EACH GROUT APPLICATION AND FOLLOW GROUT MANUFACTURER'S INSTRUCTIONS. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. SUBMIT REINFORCING SHOP DRAWINGS WITH DETAILS PER ACI 315 MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 318-14. LAP ALL CONTINUOUS REINFORCEMENT 40 BARS DIAMETERS OR 2'-0' MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC 1 1/2 MESH AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED 1N HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE ------------------- 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER, #6 BARS AND LARGER ------ 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER, #5 BARS AND SMALLER --- 1 1/2" WALLS, INTERIOR FACE, THE LARGER OF ONE BAR DIAMETER OR A MINIMUM OF----3/4" DRILL -IN EXPANSION BOLTS KWIK BOLT III BY HILTI FASTENING SYSTEMS, "RED HEAD WEDGE ANCHOR" BY ITT PHILLIPS OR APPROVED EQUAL. ICC CERTIFICATION REQUIRED. SPECIAL INSPECTION REQUIRED. DRILL -IN ADHESIVE INSTALLATIONS HILTI HY20 ADHESIVE ANCHOR SYSTEM FOR UNREINFORCED MASONRY OR BRICK WITH CAVITIES, HIT RE 500 SO ADHESIVE ANCHOR SYSTEM BY HILTI FASTENING SYSTEMS OR SET EPDXY ANCHOR SYSTEM BY SIMPSON STRONG TIE ANCHOR SYSTEMS FOR SOLID MASONRY OR CONCRETE, OR APPROVED EQUAL. ICC CERTIFICATION REQUIRED. SPECIAL INSPECTION REQUIRED. STRUCTURAL STEEL ALL STEEL SHAPES AND PLATES SHALL BE ASTM A36, Fy= 36 ksi, EXCEPT HOLLOW STRUCTURAL SECTIONS (HSS) SHALL BE ASTM A500 GRADE B, Fy= 46 ksi AND PIPE SHALL BE A53 GRADE B, Fy = 35 ksi. FABRICATION AND ERECTION PER AISC SPECIFICATIONS. ALL WELDING SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING A70XX ELECTRODES. MINIMUM WELD SHALL BE 3/16" CONTINUOUS FILLET. STEEL CONNECTION BOLTS SHALL BE A325N AND ALL THREAD RODS SHALL BE A307. ALL STRUCTURAL STEEL SHALL RECEIVE SHOP PRIMER ON ALL SURFACES EXCEPT AT FIELD WELD LOCATIONS UNLESS NOTED OTHERWISE ON THE DRAWINGS, EMPLOY A PROPER FIRE WATCH DURING ALL FIELD WELDING OPERATIONS. STRUCTURAL ALUMINUM ALL SHAPES AND PLATES SHALL BE FABRICATED IN ACCORDANCE WITH ALUMINUM ASSOCIATION STANDARD ADMI 2015 ALUMINUM DESIGN MANUAL: PART 1 A SPECIFICATION FOR ALUMINUM STRUCTURES. ALUMINUM ALLOY AND GRADE SHALL BE FURNISHED AS SHOWN ON THE DRAWINGS. ALUMINUM SHALL BE 6060-T5 ALLOY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. ALL WELDING SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING APPROPRIATE ELECTRODES AND FILLER ALLOYS FOR THE PARTS BEING JOINED. MINIMUM WELD SHALL BE 3/16" MINIMUM FILLET. CONNECTIONS IN ALUMINUM EMPLOYING BOLTS SHALL HAVE ALL BOLTS, NUTS, AND WASHERS MANUFACTURED USING A304 STAINLESS STEEL. EMPLOY A PROPER FIRE WATCH DURING ALL FIELD WELDING OPERATIONS. WOOD FRAMING LUMBER SHALL BE KILN DRIED OF MC-15, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X MEMBERS) -- DOUGLAS-FIR # 2 BEAMS AND STRINGERS -- DOUGLAS-FIR # 1 POSTS AND TIMBERS -- DOUGLAS-FIR # 1 STUDS, PLATES, AND MISC. LIGHT FRAMING -- DOUGLAS-FIR STANDARD GRADE TOP AND BOTTOM PLATES AT BEARING WALLS -- DOUGLAS-FIR CONSTRUCTION GRADE BOLTED STUDS, LEDGERS, AND PLATES -- DOUGLAS-FIR STANDARD GRADE 2X6 STUDS AND PLATES -- DOUGLAS-FIR #3/STUD GRADE VERIFY SCALE w m m BAR IS ONE INCH IF NOT ONE INCH ON a = ON ORIGINAL DRAWING THIS SHEET, ADJUST a o o 0 1 SCALES ACCORDINGLY WOOD MEMBER CONNECTIONS SHALL CONFORM TO THE MINIMUM FASTENING SCHEDULE, TABLE 2304.9.1, OF THE INTERNATIONAL BUILDING CODE, WHERE CONNECTIONS ARE NOT SPECIFICALLY INDICATED ON THE DRAWINGS. PLYWOOD SHEATHING SHALL BE GRADE C-D. EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR GLUE SHALL BE IN CONFORMANCE WITH I.B.C. STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION AND NAILING REQUIREMENTS. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH A.W.P.A. APPROVED PRESERVATIVE. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE 'STRONG -TIE' BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG C-2017. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. ALL TRIPLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THE REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ONLY ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH THE INSTRUCTIONS PREPARED BY THE SUPPLIER. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. THE STRUCTURAL ENGINEER HAS NO KNOWLEDGE OF, AND IS NOT RESPONSIBLE FOR THE SITE AND SOIL CONDITIONS. MISCELLANEOUS REFER TO ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN, REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF DUCT OPENINGS, PIPING, CONDUITS, ETC. NOT SHOWN. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO STARTING WORK AND NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. REFER TO THE SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENERAL NOTES. SPECIAL INSPECTIONS SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH SBC CHAPTER 17 BY A TESTING AGENCY APPROVED BY THE AUTHORITY HAVING JURISDICTION FOR THE FOLLOWING COMPONENTS: 1. EPDXY INSTALLATIONS IN CONCRETE. 2. EXPANSION ANCHOR INSTALLATIONS IN CONCRETE. 3. STRUCTURAL STEEL ERECTION. 4. LIGHT GAUGE STEEL FRAMING INSTALLATION. SUBMIT SPECIAL INSPECTION REPORTS TO THE CITY OF TUKWILA BUILDING DEPARTMENT, THE GENERAL CONTRACTOR, PROPERTY OWNER, AND THE STRUCTURAL ENGINEER OF RECORD. END OF GENERAL STRUCTURAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED SEP 24 2019 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 00 aD z T_ ::E Q Q W g C) w C Uj H C7 z W U) Q I-- Z U co coO tl) I— (n o z W ` w U_ p ) C � z c�i O° z 1— o e[ E_ LL1 to 15 U w (A z 00 Q a_ Iso SEP 16 2019 PERMIT CENTER JOB NO. 19035.00 z DATE: 07.17.2019 1 SHEEP: 1 OF 4 w N 5 0 5 10 15 20 DWG.# SCALE IN FEET Ys" = 1'-0" S1 - w o_ (E) 16H5 O.W.S.J. L3x3xy4 L3x3xY4 TYP —MIN. (5) #12 6'-8- SELF -DRILLING SCREW ti EVENLY PLACED (18" D.C. MAX.) THROUGH ANGLE o STEEL TO DECKING. TYP. EACH SIDE LLT- (E) W12x (5)-5/8-0 A307 BOLT TYP. 6'-11 7'-3j/2" PLAN #12 SELF -TAPPING SCREWS @ 18" D.C. ALL FOUR lllll� MANUFACTURER PROVIDED HVAC UNIT METAL ROOF CURB----,, REFILL ROOF INSULATION (E) W12xl4z=j, HVAC RTU (TRANE YSC102F3*, 8.5 TONS UNIT) WEIGHT: 1035 LB MAXIMUM INSULATION NOTE: 1. VERIFY ALL DIMENSIONS WITH MECHANICAL DRAWINGS. SPOT WELD BOTTOM FLANGE TO SUPPORT FRAME 0 4" D.C. ALL AROUND ROOFING (BY ROOFING CONTRACTOR) 5/8"0 A307 BOLT %2" DEEP x 22ga 3'-10" TYPE A STEEL ROOF DECKING B EXISTING ROOF TRUSS S2 TOP CHORD f 5A � - Z SECTION A -A 7S2 7 HVAC RTU BASE FRAMING AND CONNECTIONS--__-,�) SCALE: 3/4" = l'-O" L PER DETAIL _/STEEL L Y4 LI TO L CLIP (E) 1)/2" TYPE A tY, x I x 3 L PER DETAIL ROOF DECKING CLIP �Y2" DIA BOLT STEEL SPACER & NUT t X 2x2y)/4 04 —/ =j X 3 WASHER —/ CLIP LOCK NUT (E) W BEAM PER PLAN 1y4" LAP NOTE: 1. ALIGN TWO-PIECE CLIP WITH %" DIA BOLT ANGLE TO ANGLE IN PLAN. DETAIL SCALE: 1 1/2" = l'-O5A' W DIA BOLT CENTER ON (E) O.W.S.J. TOP CHORD (E) 1)/2- TYPE A ROOF DECKING STEEL SPACER DO NOT CUT O.W.S.J. TOP CHORD (E) O.W.S.J. PER PLAN DETAIL SCALE: 1 1/2" = 1 -0 513 VERIFY SCALE w BAR IS ONE INCH IF NOT ONE INCH ON ON ORIGINAL DRAWING THIS SHEET, ADJUST IY2" TYPE A IY2" TYPE A 0 1 SCALES ACCORDINGLY ROOF DECK ROOF DECK (E) O.W.S.J. @ 6'-0" D.C. \,E �ISTIN76F/TRUSS \ (E) W BEAM CL SYMMETRY 3/8"0 SCREW AT EACH C) CONNECTION MANUFACTURER REQUIRED DETAIL PER 0 MOUNTING HOLE A/All SQUARE D VIBRATION REDUCTION 3 FOOT MIN. EX75T3H DEVICE SERVICE SPACE 44 EX75T3H REQUIRED TRANSFORMER TRANSFORMER Y," T&G FIRE RETARDANT PLYWOOD W/ #8 SELF WEIGHT CENTER �(450 Lb) DRILLING SCREWS @ 6" D.C. WEtlHT MAX AT JOINT AND EDGES, CENTER AND 10" O.C. MAX FIELD 7 -2' 4 6" ATTACH TO JOISTS I ly4" 5/8" CEILING AT 10' AFF SUSPENDED CEILING AT 10' 6" x 18 GA. METAL '�TUD AFF ON TOP OF KITCHEN 6"x x 169a TRACK 4 (600S162-43) 0 16O.C. STUD) 0 r9//8" GWB EACH 0 PLACE ADDITIONAL 3Y8"x 0 S2 (ALIGN WITH EACH S D 0 1E. TYP. 6 JOISTS AT EACH x 16ga TRACK SIDE OF - /-WALK-IN COOLER /-39/8" x 18 GA. GALV. S2 TRANSFORMER 0 TRACK T 0 u OPENING 7'-6" METAL STUDS AFF (362S162-42) 0 16- EGRESS WALK-IN ____/ O.C. TYP. PASSAGE COOLER I 36"x84" REAR WAY EXIT DOOR OPENING 7AT T OF 6" x 18 GA. GALV. METAL STUDS (60OS162-43) BOX 36"x84" REAR NOTE: OPENING AT BEAM ABOVE OPENING EXIT DOOR 1. VERIFY ALL DIMENSIONS WITH HEIGHT OF (MAX. SPAN 4'-6") MECHANICAL DRAWINGS. 7' AFF FRONT ELEVATION SIDE ELEVATION TRANSFORMER ABOVE EXIT DOOR DETAIL SCALE: 3/4" = 1'-0" #8 S.D.T.S. 0 6" 6" PLWD 3%" TRACK-/ '�--#B S.D.T.S. EACH SIDE EACH STUD 01-�STEEL STUDS E SCALE: DETAIL � 2 0 3 CE SYMMETRY #8 S.D.T.S. FB @ 12" O.C.I STEEL STUDS x 16ga TRACK sz (2)-6"x I x 18ga STEEL STUDS ---- Ll DETAIL SCALE: 1 1 2 = 1 0 INFILL STUDS BOX HEADER ANSFORMER DIA S.D.T.S. BLOCKING L Y go x 3" x 4" .IP WITH (3)-#8 D.T.S. EACH LEG x x 18go UD BLOCKING BELOW TRANSFORMER DETAIL SCALE: 1 1/2" = 1 -0" 00 00 CO _j 0) w I z c/) (D ui c ) 04 �t W O 0 - I . KING Sluuj m � REVIEWED FOR a V) CODAPPE COMPLIAROVEDNCE F- U) 0 SEP 24 2019 W V) 12go PLATE 4 x 6 w S? WITH (3)-#8 S.D.T.S. City of Tukwila u- CD c c AS SHOWN EACH SIDE F- F- OF WALL Wc- 3"L 12ga x 3" x 3" CLIP WITH (3)-#8 �779 S.D.T.S. EACH LEG OPEN 2 TRIMMER - STUDS NOTE: t TRIMMER AND KING STUDS SHALL MATCH SIZE AND GAUGE OF STUDS USED IN THE WALL. ELEVATION B-B RECEIVED W =3 0 CITY OF TUKWILA U) SEP 16 2019 PERMIT CENTER Ck c JOB NO. 19035.00 'c 1 0 1 2 3 :2 DATE: 07.17.2019 SCALE IN FEET Y4" V-0. SHEET: 2 OF 4 v 1 9 6 3 0 1 DWG.# SCALE IN FEET IY2" = l'-O" S2 la VERIFY SCALE = g g L� m BAR IS ONE INCH IF NOT ONE INCH ON ON ORIGINAL DRAWING THIS SHEET, ADJUST cm 0 1 SCALES ACCORDINGLY I UNISTRUT (E) IY2" TYPE A PIOOO--\ STEEL ROOF DECKING ROOF INSULATION OPEN STEEL WEB JOIST NUT 0 6'-0" D.C. TYP. (E) W BEAM BEYOND Z UNISTRUT CLAMP FITTING KITCHEN SUSENDED dEILING _j #12 SHEET METAL SCREW AT HOOD NUT NUT --�j TOP AND BOTTOM a ATTACH HOOD TO EACH WALL STUD 0 16" O.C. 8, TYPE -II HOOD z 6"MIN in . DINING SPACE io S.S. WALL FLASHING 16" MIN. OVER HOOD SIDE EDGES------" L- HOOD SIDE SECTION SCALE: 1/2" = 1'-0" TRENCH WIDTH REPLACE #4 BARS IN 18" MAX TRENCH (IF PRESENT) AND ADD #4 CONT AT CENTER CHIP OUT (E) CONC AS REQUIRED (OFFEST AS REQUIRED) ON 2 VERTICAL TO 1 HORIZONTAL (E) CONC SLAB SAW -CUT SLAB 1" DEEP EACH SIDE OF TRENCH PER PLAN UA Vf ROUGHEN (E) CONC AND 3000 PSI 5Y2 SACK CONCRETE APPLY BONDING AGENT PLACED OVER COMPACTED SUB -GRADE #4 DOWELS 0 18- D.C. EMBED 4" MINIMUM INTO (E) CONCRETE WITH PROPOSED PLUMBING PIPING SIMPSON SET-XP EPDXY) CAST -IN SLAB OR PLACED IN COMPACTED BEDDING SAND SECTION NOTE: 1. SEE PLAN FOR TRENCH LOCATION. 2. BED PIPING IN COMPACTED SAND. TYP. TRENCH IN CONIC SLAB FOR PIPING INSTALLATION SCALE: I"=l'-O" (E) lY2- TYPE A STEEL ROOF DECKING — BEAM CLAMP ALIGN WITH WOOD SUSPENSION h" DIA THREADED ROD AT REAR TWO LOCATIONS TYP. HOOD HANGER: 1 -5/8" PIOOO UNI-STRUT TO CROSS (2) ROOF TRUSSES. 1/2"0 THREADED ROD WITH LOCK NUT AND WASHER ON TOP AND BOTTOM. UNISTRUT P1000 ABOVE EACH SUSPENSION ROD, 2 LOCATIONS ROOF INSULATION (E) OPEN WEB UNISTRUT CLAMP FITTING STEEL JOIST AND NUT TYPICAL� 0 6'-0" D.C. U.N.O. (NO CHANGE) 18"0 OR EQUIVALENT AREA, 24 GA. MIN. 12"0 OR EQUIVALENT AREA, GALV. STEEL MAKE-UP AIR DUCT 2' GA. MIN. GALV. DUCT, ALL JOINT 1EALE1, I MOLL ;Du;)rtNutu I,LJLINU TYP. HOOD HANGER: 1/2" DIA THREADED ROD WITH -G- CLAMP (3000050PLPL) TIGHT TO UNISTRUT EAGH 5196 NUT EACH SIDE IN HOOD 8' TYPE -II HOOD MOUNTING CLIP, TYP_' 2, S.S. WALL FLASHING 18" OVER HOOD SIDE EDGES UNDER HOOD L REPLACE #4 BARS IN TRENCH (IF PRESENT) AND ADD #4 CONT AT CENTER (OFFEST AS REQUIRED) (E) CONC SLAB PER PLAN ___\ ROUGHEN (E) CONC AND APPLY BONDING AGENT- #4 DOWELS 0 18" D.C. EMBED 4" MINIMUM INTO (E) CONCRETE WITH SIMPSON SET-XP EPDXY - TRENCH WIDTH 18" MAX SECTION NOTE: 1. SEE PLAN FOR TRENCH LOCATION. 18"MIN. 18"MIN. 6" MIN. 6" MIN. ELECTRICAL INDUCTION COOKER, (STEAM COOKING ONLY) SCALE: 1/2" = 1'-0' 3%N F - 16go 0 16"O.C. T (E) DEMISIIs CHIP OUT (E) CONC AS REQUIRED SHOWN DA! ON 2 VERTICAL TO 1 HORIZONTAL SAW -CUT SLAB 1" DEEP EACH SIDE OF TRENCH PROPOSED ELECTRICAL CONDUITS CAST -IN SLAB OR PLACED IN COMPACTED BEDDING SAND 3000 PSI % SACK CONCRETE PLACED OVER COMPACTED SUB -GRADE TYP. TRENCH IN CONC SLAB SCALE: 1"=I'-O" (E) 'A FRAM EXISTING W BEAM NOTE: 1. VERIFY ALL DIMENSIONS WITH MECHANICAL DRAWINGS. #8 S.D.T.S. 0 12" CE SYMMETRY STUDS a TRACK (E) DEMISING WALL SHOWN DASHED---,,, nR INFILL STUDS (2) x x 14g�� (2)-12"x x 16go BOX HEADER Ttil, _r II , G WAL L LL HED � 11 1 � INNI I U/11 1� 11 11_�d4_ Lt'II I <=> <Z:> I <::> <=> CD <=> CD C:> C> CD I LA III II kLL II '+3%" x x 16go FULL HEIGHT STUDS I RE COD i E co PIPR1 FC LIAI ED CE NG OPEN I SEP 12019 III II (2)-3%"x16go BEARING STUDS Cx Y.Of-' I HE )JVIS .)N I RECE I ED CITY OF T KWILA �20119 3%'x I. 16go STUDS 0 16"O.C. TYP SEP 1 ON cn LLJ n ad V) CD uJ V) PERPOIT CENTER JOB NO. 19035.00 b — :z 1 0 1 2 3 4 5 DATE: 07.17.2019 1 SCALE IN FEET SHEET: 3 OF 4 STOREFRONT FRAMING ELEVATION (2� cn NO SCALE 1 0 2 DWG.# SCALE IN FEET S3 m ENLARGED STOREFRONT FLOOR PLAN SCALE: 1/2" = l'-O" 1 0 1 2 3 4 5 SCALE IN FEET Y" = 1'-0" (E) STEEL BEAM P2785 BEAM CLAMP W/ LOCK U-BOLT EACH SIDE NUT, TYP. 1-5/8" UNI-STRUT (P1000) 4" NO DRILL OR WELD ON EXISTING BEAM. TYP. TYP. UNISTRUT CONNECTION TO STEEL BEAM NO SCALE DOUBLE KING STUDS 1/2"Dx3" SIMPSON TITEN HD ANCHOR (THD50300H). TYP. (4) FULL p BOTTOM TRACK HEIGHT STUDS 5/8" GWB AND QUARTZ TILE STOREFRONT WALL SET BACK 1" FROM NEUTRAL PIER WALL _ GWB ENDING CAP 1/2" GAP REQUIRED NEUTRAL PIER WALL A S4 STOREFRONT BRACING: P1000 UNISTRUT W/ P2785 BEAM CLAMP W/ U-BOLT EACH SIDE TIE TO EXISTING STEEL BEAM (DETAIL ; W/ (2) #10 SELF DRILL SCREWS THROUGH / TO WALL STUD FROM UNISTRUT. / TYP. 16" MAX. FROM EACH END & 4' MAX. ALONG STOREFRONT WALL STORE SIGN STOREFRONT WALL UPPER PORTION: 16 GA. x 3.625" GALV. TRACK TOP AND 0 BOTTOM, W/ 18 GA. x 3.625" GALV. STUD @ 16" O.C. - 5/8" GWB EACH SIDE, - QUARTZ TILE EACH SIDE x C x 18 GA. GALV. STEEL G STUD @ 16" O.C. TYP. STOREFRONT WALL LOWER PORTION: - 16 GA. x 3.625" GALV. TRACK TOP AND o BOTTOM, W/ 18 GA. x 3.625" GALV. STUD 0 16" O.C. - 5/8" GWB EACH SIDE, - QUARTZ TILE EACH SIDE u 16 GA. x 3%"x GALV. STEEL TRACK W/ 1/2"Ox3" SIMPSON TITEN HD ANCHOR ca (THD50300H) 3" MAX FROM EACH END AND @ 24" O.C. (SEE DETAIL PLAN VIEW) EMBED 3". i STOREFRONT WALL SOUTH SITE DETAIL PLAN VIEW (� NO SCALE D 3'-3y4„ 5 -1„ 2'--9/l/4„ �/2„ SECTION #1 (SOUTH SIDE) SECTION #2 'I 0 i� 0." p 5/8 0' HOLE. TYP. BOTTOM PLATE DETAIL PLAN VIEW 3'-3Y4" 5'- 1 41, 2'-9)/4" SECTION #1 (SOUTH SIDE) SECTION #2 y � a y �o -o D. 0-0-- 1/4"0 HOLE. FIELD DRILL. TYP. TOP PLATE BOTTOM VIEW 2x6 METAL TUBING TOP & BOTTOM PLATE DETAIL O NO SCALE STOREFRONT WALL SECTION DETAIL NO SCALE V STOREFRONT BRACING: j P1000 UNISTRUT W/ P2785 BEAM CLAMP W/ U-BOLT EACH TO EXISTING STEEL BEAM (DETAIL ; W/ (2) #10 SELF DSCREWS THROUGH TO WALL STUD FROM UNISTRUT.TYP. WSIDETIE 16" MAX. EACH END & 4' MAX. ALONG STOREFRONT W - 16 GA. x 3.625" GALV. TRACK W/ 18 GA. x 3.625" GALV. STUD 016" O.C. - 5/8" GWB ON OUTSIDE / i - QUARTZ TILE / vok ENDING HSS 6x2x)a STEEL COLUMN EXTENDING ABOVE 1" OF (E) STOREFRONT STRUCTURAL BEAM BOTTOM FLANGE, W/ a � (2) 3/8"0 SCREWS TIE TO BRACING UNISTRUT.��� F / STOREFRONT WALL SOFFIT BOX BEAM: 14 GA. x 4" x / GALV. TRACK TOP & BOTTOM, W/ (2) 16 GA, x 12" GALV. STUD. GRILL SLIDING SECURITY BOX BEAM: 14 GA. x 3.625" GALV. TRACK TOP & BOTTOM, W/ (2) 14 GA. x 8" GALV. STUDS EACH SIDE. 12" MIN. 14 GA. x 3.625" STUD W/ (10) #10 SELF DRILL SCREW TIE TO HSS 6x2 COLUMN FOR BOX BEAM CONNECTION. SLIDING GATE TOP HANGER TRACK W/ #10 SELF DRILLING SCREW TO BOX BEAM ABOVE @ 8" O.C. 1/2" METAL PLATE W/ 1/2"Ox3" SIMPSON TITEN HD ANCHOR (THD50300H) PER DETAIL PLAN VIEW E/S4. EMBED 3" STOREFRONT AT LATTICE SECTION DETAIL NO SCALE VERIFY SCALE W m m BAR IS ONE INCH IF NOT ONE INCH ON a = Y ON ORIGINAL DRAWING THIS SHEET, ADJUST m a = o 0 0 1 SCALES ACCORDINGLY STOREFRONT BRACING: P1000 UNISTRUT W/ P2785 BEAM CLAMP W/ U-BOLT EACH SIDE TIE TO EXISTING STEEL BEAM (DETAIL ; W/ (2) #10 SELF DRILL SCREWS THROUGH TO WALL STUD FROM UNISTRUT. TYP, 16" MAX. EACH END & 4' MAX. ALONG STOREFRONT WALL - 16 GA. x 3.625" GALV. TRACK W/ 18 GA. x 3,625" GALV. STUD 016" O.C. - 5/8" GWB - QUARTZ TILE 14 GA. x 4" GALV. TRACK TOP AND BOTTOM 16 GA. x 12" GALV. STUD BOXX BEAM. � w�ko HSS 6x2xY STEEL COLUMNS 0 7" O.C. W/ CONTINUOUS 1/2" METAL PLATE ti w � o WELDED ON TOP AND BOTTOM. � C, - Z' TOP PLATE W/ (1) #10-1.5" SELF DRILL SCREW TIE a M TO BOX BEAM OR CEILING JOIST AT EACH BAY. W N BOTTOM PLATE W/ 1/2"Ox3" SIMPSON TITEN HD CSco W o ANCHOR (THD50300H) TIE TO CONCRETE SLAB AS W Z'b t` SHOWN ON DETAIL E/S4 o N "Z. STOREFRONT WALL SET BACK 1" w W FROM NEUTRAL PIER WALL END N o N 'R�a 1/2" METAL PLATE W/ 1/2"00" SIMPSON TITEN HD ANCHOR (THD50300H) PER DETAIL PLAN VIEW W E/S4. EMBED 3". M STOREFRONT AT LATTICE SECTION DETAIL ODNO SCALE j STOREFRONT BRACING: g2 A P1000 UNISTRUT W/ P2785 BEAM CLAMP W/° / U-BOLT EACH SIDE TIE TO EXISTING STEEL BEAM F / S4 (DETAIL ; W/ (2) #10 SELF DRILL SCREWS THROUGH TO WALL STUD FROM UNISTRUT. / /I///i STOREFRONTAWALLX. CH END & 4' MAX. ALONG HSS 4x4xl/4 STEEL COLUMN EXTENDING ABOVE 1" OF © (E) STOREFRONT STRUCTURAL BEAM BOTTOM FLANGE, W/ (2) 3/8"0 SCREW TO BRACING UNISTRUT. 00 W G 5/8" GWB & QUARTZ TILE ON OUTSIDE 00 J Q i-18 of _N 38 x 18 GA. GALV. STEEL LU 1- N D STUD 0 16" O.C. TYP. z LU GRILL SLIDING SECURITY DOOR HANGER BOX BEAM: 14 GA, x = N w 3.625" GALV. TRACK TOP & BOTTOM, W/ 14 GA. x 8" GALV. 1- it m STUD EACH SIDE, 12" MIN. 14 GA. x 3.625" STUD WITH (10) O U 48 #10 SELF DRILL SCREW TIE TO HSS 4x4 COLUMN FOR BOX to BEAM CONNECTION. REVIEWED FOR CL 2-1 O SLIDING GATE TOP HANGER TRACK W/ @1%gCNfLkI d�CE ° i� �y v SCREW TIE TO BOX BEAM ABOVE 0 8, O.C. PROVED SEP 24 2019 5/8" GWB INSIDE 12 cw City of Tukwila H U 1)/2"x6"x1O" STEEL BASE PLATE W/ BUILDING DIVISION LL1 c- (3) 1/2"0x3" SIMPSON TITEN HD ANC W - (THD50300H) TO SLAB, EMBED 3" RECEIVED 0 v CITY OF TUKWILA U 18 GA. GALV. STEEL TRACK W/ 1/2"0x3" SEP 16 2019 d c- SIMPSON TITEN HD ANCHOR (THD50300H) oo e 6" MAX FROM EACH END AND AT 24" O.C! ERTY41T CENTER 4 ° EMBED 3" SOB No. 190'35.00 c a 11 Air °7 7 DATE: 07.17.2019 I STOREFRONT AT DOOR STORAGE SHEET: 4 OF 4 F SECTION DETAIL /+ DWG.# S 4 NO SCALE V a