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HomeMy WebLinkAboutPermit M14-0179 - 301 BUILDING - SUITE 385 - ROOFTOP GAS AND AIR CONDITIONING UNIT(PREVIOUSLY QUIZNOS) 301 STRANDER BLVD STE 385 M14-0179 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Kov Parcel No: 2623049005 Address: 301 STRANDER BLVD MECHANICAL PERMIT Project Name: SUITE 385 (PREVIOUSLY QUIZNOS) Permit Number: M14-0179 Issue Date: 10/16/2014 Permit Expires On: 4/14/2015 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TARGET CORPORATION T 0627 PO BOX 9456 C/0 PROPERTY TAX/TPN 0950, MINNEAPOLIS, WA, 55440 MARK CRAY 7116 220 ST SW , MLT, WA, 98043 METAL SMITHS INC 7116 220TH ST SW STE 10, MOUNTLAKE TERRACE, WA, 98043- 2130 M ETALI141C6 Phone: (206) 295-3193 Phone: Expiration Date: DESCRIPTION OF WORK: REMOVE EXISTING CARRIER GAS/AC ROOFTOP UNIT. REPLACE WITH YORK GAS/AC UNIT WITH ADAPTOR CURB AT SAME LOCATION. RECONNECT UTILITIES AND START UP. Valuation of Work: $12,340.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $363.48 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: Permit Center Authorized Signature: 2012 2012 2012 201 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2014 2012 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 complied 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. I am authorized to sign and obtain this developm&ermit and agreeto the conditions attached to this permit. Signatur Print Na Date: ! b- 1 6 -/4G This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 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 resubmitted for approval. 2: 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. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: 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. 5: 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). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 8: ***MECHANICAL PERMIT CONDITIONS*** 9: All mechanical work shall be inspected and approved under Permit Center (206/431-3670). 10: Manufacturers installation instructions shall be available on PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 1800 0705 0701 MECH EQUIP EFF MECHANICAL FINAL REFRIGERATION EQUIP ROUGH -IN MECHANICAL a separate permit issued by the City of Tukwila the job site at the time of inspection. CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 11[tl : / ."1'1€kwilaNNliVia,ov Mechanical Permit No. Project No. pc(-1-011 0 t4bilq vitiu5 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 Site Address: 301strander blvd Tenant Name: PROPERTY OWNER Name: regency centers Address: 5335 sw Meadows Rd STE.295 City: Lake Oswego State: Or Zip: 97035 CONTACT PERSON — person receiving all project communication Name: Mark Cray Address: 7116 220th st sw City: MLT> State: Wa Zip: 98043 Phone: (206) 295-3193 Fax: (425) 775-6632 Email: markcrayl@hotmail.com King Co Assessor's Tax No.: O-- 1 1. Suite Number: 385 Floor: first New Tenant: ❑ Yes ❑ .. No MECHANICAL CONTRACTOR INFORMATION Company Name: The Metalsiths Inc. Address: 7116 220th st sw City: MLt State: Wa Zip: 98043 Phone: (206) 362-3430 Fax: (425) 775-6632 Contr Reg No.: Metali* 141cg Exp Date: 09/11/2015 Tukwila Business License No.: l^cDT ( „� 11 pd oailbca-f Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Remove existing Carrier gas /ac rooftop unit. Replace with York gas/ac unit with adaptor curb same location . reconnect utilities and start up 12 , 019 Use: Residential: New El Replacement El Commercial: New ❑ Replacement m Fuel Type: Electric ❑ Gas m Other: H:\Applications\Forms-Applications On Line \2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace > 1 OOk btu Floor filrnace 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 1 Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 1 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of constnlction 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: 09/17/2014 Print Name: Mark Cray Day Telephone: (206) 295-3193 Mailing Address: 7116 220th st sw STE.13 Mountlake Terrace wa 98043 City State Zip H: 'Application\Forms-Applications 0n Line\2011 Applcations\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 F/PF--tLA�1 1...1 ter. DESCRIPTIONS PermitTRAK: Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID 63.4 14-0179 Address: 01 STRANDER BLVI pn: 2623049005 63.4 MECHANICAL $34950 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $247.10 PLAN CHECK FEE R000.322.102.00.00 0.00 $69.90 TECHNOLOGY FEE $13.98 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R3085 R000.322.900.04.00 0.00 $13.98 $363.48 Date Paid: Thursday, September 18, 2014 Paid By: THE METALSMITH INC Pay Method: CHECK 25434 Printed: Thursday, September 18, 2014 3:53 AM 1 of 1 I?SYSTEMS / M.14-o 11 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 Rrojecn TYper f_8n�s�pecti i A -Adair ss; dots (?- tA k_ Date Called: Special Instructions: 1 kt ^l od-i , L. 4 1'� • �1s ` Cate Wanted ki le) tp� rn. i". Requester: (`. , A / Phone No: UC. 27 -3 i93 oApproved per applicable codes. Corrections required prior to approval. COMMENT AAA_ 1 lc die4 t4 4-4if _ :Ptiev Intpectctr: -bate: 2 REINSPECTION FEE REQUI D. Prior to next inspection. fee must be -{laid at 6300 Southcenter Blvd`, Suite 100. Call to schedule reinspection. PILE COPY AM MEM SHUTLER CONSULTING ENGINEERS, Inc. M® MEI 1111.60.04, JOB Southcenter Plaza SHEET NO. COVER OF CALCULATED BY jch DATE 10/6/2014 12503 Bel -Red Road, Suite 100 CHECKED BY DATE Bellevue, Washington 98005 SCALE (425) 450-4075 FAX (425) 450-4076 JOB NUMBER 14-01.49 STRUCTURAL CALCULATIONS FOR: REPLACEMENT HVAC UNIT -- SOUTHCENTER PLAZA - SPACE #385 301 STRANDER BLVD TUKWILA, WASHINGTON PROPOSED BY: THE METALSMITIIS, INC. 7116 - 220TH ST. S.W., SUITE 13 MOUNTLAKE TERRACE, WA 98043 (206) 362-3430 John Headland 2014.10.07 15:35:09-07'00' DESIGN CRITERIA: CODE INTERNATIONAL BUILDING CODE, 2012 EDITION ROOF LIVE LOAD 25 PSF SNOW LOAD, Is=1.0 WIND LOAD 110 MPH ZONE, EXPOSURE'B', Iw=1.0 SEISMIC ZONE SITE CLASS 'D', Sds=0.972, ap=2.5, Rp=6.0, Ip=1.0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 13 201k City of Tukwfti BUILDING DIVISION! R R E C T ION LTR# RECEIVED env -11h'WILA OCT .082014 t4 DIENTER1 N f K:\14\01 MISC ENGINEERLNG\49 SouthCenter Plaza\Odwg\SKS MN gill SHUTLER ■ I ;, II CONSULTING ENGINEERS Inc. MOP INN 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450-4075 FAX: (425)450-4076 JOB SOUTHCENTER PLAZA `t" `mil ukwila, Washington SHEET NO SKS-1 OF CALCULATED BY JH DATE 10-6-14 SCALE NOTED Job No. 14-01.49 E 24" WSI-534 TRUSS 48"o.c. (TYP.) co 0 Cr U 4x6 1B/SKS DF#2 3 ' REPLACEMENT HVAC ADAPTER UNIT & CUR (E) 63/4x33 GLB A/SKS-2 PARTIAL ROOF. FRAMING PLAN AIMIN SHUTLER ® - N B CONSULTING Mar ® ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450-4075 FAX: (425)450-4076 HVAC UNIT 2"x16 GAGE STRAP w/3—#10 TEK SCREWS & 3—# 10x 1Y2" SCREWS (EACH CORNER) 546"0x1Y2" LAG SCREW ® 18"o.c. (3 PER SIDE, 12 TOTAL) JOB SOUTHCENTER PLAZA Tukwila, Washington SHEET NO SKS-2 CALCULATED BY J H OF DATE 10-6-14 SCALE NOTED Job No. 14-01.49 2x6 P.T. BLOCK w/Y4" 0x 1 " SCREWS 12"o.c. (STAGGERED) NEW ADAPTER CURB (E) CURB 4x4 P.T. D.F. LEVELING CURB w/4—#12x6" SCREWS PER SIDE I it SHUTLER ® I CONSULTING ENGINEERS Inc. ®® MN 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450-4075 FAX: (425)450-4076 HVAC UNIT m JOB SOUTHCENTER PLAZA Tukwila, Washington SHEET NO SKS-3 OF CALCULATED BY JH DATE 10-6-14 SCALE NOTED Job No. 14-01.49 -ADD 4x6 DF#2 w/U44 HANGER EACH END BALANCE PER SECTION SKS-2 SECTION B SKS-3 SCALE: %'= NEW ADAPTER CURB (E) CURB ADD 2x8 w/# 10x 1Y2" SCREWS 6"o.c. (TYP.) (E) TRUSS (TYP.) SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB cdU? A,47,:r4e. SHEET NO CALCULATED BY U DATE /Z--/`/ SCALE SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB 5-6 .'T j- &,, e7r ..4 SHEET NO,5 J� OF CALCULATED BY V %`--�+'i DATE /d r/-fy SCALE ATirmum-i-7h C,, 641* 3 (z ` %-40'/e 3 ON y/I( )( d 1�3 _, ^. C Doge :eki;(.'ACr r" G > . ? /t w U 4Doe '-- kic041 \a IOW z / 761 51l' (i6 ,- J Jur' llozi ebk(-1--- -i )Do5) 0 91) SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEET NO. J -3 OF CALCULATED BY C% DATE SCALE Screw Capacities Table Notes 1. Capacities based on AISI 5100 Section E4, 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center -to -center spacing of at least 3 times the nominal diameter (d). 5. Screws are assumed to have a center -of -screw to edge -of -steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. 7. Pull -over capacity is based on the lesser of pull -over capacity for sheet closest to screw header or tension strength of screw. 8. Values are for pure shear or tension loads. See AISI Section E4.5 for combined shear and pull -over, 9. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). 10. Screw shear strength is the average value, and tehsion strength' is the lowest value listed in CFSEI Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. !fir' r .ai ..f�h af fy. ,r f '1(. ±±yy ' v � , 1, tll': t; - }�"T ',p r) ?1, SM �r Thickness °, Design ,• Y eld (Mils) • 7hlckness (ksi) .R 1 ft « e'a.,'�4 u Tensile (ksi) 'i✓(ia n.''> e :t,,,,i'(ytG I ��f I (Pss= 6431hs, 0.138" Shear r ii -E.�' tix+ 11� A�b #6Screw Pts dia, 0.272" Pull -Out %'`, zip o 4., z, J =419 lhs) Head Pull -Over ' i0 ..Mi, Lp i It ;y, (Pss=1278Ibs, 0.164" Shear :µ d '.r�k"# V�Q,V' #BScrew Pts dia, 0.272' Pull -Out »;"r• �i Y : = 586 lbs) Head Pull -Over - � l'1. � (Pss=16441bs 0.190" Shear ,,, _;71�/�� t..� r6.,y �r �V~l-J T•� s'',s, +.ty1 S',�,' (Pss= 23301bs, 0.216' Shear ' "'r�t�*'I: • ju•',g'',,y�, y� Na; t• #12 Screw Pts dia, 0.340" PulI.0ut ,..,} "-a,o ti xh .;�::4YAI $a�u.¢ ate• . , re tiara, E`r ' �d : x k #10 Screw Pts dia, 0.340' Pull -Out = 1158 Ibs) Head Pull -Over = 2325lbs) Head .. Pull -Over (Pss= 3048 0.250' Shear t Y Screw Ibs, Pts dia, 0.409' Pull-out • = 3201 lbs) Head Pull -Over 18 27 30 0.0188 0.0283 0.0312 33 33 33 33 33 33 44 82 95 24 37 40 84 127 140 48 89 103 29 43 48 84 127 140 52 96 111 33 50 55 105 159 175 55 102 118 38 57 63 105 159 175 60 110 127 44 66 ` 73 127 191 211 33 43 54 68 97 118 0.0346 -- 0.0451 0.0566 0.0713 0.1017 0.1242 33 33 33 33 33 33 45 45 45. 45 45 45 151 214 214. 214 214 214 " 61 79 100 125 140 140 140 140 140 140 140 140 164. 244 344 426 425 426 72 94 116 149 195 195 195 195 195. 195 195 195 177 263 370 523 548 548 84 109 137 173 246 301 265 345 386 386 ;:386 386 188 280 394 557 777 777 95 124 156 196 280 342 265 345 433 F 545 775 775 203 302 424 : 600 1,016 - 1,016 110 144 180 227 324 396 318 415 521 656 936 54 68 97 118 0.0566 0.0713 0.1017 0.1242 50 50 50 50 65 65 65 65 214 214 214 214 140. 140 140 140 140 140 140 140 426 426 426 426 171 195 195 195 195 195 195 195 534 548 548 548 198 249 356 386 386 386 '386 386 569 777 777 777 225 284 405 ` 494 625 775 775 775 613 866 1,016 1,016 261 328 468 572 1,067 752 948 1,067 1,067 Wadi Capacities Table Notes 1. Capacities based on the AISI 5100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. • 3. Capacities are based on Allowable Strength Design (ASD). 3. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. 6. Transverse capacity is loading in perpendicular direction of the length of the weld. 7. For flare groove welds, the effective throat of weld is conservatively assumed to be Tess than 2t. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2.4-2, and E2.4-4 was used: 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used, 10. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. .§ 1 ,: a` : ct;,.t , i Y.4P I.n.: M, L4 = �'X".>J f0., �'i tr..%•, :,,_9 t f •' . " 7Re. ,A. ,.. , Thickness Design FY Fu (Mils) Thickness , Yield Tensile (ksi) (ksi) 43 Ra aclt4f S;}v�n ° Fillet Longitudinal d 1� sj. .ui G...�°S-,,.,.'r Welds Transverse a ' LF ! i'� s •, ,ri ��(yn r9";;..ay+ Flare Groove Longitudinal Welds Transverse 0,0451 33 45 54 0.0566 33 45 680,0713 33 45 97 0.1017 33 45 499 626 789 1125, 864 1084 12691365 544 602 859 663 832 1048 54 0.0566 50 65 66 0.0713 50 65 97 0.1017 50 65 Weld capacity for materia/ thirknacc n, ,,- M.,"n v n".a.,,,:.e. a,...: • ...�-___ 905 1140 1269 1566 1972 1269 985 1241 - ' 1202 1514 , tv determJne leg of welds, Wl and W2. _RIOW SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB 0tit,v ii C!,t. I�iJC SHEET NO. CALCULATED BY de-41 SCALE Page 6 of 10 Report No. PFC-4544 TABLE NO. II -DESIGN PROPERTIES FOR WSI JOISTS WITH 2400F FLANGES2,3-(Continued OVERALL ALLOWABLE ALLOWABLE DEPTH " MOMENT SHEAR Et DESCRIPTION (Inches) (Ft.-Lbs.) (Lbs.) e (x10) K Ix 106) WSI-524P 2 by 4 flanges 8 10 4,540 6.170 , 1.130 ' 1.340 261 448 3.28 4,10 12 7.821) 1.55(1 689 4.92 14 9,480 1,770 c 987 5.74 16 11,140 1.980 1,343 6.56 18 12,820 2,190 1,759 7.38 20 14,490 2,400 2,237 8.20 22 16,170 2,610 2,779 9.02 24 17,850 2,830 3,387 9.84 26 19,530 3,040 4,063 10.66 I5/32-inch or 1/2-inch 281 301 21,220 22,900 3,330 3.330 4,808 5,625 11.48 12.30 plywood web 321 24,580 3,330 6,516 13.12 WSI-423 2 by 3 flanges 8 10 3,210 4,360 1,130 1,340 188 324 4.16 5.20 12 5,530 1,550 501 6.24 14 6,700 1,770 720 7.28 16 7,880 1,980 985 8.32 18 9,060 2,190 1,295 9.36 20 10,240 2,400 1,654 10.40 22 11,430 2,610 2,064 11.44 3/8-inch OSB web 24 26 12,620 13.810 2,830 3,040 2,526 3,041 12.48 13.52 WSI-424 2 by 4 flanges 8 10 4,540 6,170 1,130 1,340 261 448 4.16 5.206.24 12 14 7,820 9,480 1,550 1,770 689 987 7.28 16 11,140 1,980 1,343 8.32 18 12,820 2,190 1,759 9.36 20 14,490 2,400 2,237 10,40 22 24 16,170 2,610 2,779 11.44 3 /8-inch OSB 17,850 2.830 3,387 12.48 web 26 19,530 3,040 4,063 13,52 WSI-524 2 by 4 flanges 12 14 8,990 9,390 2,250 2,470 721 987 8.23 9.66 16 11,040 2,700 1,343 1.04 18 12.700 2,930 1,759 2.42 20 14,360 3,160 2,237 3.80 22 16,020 3,380 2,779 5.18 24 17,680 3,610 3,387 6.56 26 19,350 3,840 4,063 7,94 28 21,020 4,060 4.808 9.32 1/2-inch OSB web 30 32 22,690 24.360 4,170 4,170 5,625 6.516 20.70 22.08 WSI-534 21/8 by 31/2-inch flanges 12 14 11,480 12,200 2,250 2,470 889 1,232 8.28 9.66 16 14,530 2,700 1,690 11.04 18 16,880 2,930 2,225 12.42 20 19,230 3,160 2,838 13.80 22 21,600 3,380 3,531 15.18 24 23,970 3,610 4,307 16.56 26 26,340 3,840 5,166 17,94 28 28,720 4,060 .6,110 19.32 1/,-inch OSB web 30 32 31,100 33,480 4.170 4,170 7.141 8.260 20.70 22.08 WS1-544 3 inch by 31/2-inch flanges 12 14 13,850 15,090 2,250 2.470 1,052 1,493 8.28 9.66 16 18.320 2,700 2,080 1.04 18 21,580 2,930 2.771 2.42 20 24,870 3,160 3,567 3.80 22 28,190 3,380 4,470 5.18 24 31,520 3,610 5.480 6.56 26 34,860 3,840 6,601 7.94 28 38,210 4,060 7,833 9.32 1/2-inch OSB web 30 32 41,570 44,940 4,170 4,170 9.178 10.638 20.70 22.08 IOne-half-inch plywood only. 2Footnotes 2 and 3 in Table No. I also apply. 101her flange grades may be utilized with allowable .shear and K x 106 values above. Allowable moment and El x 106 are modified using factors below: Allowable Moment Factor El x 106 Factor FLANGE GRADE 1450F 0.404 0.650 1650F 1800F 2100F 2850F (1.6)16 0.7511 11.618 0.80(1 0.893 0.900 1.045 1.045 Roof Top HVAC Unit - lateral loads Seismic - Sds 0.972 ap 2.5 Shc 0.544 Rp 6.0 Ip 1.0 Fp 0.486 wt Wind - Speed 110 mph KZ 0.70 Exposure B Kz, 1.00 Kd 0.85 q2 18.43 psf I 1.00 Fp - ws 21.0 psf F„-ws 16.6 psf GCr - horiz. 1.90 GC,- vert. 1.50 )esign Maps Summary Report ZUSGS Design Maps Summary Report User -Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available In 2008) Site Coordinates 47.46°N, 122.26°W Site Sail Classification Site Class D - "Stiff Soil Risk Category I/II/III 1 s000m W`\ hite`Ceilter • I. A� 1.3....t �� 4fT�i4tii_�` 0tyr ys ? . 1,1 ' i Tukwil:a •Reent/I r:l. Burl ) Cii �lif�f: t;� '1 ± ScaTaC 1,;t i f ,''i IA E. I-1 I C i1 (9J f ' Ai 1( L, r,.. .1111) ▪ e,2014 t l ©Ma Q uFst Voshon 0. TRAMF 11.41;" ;(JR. mapquest USGS-Provided Output Ss = 1.459 g Sl = 0.544 g SMs 1.459 g SM1 = 0.816 g Sos= 0.972g Sol = 0.544 g East :Renton', Highlands 069).1 1 For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.05 1.50 1.35 1.20 1.05 • 0.90 y 0.75 0.00 0.45 0.30 0.15 MCER Response Spectrum 0.00 i- I I 1 , 2.00 0.00 0.20 0.40 0.00 D.00 1.00 1.20 1.40 1.00 1.20 Period, T (sec) 1.10 1.00 0.00 0.20 0.70 ' • 0.00 0.50 0.40 0.20 0.20 0.10 0.00 Design Response Spectrum 0.20 0. I 1 I I-4 0.00 0.20 1.00 1.20 1.40 1.40 1.00 2.00 Period, T {sec) Although thls Information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool Is not a substitute for technical subject -matter knowledge. 10/1/2014 8:45 AM , '01 Strander Blvd, Tukwila, WA 98188 - Google Maps 02014 Google (. 5 Address 301 Strander Blvd Southcenter Plaza, Tukwila, WA 98188 Latitude 47.46 Longitude -122.26 Map data 0200 Google of 1 10/1/2014 8:44 AM City of Tukwila Department of Community Development September 25, 2014 MARK CRAY 7116 220 ST SW MLT, WA 98043 RE: Correction Letter # 1 MECHANICAL Permit Application Number M14-0179 SUITE 385 (PREVIOUSLY QUIZNOS) - 301 STRANDER BLVD Dear MARK CRAY, Jim Haggerton, 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 NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. The weight of the new HAVC unit and curb puts increased loads on the structural roof members. Provide an engineer's analysis and details for framing upgrades if necessary for the additional weight of the new unit or show the existing framing is sufficient for the additional loads. 2. Clearly cloud or identify the actual location of the new AC unit. 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. 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. If you have any questions, I can be reached at 206-431-3655. Sincerely, —1:147,0 Bill Rambo Permit Technician File No. M14-0179 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY Building Division Public Works PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0179 DATE: 10/08/2014 PROJECT NAME: SPACE 385 (PREV QUIZNOS) SITE ADDRESS: 385 STRANDER BLVD Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: �-- to--to-FA u Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/09/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) DUE DATE: 11/06/14 Approved with Conditions Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 ?ERMIT COOHD k,• I PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0179 DATE: 09/18/2014 PROJECT NAME: SUITE 385 (PREVIOUSLY QUIZNOS) SITE ADDRESS: 301 STRANDER BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 116 coe fieV2,ii/S kVA 9- t f Building Division IN Public Works Fire Prevention Structural Planning Division n Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 09/23/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 10/21/14 Approved with Conditions n Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: C'') S Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: V4 l 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: is V - 8 Plan Check/Permit Number: Pi* ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 00/\.0(e ,J ei Contact Person: Summary of Revision: Phone Number: airy n=` tJ lA CT 08 1 14 ENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on METALSMITHS INC, THE Page 1 of 4 Washington State Department of Labor & Industries METALSMITHS INC, THE Owner or tradesperson CRAY, MARK ASHWORTH Principals CRAY, MARK ASHWORTH, PRESIDENT CRAY, DEBRA ANN, SECRETARY Doing business as METALSMITHS INC, THE WA UBI No. 600 208 326 7116 220TH S W 10 MOUNTLAKE TERRAC, WA 98043 206-362-3430 SNOHOMISH County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. METALI*141 CG Effective — expiration 02/07/1986— 09/11/2015 Bond Lexon Ins Co Bond account no. 9806917 Received by L&I 08/09/2011 Bond history Insurance WEST AMERICAN INS CO Policy no. BKW1154541862 Received by L&I 07/23/2014 Active. Meets current requirements. $12,000.00 Effective date 08/10/2011 Expiration date Until Canceled $1,000,000.00 Effective date 08/10/2010 Expiration date 08/10/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600208326&LIC=METALI* 141 CG&SAW= 10/16/2014