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Permit M18-0050 - 7-ELEVEN - COOLERS AND CONDENSER
7 -ELEVEN INC 1446234 AVE S EXPIRED 01/12/19 M18-0050 Parcel No: Address: f-1 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.gov MECHANICAL PERMIT 0040000074 Permit Number: 14462 34TH AVE S Project Name: 7 -ELEVEN INC Issue Date: Permit Expires On: M18-0050 7/16/2018 1/12/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: 7 -ELEVEN 13155 NOEL RD STE 100 LB73 C/O RYAN LLC, DALLAS, WA, 75240 BRIAN PRITCHARD Phone: (253) 329-0512 1524 45TH STE - SUITE 8103 , SUMNER, WA, 98390 SOURCE REFRIGERATION/HVAC INC Phone: (714) 510-9479 145 STATE COLLEGE BLVD SUITE 20, BREA, CA, 92821 SOURCRI995PE Expiration Date: 12/13/2019 DESCRIPTION OF WORK: REMOVE EXISTING KELVINATOR "SELF CONTAINED" (2) DOOR MEDIUM TEMP COOLER AND REPLACE WITH NEW ZERO ZONE "REMOTED (HEATCRAFT)" (2) DOOR MEDIUM TEMP COOLER. THE CONDENSER IS 135 LBS AND WILL BE INSTALLED ON THE ROOF NEXT TO THE CONDENSER FOR THE UNIT TO THE LEFT. Valuation of Work: $8,800.00 Type of Work: REPLACEMENT Fuel type: ELECT Fees Collected: $326.96 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: Date: 7 -- 2017 2017 2017 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 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 development permit end a to the conditions attached to this permit. Signature: Print Name: J 17n&, f t 2-A,,1/4;ns Date: 7 -1‘ -- This ld 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: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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. 6: 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). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: 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. 9: ***MECHANICAL PERMIT CONDITIONS*** 10: All mechanical work shall be inspected and approved under Permit Center (206/431-3670). 11: Manufacturers installation instructions shall be available on PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 1800 0609 0705 0701 MECH EQUIP EFF MECHANICAL FINAL PIPE/DUCT INSULATION REFRIGERATION EQUIP ROUGH -IN MECHANICAL a separate permit issued by the City of Tukwila the job site at the time of inspection. CITY OF T UKW ALA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. VW/ 0090 Project No. Date Application Accepted: Date Application Expires: 0 (For office ule 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: Tenant Name: 14462 34th Ave S, Tukwila, WA 98168 7 -Eleven Inc. PROPERTY OWNER Name: 7 -Eleven Inc C/O Ryan LLC Address: 13155 NOEL RD STE 100 LB73 City: Dallas State: TX Zip: 75420 CONTACT PERSON — person receiving all project communication Name: Brian Pritchard Address: 1524 45th St E City:Sumner State: WA Zip: 98390 Phone: (253) 329-0512 Fax: Email: bpritchard@sourcerefrigeration.com King Co Assessor's Tax No.: Suite Number: New Tenant: 004000007403 Floor: ❑ Yes ..No 1 MECHANICAL CONTRACTOR INFORMATION Company Name: Source Refrigeration Address: 1524 45th St E, Stb 103 City: Sumner State: WA Zip: 98390 Phone: (253) 750-3640 Fax: (253) 750-3643 Contr Reg No.: SOURCRI995PE Exp Date: 01/01/2019 Tukwila Business License No.: BUS -0993686 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Remove existing Kelvinator "self contained" (2) door medium temp cooler and replace with new Zero Zone "remoted (Heatcraft)" (2) door medium temp cooler. The condenser is 1351bs and will be installed on the roof next to the condenser for the unit to its left. 8,800 Use: Residential: New Commercial: New Replacement Replacement Fuel Type: Electric m Gas ❑ Other: H:\Applications\Fonns-Applications On Line \2016 Applications.\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 1 of 2 I • ,,1 • ' :I Indicate type of mechanical work being installed and the quantity below: pt' ♦ ; • e • Unit Type . ' a . .I ,qty Furnace <100k btu 1 Furnace >100k btu Industrial Floor furnace 1 Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 47 dB(A) Air handling unit 65 dB(A) <10,000 cfm 60 dB(A) Unit Type Qty Air handling unit 1 >10,000 cfm Industrial Evaporator cooler 1 Ventilation fan connected to single duct 57 dB(A) Ventilation system Commercial Hood and duct 47 dB(A) Incinerator — domestic 65 dB(A) Incinerator — comm/industrial 60 dB(A) Unit Type Qty Fire damper 1 Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency generator Commercial Other mechanical equipment 47 dB(A) 60 dB(A) 65 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu 1 3-15 hp/500,000 btu Industrial 15-30 hp/1,000,000 btu 55 dB(A) 30-50 hp/1,750,000 btu 57 dB(A) 50+ hp/1,750,000 btu Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) 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 (lam -1 Opm); • 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 off 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 OWNS OR AUTHORIZED NT: Signature: Date: 04/10/2018 Print Name: Brian Pritchard Day Telephone: (253) 329-0512 Mailing Address: 1524 45th St E, Stb 103 SUMNER WA 98390 City State Zip H:Wpplications\Forms-Applications On Line \2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 2 of 2 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $326.96 M18-0050 Address: 14462 34TH AVE 5 Apn: 0040000074 $326.96 Credit Card Fee $9.52 Credit Card Fee R000.369.908.00.00 0.00 $9.52 MECHANICAL $305.23 PERMIT ISSUANCE: BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $211.03 PLAN CHECK FEE R000.322.102.00.00 0.00 $61.05 TECHNOLOGY FEE $12.21 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14230 R000.322.900.04.00 0.00 t $12.21 $326.96 Date Paid: Thursday, April 12, 2018 Paid By: ANDREW MANDELL Pay Method: CREDIT CARD 01795G Printed: Thursday, April 12, 2018 11:41 AM 1 of 1 CRWSYSTEMS IF 1 RVZC30 & RVZC3OBB Specifications Low Temp Reach -Ins with 63' Doors New Unit Mounted at Grade FOR. REFRENCE ONLY ENERGY DATA Refrigeration Evaporator Temperature (°F) Baseline Btuh z y Discharge Air Temp. (°F) (with 8°F Superheat) Btuh Deducts Back -To -Back (Model BB) No -Energy Doors Btuh Adders Permanent Split Capacitor (PSC)'" T•8 Electronic Lighting" Standard -Energy Doors" ELM w/ Heated Glass Optional Glass -Windowed End Panel • Each Fan Motors (115V)' High Efficiency Electronic (SSC/ECM) Permanent Split Capacitor (PSC)" Lighting System (120V) LED Lighting (Anthony OptiMax Pro24) Low Power LED Lighting (Polaris) T-8 Electronic Lighting" Anti -Sweat Door Heaters (115V) Anthony 101 (Standard -Energy Doors)" 2 Anthony ELM w/ Heated Glass Anthony ELM (Low -Energy Doors)' Anthony ELM II (No -Energy Doors)' Gemtron Polar (Standard -Energy Doors)"' Gemtron Polar LE (Low -Energy Doors) / Defrost Heaters (208V) Defrost Heater LINEUP DATA Per Door Avg. F.F. I.C. 7 955 -3 -75 -50 16 1,025 -12 Btuh Btuh 40 120 200 55 900 -85 -50 40 120 210 58 1,000 Amps Watts 0.30 0.26 20 30 Amps Watts 015 0.17 0.58 18 20 70 Amps Watts 1.59 1 11 0.90 0.79 156 1.11 183 128 104 91 180 128 Amps Watts Note: Effective 1/1/12. all Zero Zone display cases manufactured for shipment within the U S. meet or exceed current DOE energy requirements INDIVIDUAL CASE DATA (Includes 1 Pair of End Panels) 2 -Door 3 -Door 4 -Door 5 -Door F.F. I.C. F.F. I.C. F.F. I.C. F.F. I.C. .7 2,290 -3 -16 2.460 -12 .7 3.190 -16 3,430 -12 -7 4,100 -3 -16 4,410 •12 -7 5,010 -16 5,400 -12 Amps Watts 0.60 0.52 40 60 Amps Watts 030 0.33 1.45 36 40 174 Amps Watts 3.51 2.55 213 1.78 326 2.36 404 294 245 205 376 272 Amps Watts 4.00 832 8.00 1,664 RECEIVED CITY OF TUKWILA APR 1 2 2018 PERMIT CENTER Amps Watts 090 0.78 60 90 Amps Watts 0.45 0.50 1.94 54 60 233 Amps Watts 5.04 3.60 2 97 258 4.70 3.34 580 414 342 297 541 385 Amps Watts 12.00 2,496 Not available in the u S market for egJrpment manufactured after December 31 2011 1 8a=e r* Evtporeor 8"rhinserlon preel rack sy=..,m. LED tattag (GG"- Tax Pro24 Los. Power or F'W. s), low-enerly doors (ELM) and SSC etc onx tFn 2 Door Oo`.ans StW rctrd-Energy azd ELM serNca�d G s - heated p'.acs and Cs. Ltw.Er c y = t o-t+e g',ss €-tl tt r.'z No -Energy t ra-real 3 For oxtcerrc'.rp azIs (non -rock sy^a-rn) miCpy lour et"' r. -g b' 106 4 Amps are txr. d on eect✓cgl narnegeo vases sr= bsxd an taboroary o ros"^Rs 01 actual so=gy u e 5 4n imbr per door 6. Bo= Oc4o3t 1 per day 19 r,. -ales frozen food 28 tr ; xts to ere= Fa a!9 45 Kara- Riser b Nra InSS",st= b C.eat on M w for a to :s 7 Fbt G Delzost 1 per day 12 to 22 rrtves Fc sea 33 a nu :: Rate b the t-tn-aton d Operaxn Mama for&+. 'x PHYSICAL DATA /t kr, Amps Watts 1.20 1.04 80 120 Amps Watts 0.60 0.67 2 42 72 80 290 Amps Watts 6.58 4 67 3.83 3.31 6.29 4.48 AripsGlitl ::41L 758 538 441 381 724 516 Amps Watts 150 1.30 100 150 Amps Watts 0.75 0.83 2.91 90 100 349 Amps Watts 8.17 577 4.72 4.05 7.81 5„x„55 940 664 543 466 899 639 Baseline Refriger. - 4A ion Piping Suction Line 0.D. (Std. Refrig. Exit) 2 to 5 -Door Suction Line 0.D. rrcp Re"o Liquid Line 0.D. (Electric Defrost) Liquid Une 0.0. (Hot Gas Defrost) SS -03-G Outlet Size (in.) 7/8 5/8 3/8 1/2 Number of Weight (lbs.) Doors RVZC30 RVZC3OBB APPROVED .1141.1421118 City of Tukwila BUILDING DIVISION Case Capacity Facings (ft') Packout (ft.-) 22"124" Shelves 27.8 41.4 551 68.7 N/A 51.0 76.0 1010 125.9 N/A 55.6 82.9 110.1 137.4 N/A REF 1 of 4 9/27113 ' tstw Unit Mounted at Grade FOR REFRENCE ONLY OPTIONAL REFRIGERATION EGRESS(TYP) 3314'TYP RVZC30 & RVZC3OBB Specifications Low Temp Reach -Ins with 63" Doors ra ELECTRICAL ' BOX (TYP ) # of Length Drain Doors 9 Dim. 2 3 4 5 62 118' 92 1/2' 123' 153 318' 31 1116' 46 114" 61 1/2' 76 11/16' 2 1n' END - PANEL TYP rl I I I Li � 24' `-1' PVC DRAIN TRAP (TYP ) (REVERSIBLE) DRAIN OPTION FOR DRAIN TO ETHER SIDE) 4* 3 3/4' TYP. OPTIONAL TOP REFRIGERATION CONNECTION 64 /2' INTERIOR HEIGHT 81� 1.' 30 1/4' (BASE) 33 3/8' (DRAIN) ) 35 5/8' (KICKPLATE) 365/8' (BUMPER) 3r (DOOR HANDLE) 9127/13 22' 0R 24' SHELF 81 3/8' CASE HEIGHT 63' DOOR HEIGHT 1 31/2' BASE f HEIGHT 21/2' FLOOR TOS„ OF DRAIN 14� 53/5- 2 1/4' /8'21/4' 59 5/8' (BASES) • 64 1/4' (DRAIN) 68 314' (KICKPLATE) 70 3/4' (BUMPER) 71 1/2' (DOOR HANDLES) 1 • Top refrigeration connections or top electrical connectins increase case height by up to 4 inches • 8B (Back -to -Back ava!able in 2. 3, 4, and 5 -door sizes • End Panels and Insulated Dividers = 2112'. • M dimensions are nominal Specifications are subject to changs without note. Case designed to open a in an anent temperature of 75'F and relative hurrrtdlty of 55% or tower EVOLUTION Zero Zone, Inc 1 110 N Oakridge Drive Nath Prairie. W153153-9792 Toll Free 800-2474496 ( Fax: 262-392-6450 Zero-Zare.aom 0 2013 Zero Zone Inc (NSF REFF-•e Intertek NAN; Roof Mounted Equipment 1/2 To 6 HP Indoor & Outdoor Condensing Units FOR REFRENCE ONLY HERMETIC COMPRESSORS Unit Specifications FROM US COOLER PRODUCT CATALOG: Model MOH005X6 i Fig. ++ A Compressor RST45C1E Connections (ID) Receiver 90% Full Lbs. 5.5 Fan(s) 1 • Dimensions Net Wt. Lbs. 135 Sound Data dBA' 68 Liquid 3/8 Suction 1/2 D (In.) 28-1/4 W (In.) 23-3/4 H (In.) 17-1/2 MOH008X6 A RST55C1E 3/8 1/2 5.5 1 , 28-1/4 23-3/4 17-1/2 135 68 MOH009X6 A RST64C1E 3/8 1/2 5.5 1 28-1/4 23-3/4 17-1/2 144 68 MOH010X6 A RST70C1E 3/8 5/8 5.5 l 1 28-1/4 23-3/4 17-1/4 138 68 MOH015X6 B CS10K6E 3/8_ 5/8 9.0 2 28-1/4 37-3/4 17-1/4 193 71 MOH020X6 8 CS12K6E 3/8 7/89.0 2 28-1/4 37-3/4 17-1/4 203 73 MOH02SX6 B CS14K6E 3/8 7/8 9.0 2 28-1/4 37-3/4 17-1/4 208 74 MOH030X6 0 CS18K6E 1/2 7/8 20.0 1 30-1/4 42-1/2 29-314 290 73 MOH032X6 D CS20K6E 1/2 7/8 20.0 1 30-1/4 42-1/2 29-3/4 275 76 MOH040X6 D C527K6E 1/2 1-1/8 20.0 1 30-1/4 42-1/2 29-3/4 281 73 MOH050X6 D C533K6E 1/2 1-1/8 20.0 1 30-1/4 42-1/2 29-3/4 313 73 MOH011L6 A CF04K6E 3/8 5/8 SS 1 28-1/4 23-3/4 17-1/4 139 73 7 3 M &-----_ 37-'2-1-1.4---2-3--3-1-----1-7—LA—..---1R.10 MOH019L6 B CFO6K6E 3/8 5/8 9.0 2 28-1/4 37-3/4 17-1/4 200 69 MOH025L6 B CF09K6E 3/8 7/8 9.0 2 28-1/4 37-3/4 17-1/4 222 76 MOH031L6 C CF12K6E 1/2 7/8 14.0 2 28-1/4 37-3/4 19-3/4 223 77 MOH005D6 A RST45C1E 3/8 1/2 5.5 1 28-1/4 23-3/4 17-1/4 , 135 68 MOHOO9D6 A RST64C1E 3/8 5/8 53 1 28-1/4 23-3/4 17-1/4 144 68 MOH010D6 A RST70C1 E 3/8 5/8 5.5 1 28-1/4 , 23-3/4 17-1/4 138 68 M0H015D6 B CS10K6E 3/8 5/8 9.0 2 28-1/4 37-3/4 17-1/4 193 71 MOH025D6 B C514K6E 3/8 7/8 9.0 2 28-1/4 37-3/4 17-1/4 208 74 MOH03206 D CS20K6E 1/2 7/8 20.0 1 30-1/4 42-1/2 29-3/4 275 76 MOH040D6 D CS27K6E 1/2 1-1/8 20.0 1 30-1/4 42-1/2 29-3/4 281 73 MOH05006 0 CS33K6E 1/2 1-1/8 _ 20.0 1 30-1/4 42-1/2 29-3/4 _ 313 73 r nr'i 'rn1 G 1c- d_4a.... It.mai.'sc.arlpr ,.ire s.ors atc JOtcstIr._-+ t: un't Iot: •njt'7s: unJpa,s':ref; r,,'h: r st I-,r.rds_tur::t. d 2'e: /tit? 'w';7. humslt• •i.71.iT.:.- -'udP t.11 C.k•'L,:_d1..t7id:lt,2 "IC j,. . .41T Ja'.n+stip ..ittat'7,..,t.•J',. .1L ,rite,7r_rr;1Jndrns,g ilarttpDar-t ltt' 1.,,p..rrtca' rr"•;r:'..,; ✓r...imLu:.'.', •r'.'.tsrr,, r✓r1 ,; '--lrragnrrr C'^J:.: 1• I,,17,t osr„ 1tr.., fj .1stw.husrre. tvngss�''1. 1'1eP...i 1n^ .+✓;.lnlsv lh^err `i:":9tmi.tne. r. 1.ir.`rinr;r7,.:7-r ntt*4Qatrl A 8 1!213/4 AND 111P AIR FLOW LEFT VIEW :'[11014 FRONT VIEW 23-3)1 1l 4 11:11:110111M.—: .ten 23/4 4 1/16 1.7,8 REI REF 3 of 3 SEPARATE PERMIT REQUIRED FOR: 0 Mechan€cai Erilectricai �Plumt ED"Gas Pips City of Tukwila EU?I..)ING DIVISION S 146t( St tt� REVISIONS No changes shall be made to the scope of work withcui prior approval of Tufr-riga Buliding Division. 1 CTE. + ev cions will require a new plan submittal and may include additional plan review fees. 5 S 146th St PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SOURCE REFRIGERATION AND HVAC. ANY REPRODUCTION IN PART OR AS A WHOLE COUNTY WITHOUT THE WRITTEN PERMISSION OF SOURCE REFRIGERATION AND HVAC IS PROHIBITED. Redbox 7 -Eleven S 146th St UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL± 1/8" ANGULAR:±ldeg ONE PLACE DECIMAL:±1/4" TWO PLACE DECIMAL:±1/16" INTERPRET GEOMETRIC TOLERANCING PER: CITY TUKWILA KING 4 DO NOT SCALE DRAWING 3 DRAWN CHECKED STR APPR. MFG APPR. Q.A. COMMENTS: FILE COPY Permit Pian review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditi • is acknowledged: By: Date: City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 102018 City of Tuttwile BUILDING DIVISION PIKE» JAN Ilagg CORRECE! LTR# S 146th St mi 9?O5 SITE OVERLAY (MONO) NAME DATE BAP 10APR2018 PARCEL: 004000-0074 LEGAL: ADAMS HOME TRS LESS N 53.80 FT & LESS E 140 FT & LESS CO RD 2 SITE: SIZE A 7-11 #14443 14462 34TH AVE S IRECEoVED COTT OGS 74.11 84,A SOUR4CE Refrigeration & HVAC, Inc. www.sourcerefrigeration.com Brian Pritchard (253) 329-0512 DWG. NO. 7-11 14443 RS SCALE: 1:125 JUL 02 2018 IPERUO I CENTER REV NEW SHEET 1 OF 1 1 PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SOURCE REFRIGERATION AND HVAC. ANY REPRODUCTION IN PART OR AS A WHOLE COUNTY WITHOUT THE WRITTEN PERMISSION OF SOURCE REFRIGERATION AND HVAC IS PROHIBITED. UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL± 1/8" ANGULAR:±ldeg ONE PLACE DECIMAL:±1/4" TWO PLACE DECIMAL:±1/16" INTERPRET GEOMETRIC TOLERANCING PER: CITY TUKWILA KING 5 4 DO NOT SCALE DRAWING 3 DRAWN CHECKED STR APPR. MFG APPR. Q.A. COMMENTS: UNIT BEING ADDED JAN ?::20,9 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 10 2018 City of Tukwila BUILDING DIVISION SITE OVERLAY (COLOR) NAME DATE SITE: BAP 1OAPR2018 PARCEL: 004000-0074 LEGAL: ADAMS HOME TRS LESS N 53.80 FT & LESS E 140 FT & LESS CO RD 2 SIZE A 7-11 #14443 14462 34TH AVE S �SOUIZCE Refrigeration & HVAC, Inc. www.sourcerefrigeration.com Brian Pritchard (253) 329-0512 DWG. NO. REV 7-11 14443 RS NEW SCALE: 1:125 SHEET 1 OF 1 1 RECEOVEED COT®F ITUnfiLp JUL 02 2018 PERM" CENTER O O 80'-0" UNIT BEING REPLACED 10'-0" 24'-0" WIC COND EXT FENCE) a5-0"� ow - 61-0" 4'-0" kis 41 -0" 6 -6 6-6' 4 - 7'-0' STORAGE 7'-0" BATH ROOF .o Mk ACCESS 2 DR BEV CLR 2 DR BEV CLR SLUSHIE SODA 4' OAC 4' OAC 3DR FF 3DR ICE/IC MERCH ELECTRICAL n 4'-6" 5-8., 4'-0"4'-0" 1-1 8 DR WIC (1) 4 FAN EVAP 8' HIGH STORAGE / 12'-0" W W W 1 U 1 41-6" z O U CZ 1.4 Iu W be z HOT FOODS 3'-0" 0 H f 2'-0" H CZ W N oe 1 OFFICE PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SOURCE REFRIGERATION AND HVAC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF SOURCE REFRIGERATION AND HVAC IS PROHIBITED. 5 4 UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL± 1 /8" ANGULAR:± ldeg ONE PLACE DECIMAL:±1/4" TWO PLACE DECIMAL:±I/16" INTERPRET GEOMETRIC TOLERANCING PER: CITY TUKWILA COUNTY KING DO NOT SCALE DRAWING 3 DRAWN 17'-0" MERCH GONDOLA O M MERCH GONDOLA 19'-0" MERCH GONDOLA 4'-6' 11 '-0" ..a 32 is NOVELTY CASE MERCH GONbOLA >_. 6-0" _ 5-0" ATM 8' X 54' AWNING CHECKED STR APPR. MFG APPR. Q.A. COMMENTS: NAME DATE BAP 1OAPR2018 PARCEL: 004000-0074 LEGAL: ADAMS HOME TRS LESS N 53.80 FT & LESS E 140 FT & LESS CO RD 2 SITE: 26'-0" RDBX 0 co FLOOR LAYOUT 7-11 #14443 14462 34TH AVE S SOURCE Refr(Beration & HVAC, Inc. www.sourcerefrigeration.com Brian Pritchard (253) 329-0512 SIZE DWG. NO. REV A 7-11 14443 FL NEW JAN j dig REVIEWED FOR CODE COMPLIANCE APPROVED JUL 10 2018 City of Tukwila BUILDING DIVISION SCALE: 1:125 SHEET 1 OF 1 1 REMOVED WIT TUKINCL JUL 02 2018 PEE:MiT CENTER T ER 80'-0" 24'-0" 10'-0" WIC COND EXT (FENCE) UNIT BEING ADDED 42" HIGH SAFETY RAILING *SEE NOTE 1 59'-0" SEE NOTE 1 4'-0" *SEE NOTE 1 0 14'-0" 24'-0" ROOF ACCES BEV RTC SLUSH RTC BEV RTC 2'-0' 3'-0" *SEE NOTE 1 8'-0" 14'-0" FF/IC RTC ICE RTC 7'-o" RTU 1 12'-0" ;o 8' X 54' AWNING RDBX • ..e..... IAN12 RE EWED FOR COD : COMPLIANCE f PROVED J L 1 0 2018 Ci • of Tulag ila BUIL . ING DIVISION 26'-0" CORRECTIVE LETTER 1 RESPONSE NOTES: 1) A 42" HIGH (FROM ROOF SURFACE) SAFETY RAILING EPDXY ANCHORED (HILTI RE 500-V3 OR EQUIVALENT) INTO THE GROUTED CAVITY'S OF THE BLOCK WITH (2) EA HILTI KB -TZ 3/8x6 OR EQUIVALENT. RAILING WILL BE MADE OF TREATED WOOD. ALL PARTS WILL BE SCREWED TOGETHER USING A SIMPSON #10 x 2-1/2 in. HEX HEAD STRONG -DRIVE SD STRUCTURAL -CONNECTOR SCREW OR EQUIVALENT. A BOTTOM 2X4 KICK PLATE, A MID SPAN 2X4 RAIL LIMITING THE SPACE BETWEEN RAILS TO LESS THAN 21" AND A 2X6 T OP PLATE. SPACING OF VERTICAL 4X4'S WILL BE NOT MORE THAN 8' AND DEPENDENT UPON GROUTED SPACES IN THE BLOCK. RAILING WILL EXTEND OUT A MINIMUM OF 3' FROM NEAREST ACCESSED OBJECT. ROOF LAYOUT UNLESS OTHERWISE SPECIFIED: NAME DATE DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL± 1/8" ANGULAR: ± 1 deg ONE PLACE DECIMAL:±1/4" TWO PLACE DECIMAL:±1/16" DRAWN BAP 23MAY18 CHECKED SITE: 7-11 #14443 14462 34TH AVE S STR APPR. MFG APPR. PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SOURCE REFRIGERATION AND HVAC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF SOURCE REFRIGERATION AND HVAC IS PROHIBITED. INTERPRET GEOMETRIC TOLERANCING PER: Q.A. CITY TUKWILA COUNTY KING DO NOT SCALE DRAWING COMMENTS: PARCEL: 004000-0074 LEGAL: ADAMS HOME TRS LESS N 53.80 FT & LESS E 140 FT & LESS CO RD SOUR4CE Refrigeration & HVAC, Inc. www.sourcerefrigeration.com Brian Pritchard (253) 329-0512 SIZE A DWG. NO. 7-11 14443 RL REV NEW SCALE: 1:125 5 1' 4 3 2 SHEET 1 OF 1 1 RECEIVED 07V OF 7Uttlf171LA JUL 02 2018 PERM' ' CENT PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SOURCE REFRIGERATION AND HVAC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF SOURCE REFRIGERATION AND HVAC IS PROHIBITED. 5 4 UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL± 1 /8" ANGULAR:±ldeg ONE PLACE DECIMAL:±1/4" TWO PLACE DECIMAL:±1/16" INTERPRET GEOMETRIC TOLERANCING PER: CITY TUKWILA COUNTY KING DO NOT SCALE DRAWING 3 \ GLASS WALL DRAWN CHECKED STR APPR. MFG APPR. Q.A. COMMENTS: NAME DATE BAP 28MAR16 PARCEL: 004000-0074 LEGAL: ADAMS HOME TRS LESS N 53.80 FT & LESS E 140 FT & LESS CO RD 2 SITE: SIZE A AN 1.25, REVIEWED FOR CODE COMPLIANCE APPROVED JUL 102018 City of Tukwila BUILDING DIVISION ROOF STRUCTURE 7-11 #14443 14462 34TH AVE S ffSOURCE Refrigeration & HVAC, Inc. www.sourcerefrigeration.com Brian Pritchard (253) 329-0512 DWG. NO. 7-11 14443 RS SCALE: 1:125 REV NEW SHEET 1 OF 1 1 REMOVED CM OF Ti tIBMLA JUL 02 2018 ERM' CENTER 24'-0" WIC COND EXT (FENCE) `o O ... CV 1 5" 5"X30" BEAMS SPAN CINDER BLOCK WALLS O 1 0 cV O N 2"X1 0" CROSSMENBERS ON 2' CENTERS HUNGFROM HANGARS 12'-0" 8' X 54' AWN NG RDBX 26'_0" MEI emMea.1e"en PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SOURCE REFRIGERATION AND HVAC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF SOURCE REFRIGERATION AND HVAC IS PROHIBITED. 5 4 UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL± 1 /8" ANGULAR:±ldeg ONE PLACE DECIMAL:±1/4" TWO PLACE DECIMAL:±1/16" INTERPRET GEOMETRIC TOLERANCING PER: CITY TUKWILA COUNTY KING DO NOT SCALE DRAWING 3 \ GLASS WALL DRAWN CHECKED STR APPR. MFG APPR. Q.A. COMMENTS: NAME DATE BAP 28MAR16 PARCEL: 004000-0074 LEGAL: ADAMS HOME TRS LESS N 53.80 FT & LESS E 140 FT & LESS CO RD 2 SITE: SIZE A AN 1.25, REVIEWED FOR CODE COMPLIANCE APPROVED JUL 102018 City of Tukwila BUILDING DIVISION ROOF STRUCTURE 7-11 #14443 14462 34TH AVE S ffSOURCE Refrigeration & HVAC, Inc. www.sourcerefrigeration.com Brian Pritchard (253) 329-0512 DWG. NO. 7-11 14443 RS SCALE: 1:125 REV NEW SHEET 1 OF 1 1 REMOVED CM OF Ti tIBMLA JUL 02 2018 ERM' CENTER 6" PARAPET AROUND ROOF EDGE 14'-0" SOUTH SIDE OF BUILDING 4" 2X4 TREATED KICK PLATE/BOTTOM RAIL (8)PL TYP MIS 2X4 TREATED MID RAIL (8)PL TYP 2X6 TREATED TOP PLATE 14'-0" r I � NW - 3'-0" u 7-0" *SEE NOTE 1� Ow - 4' -0" it. 4 IAN12 ma REVIEWED FOR CODE COMPLIANCE APPROVED JUL 102018 f City of Tukwila LBUILDING DIVISION NORTH SIDE OF BUILDING 80'-0" CORRECTIVE LETTER 1 RESPONSE NOTES: 1) A 42" HIGH (FROM ROOF SURFACE) SAFETY RAILING EPDXY ANCHORED (HILTI RE 500-V3 OR EQUIVALENT) INTO THE GROUTED CAVITY'S OF THE BLOCK WITH (2) EA HILTI KB -TZ 3/8x6 OR EQUIVALENT. RAILING WILL BE MADE OF TREATED WOOD. ALL PARTS WILL BE SCREWED TOGETHER USING A SIMPSON #10 x 2-1/2 in. HEX HEAD STRONG -DRIVE SD STRUCTURAL -CONNECTOR SCREW OR EQUIVALENT. A BOTTOM 2X4 KICK PLATE, A MID SPAN 2X4 RAIL LIMITING THE SPACE BETWEEN RAILS TO LESS THAN 21" AND A 2X6 T OP PLATE. SPACING OF VERTICAL 4X4'S WILL BE NOT MORE THAN 8' AND DEPENDENT UPON GROUTED SPACES IN THE BLOCK. RAILING WILL EXTEND OUT A MINIMUM OF 3' FROM NEAREST ACCESSED OBJECT. 2) FRONT PARAPET/AWNING AND GROUND LEVEL ITEMS REMOVED FOR CLARITY NW - ROOF ELEVATION (FROM BACK) UNLESS OTHERWISE SPECIFIED: NAME DATE DIMENSIONS ARE IN INCHES TOLERANCES: FRACTIONAL± 1/8" ANGULAR:±ldeg ONE PLACE DECIMAL:±I/4" TWO PLACE DECIMAL:±1/16" DRAWN BAP 23MAY18 CHECKED SITE: 7-11 #14443 14462 34TH AVE S STR APPR. MFG APPR. PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SOURCE REFRIGERATION AND HVAC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF SOURCE REFRIGERATION AND HVAC IS PROHIBITED. INTERPRET GEOMETRIC TOLERANCING PER: Q.A. COY TUKWILA COUNTY KING DO NOT SCALE DRAWING COMMENTS: PARCEL: 004000-0074 LEGAL: ADAMS HOME TRS LESS N 53.80 FT & LESS E 140 FT & LESS CO RD SOIJR4CE Refrigeration & HVAC Inc. www.sourcerefrigeration.com Brian Pritchard (253) 329-0512 RECEOVEED aro TUMNLA JUL 02 2018 IntainT CENTER SIZE A DWG. NO. 7-11 14443 RE REV NEW SCALE: 1:125 SHEET 1 OF 1 1 4 3 2 as • MILLER CONSULTING ENGINEERS STRUCTURAL CALCULATIONS 7 -Eleven #14443 Roof Edge Protection 14462 34th Avenue S, Tukwila, Washington Source Refrigeration PO #15059459 July 2, 2018 Project No. 180758 7 pages Principal Checked: PRA 7.2.2018 JAN 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 10 2018 City of Tukwila BUILDING DIVISION DECEIVED CITY OF TUK L JUL 02 2018 *** LIMITATIONS *** PERIM9' CENTER Miller Consulting Engineers, Inc. was retained in a limited capacity for this project. This design is based upon information provided by the client, who is solely responsible for accuracy of same. No responsibility and or liability is assumed by or is to be assigned to the engineer for items beyond that shown on these sheets. Engineering Practical, Diverse Structural Solutions Since 1978 9570 S W Barbur Blvd., Suite 100, Portland, Oregon 97219-5412 Phone: (503) 246-1250 Fax: (503) 246-1395 www.miller-se.com Building Code: 2015 Washington State Building Code Soils Report: No Soils Report by: N/A Dated: N/A Soil Bearing: 1500 PSF Retaining Walls: No Equivalent Fluid Pressure (active): WA PCF Passive bearing: N/A PCF Friction: N/A Structural System: Guardrail Vertical System: Lateral Sys: Element Guardrail Load Type Point Basic Design Value (PSF) 200 Ib Loads: Load Type Distributed Value (PSF) 50 pit Deflection Criteria Lateral Design Parameters: Wind Design: N/A MPH Exposure Importance Factors Iw = le = Is = Ii = Risk Cat: II (ice) (seismic) (snow) (ice) Seismic Design Latitude: N/A Longitude: 2% PE in 50 years, 0.2 see SA = Ss 2% PE in 50 years, 1.0 see SA = 51 (Site class B parameters are indicated on this page, for actual site lass used in design, refer to seismic design summary) Design Summary: The following set of structural calculations is for the addition of a guardrail at the edge of the roof of an existing structure. It attaches directly to the existing CMU wall. The building is designed by others. as9570 Mk MILLER CONSULTING ENGINEERS SW Barbur Blvd Suite One Hundred Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com Project Name 7 -Eleven #14443 Roof Edge Protection Project # 180758 Location 14462 34"' Ave S -Tukwila, WA Client Source Refrigeration ELD 2018.07.02 1 of 7 By Ck'd PRA DatePage as • MILLER CONSULTING ENGINEERS STRUCTURAL CALCULATIONS 7 -Eleven #14443 Roof Edge Protection 14462 34th Avenue S, Tukwila, Washington Source Refrigeration PO #15059459 July 2, 2018 Project No. 180758 7 pages Principal Checked: PRA 7.2.2018 JAN 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 10 2018 City of Tukwila BUILDING DIVISION DECEIVED CITY OF TUK L JUL 02 2018 *** LIMITATIONS *** PERIM9' CENTER Miller Consulting Engineers, Inc. was retained in a limited capacity for this project. This design is based upon information provided by the client, who is solely responsible for accuracy of same. No responsibility and or liability is assumed by or is to be assigned to the engineer for items beyond that shown on these sheets. Engineering Practical, Diverse Structural Solutions Since 1978 9570 S W Barbur Blvd., Suite 100, Portland, Oregon 97219-5412 Phone: (503) 246-1250 Fax: (503) 246-1395 www.miller-se.com Mark Span x1 = x2 = Xa = Xb = Xc = R1 = R2 = LL p=L/ TL 4g N = U % LL 2012 National Design Specification for Wood Construction (ASD) Top Rail Material: DIMENSIONAL LUMBER Grade: Hem/Fir No. 2 or Better 8.00 0.00 8.00 0.00 0.00 0.00 200 200 360 240 62.5% ft ft ft ft ft ft lbs lbs L„= w1= w2= Pa= Pb= Pc= V= M= LL 4= TL 4= (e= Reduction Bending Fe Shear F Bearing F,, E & Co 1.60 1.60 1.00 1.00 1.00 1.00 8.00 ft size= 2 x 8 50 Ibs/ft 50 Ibs/ft lbs bs bs 177 lbs 400 ft -lbs 0.12 inchs 0.20 nchs 14.42 ft Fb'=(Fb)(Cd)(Ct)(CF)(CM)(C)(Cr)(CL)(C1u) = 1,013 psi FV= (Fv)(Cd)(Ct)(CM)(C) = 186 psi b= d= A= S= t= E'I = Fb = F = E_ = Fri = Approx. weight Cr 1.30 1.500 in 5.500 in 8.25 In' 7.56 in' 20.80 Ins 23,116 kip -in' 850 psi 150 psi 1300 k5i 470 ksi 405 psi 2.01 Ibs/ft CM 1.00 0.97 0.67 0.90 C, 0.80 0.80 1.00 0.95 Cr 1.00 Cv 1.000 C, 0.716 Ch, 1.00 Re= Fte= Fe'= Fte/Fe = Ft, Fri= 20.56 401,850 1140 1414 0.81 1013 186 271 1,111,500 Material DIMENSIONAL LUMBER Grade HemlFir No. 2 or Better Load Duration, Co TEN MINUTES 1.6 WIND/SEISMIC Temperature Factor, C, WET T c = 100°F Wet Service Factor, C. MOISTURE CONT o 19% E'= (E)(Ct)(CM)(C) = 1,111,500 psi R1 Req'd Bearing Width 1 00 in. Incising Factor, C, MEMBER IS INCISED Fcl'= (Fcl)(Ct)(CM)(C) = 271 psi R2 Req'd Bearing Width 1.00 in. Repetitive Factor C, MEMBER IS NOT REPETITIVE tb = 635 psi < Fb' = 1,013 psi M = 400 ft -lbs < Mmax = 638 ft -lbs Bending Capacity = 62.7% Member 2x6 tv = 32 psi < Fit = 186 psi V = 177 lbs < Vmax = 1,024 IDs Shear Capacity = 17.3% Number of Plies 1 Ply Max LL Deft = 0.125 inches = L / 769 LL Defl. Capacity = 46.8% Max TL Deft = 0.200 inches = L / 481 TL Deft. Capacity = 49.9% (1 Ply) 2 x 6, DIMENSIONAL LUMBER Hem/Fir No. 2 or Better 8 C f 500 400 300+ 200 100 0 -100 -200 -300 a.Sheer --Marmot Distance (ft) Y L Top rail to redistribute 61 Units • Properties ?torrent Releases - • Supports g•- Springs I.- X = 0; VSpring = 0. X = 9.6; VSpring = 0.95 - x = 192; VSpring = 0.95 Point Loads 6 -Uniform Loads XStart = 0; XEnd = 192; UStart = load from post analysis (see page 6) -.00417; UEEnd = -.00417; 0.000 -0.050 -0.100 S -0.150 -0.200 Copyright m 2015 Miller Consulting Engineers, Inc. -0.250 2 = o = = _ „ = n = = 2 = o e = = 2 = Olsten.. PO 50 plf / 12 in/ft = 4.17 pli Reactions - Consistent OK < 50 psi psi psi psi psi psi psi 0.2 6707 0.267225 Use 2x6 ea direction 1 0.266706 as s MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com Project Name 7 -Eleven #14443 Roof Edge Protection Location 14462 34th Ave S - Tukwila, WA Project # 180758 Client Source Refrigeration By ELD Ck'd PRA Date 2018.07.02 Page 3 of 7 Guardrail at Roof Edge 6" PARAPET AROUND ROOF EDGE .40 14'-0" 4" 2X4 TREATED KICK PLATE/BOTTOM RAIL (8)PL TYP mist 2X4 TREATED MID RAIL (8)PL TYP 2X6 TREATED REVIEWED f OR CODE COMPLIANCE APPROVED JUL 102018 OP PLATA+ of Tukwila BUILDING DIVISION 14'-0" ZO 3'-0" SOUTH SIDE OF BUILDING 4,-0" NORTH SIDE OF BUILDING 80'-0 See next 5 pages for member checks Check 1/2" dia threaded rod anchors w/ Hilti HIT-HY 70 epoxy T = 523 Ib (see page 6) T, = 2035 Ib x 0.76 = 1547 1b 523 Ib < 1547 Ib, 34% Use 1/2" SS threaded rod w/ Hilti HIT-HY70 and 4 1/2" effective embedment w/ min. edge distance = 4" Check Bolt Bearing - try PL 2x2 Fcperp' = 271 psi f, = 523 Ib / 4 in2 = 131 psi 131 psi < 271 psi, 48% OK top rail Use min 2x2 PL washer at nut eas 6 I support rail 9570 SW Barbur Blvd Suite One Hundred MILLER CONSULTING ENGINEERS 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com Project Name post reduction for <10D penetration Check Top Rail tq/Post - 10d nails V = 267 1b Cd Vc= 103 Ib x 0.67 x 1,6x0°7= 77 Ib / nail end grain 77 lb x 4 nails = 308 1b > 267 1b Use (4) 10d nails from top rail to posts Check Connections - Simpson A34 Rmax = 267 Ib/ 2 sides (top rail to post) R, = 390 Ib 134 Ib < 390 Ib, 34% OK Use Simpson A34 at each connection, typ ReE OVJJ 7 -Eleven #14443 Roof Edge Protection Qui 1brl5je; 1��� Ck'd PRA Date 2018.07.02 age Client JUL2 of7 02 2018 �ER 2i7 CEt T1 F p Location 14462 34th Ave S - Tukwila, WA Source Refrigeration By ELD Mark Span x1 = x2 = Xa = Xb = Xc = RI= R2 = LL elms = V TLems=L/ % LL 2012 National Design Specification for Wood Construction (ASO) Material: DIMENSIONAL LUMBER Grade: Hem/Fir No. 2 or Better Mid Rail - Weak Axis 8.00 0.00 8.00 4.00 0.00 0.00 25 25 62.5% 8 ft ft ft ft ft lbs lbs = w1= w2= Pa= Pb= Pc= V= M= LLA= TLe= e.= 8.00 0 50 0 0 25 99 0.52 0.84 13.42 ft lbs/ft lbs/ft lbs lbs lbs lbs ft -lbs Inchs inchs ft Fb'=(Fb)(Cd)(C)(CF)(CM)(C)(Cr)(CL)(Cfu) = 1,526 psi FV= (Fv)(Cd)(Ct)(CM)(C) = 186 psi Reduction Bending F, Shear F, Bearing F<, E E.o, co 1.60 1.60 size= 2x4 b= Cr CF 1.00 1.00 1.00 1.00 1.50 3.500 d= A= S= I= El = Fe = F„= E_ E,„n = F„ = Approx. weight 1.500 5.25 1.31 0.98 1,094 850 150 1300 470 405 1.28 In in Inc InS In° kip -ins psi psi ksi 551 psi bs/ft CM 0.85 0.97 0.67 0.90 C; 0.80 0.80 1.00 0.95 c, 1.00 Go 1.000 C,. 1.000 Cry, 1.10 Re= E'mn F.= Fe = Fw/Fe = 4.44 401,850 24463 1387 17.64 1528 186 271 1,111,500 Material DIMENSIONAL LUMBER Grade Hem/Fir No. 2 or Better Load Duration, Co TEN MINUTES 1.8 WIND/SEISMIC Temperature Factor, C, WET T<=100°F Wet Service Factor, CM MOISTURE CONT > 19% E'= (E)(Ct)(CM)(Ci) = 1,111,500 psi R1 Req'd Bearing Width 1 00 In. Incising Factor, C, MEMBER IS INCISED Fcl'= (Fc1)(Ct)(CM)(C) = 271 psi R2 Req'd Bearing Width 1.00 in. Repetitive Factor C, MEMBER IS NOT REPETITIVE fb = 907 psi < Fb' = 1,526 psi M = 99 ft -lbs < Mmax = 167 ft -lbs Bending Capacity = 59.4% Member 2 x 4 fv = 7 psi < Fs/ = 186 psi V = 25 lbs < Vmax = 652 lbs Shear Capacity = 3.8% Number o/ Plies 1 Ply Max LL Deft = 0.523 inches = L / 183 LL Dell. Capacity = 0.0% Max TL Deft = 0.837 inches = L / 115 TL Dell. Capacity = 0.0% (1 Ply) 2 x 4, DIMENSIONAL LUMBER Hem/Fir No. 2 or Better 120 100 80 60 40 20 0 -20 -40 0 Copyright C2015 Miller Consulting Engineers, Inc. aamaSMar -Moment Notes: 0 0 = Distance (ft) L Detlectlon)Inches) 0.000 -0.100 -0.200 -0.300 -0.400 -0.500 -0.600 - -0.700 - -0.800 7, '4 ggggggg g Distance (1q OK < 50 psi psi psi psi psi psi psi as • MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com Project Name 7 -Eleven #14443 Roof Edge Protection Location 14462 34th Ave S - Tukwila, WA Project # 180758 Client Source Refrigeration By ELD Ck'd PRA Date 2018.07.02 Page 5 of 7 Mark 2012 National Design Specification for Wood Construction (ASD) Material: DIMENSIONAL LUMBER Grade: Hem/Fir No. 2 or Better Mid Rail Reduction Bending Fe Shear F, Bearing F,,, E & Co 1.60 1.60 Span 8.00 5 L„ = 8.00 ft size = 2 x 4 x1= 0.00 ft w1= 0 Ibs/ft b = x2 = 8.00 ft w2= 0 Ibs/ft d = Xa = 4.00 ft Pa= 50 lbs A = Xb = 0.00 ft Pb= 0 lbs S = Xc= 0.00 ft Pc= 0 lbs I = R1 = 25 lbs V = 25 lbs El = R2 = 25 lbs M = 99 ft -lbs F5 = LL A<,, =V 360 LL A= 0.10 inchs F, = TL eans=V 240 G. e= 0.15 inchs E = % LL 62.5% Le= 13.92 9 Emn= Fb'=(Fb)(Cd)(Ct)(CF)(CM)(C)(Cr)(CL)(Cfu) = 1,256 psi F„ = FV= (Fv)(Cd)(Ct)(CM)(C) = 186 psi Approx. weight G, c0 1.00 1.00 1.00 1.00 1.50 1.500 3.500 5.25 3.08 5.38 5,957 850 150 1300 470 405 1.28 in in in' in' in° kip -in< psi psi ksi ksi psi lbs/ft 0. 0.85 0.97 0.87 0.90 C; 0.80 0.80 1.00 0.95 0, 1.00 C< 1.000 c, 0.905 Ch 1.00 Re= E'mn= F.= Fe = F,./F,,••= Fe= 16.12 401,850 1857 1387 1.34 1256 186 271 1,111,500 Material DIMENSIONAL LUMBER Grade Hem/Fir No. 2 or Better Load Duration, Co TEN MINUTES 1.6 WIND/SEISMIC Temperature Factor, C, WET T <= 100°F Wet Service Factor, CM MOISTURE CONT > 19% E'= (E)(C)(CM)(C) = 1,111,500 psi R1 Req'd Bearing Width 1 00 in. Incising Factor, C, MEMBER IS INCISED Fcl'= (Fc1)(Ct)(CM)(C) = 271 psi R2 Req'd Bearing Width 1.00 in. Repetitive Factor C, MEMBER IS NOT REPETITIVE fb = 389 psi < Fb' = 1,256 psi M = 99 ft -lbs < Mmax = 321 ft -lbs Bending Capacity = 30.9% Member 2 x 4 (v=7 psi <F0'= 186 psi V = 25 lbs < Vmax = 852 lbs Shear Capacity = 3.8% Number of Plies 1 Ply Max LL Dell = 0.096 Inches = L / 998 LL Def. Capacity = 36.0% Max TL Den = 0.154 inches = L / 824 TL Defl. Capacity = 38.5% (1 Ply) 2 x 4, DIMENSIONAL LUMBER Hem/Fir No. 2 or Better 2 120 - 100 - 80 60 40 20 0 -20 -40 r sa�Shear 7 = = Moment Notes: Distance (ft) • MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com 0 0.000 -0.020 -0.040 -0.060 -0.080 -0.100 -0.120 -0.140 - -0.160 -0.180 0 0 Copyright © 2015 Miller Consulting Engineers, Inc. OK < 50 psi psi psi psi psi psi psi Distance (1) REVIEWED FOR CODE COMM IANrSF APPROVED JUL 10 2018 City of Tulwila BUILDING DIVISIO Project Name { r. kiD COI V ® YUKIN LA JUL 02 2018 L E E''3 T CERI ER. 11 ge Protection Location 14462 34th Ave S - Tukwila, WA Project # 180758 Client Source Refrigeration By ELD Ck'd PRA Date 2018.07.02 Page 4 of 7 Check Wall for Moment Universal Elastic Flexural Design f m 1,350 fs 24,000 E',,, 1,215,000 Es 29,000,000 Fb 608 b 48 t 7.625 d 3.81 M 12,281 n 23.86831276 2/jk 34.51226743 npj 0.0175 np 0.0185 p 0.000777013 Rebar # 4 Spacing 48 As 0.049 As,req'd 0.036 0.049 > 0.036, OK psi psi 0.4f1, psi 900f',,, psi psi 0.45fm in -Ib np --- > np in oc int/ft int/ ft Verify min #4 bars at 48" oc vertical reinforcement Check Change in Load to Wall to Diaphragm Connection wwind = 15 psf [conservative] x 13.5' / 2 = 101 plf wguardrail = 645 Ib / 8' oc = 80.6 plf < 101 plf No further analysis nery per IEBC • Description 6.. Units English; ©.-Properties ! Moment Releases p -Supports X - 0; Disp = 0; - X - 13.5; Disp - 0; Springs (]• Point Loads i X - 1; PLoad - -.523; X - 5; PLoad - -.256; -Uniform Loads Reactions - kips, kip ft T 0.645444 r 0.133556 MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com Project Name 7 -Eleven #14443 Roof Edge Protection Location 14462 34th Ave S - Tukwila, WA Project # 180758 Client Source Refrigeration By ELD Ck'd PRA Date 2018.07.02 Page 7 of 7 Mark Span x1 = x2 = Xa = Xb = Xc = R1 = R2 = LL 4i;,,a = U TL4ma=L/ % LL 2012 National Design Specification for Wood Construction (ASD) Material: DIMENSIONAL LUMBER Grade: Hem/Fir No. 2 or Better Guardrail Post 3.50 0.00 3.50 0.00 0.00 0.00 1200 800 360 240 62.5% ft ft ft 0 ft ft bs bs f�= w1= w2= Pa= Pb= Pc V= M= LL �= TL O= 7.00 0 400 0 0 400 1600 0.00 0.00 12.79 ft lbs/ft lbsl6 lbs lbs lbs •s ft- .5 nc nchs ft Fb'=(Fb)(Cd)(C)(CF)(CM)(Ci)(C0(CL)(Cfu) = 1,387 psi FV= (Fv)(Cd)(Ct)(CM)(C) = 186 psi size = b= d= A= S= 1= E'1 = Fn= F, _ E_ Em,n = Approx. weight 3 '/Z' - v/,y' hole Reduction Senting F, Shear F, Bering F Es Co 1.60 1.60 1.00 1.00 1.00 1.00 4x6 Cr 1.30 2.938 5.500 16.18 14.81 40.73 45,268 850 150 1300 470 405 3.93 in Ft' kip In' psi psi ksi psi lbs/ft C 1.00 0.97 0.67 0.90 C, 0.80 0.80 1.00 0.95 C 1.00 Cy 1.000 CL 0.981 Ch, 1.00 Ra= E',, FbE= Fe= Fw/F0 = Fe= F, 9.89 401,850 4931 1414 3.49 1387 186 271 1,111,500 Material DIMENSIONAL LUMBER Grade Hem/Fir No. 2 or Better Load Duration, Ce TEN MINUTES 1.6 WIND/SEISMIC Temperature Factor, C, WET T<=100°F Wet Service Factor, C MOISTURE CONT > 19% E'= (E)(Ct)(CM)(C) = 1,111,500 psi R1 Req'd earing Width 1 51 in. Incising Factor, C, MEMBER IS INCISED Fci'= (Fc1)(Ct)(CM)(C) = 271 psi R2 Req'd B• - ring Width 1 00 in Repetitive Factor C, MEMBER IS NOT REPETITIVE Po = 1,298 psi < Fb' = 1,387 psi M = 1,600 ft -lbs < Mmax = 1,712 ft -lbs Bending Capa = 93.5% Member x6 fv = 37 psi < FV = 186 psi V = 400 lbs < Vmax = 2,006 lbs Shear Capacity = 9.9% Number of Plies Ply (1 Ply) 4 x 6, DIMENSIONAL LUMBER Hem/Fir No. 2 or Better Description 0. Units =-Consistent; 9.. Properties X = 0; £ = 1300000: I 1 -Moment Releases t3 Supports - X = 46; Disp = 0; i- X = 94; Disp = 0; )..Springs 41- Point Loads j L X = 0; PLoad -267: L Uniforal Loads Moment - Consistent 0.000000 Post conservatively sized for simple span top rail 48.53; REVIEWED FOR CODE COMPLIANCE APPROVED JUL 10 2018 -', of Tukwila BUILDING DIVISION -12281 999926 Copyright m 2015 Miller Consulting Engineers, Inc. Reactions - Consistent 1 Deflection - Consistent 1 1 OK < 50 psi psi psi psi psi psi psi JAN lc 26c9 -0.280595 0.028773 nectuvol ant OF'WM- JUL 02 2018 k = 267 Ib/0.28" =.95 k/in PEWEE" CE- VJ FE as MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com Project Name 7 -Eleven #14443 Roof Edge Protection Location 14462 34th Ave S - Tukwila, WA Project # 180758 Client Source Refrigeration By ELD Ck'd PRA Date 2018.07.02 Page 6 of 7 2x6 FLAT PT H/F TOP RAIL (MINIMUM 2 SPAN CONTINUOUS). FASTEN TO POST W/ MIN (4) 10d NAILS EA TOP RAIL TO POST [(4) EA SIDE AT TOP RAIL JOINTS] AND TO SUPPORT RAIL W/ SIMPSON SDS25412 AT 24" OC MAX. or 1 4x6 PT H/F POST AT 8'-0" OC MAX 2x4 PT H/F MID RAIL AND TOE KICK, TYP IT JOINTS IN TOP RAIL TO BE CENTERED ON POSTS 2X6 PT H/F SUPPORT RAIL, TYP SIMPSON A34 EA SIDE OF POST TO INTERMEDIATE AND BOT RAIL, TYP GENERAL NOTES: 1. CONTRACTOR TO VERIFY CONDITIONS PRIOR TO BEGINNING WORK. 2. SEE S2 -S4 FOR STRUCTURAL NOTES 3. CONTRACTOR TO SEAL ALL PENETRATIONS AS REQ'D TO STOP ALL LEAKAGE. WATERPROOFING/ MOISTUREPROOFING BY OTHERS (E) PARAPET 0 3 1/2" (E) ROOF Y2" DIA SS THREADED ROD W/ MIN 4 Y2" EMBED AND HILTI-HIT HY70 EPDXY IN (E) MASONRY WALL W/ PL Y2 x 2 x 0'-2" WASHER PLACED IN FULLY GROUTED CELL, TYP. PL WASHER TO BE GALVANIZED. (E) MASONRY WALL. VERIFY VERTICAL REINFORCING TO BE MINIMUM #4 AT 48" OC. TYPICAL GUARDRAIL FRAMING S i 3/4" = 1'-0" 7.2.2018 as MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com Project Name 7 -Eleven #14443 Roof Edge Protection Location 14462 34th Ave S - Tukwila, WA Project # 180758 Client Source Refrigeration By ELD Ck'd PRA Date 2018.07.02 Page S1 of 4 FOR REFERENCE ONLY Adhesive Anchoring Systems 3.2.6 HIT-HY 70 Hybrid for Masonry Construction 3.2.6.3 Technical data Table 2 - Hilti HIT-HY 70 allowable adhesive bond tension loads for threaded rods and reinforcing bars in the face of grout -filled concrete masonry walls'. Z3,4,5,6,7,8 Nominal anchor diameter Rebar size Effective embedment in. (mm)" Tension, Ib (kN) Spacings Edge distance10 Critical s, in. (mm) Minimum s,,,,, in. (mm) Load reduction factor @ smc,6 Critical ca in. (mm) Minimum c in. (mm) Load reduction factor @ cmc"" 3/8 3 3-3/8 1,240 13.5 •0.70 4 , 13.5 (342.9) 12 s• : 4 0.80 1/2 4 4-1/2 (115) 2,035 (9.0) 18 (457.2) 0.70 20 (508) 0.76 5/8 5 (143) (12.6) (571.5) 0.50 (508) 0.71 3/4 6 6-3/4 (172) 3,810 (16.9) 27 (685.8) 0.50 20 (508) 0.66 Table 3 - Hilti HIT-HY 70 allowable adhesive bond shear loads for threaded rods and reinforcing bars in the face of grout -filled concrete masonry walls'. 2''' 4'56,''8 Nominal anchor diameter Rebar size Effective embedment in. (mm)" Shear Ib (kN) Spacings Edge distance10 Critical s in. (mm) Minimum s in. (mm) Load reduction factor @ smi"6 Critical c, in. (mm) Minimum cmc" in. (mm) Load reduction factor @ c,";"'z Load perpendicular to edge Load parallel to edge 3/8 3 3-3/8 (86) 850 (3.8) 13.5 (342.9) 4 (102) 1.00 12 (304.8) 4 (102) 0.88 1.00 1/2 4 4-1/2 (115) 1,495 (6.7) 18 (457.2) 1.00 12 (304.8) 0.49 1.00 5/8 5 5-5/8 (143) 2,615 (11.6) 22.5 (571.5) 0.50 20 (508) 0.40 0.78 3/4 6 6-3/4 (172) 4,090 (18.2) 27 (685.8) 0.50 20 (508) 0.26 0.60 1 All values are for anchors installed in fully grouted concrete masonry with minimum masonry prism strength of 1,500 psi. Concrete masonry units shall be lightweight, medium -weight or heavy -weight conforming to ASTM C90. Allowable loads are calculated using a safety factor o 5. 2 Anchors may be installed in any location in the face of the masonry wall including cell, web, and mortar joints. Anchors are limited to one per m. on ce 3 Linear interpolation of load values between minimum spacing (s,,,) and critical spacing (s") and between minimum edged s is permitted. 4 Concrete masonry thickness must be equal to or greater than 1.5 times the anchor embedment depth. EXCEPTION: the 5/ (No. 5 and No. 6 bars) may be installed in minimum nominally 8 -inch thick concrete masonry. 5 When using the basic Toad combinations in accordance with IBC Section 1605.3.1, tabulated allowable loads must not be jil . e' d I When using the alternative basic load combinations in IBC Section 1605.3.2 that include seismic or wind loads, tabulated allowable loads may be increased by 33-1/3 percent, or the alternative basic load combinations may be reduced by a factor of 0.75. i 'JAN/ 6 Allowable loads must be the lesser of the adjusted masonry or bond tabulated values and the steel values given in table 4. 7 Tabulated allowable loads shall be adjusted for increased base material temperatures in accordance with figure 12. 8 For combined loading: (Tw / T� ie j"+ (V / V, J' s 1 where n=5/3 for 3/8- and 1/2 -inch diameters (No. 3 and No. 4 rebar) and n=1 for 5/8- and 3/4 -inch diameters (No. 5 and No. 6 rebar). 9 The critical spacing, sem, is the anchor spacing where full load values may be used. The minimum spacing, s, is the minimum anchor spacing for which values are available and installation is recommended. Spacing is measured from the center of one anchor to the center of an adjacent anchor. 10 The critical edge distance. c„ is the edge distance where full load values may be used. The minimum edge distance, c,,;,, is the minimum edge distance for which values are available and installation Is recommended. Edge distance is measured from the center of the anchor to the closest edge. 11 Em : • me Leri nX I2 • ror)t the otltside 12 Lo- ! rrduuj�e� - ' "• f 1� 11p io ti j th sp Lo- CoCVIJEcIiVlYliLtl/'11tl1.rt 224 Hilti, Inc. APPROVED JUL 10 208 City of Tukwila BUILDING DIVISION ce of the concrete masonry unit. ing and edge distance load reduction factors must be considered. d c„ must be multiplied by the appropriate load reduction factor based on actual edge distance mico ® 111J C�)I tl[�jOF T {UT UOlt1S.A FOR REFERENCE ONLY JUL 02 21118 PER 'GT CENTER patrol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17 DESIGN LOADS THE FOLLOWING ARE THE DESIGN REQUIREMENTS: STRUCTURAL DESIGN CRITERIA RISK CATEGORY I I DESIGN GUARDRAIL LOAD DISTRIBUTED 50 PLF POINT 200 LBS STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360-10). ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING MATERIAL STANDARDS: ALL OTHER SECTIONS AND PLATES: ASTM A36 ALL ZINC (GALV.) COATINGS ON IRON AND STEEL PRODUCTS SHALL CONFORM TO ASTM A123. REPAIRS OF GALVANIZED COATINGS ARE TO CONFORM TO ASTM A780. HOT DIP GALVANIZED COATINGS ON ASTM A325 FASTENER ASSEMBLIES SHALL CONFORM TO ASTM A153. SURFACE PREPARATION OF GALVANIZED STEEL TO RECEIVE A FINISH COAT OF PAINT SHALL CONFORM TO ASTM D6386. MASONRY ANCHORS POST INSTALLED MASONRY ANCHORS SHALL BE USE HILTI HIT-HY70 EPDXY UNLESS NOTED OTHERWISE. ALL POST INSTALLED MASONRY ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURERS INSTALLATION CRITERIA AND PER THE CURRENT ICC EVALUATION REPORT. 7.2.2018 as MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com Project Name 7 -Eleven #14443 Roof Edge Protection Location 14462 34th Ave S - Tukwila, WA Project # 180758 Client Source Refrigeration By ELD Ck'd PRA Date 2018.07.02 Page S3 of 4 GENERAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTORS EXPENSE. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEERS RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. NON-STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE SUPPRESSION, ELECTRICAL, MECHANICAL, LAND USE, SITE PLANNING, EROSION CONTROL FLASHING AND WATER -PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROViDED BY OTHERS. BUILDING CODE ALL PHASES OF THE WORK SHALL CONFORM TO THE 2015 WASHINGTON STATE BUILDING CODE, BASED ON THE 2015 INTERNATIONAL BUILDING CODE (IBC), INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. SPECIAL INSPECTION / STRUCTURAL OBSERVATION SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1704. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE TO ALLOW SCHEDULING OF SPECIAL INSPECTION. IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE SPECIAL INSPECTION AND TESTING BY A QUALIFIED THIRD PARTY, SUCH AS A TESTING AGENCY REVIEWED BY THE ENGINEER. REFERENCE THE SPECIAL INSPECTION TABLE ON THIS SHEET FOR ITEMS REQUIRING SPECIAL INSPECTION. TABLE 2 REQUIRED STRUCTURAL SPECIAL INSPECTIONS MASONRY LEVEL B 4-11 TABLE 1.19.2 - LEVEL B QUALITY ASSURANCE INSPECTION 'i.4 INSPECTION TASK REFERENCE CODE OR STANDARD FOR CRITERIA FREQUENCY t?. l,. REMARKS TMS 4021 ACI 530! ASCE 5 TMS 6021 ACI 530.1! ASCE 6 Continuous Periodic 1. INSTALLATION OF POST -INSTALLED ANCHORS. X SEE MANUFACTURERS ICC REPORT. REVIEWED FOR CODE COMPLIANCE !APPROVED JUL 10 2413 • City of Tukwila BUILDING DIVISION MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com SOF ia�ttIaLIk 6Vil"� JUL 02 2O18 Paali CENTER Project Name 7 -Eleven #14443 Roof Edge Protection Location 14462 34th Ave S - Tukwila, WA s G: N 12 24 7.2.2018 Project # 180758 Client Source Refrigeration By ELD Ck'd PRA Date 2018.07.02 Page S2 of 4 1 t) WOOD FRAMING ALL FRAMING TO BE HEM/FIR UNLESS NOTED OTHERWISE. ALL PREFABRICATED METAL TIMBER CONNECTORS AND HANGERS SHALL BE FULLY BOLTED AND/OR NAILED AS INDICATED BY MANUFACTURER, UNLESS NOTED OTHERWISE. ALL CONNECTORS, HANGERS AND FASTENERS SHALL BE CORROSION PROTECTED PER MANUFACTURER'S RECOMMENDATIONS. SIMPSON PREFABRICATED METAL TIMBER CONNECTORS NOTED. OTHER TYPES OF METAL CONNECTORS REQUIRE PRIOR REVIEW. BOLT HOLES IN WOOD SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT. REFER TO SECTION 11.1 OF THE NDS FOR ADDITIONAL INSTALLATION INSTRUCTIONS OF DOWEL -TYPE FASTENERS. PRESSURE TREATED LUMBER ALL STRUCTURAL WOOD MEMBERS EXPOSED TO WEATHER OR AS NOTED ON DRAWINGS OR AS REQUIRED BY IBC SECTION 2303.1.8, SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AMERICAN WOOD -PRESERVERS ASSOCIATION USING (ACQ, CA -B, DOT) STANDARD U1 AND M4 FOR SPECIES, PRODUCT, PRESERVATIVE, AND END USE. RETENTION AMOUNTS SHALL BE AS REQUIRED FOR AWPA USE CATEGORY STANDARDS FOR STRUCTURAL APPLICATIONS. FOR ABOVE GROUND APPLICATIONS RETENTION OF 0.25 LBS PER CUBIC FOOT OF ACQ OR 0.10 LBS PER CUBIC FOOT OF CA -B BASED ON AWPA USE CATEGORY STANDARDS UC1, UC2, UC3A, UC3B. FOR GROUND CONTACT, FRESH WATER IMMERSION APPLICATIONS RETENTION OF 0.40 LBS PER CUBIC FOOT OF ACQ OR 0.25 LBS PER CUBIC FOOT OF CA -B BASED ON AWPA USE CATEGORY STANDARDS UC4A, UC4B. FOR IN GROUND STRUCTURAL APPLICATIONS RETENTION OF 0.60 LBS PER CUBIC FOOT OF ACQ OR 0.31 LBS PER CUBIC FOOT OF CA -B BASED ON AWPA USE CATEGORY STANDARD UC4B. FOR ABOVE GROUND, CONTINUOUSLY PROTECTED FROM LIQUID WATER APPLICATIONS (SILL PLATE) RETENTION OF 0.25 LBS PER CUBIC FOOT OF ACQ OR 0.10 LBS PER CUBIC FOOT OF CA -B OR 0.25 LBS PER CUBIC FOOT BASED ON AWPA USE CATEGORY STANDARDS UC1, UC2. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED MATERIAL SHALL BE IN ACCORDANCE WITH IBC SECTION 2304.9.5. TIMBER CONNECTORS/FASTENERS INCLUDING NUTS AND WASHERS IN CONTACT WITH PRESERVATIVE -TREATED MATERIAL SHALL HAVE PROTECTIVE COATINGS AS RECOMMENDED BY CONNECTOR/FASTENER MANUFACTURER. ALL TRIMMED SECTIONS, CUTS, DAPS, OR HOLES IN PRESSURE TREATED MATERIALS SHALL BE TREATED WITH COPPER NAPTHENATE, IN ACCORDANCE WITH AWPA STANDARD M4. FOR ADDITIONAL REQUIREMENTS, SEE IBC SECTION 2304.11 FOR PROTECTION AGAINST DECAY AND TERMITES. • REVIEWED FOR CODE COMPLIANCE APPROVED JUL 10 2018 City of Tukwila BUILDING DIVISION JAN i2 S DECEIVED CO's OF 1 AVALA JUL 02 2018 PEEL I t� CENTER 7.2.2018 as MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com Project Name 7 -Eleven #14443 Roof Edge Protection Location 14462 34th Ave S - Tukwila, WA Project # 180758 Client Source Refrigeration By ELD Ck'd PRA Date 2018.07.02 Page S4 of 4 12/2/2018 r City of Tukwila Department of Community Development BRIAN PRITCHARD 1524 45TH ST E - SUITE B103 SUMNER, WA 98390 RE: Permit No. M18-0050 7 -ELEVEN INC 14462 34TH AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/12/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/12/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Permit Technician File No: M18-0050 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 April 18, 2018 r1 City of Tukwila Department of Community Development BRIAN PRITCHARD 1524 45TH ST E SUMNER, WA 98390 RE: Correction Letter # 1 MECHANICAL Permit Application Number M18-0050 7 -ELEVEN INC - 14462 34TH AVE S Dear BRIAN PRITCHARD, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The equipment on the roof appears to be less than 10 feet from the roofs edge. Guards shall be provided where appliances, equipment, fans or other components that require service and roof hatch openings are located within 10 feet of a roof edge... walking surface... located more than 30 inches above the floor, roof or grade below. The guard shall extend min. 30 inches beyond each end of the equipment indicated to include roof hatch openings and ... guard height shall be not less than 42 inches above surface adjacent to the guard. The guard shall be constructed so as to prevent the passage of a 21 -inch -diameter sphere and shall comply with the loading requirements for guards specified in the International Building Code. Provide specifications and details for the guard. If parapets exist, the height shall be a minimum of 42 inches high. 2. Provide specific details to show how units shall be secured to the roof and/or curbs to resist wind and seismic loads. Details shall be clear and drawn to scale. (IMC 301.15 & 301.18) 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 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. Sincerely, "1W R_,/ Bill Rambo Permit Technician File No. M18-0050 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 7; 'PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0050 DATE: 07/02/18 PROJECT NAME: 7 -ELEVEN SITE ADDRESS: 14462 34 AVE S Original Plan Submittal Revision # before Permit 'ssued X Response to Correction Letter # 1 Revision # after Permit .'.ssued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural n Planning Division Permit Coordin':itor PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 07/0:118 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Corrections Required _ (corrections entered in Reviews) DUE DATE: 07/31/18 Approved with Conditions Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 -PERMIT COORD COPY'- PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0050 PROJECT NAME: 7 -ELEVEN INC SITE ADDRESS: 14462 34TH AVE S X Original Plan Submittal _ Response to Correction Letter # DATE: 04/16/18 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works ' /A- Fire Prevention 110 Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 04/17/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/15/18 Approved ❑ Approved with Conditions ❑ Corrections RequiredIY1 Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only Q CORRECTION LETTER MAILED: Li'"I " ` 6 Departments issued corrections: B1dgp Fire 0 Ping 0 PW 0 Staff Initials: 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: Plan Check/Permit Number: M18-0050 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 7 -Eleven Project Address: 14462 34 Ave S Contact Person: "*.e5A;;,, "9,,tA5'P7-1 Summary of Revision: Phone Number: Zs.) <)Zi as-/ 2 _ Cnficre--6' ,/Z //n./ vc ,'/ G!tfJ)J C rlGli/gTpn,f CITY OF TUKWILA JUL 022018 PERMIT CENTER Sheet Number(s): 7" �oozf c)- /21 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ®—Entered in TRAKiT on C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 SOURCE REFRIGERATION/HVAY rI\IC Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Page 1 of 2 Search L&I A -Z Index Help My [hi Workplace Rights Trades & Licensing SOURCE REFRIGERATION/HVAC INC Owner or tradesperson Principals MANDELL, ANDREW JOHN, PRESIDENT BEITLER, BRYAN CARL, VICE PRESIDENT PATTERSON, WILLIAM B, VICE PRESIDENT (End: 07/27/2012) HOWARD, BRADLEY N, PRESIDENT (End: 11/27/2017) GAGLIARDO, SALVATORE A, SECRETARY (End: 11/27/2017) ROSNER, SCOTT ROBERT, TREASURER (End: 11/27/2017) Doing business as SOURCE REFRIGERATION/HVAC INC WA UBI No. 602 140 981 145 STATE COLLEGE BLVD STE 20 BREA, CA 92821 719-510-9579 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. SOURCRI995PE Effective — expiration 10/05/2001-12/13/2019 Bond Westchester Fire Insurance Company Bond account no. K08134480 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 05/17/2013 05/07/2013 Expiration date Until Canceled Bond history Insurance ................... Navigators Specialty Insurance Policy no. LAI6CGL1717161C Received by L&I $2,000,000.00 Effective date Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602140981 &LIC=SOURCRI995PE&SAW= 7/16/2018 SOURCE REFRIGERATION/HVAC INC Page 2 of 2 10/11/2016 10/01/2016 Expiration date 10/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ........... ....... .............. No license violations during the previous 6 year period. Workers' comp Do you know if the I;usiness has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 953,814-01 Doing business as SOURCE REFRIGERATION & HVAC IN Estimated workers reported Quarter 1 of Year 2018 "21 to 30 Workers" L&I account contact T5 / MARVIN GREEN (360)902-4967 - Email: GRMB235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. 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 No inspections during the previous 6 year period. <; Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602140981 &LIC=SOURCRI995PE&SAW= 7/16/2018