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Permit M12-069 - JACKSONS FOOD STORE
JACKSONS FOOD STORE 13138 INTERURBAN AV S M12 -069 City ofitukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206.431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: Address: 0003000108 13138 INTERURBAN AV S TUKW Project Name: JACKSONS STORE NO 631 Permit Number: M12 -069 Issue Date: 06/26/2012 Permit Expires On: 12/23/2012 Owner: Name: Address: Contact Person: Name: Address: Email: PACWEST ENERGY LLC 3450 COMMERCIAL CT , MERIDIAN ID 83642 LARISSA REYLING 4332 CHENNAULT BEACH RD , MUKILTEO WA 98275 LARISSA @HORECO.COM Contractor: Name: ALL POINTS HEATING & FIREPLACE (DBA HORECO) Address: 4332 CHENNAULT BEACH RD , MUKILTEO WA 98275 Contractor License No: ALLPOPH904QK Expiration Date: 09/09/2013 Phone: 425 821 -3333 Phone: 425 241 -2256 DESCRIPTION OF WORK: FURNISH AND INSTALL COOLER/FREEZER DISPLAY Value of Mechanical: $57,772.54 Type of Fire Protection: SPRINKLERS /AFA Electrical Service Provided by: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Fees Collected: $879.06 International Mechanical Code Edition: 2009 Date: oQl114l 2- ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The ¶ anting of this permit does not pre construction or the performance of wor back of this pe Signature: e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this mechanical permit and agree to the conditions on the Print Name: +' w4.i4 k ( This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Date: Y' doc: IMC -4/10 M12-069 Printed: 06 -26 -2012 • • PERMIT CONDITIONS Permit No. M12-069 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: 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. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4)(EXTEND SPRINKLERS TO BEER CAVE, WALK -IN COOLER AND WALK -IN FREEZER.) 14: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No.'2327). 16: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) (EXTEND AUDIBLE/VISIBLE NOTIFICATION TO THE BEER CAVE & WALK -IN COOLER.) 17: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) doc: IMC -4/10 M12 -069 Printed: 06 -26 -2012 19: Any overlooked hazardous condit and /or violation of the adopted Fire or Bui1411 Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M12 -069 Printed: 06 -26 -2012 • CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Mechanical Permit No. Project No. 0 - Date Application Accepted: ( /24 1;- Date Application Expifs: 10 1-1 I2 (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: \')V ' \ \A '('AY\41h N\11 S Tenant Name: JRCN-sons ..fOOA SSMC, PROPERTY OWNER Name: QALwiSt Ey\0111 u_ . Address: 1,45D wYVmty G1 00 l,Ou r . City: Mlfiid‘ a Y1 State: 1D Zip: %1, CONTACT PERSON - person receiving all project communication Name: \ A %(1 s 0 ,, ( p i t i m h - ' f\ 'ec , \A J Address: 41)0)2 cm ,V1,,4 U it Q.3 {60 ILA State: � Zip: (A -r♦ 5 City: n o k�,tt0 `� Phonel:V( 2 1�,1` j) %2 " .21377 Fax: 01_,F)) �-IL' Zr'J44 \\AYISSsY Email: Ot \UreCO• Corn King Co Assessor's Tax No.: 30/0/ Suite Number: Floor: New Tenant: ❑ Yes p..No MECHANICAL CONTRACTOR INFORMATION Company Name: Ti 1A cym 1 `V C' Address: cmty\ o \_k_ Q,ogt`/% 4-2,3-1... vit VL City: f� A Ay./ `�eD State: w k Zip: Oni5 Phone: Q..\-1) qt.-1A.. •- 59)Fax: la.1,5) ZI- 1,'%9t4 Contr Reg No p`I-Qk)?WkOtA0V- Exp Date: 11 6\ I 'LOG Tukwila Business License No.: 9„ (4 4 Din (1-12,1 2,I Valuation of project (contractor's bid price): $ Describe the scope of work in detail: 4,q?o.co -orais-t 14kv-a- woi /f-a.--ea. Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement ❑ Fuel Type: Electric ❑ Gas ❑ Other: H:\Applications \Forms- Applications On Line\201 I Applications\Mechanical Permit Application Revised 8 -9 -I I.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 >100k btu Floor furnace Suspended /wall /floor mounted heater Appliance vent Repair or addition to heat /refrig /cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood /gas stove Emergency generator Other mechanical equipment Boiler /Compressor Qty 0 -3 hp /100,000 btu 3 -15 hp /500,000 btu 15 -30 hp /1,000,000 btu 30 -50 hp /1,750,000 btu 50+ hp /1,750,000 btu PERMIT A ICA ION NOTE Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN Si' 9. Signatur Print Na e NER�THORIZED AGENT: 4 1-01Y i S C A C(Lt1/� i J Mailing Address: L\ 5 CAA t InVl(%Vl�� Qb{,i LM H:AApplications \Forms - Applications Ott Line A2011 Applications \Mechanical Permit Application Revised 8 -9 -I Ldorx Revised: August 2011 hh Date: k\ '1 \ V2 Day Telephone: N'-5 1 CcLSC .);51/3 1\A WA Wto V\Itc S1-15 City State Zip Page 2 of 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0003000108 Permit Number: M12 -069 Address: 13138 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 04/23/2012 Applicant: JACKSONS STORE NO 631 Issue Date: Receipt No.: R12 -01984 Payment Amount: $668.40 Initials: JEM Payment Date: 06/26/2012 08:11 AM User ID: 1165 Balance: $0.00 Payee: HERECO & ALL POINTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6189 668.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 703.25 000.345.830 -34.85 Total: $668.40 doc: Receiot -06 Printed: 06 -26 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0003000108 Permit Number: M12 -069 Address: 13138 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 04/23/2012 Applicant: JACKSON STORE Issue Date: Receipt No.: R12 -01391 Initials: JEM User ID: 1165 Payment Amount: $210.66 Payment Date: 04/23/2012 12:43 PM Balance: $842.65 Payee: HORECO & ALL POINTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5930 210.66 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 210.66 Total: $210.66 doc: Receiot -06 Printed: 04 -23 -2012 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit O /1— 2 84- /19i2 -067 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: ,.,-AG/e.Svi+ Sprinklers: Type of Inspection: ,i, . t', ,. as / J tc7v„ rum/ Address: / 7 / j_ 8 . - Suite #: S Contact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: _ Sprinklers: Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,p1 .5-3 Date: G /'z-7 /. 2 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You -will receive an invoice from the City of Tukwila Finance Department. Call to schedule`a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. o4)2.-6(C:i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1Z.,. (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: .4*- - -617/40..V..GO NJ 5-TO r' (031 Type of Inspection: - RI Ni At.- .-... ifilAwil",.,a‘., ;1-01.,i■_;,.,) - Address: k3 t 3R Date Called: Special Instructions: . • Date Wanted: P. Requester: Phone No: .. k 1Q._.3proved per applicable codes. 0-Corrections required prior to approval. COMMENT. ifilAwil",.,a‘., ;1-01.,i■_;,.,) - 14,0cielre4-t4A) !---1 — A-pprod , .. k .. , -- .---- • T. ul .. . ._.. . . nspec Date: Co -27-2? n6E1/NSPECTION FEE REQ !RED. Priori next inspection, fee must be pa 'd at 6300 Southcenter Blvd., Suite 1 0. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION; NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ?.. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Mew � c PERMIT NO. Pro'ect: 1 0A.f Type of Inspection: 2�if, 4.e�'A )� Address: (31 "uj /"1 Date Called: I Special Instructions: Date Wanted: 2, a.m. Requester: Phone No: Approved per applicable' codes. a Corrections required prior to approval. COMMENTS o _5( 7.-1)<-2 rf eJL- cA�G_ 1 ` C_ 1'00 2,19 c)() .3'. rre F . -g- -- Date �z- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. SYSTEM I (EVAPORATOROANDO SYSTEM 2 (EVAPORATOROAND® ) SYSTEM 4 (EVAPORATOR OANDO ROOF SEPARATE PERMIT IRE) FOft Cry of TubAkt „BUILIIMNG DIVISION r Ba4 AWSPACE C U- -W TRAP LEAVNG SATED ROOM a CU -1 AND CU -2 1 a WALK-IN Coolest 9,41. MOEC 10 • 11 . COOLER PACKAGE WALK-IN FREEZER 2 27' S4EL PA 2,r NETOPBiq Bap' ROCESS®M CU -I AND CU -2 (BEER CAVE) SYSTEM 3 EVAPORATOR O CU-3 v � � S ■ CM L UMW C CO►OELSATE DWI NOTE. ALL SUCIgN LIVES TO BE MALIAN® U- L TRAP AT RISER (M) - -U TRAP LEAVING REFIDGERMED ROOM EVAPORATOR COILS ROM LOAD ____ BBLD �' TARI�M M006 • HIND TYPE R CAPACITY F SVPLY IH�f, F l FAN MOTOR APPROX. W!. 1A3. EACH ___ MCA ACA qa ,,,.CO..." 65.7S4R11.1M 6 LCA6-110N 2 1.300 RI ON 11A00 708/23W1/40 +34 7A 20 51e3 Et" Nw COOLER 24461111UM 4 LCA6410M 2 I. 11-404A 11.000 samomes N4 73 20 614.3 Cl�h REIM 11.781 MUM 1 LCANO 2 I. 11404A 9.000 708/230/I/60 -10 87 20 49.0 CIA a-N REIM CAVE 251A0211IUM 2 1 1 1.700 I3404A 11.000 208/2771M) +30 73 TA 31.0 25 CONDENSING UNITS BOX TOAD 1®DIR>BMBIQ �' yLRI74 M0068 OOMPI®OR M�6R 311CIION TEMP. IELG. TIRE R@0. UM CAPACITY mai EACH POW00 SLIMLY D!>FR�T MK AM. ANT. Fug WE WW2 18S CLLR ... Crory 2UoSR8N1 it 114101001013 CIME +28' 11d04A JDO .AAt 201R2303F60 BECIRIC 70.7 40 701413 OH HOMER 1L781MUM 1 MOMS cram -I0• RAN 5.3 .ys1 M, 201/130/3160 ELECTRIC ISO 25 272•3 CI-4 SEER CAVE 2F. S1WH 1 LNIO/OK6CYM CS27KME +24 0400A 200 imam& 2011/2SN3/60 HEM 207 40 2014.3 ODEL 1LHT040X6 CFM WITH THE FOLLOWING OPTIONS. HEADMASTER FAN CYCLE DEFROST CLOCK SIGHT GLASS CONDENSER MUST BE SIZED FOR 110 DEGREE AMBIENT FIVE YEAR WARRANTY ON COMPRESSOR R404A REFRIGERANT CONDENSING UNIT MUST BE SET ON TREATED 4114 MODEL /LCA6 -110 AB WITH THE FOLLOWING OPTIONS: • 14 TON THERMAL EXPANSION VALVE • 4-INCH SOLENOID VALVE • PENNAI9ABC -24 TEMPERATURE CONTROL • 4 -INCH PVC CONDENSATE DRAIN • DEFROST HEATERS (BEER CAVE ONLY) DESIGN INTENT OF EVAPORATORS & CONDENSING EQUIPMENT THE COOLER /FREEZER MANUFACTURER IS RESPONSIBLE FOR THE SIZING AND QUANTITY OF THE REQUIRED CONDENSERS AND EVAPORATORS FOR THE SPECIFIC APPUCATION. THE MODEL NUMBERS AND SIZES USTED ON TARS SHEET ARE FOR THE SOLE USE OF THE ELECTRICAL ENGINEER TO SIZE THE OVERALL ELECTRICAL REQUIREMENTS. BARGHAUSEN CONSULTING ENGINEERS. INC. (BCE) IS NOT RESPONSIBLE FOR UNDERSIZED EQUIPMENT. THE COOLER/FREEZER SUPPLIER WILL CONTACT BCE IMMEDIATELY SHOULD A SIGNIFICANT INCREASE IN AMPS BE REQUIRED. tort.: 17M5c9.- -MST 2F-C-9--1“-64114) FILE COPY Pt T Ponvdt No. ,,t.Isb oars and of constfuclon ..y.aloo of any REVISIONS No shall I emade to the scope of work without prior of Tukwila Building Dr TE: Revisions will require a two/ plan submittal end may include aukRional pm By Gay Of 11b101,1111 cARSIA APR 2 3 2012 PERMIT CENTER CODES AND STANDARDS NSF STANDARDS: COMPLY WITH APPLICABLE NATIONAL SANITATION FOUNDATION (NSF) STANDARDS AND RECOMMENDED CRITERIA. PROVIDE EACH PRINCIPAL ITEM OF FOOD SERVICE EQUIPMENT WITH A NSF 'SEAL OF APPROVAL' UL LABEL_ WHERE AVAILABLE. PROVIDE UL LABELS ON PRIME ELECTRICAL COMPONENTS OF FOOD SERVICE EQUIPMENT. PROVIDE UL 'RECOGNIZED MARKING' ON OTHER ITEMS WITH ELECTRICAL COMPONENTS SIGNIFYING LISTING BY LA. WHERE AVAILABLE. HEALTH CODE INSTALL FOOD SERVICE EQUIPMENT IN ACCORDANCE WITH LOCAL HEALTH DEPARTMENT APPLICABLE REGULATIONS. 1. SHOP DRAWINGS UPON APPROVAL OF BID:. SUBMIT 1 SET OF COMPLETE DETAILS, MECHANICAL AND ELECTRICAL REQUIREMENTS. MID INSTALLATION INSTRUCTIONS OF EACH ITEM. INCLUDE INFORMATION ON ROUGH -IN DIMENSIONS. SERVICE CONNECTION REQUIREMENTS. OPENINGS. DISPLAY AND LATCH DOOR MANUFACTURER'S NFORMATION, COMPLETE FLOOR PLANS AND EQUIPMENT SPECIFICATIONS. DRAWINGS ARE TO BE SUBMITTED TO JACK DAVIS FOR APPROVAL (BY SIGNATURE AND DATE) PRIOR TO THE MANUFACTURING OF COOLER AND /OR FREEZER AND ITS COMPONENTS. 2. TAKE FIELD MEASUREMENTS TO ASSURE ACCURATE FIT OF FABRICATED EQUIPMENT. 3. NCWDE WARRANTY INFORMATION ON ALL EQUIPMENT. REVIEWED FOR ;CODE COMPLIANCE APPROVED r ths JUN 2 5 2012 JUN 2 5 2012 of BUILDING DIVISION ?114( of Tukwila BUILDING DIVISION WALK -NN COOLER / FREEZER SPECIFICATIONS 1.0 jENERAL NOTES: 1.1 WALK-IN COOLER SHALL BE PREFABRICATED METAL CLAD PANELS. DESIGNED IN MODULAR CONCEPT TO FACILITATE ACCURATE JOB SITE ASSEMBLY. 1.2 LIGHTING CONSISTS OF VAPOR -PROOF UGHT FIXTURES: TO BE FURNISHED LOOSE AND A LIGHT SWITCH WITH PILOT LIGHT FLUSH MOUNTED ON THE EXTERIOR PROVIDE SEPARATE SWITCH WHEN BEER CAVE IS SPECIFIED. THE WIRING SYSTEM SHALL BE APPROVED BY UNDERWRITER'S LABORATORY. SEE REFLECTED CEILING PLAN FOR QUANTITY ALLOWED PER ENERGY CODE AND SPECIFIED LIGHT FIXTURES. 2,0 PANEL CONSTRUCTION: 2.1 ALL WALL PANELS SHALL BE FOAMED -IN -PLACE CLASS 1, POLYURETHANE CONSTRUCTOR: 34- WOOD FRAME URETHANE; 4" HIGH DENSITY URETHANE COMPOSITE PANEL THE it- VALUE WILL BE 3D WITH A DENSITY OF 2.2 POUNDS PER CUBIC FOOT. WALL PANEL FINISH SHALL BE STUCCO EMBOSSED GALVANIZED; COLOR -WHTE: 24GA EXTERIOR AND 26GA ULTERIOR. 2.2 THE PERIMETER OF ALL PANELS SHALL BE DESIGNED WITH PRECISELY FORMED TONGUE AND GROOVED TYPE OF EDGE TO PROVIDE MAXIMUM RESISTANCE TO THERMAL CONDUCTION. 2.3 PANELS WILL BE JOINED TOGETHER BY ENGAGING A CAM-ACTION LOCKING DEVICE. THE CAM ACTION DEVICE WILL DRAW THE SECTIONS TOGETHER TO FORM A TIGHT SEAL. 2.4 ALL PANELS ARE TO BE SEALED WTH FOOD GRADE SIUCONE; INCLUDING PANEL TO FLOOR CONNECTIONS. 2.5 ALL WALK -IN CEILING PENETRATIONS MUST BE SEALED WITH FOAM. 2.6 FREEZER FLOOR PANEL: MODEL SOON (NSF); CONSTRUCTION: 3}" HIGH DENSITY URETHANE w/ .080 SMOOTH ALUMINUM AT INTERIOR OVER }" PLYWOOD w/ METAL AT EXTERIOR (IF 'EXTERIOR' IS VIEWED BY THE PUBLIC; FNSH PER SECTOR 2.1 ABOVE). FREEZER WILL HAVE AN INSULATED PT. 2.7 CFIUNG PANEL CONSTRUCTOR: 4" HIGH DENSIY URETHANE; 4- WOOD FRAME URETHANE: EXTERIOR FINISH: METAL; INTERIOR FINISH: 26GA STUCCO EMBOSSED GALVANIZED; COLOR -WHITE. FACTORY MOUNTED COUNG CAPS. CEIUNG HEIGHT WILL BE B' N COOLER /FREEZER AND 9' IN BEER CAVE. 2.8 FOR MEASUREMENTS AND CONFIGURATIONS; REFER TO THIS SHEET AND /OR THE CONSTRUCTION FLOOR PLAN. HEATED AIR VENT REQUIRED. 30 1Y 3 ER AND /OR EREEZTR SERVICE DOOR: SAME MANUFACTURER AS COOLER /FREEZER SUPPLIER. 3,1 STANDARD SOLID DOOR SIZE 36" . 78" (IF NOT FACING SALES AREA); IF FACING SALES AREA THE DOOR SHALL BE ONE -HALF GLASS PANEL TYPE; COLOR: BLACK SMOOTH FRAME AND WHITE PANEL; 364' WIDE (SOME ITEMS BELOW ARE NOT APPLICABLE TO HALF-GLASS DOOR) 3.2 LOCATION AND SWING AS SHOWN N THIS RAN SET. 3.3 DOOR SHALL BE NOMINAL 3)" TO 4" FOAMED -IN- PLACE CLASS I POLYURETHANE CONSTRUCTION. FINISHED PER SECTION 2.1 ABOVE. 3.4 DOOR TO BE IN- FITTING OR OVERLAY TYPE. AND TO HAVE A DOOR BUMPER PLATE TO PROTECT AGAINST HAND TRUCK DAMAGE 3.5 HINGES SHALL BE CAM -RISE WITH BRIGHT SILVER ANODIZED FINISH ON FRAME AND DOOR TRIM. TWO HINGES PER DOOR 3.6 LATCH AND STRIKE TO HAVE A SATIN SURFACE CHROME FINISH WITH PROVISION FOR PADLOCK. LATCH TO HAVE INSIDE SAFETY RELEASE TO PREVENT ENTRAPMENT. 3.7 DOOR TO HAVE REPLACEABLE GASKETS FOR A POSITIVE SEAL AND AN ADJUSTABLE VINYL WIPER GASKET FOR SEAL AT DOOR FRAME THRESHOLD. 3.8 A FLUSH MOUNTED 2" DIAL THERMOMETER OF CORRECT TEMPERATURE RANGES SHALL BE PROVIDED AT THE DOOR. THE THERMOMETER SHALL BE EASILY CALIBRATED. THE THERMOMETER SENSING BULB ON THE INTERIOR OF THE DOOR SECTION WILL HAVE A PROTECTIVE COVER. 3.9 PROVIDE LOCKS ON ALL DOORS. 110 PROVIDE WALL BUMPER GUARD. 4.0 GLASS DISPLAY DOORS MANUFACTURED BY COMMERCIAL DISPLAY SYSTEMS. LLC (CDS); LEGACY SERIES FRAME; MINIMUM REQUIREMENTS: TEMPERED 2 -PANE GAS FILLED LOW -a FOR COOLER AND TEMPERED 3 -PANE GAS TILLED LOW -a FOR FREEZER. 4,1 SIZE 30' ■ 79'; 3 -INCH CURB HEIGHT (FROM COOLER FLOOR) 4.2 COOLER SHELVES: COLOR: BLACK; DIMENSIONS: 30' z 36"d (TYPICAL UNLESS NOTED OR INDICATED OTHERWISE); 7 EPDXY -COATED SHELVES PER DOOR BLACK MOLDING/TAGS FREEZER ARE 30' r 27"d. TYPICAL 4.3 HUMASTAT ENERGY SAVER CONTROL 4.4 FINISH TO BE SMOOTH BLACK; WITH STANDARD FINISHES: BLACK FRAME AND BLACK FRONT-MOUNT HANDLES (CURVED TOP R BOTTOM) 4.5 FULL LENGTH LED UGHTNG SYSTEM 4.6 ANTI- CONDENSATE DOOR FRAME, GLASS 6 MUWON HEATERS 4.7 KEY CYLINDER LOCK AT EACH DOOR. 50 RFFR CAVE DOOR. (IF APPLICABLE) MANUFACTURED BY COMMERCIAL DISPLAY SYSTEMS, LLC (CDS); '111E CAVE DOOR' OR EQUAL DOUBLE SWING WALK THRU DOOR COLOR: BLACK. 5.1 SIZE WHEN DOOR IS IN FULL OPEN POSITION; THERE WILL BE A MINIMUM OF 32- INCHES PASS -THRU CLEARANCE TO MEET ADA COMPLIANCE HEIGHT OF DOOR FRAME WILL MATCH THE HEIGHT OF THE COOLER /FREEZER DISPLAY DOORS. 6.0 REFRIGERATION: 6.1 ALL EQUIPMENT MUST CONFORM TO CONDENSING UNITS AND UNIT COOLERS SCHEDULES AS OUTLINED ON THIS SHEET. EQUIPMENT MUST HAVE UL USING FOR THE APPLICATION AS SPECIFIED. 6.2 CONDENSING UNIT AS SPECIFIED SHALL HAVE THE FOLLOWING: 1. HIGH EFFICIENCY ALUMINUM FAN, COPPER TUBE CONDENSER. 2. COMPRESSOR CONTACTOR. 3. HIGH AND LOW PRESSURE CONTROLS. 4. WEATHER RESISTANT HOUSING WITH WEATHER -PROOF ELECTRICAL CONTROL BOX. 5. ACCESS GUARD. 6. LOW AMBIENT CONTROL VALVE (CAP II) FPR FLOATING HEAD. 7. LOW AMBIENT CONTROLS. B. SUCTION UNE FILTER. 9. LIQUID UNE FILTER DRIER SIGHT GLASS AND SERVICE VALVE. 10. ELECTRIC DEFROST TIMER. 11. EXPANSION VALVES. 12. ROOM THERMOSTAT AND SIGHT GLASS. 6.3 REFRIGERATION COPPER WILL BE AC /R - SOFT COPPER IS NOT APPROVED FOR USE. 6.4 ALL REFRIGERATION UNES ARE TO BE SUPPORTED BY STRUT AND PIPE CLAMPS. 6.5 P -TRAPS WILL BE INSTALLED ON SUCTION UNE BY EVAPORATOR CONTRACTOR. 6.6 EVAPORATOR COILS AS OUTLINED IN EVAPORATOR COIL SCHEDULE. PROVIDE DEFROST HEATERS ON DEER CAVE EVAPORATOR COILS. 6.7 EXPANSION VALVE SHALL BE SIZED BY UNIT COOLER MANUFACTURER FOR PROPER REFRIGERATION. AS HEAD PRESSURE IS ALLOWED TO DROP DURING LOW AMBIENT CONDITIONS, EXPANSION VALVE NEEDS TO BE OVERSIZED TO ALLOW FLOW AT LOWER PRESSURE DIFFERENTIAL RAT10. 6.8 THERMOSTATS SHALL BE FURNISHED LOOSE FOR EACH SYSTEM AND SHALL BE WHITE RODGERS' MODEL 11609 -101 OR EQUAL TAMPER -PROOF WITH PROPER TEMPERATURE RANGE. AS REQUIRED ON THIS ORAWING. OPTIONAL MANUFACTURERS: JOHNSON' OR "RANCO" OR EQUAL. 6.9 SOLENOIDS SHALL BE FURNISHED LOOSE FOR EACH SYSTEM AS RECOMMENDED BY CONDENSING UNIT MANUFACTURER. 6.10 CONDENSATE PIPING SHALL BE COPPER OR PVC AND TRAPPED AFTER WALL PENETRATION. HEAT TAPE AND INSULATE WHERE REQUIRED TO PREVENT FREEZE UP. 6.11 HEAT SENSOR TO BE LOCATED BELOW SCHEDULED GRAPHICS INSTALLATION; REFER TO GRAPHIC LAYOUT PLAN FOR MORE INFORMATION. 7.0 REFRIGERATKT INSTALLATION: 7.1 EVAPORATOR COBS SHALL BE MOUNTED FROM CEILING WITH {T MINIMUM FASTENERS. 7.2 CONDENSING UNITS ARE MOUNTED ON THE ROOF AND MUST BE LEVEL WITH ITS BASE ANCHORED TO PREVENT MOVEMENT. ALLOW PROPER CLEARANCE FOR AIR SUPPLY TO AND FROM UNIT AND FOR PROPER MAINTENANCE ACCESS. 7.3 ALL ROOF PENETRATIONS MUST HAVE PVC SLEEVE WITH ROOF JACK AND SEALED. 7.4 SUCTION UNES AT TOP OF RISER ON ROOF SHALL BE SLOPED 1" PER TEN (10) FEET TO COMPRESSOR. ALL SUCTION UNES SHALL BE SIZED AND TRAPPED. INSULATE WITH r ARMAFLEX INSULATION TO PREVENT SWEATING. 7.5 UQUID UNES AND SOLENOID VALVE SHOULD BE INSTALLED IN THE UQUID UNE JUST AHEAD OF EXPANSION VALVE IN COOLER. 7.6 LEAK TEST THE ENDRE SYSTEM AFTER ALL REFRIGERATION CONNECTIONS HAVE BEEN COMPLETED. LEAK TESTING SHALL BE PERFORMED WITH AN ELECTRONIC LEN( DETECTOR. 7.7 THE EM MUST BE EVACUATED WITH A VACUUM PUMP, HAVING THE CAPABLITY OF PUWNG A VACUUM OF 50 MICRONS OR LESS. THE PUMP SHOULD BE CONNECTED TO BOTH THE HIGH AND LOW SIDES OF THE SYSTEM. 7.8 DURING CHARGING AND START -UP MAKE SURE SHIPPING RESTRAINTS ARE REMOVED ABS ALL ELECTRICAL AND MECHANICAL CONNECTIONS ARE TIGHT. SET HIGH LOW PRESSURE SWITCH AS REQUIRED. 7.9 INSTALLATION AND SERVICE OF THIS EQUIPMENT SHOULD BE PERFORMED BY QUALIFIED AND EXPERIENCED REFRIGERATION MECHANICS. INSTALL ALL EQUIPMENT AND PIPING IN ACCORDANCE WITH LOCAL AND NATIONAL COOES AND IN CONFORMANCE ASH GOOD PRACTICE REQUIRED FOR PROPER OPOTATIONS. .7 SPECIFICATIONS Indoor cooler/ beer cave/ freezer combo with angle NSF Foam Gasket (1/16" joint thickness), Cam -lock layout #2 WCND - Pin Housing WALL PANELS Construction: Exterior Finish: Interior Finish Ceiling connections: Floor connections. ' ' Cam- CEILING PANELS- Construction: Exterior Finish Interior Finish. Ceiling Caps: Live Load: 3.1/2" wood frame urethane " 4" high density urethane 26 ga. stuccoEwhite galvalume 26 ga. stucco;white galvalume 'Cam =lock '• Angle screed cooler) lock. (freezer)' 3 1/2" wood frame urethane 4 "- high density urethane Metal 26 ga. stucco white galvalume Factory mounted 10 psf FLOOR PANELS Model: 500N (NSF) Construction: 3 1/2" wood frame urethane w/ .080 smooth aluminum 0 interior over 1/2" plywood w/ Metal 0 exterior DOORS [A]: 36" x 78" overlap model G3 self - closing inswing freezer door ••• PLUG NOT RAISED FOR FLOORING ••• Frame: 4" high density urethane, 3 -sided w/ 26 ga. stucco white galvalume (ext. & int.) w/ 26 ga. stucco white galvalume liners w/ 4 -sided heat cable in frame [IF- 4 -162W] (25' -5" x 3.5 ohms 0 6.4 watts /ft + Pepi - 120V, 1.4A) Plug: 4" thick, 3 -side laps, w/ 26 ga. stucco white galvalume (ext. & int.) w/ Magnetic gasket (3) Kason #1248 spring assisted hinge (1 7/8" offset) (1) Kason #77L rolling radial latch (no lock), Polished chrome (1) Kason #487A inside release (1) Kason #1095 spring action door closer w/ door stop (1) Single pole toggle switch w/ pilot light 0 ext, (1) Analog 2" flush mount dial thermometer (12" capillary) (1) Kason 1832 heated air vent (115V, .2A, 23W) (1) .080 smooth aluminum threshold 36" high AFF .10" aluminum diamond tread kickplates (plug, ext. & int.) (B1: 36" x 78" overlap model G3 self - closing inswing cooler door • ** PLUG NOT RAISED FOR FLOORING * ** Frame: 3 1/2" wood frame urethane, 3 -sided w/ 26 ga. stucco white galvalume (ext. & int.) w/ 26 ga. stucco white galvalume liners 4" thick, 3 -side laps, w/ 26 ga. stucco white galvalume (ext. & int.) w/ Magnetic gasket (3) Kason #1248 spring assisted hinge (1 7/8" offset) (1) Kason #77L rolling radial latch (no lock), Polished chrome (1) Kason #481A inside release (1) Kason #1095 spring action door closer w/ door stop (1) Single pole toggle switch w/ pilot light 0 ext. (1) Analog 2" flush mount dial thermometer (12" capillary) 36" high AFF .10" aluminum diamond tread kickplates (plug, ext. & int.) Plug: (C]: 5' -1 1/4" x 6' -7 1/2" opening only for (2) 30" X 79" CDS FS Legacy Series freezer glass door (option) [DI: 31" x 6' -7 1/2" opening only for (1) 30" x 79" CDS FS Legacy Series cooler glass door quoted (option) [E]: 31" x 6' -7 1/2" opening only for (1) 30" x 79" CDS FS Legacy Series cooler gglass door (option) (F]: 22' -9" x 6' -7 1/8" opening only for (9) 30" x 79" CDS FS Legacy Series cooler glass door (option) (G1: 36 3/4" x 6' -9 1 /8" opening only for (1) 36" x 81" CDS Heavy Duty double swing entrance coolerdoor'(option) [H] [I]: 23" x 6' -6" opening only for (1) CDS View window quoted as an option PARTS (4) (5) (1) (1) (4) (4) (I) (15) (18) (17) ea. ea. ea. ea. ea. ea. ea. ea. ea. Vapor proof light fixture for LED light & LED bulb 4' LED light fixture w /(2) LED lamps Toggle switch w/ pilot light Analog 2" flush mount dial thermometer w/ 12" capilary 2 1/4" x 1 1/2" x 3" x 10 ga. galv gusset . 3" x 3" x 10 ga. galv. gusset Prefabricated floor seismic restraint system Simpson Titen or similar concrete screws 0 24 "0 /c (6" x 1 1/2 ") x 96" x 16 ga. smooth gale: (w/ Simpson Titen screws) Combination interior cove base /seismic tie -down 0 floor (2" x 2 ") x 96" x 26 ga. stucco white galvalume Interior seismic tie -down ®'Ceihing,ievel 96" angle screed REFRIGERATION (1) ea. System #1 - Outdoor R404a split system w/ mounted parts ( -10 °F holding temp.) (1) Heatcraft air cooled condensing unit #M0H025L63CFT ( -10 °F) 208- 230V/30/60Hz/2.5HP Hermetic compressor MCA =21, MOPD =25 37.75W x 28.25D x 17.25H x 2591bs. (1) Climate Control low profile evaporator model #LSF075BMC6K -EC ( -10 °F) w/ EC motors (0.96A) & electric defrost 7.8A) w/ mounted thermostat, solenoid valve & TXV 208- 230V/10/60Hz 45.5W x 14.84D x 14.94H x 651bs. (1) ea. System #2 - Outdoor R404a split system w/ mounted parts (35 °F holding temp.) (1) Heatcraft air cooled condensing unit #M0H032X63CFMT (35 °F) 208- 230V/30/60Hz/4HP Hermetic compressor MCA =20, MOPD =25 42.5W x 14.84D x 14.94H x 2591bs. (1) Climate Control low profile evaporator model #LSC130AMCM6K -EC (master) (35 °F) w/ EC motors (1.82A) & air defrost w/ mounted thermostat, solenoid valve & TXV 115V /10 /60Hz 45.5W x 14.84D x 14.94H x 731bs. (1) Climate Control low profile evaporator model #LSC130AMCM6K -EC (slave) (35 °F) w/ EC motors (1.82A) & air defrost w/ mounted thermostat, solenoid valve & TXV 115V /10 /60Hz 45 5W x 14.84D x 14.94H x 731bs (1) ea. System #2 - Outdoor R404a split system w/ mounted parts (35 °F holding temp.) (1) Heatcraft air cooled condensing unit #MOH040X63CFMT (35 °F) 208- 230V /30 /6OHz /4HP Hermetic compressor MCA -21, MOPD =30 42.5W x 30.25D x 29.75H x 3151bs. (1) Climate Control low profile evaporator model #LSC156AMCM6K -EC (master) (35 °F) w/ EC motors (2.73A) & air defrost w/ mounted thermostat, solenoid valve & TXV 115V /10 /60Hz 61.5W x 14.84D x 14.94H x 921bs. (1) Climate Control low profile evaporator model #LSC156ATXV6K -EC (slave) w/ EC motors (2.73A) & air defrost w/ mounted TXV 115V /10 /60Hz 61 5W x 14.84D x 14.94H x 921bs STANDARD ENGINEERING NOTES Foundation, special inspection, footings, anchor bolt embedment, edge distances and all reinforcing are to be designed by a qualified professional engineer based on concrete strength and specific soil condition at the building site. Foundation and freezer pit to be designed for loads designated on plan. All foundation dimensions to be field verified. All mechanical unit anchorage and support to be designed by others. All connectors or elements in contact with aluminum to be stainless steel (STL /STL). If walk -in ceiling is suspended existing roof structure to be designed by others for loads induced from new walk -ins where shown on plans. Walk -in is designed for code applied loads. Design does not include static pressure review. Components of all doors, windows, and openings to be designed for loads induced by wind, design by others. All loads are service loads. Special Inspection is required per IBC 1704 and 1707 for Titen HD (for California, follow CBC 1704 and 1707). WARNI?'G - ELECTRICAL SEAL After wiring devices, ALL conduits must be sealed to stop moisture tre7sfer through electrical raceways. Failure to seal device 'er NEC codes WILL VOID WARRANTY. REVISIONS #1: Prep for mfg check & fabrication ,...,>r.as• level tf „_REVIEWED FOR 6E COMPLIANCE '' APPROVED . JUN 2 5 2012 City of Tukwila BUILDING DIVISION ''''r1.7-.1,4,! �, Js :. 11 4grlitiii: 4 J RECEIVED CITY OF TUKWILA APR 232012 PERMIT CENTER NSF LABEL N.S.F. LISTED (STD #7) N.S.F. GASKET 0 ALL PANEL JOINTS EXP. 1.7320 -01 )NSTRUCTIOT HORECO - MUKILTEO, WA JACKSON'S FOOD STORE #631 - TUKWILA, WA SURFACE. HIGH HUMIDITY CONDITIONS MAY REQUIRE FORCED VENTILATION IN ADDITION TO CLEARANCE. NOTE: FLOORS OF INSTALLATION SITES SHALL BE TRUE AND LEVEL WITHIN 3/16' PER 10' OR ADDITIONAL Z xF.3 ,0o e IZ■I �w,N U At z"p2, a 1�1 .7 � (ril O.0 fj REV# DATE BY 04/12/2012 TD DO NOT SCALE THIS DRAWING SCALE: 3/16" = 1' -0" _ DATE DRAWN: 3/20/2012 DATE PRINTED: 4/16/2012 DRAWN BY: TODD DISSMEYER CHICD BY: DRAW: 12 -TR- 47320 -01 BOX: 1 OF 1 SHEET: 1 OF 6 z NOI1VA313 0 3 8' -0' 1961 92 1/2 791/8 / // 31/2 103/8 4 23 1/8 21 1/16 26 21 1/16 26 15 3/16 w m 4D3 791/2 22 104 1/2 9' -0' [108) AFF 4 Recess 4 1/4 8-0' [961 AFF 5 13/16 26 21 1/16 26 21 1/16 92 Door Frame Ht. 21000 ONIMSNI n 0 b 0 (D rt suoT J20o'Z 26 10 1/2 4 116 17 11/16 8 15/16 31/2 48 S'IHNKd nIYIOSdS 21/4 x F r Z.) Z. mrn 00 00 rsn DC 14 1/4 47 9' -9' [117) 47 W28 W29 W30 BKG a 33D5/8 s■mesr 14 ww 5' ▪ NS"‘‘‘..: N 611/4 �5// 31 �\4'91, �°,I SPL I SPL 31 V DC C,' ,tb Al 3/8 61 1/4V 5 1/2 31B DC At0 ,i,.N•C W8 V1.0 B1.D tr •Z• 4.\ [C] a `D' e s N tij •< N C+7 N W5 W4 14 6' -51/2' [77 1/2) W ro C O'0 O \ o a v n N SAKO 21E3E1 • BIG 56 PNL [B] 1a BKG it 18 5/8 co W15 F W25 W24 W23 W22 W21 SPL 4T- 18' -1. )217) 8-4'1 24'-61/2' [294 1/2) 36 AFF ,: 483116• DATE DRAWN: 3/20/2012 DATE PRINTED: 4/16/2012 DRAWN BY: TODD DISSMEYER CHK'D BY: SCALE: 3/16" = 1. -0' If DO NOT SCALE THIS DRAWING1I 9 C1-- 303/16 D •1 _•9•.••••••••303 /16••••• ' • ,•'k_l•••••• • _Ila JACKSON'S FOOD STORE #631 - TUKWILA, WA [__1 DATE 631/4 4 1/4 V / Top Plate Bottom Plate 8 14 1/9 18 9/16 17 5/8 8 1/4 21 1/16 18 5/8 10 1/2 13 15/16 21 1/16 12 15/16 12 15/16 21 1/16 13 15/16 10 1/2 4 1/4,, (/t zazI ZIL 9- Z IZ/L 024 2/1. iret w Y W a • o M o 7 a N. M R a K C N C R ry • N • rt N • N m DRW#: 12 -TR- 47320 -01 BOX: 1 OF 1 SHEET: 2 OF 6 DATE DRAWN: 3/20/2012 DATE PRINTED: 4/16/2012 DRAWN BY: TODD DISSMEYER CHK'D BY: SCALE: 3/16" = 1. -0' If DO NOT SCALE THIS DRAWING1I Im erial g - MUKC o, WA 12 -TR- 47320 -01 NOT FOR CONSTRUCTION JACKSON'S FOOD STORE #631 - TUKWILA, WA 04/12/2012 DATE NOTE: TO PREVENT CONDENSATION, THERE MUST BE A MINIMUM CLEARANCE OF 2' FROM THE WALK-IN EXTERIOR SURFACE. HIGH HUMIDITY CONDITIONS MAY REQUIRE FORCED VENTILATION IN ADDITION TO CLEARANCE. NOTE: FLOORS OF INSTALLATION SITES SHALL BE TRUE AND LEVEL WITHIN 3/16' PER 10' OR ADDITIONAL COSTS MAY BE INCURRED. NOTE: MANUFACTURER IS NOT RESPONSIBLE FOR ELECTRICAL, PLUMBING, PERMITS OR CONCRETE WORK UNLESS LISTED ON THE QUOTE. MANUFACTURING 2271 N.E. 194TH PORTLAND, OR 97230 Phone: 503-665-5539 Fax: 503 - 885 -2929 www.imperialmfg.com ay '< 14 13/16 26 21 1/16 26 11 7/16 I 3 1/2" wood frame urethane F ... (4" high density urethane a-'- SPL 45 47 47 N r. SPL 47 47 47 2 16 37 9/16 r C1 L C2 C3 T C4 C5 16 13/16 30 3/16 7 17 3/4 5 11/16 0 JI- Nn 0 SPL 117 F1 I 3 I I II I I I NJ 51/16 2915'16 46 Heat Cabe NXdh 561/8 t b Radrs 51/16 301516 CO ON 9 -11" (119] 411 Deep TYP, 15 5/16 26 5 11/16 12 13/16 9 5/8 8 � P \ N \ 1D M ti N � OD � N UPPER CEILING SPL 42 13/16 PANELS SA SPL 23 301/4 47 39 5/8 Lk v FLOOR PANELS RECESSED FLOOR PIT 117 SPL rN m ti V13suiaoe 3/4" Underla,meri Floor Pahel Urethane Foam 16 1/8 Freya Oiling 22 3/8 To Si Ch12"Ledge 26 21 1/16 26 21 1/16 3 26 Cooler 21 1/16 26 14 13/16 11 3/4 26 9 1/4 9 1/4 9 5/8 8 ]- CEILING PANELS Wall Rand 4 \ Txrxmrl.x26ga W A9 x 12 MITE S@ 17 de at m leg W (4)* x1/7 @splims at Ea leg (4pS rtin) REVIEWED FOR TCEILING SUPPORT AT FREEZ ,DE COMPLIANCE APPROVED Slb9ab (I 22 RECESS FLOOR DETAIL RECESS Scale JUN 2 5 2012 City of Tukwila BUILDING DIVISION Owl wild alter installation R6 IVEI cmr O nJKWtA APR 2 3 2012 PERMIT CENTER G) z E —. c 0 d .0T c,el v iv. tzo� — CC a. ri. fs. REV# DATE BY © 4 04/12/2012 TD DO NOT SCALE THIS DRAWING SCALE: 3/16" = 1' -0" DATE DRAWN: 3/20/2012 DATE PRINTED: 4/16/2012 DRAWN BY: TODD DISSMEYER CHK'D BY: DRW #: 12 -TR- 47320 -01 BOX: 1 OF 1 SHEET: 3 OF 6 31/2 NOI1VA313 3 b 4 Recess 9.-0" [108] AFF 104 1/2 1' 3 1/2 94 1/4 9.-0" (108] AFF 4 1/4 91 3/4 / 121/1 31/2 /---- * cr .:: 101/2 13 15/16 - 10 1/2 21 / - to 21 - 1 ra cc.=:. 101/2 26 10 1/2 * t_in 10 1/2 13 15/16 1/2 6 6 b NOIlVA313 2 9-0" 1108] 104 1/2 78 20 1/2 3 1/2 11 1 /2 NPImilli. I. I. I_ 11 1/2 81 1/8 1000. .. 233/8 - . .. . -.7.1 11 1/2 co ill X --• - • A 1 1 1 /2 104 1/2 9]-0" [108] AFF 31/2 DNIMSNI (7) 0 0 pcl (") 0 0 CD Ct 0 9) Ct H- O co 1' c- = Crt NJ 36 AFF NOIIYA313 8 4 1/4 4 Recess 91 3/4 840' [96] AFF NOI1VA313C) B-0' [108] 4 104 1/2 1 as 3 1/2 92 1/2 / 8]-0" [96) / • • : 4 • • . . . . „ . . .:: ••e••••• • • • • • - - f". ••••••• . . . . . . . . . . • • . • • • • . • • . • • . . • , . c cc.=:. 104 1/2 9]-0" [108] AFF 31/2 DNIMSNI (7) 0 0 pcl (") 0 0 CD Ct 0 9) Ct H- O co 1' c- = Crt NJ 36 AFF NOIIYA313 8 4 1/4 4 Recess 91 3/4 840' [96] AFF NOI1VA313C) B-0' [108] 4 104 1/2 1 as 3 1/2 92 1/2 / 8]-0" [96) / • • : 4 • • . . . . „ . . .:: ••e••••• • • • • • - - f". ••••••• . . . . . . . . . . • • . • • • • . • • . • • . . • , . c cc.=:. 48 14 as cow o m x m 7:1 0000 X > > 0 mm Sn Z 7‹ Co 11 m z Cams 24" O.C. Ceiling panel 2" x 2" x cont. x 26 ga. w/ #8 x 1/2" MTHSMS @ 12" o/c at ea. leg w/ (4) #8 x 1/2" @ splices at ea. leg (lap 5" min.) Wall panel ()CEILING TIE -DOWN DETAIL High density frame panel, camlock (NTS) #14 x 3 1/7 FHAS @24" O.C. 17 O.C. @SIM ()CONNECTOR DETAIL 5 Camlocks at 24" O.C. 1YP. 4 MI Pad 1/4" NSF rafts Wzers face Ft= Pad N Double rip lour typ. Counter sirit In field for 1/7 x6 1/2" Slaps, Titan FD @24" O.C. (rrin arbe& 23/4 ") OCAM LOCK E. TIE -DOWN DETAIL 4" High density wall 3 1/2" High density floor iffri 1111, 0 0 0 0 1 SPLICE DETAIL Rrish Flcor Cams 24" 0.C. Caling pad Wall Paid 2x2" x t.x26ga m/ #8 x 12" MTHE S @ 12 do typ. ea. leg 4" O.C. @SM & (4) #8x 1/7 @ splices at ea leg (lap 5" Ma) TCEILING TIE -DOWN DETAIL Wood frame panel, camlock (NTS) rifff 1111, 0 0 0 0 1 SPLICE DETAIL T READED RCO /. .1E, 1h000 SPREACER CR STI3JT 55 6" COIL SUPPORT 5 (NTS) EXT. Wall panel INT. Angle screed 1 1/2" x 6" z cont. tie -down w/ 3/8" radius w/ #8 x 1/2" MTHSMS @ 12" o/c into wall panel (4" O.C. @ SIM.) w/ 3/8" x 3 ",Titen HD @ 36" o/c into floor. (12" O.C. @ SIM.) 1/— (Min. embed. = 2 1/2") Concrete floor (NIC) 8 6" COVE BASE/ TIE DOWN DETAIL 5 Over Concrete Floor (NTS) R C i� CITY o�TI "i APR 2 3 2012 PERMIT CENTER 3/4 3/4 (I ()GUSSET DETAIL )GUSSET 1/4" L 1 1/2 ") x 3" x 10 ga. galv. w/ (4) #14 x 1 1/2" PHSMS 3 ()GUSSET DETAIL (D GUSSET x 3" x 10 ga. galv. w/ (4) #14 x 1 1/2" PHSMS IREVIEWED fOF2 BODE COMPLUINCE APPROVED JUN 2 5 2012 City of Tukwila BUILDING DIVISION R- 47320 -01 ►R CONSTRUCTIOT HORECO - MUKILTEO, WA JACKSON'S FOOD STORE #631 - TUKWILA, WA SURFACE. HIGH HUMIDITY CONDITIONS MAY REQUIRE FORCED VENTILATION IN ADDITION TO CLEARANCE. NOTE: FLOORS OF INSTALLATION SITES SHALL BE TRUE AND LEVEL WITHIN 3/16' PER 10' OR ADDITIONAL r� ox00;g4,e � rat•I� 4p4f d.f� a,m U .7 cD°mm . WOco m z n'f'a �.1c 5 ‘VI ; X t a ii. c. REV# DATE BY 4 04/12/2012 TD DO NOT SCALE THIS DRAWING SCALE: 3/16" = 1. -0" DATE DRAWN: 3/20/2012 DATE PRINTED: 4/16/2012 DRAWN BY: TODD DISSMEYER CHICD BY: DRW #: 12 -TR- 47320 -01 BOX: 1 OF 1 SHEET: 5 OF 6 83103 111AIa3d z H 0 0 z 5 "9Lx "Z x.17/11d G Elie 2 Z m O co OCA CO • M 17 — z ri 4 DRW#: 12 -TR- 47320 -01 BOX: 1 OF 1 SHEET: 6 OF 6 DATE DRAWN: 3/20/2012 DATE PRINTED: 4/16/2012 DRAWN BY: TODD DISSMEYER CHK'D BY: SCALE: 3/16" = 1' -0" DO NOT SCALE THIS DRAWING Im erial 9 F•MUKC o WA 12 -TR- 47320 -01 N OT FOR CONSTRUCTION JACKSON'S FOOD STORE #631 - TUKWILA, WA 04/12/2012 rDATE NOTE: TO PREVENT CONDENSATION, THERE MUST BE A MINIMUM CLEARANCE OF 2" FROM THE WALK -IN EXTERIOR SURFACE. HIGH HUMIDITY CONDITIONS MAY REQUIRE FORCED VENTILATION IN ADDITION TO CLEARANCE. NOTE: FLOORS OF INSTALLATION SITES SHALL BE TRUE AND LEVEL WITHIN 3/16' PER 10' OR ADDITIONAL COSTS MAY BE INCURRED. NOTE: MANUFACTURER IS NOT RESPONSIBLE FOR ELECTRICAL, PLUMBING, PERMITS OR CONCRETE WORK UNLESS LISTED ON THE QUOTE. MANUFACTURING 2271 N.E. 194TH PORTLAND, OR 97230 Phone: 503-665-5539 Fax: 503-665-2929 www.imperialmfg.com to '< FILE COPY UNITARY AIR CONDITIONERS AND • ` ' `G UNITS, ELECTRICALLY OPERATED, MINIMUM EFFICIENCY REQUIREMENTS 2009 Edition Equipment Type Air Conditioners, Air Cooled Size Category C65,000 Btu /h d Sub - Category or Rating Condition Minimum Efficiency" Test Procedurea Split System Single Package >_65,000 Btu /h and < 135,000 Btu /h Split System and Single Package 13.0 SEER 13.0 SEED 11.2 EER` 11.4 IEER° >_135,000 Btu /h and < 240,000 Btu/h Split System and Single Package 11.0 EER` 11.2 IEER° >_ 240,000 Btu /h and <760,000 Btu /h Split System and Single Package 10.0 EER° 10.1 IEER° >_760,000 Btu /h Split System and Single Package 9.7 EER 9.8 IEER° AHRI 210/240 AHRI 340/360 Through- the -Wall, Air Cooled <30,000 Btu /hd Split System 12.0 SEER Single Package 12.0 SEER AHRI 210/240 Small -Duct High - Velocity, Air Cooled <65,000 Btu /hd Split System 10.0 SEER AHRI 210/240 Air Conditioners, Water and Evaporatively Cooled < 65,000 Btu /h Split System and Single Package 12.1 EER° 12.3 IEER° AHRI 210/240 >_ 65,000 Btu /h and < 135,000 Btu /h Split System and Single Package 11.5 EER° 11.7 IEER° >_135,000 Btu /h and 5240,000 Btu /h Split System and Single Package 11.0 EER° 11.2 IEER° > 240,000 Btu /h Split System and Single Package 11.0 EER° 11.1 IEER° AHRI 340/360 Condensing Units, Air Cooled >_135,000 Btu /h 10.1 EER 11.2 IPLV Condensing Units, Water or Evaporatively Cooled >_135,000 Btu /h 13.1 EER 13.1 IPLV AHRI 365 a Reserved. b IPLVs are only applicable to equipment with capacity modulation. Deduct 0.2 from the required EERs and IEERs for units with a heating section other than electric resistance heat. d Applies to all units, including single -phase and three - phase. For single -phase air cooled air - conditioners < 65,000 Btu /h, SEER values are those set by NAECA. e Reserved. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 5 2012 City of Tukwila BUILDING. DIVISION Effective January 1, 2011 ��u JUN 1 4 2012 PERMIT CORREC'TIoa LTR# kt-Okift Table 2 - AHRI COOLING RATING TABLE UNIT COOLING STAGES NOM. CAPACITY (TONS) NET COOLING CAPACITY (MBH) TOTAL POWER (KW) CD IEER EER - 04 1 3 34.6 3.1 13.0 11.00 N/A 05 1 4 45.0 4.0 13.0 11.00 N/A 06 1 5 59.0 5.5 13.0 10.75 N/A A07 1 6 70.0 6.4 N/A 11.00 11.2 A08 1 7.5 88.0 8.0 N/A 11.00 11.2 A09 1 8.5 97.0 8.8 N/A 11.00 11.2 Al2 1 10 117.0 10.6 N/A 11.00 11.2 UNIT COOLING STAGES NOM. CAPACITY (TONS) NET COOLING CAPACITY (MBH) TOTAL POWER ( SEER EER IEER WITH SINGLE SPEED INDOOR FAN MOTOR IEER WITH 2 SPEED INDOOR FAN MOTOR D08 2 7.5 83.0 7.5 N/A 11.00 11.7 12.8 D09 2 8.5 97.0 9.0 N/A 11.00 11.2 12.8 D12 2 10 114.0 10.3 N/A 11.10 11.8 12.8 D14 2 12.5 140.0 12.9 N/A 10.80 11.0 11.8 D16 2 15 174.0 16.1 N/A 10.80 11.7 12.4 LEGEND AHRI - Air Conditioning, Heating and Refrigeration Institute Test Standard ASHRAE - American Society of Heating, Refrigerating and Air Conditioning, Inc. EER - Energy Efficiency Ratio IEER - Integrated Energy Efficiency Ratio SEER - Seasonal Energy Efficiency Ratio US 4FTP11 CP , T � I CERTIFIED_ Use of NB AHRI Cenified TM Mark indicates a manufacturer's participation M the program For verification of certification far individual products, go I0 o 0o..ahridirectory.org. NOTES: 1. Rated in accordance with 340/360, as appropriate. 2. Ratings are based on: Cooling Standard: 80 °F (27 °C) db, 67 °F (19 °C) wb indoor air temp and 95 °F (35 °C) db outdoor air temp. IEER Standard: A measure that expresses cooling part-load EER efficiency for commercial unitary air conditioning and heat pump equipment on the basis of weighted operation at various load capacities. 3. All 48TC units comply with ASHRAE 90.1 Energy Standard for minimum SEER and EER requirements. 4. 48TC units comply with US Energy Policy Act (2005). To evaluate code compliance requirements, refer to state and local codes. 9 HRI Standard 210/24444444gor FILE COPY permit Na STRUCTURAL CALCULATIONS for EVAPORATOR SUPPORT BY COOLER / FREEZER CEILING PANELS JACKSON'S FOOD STORE TUKWILA, WA Prepared by GOEDEKE ENGINEERING 17119 SE 47th Court Bellevue, WA 98006 -5805 425 -417 -5163 struc1 @q.com C. Gregg Goedeke, P.E. Structural Engineer Biala, A art JUN 1 q 2012 PERMIT CCNiER REVIEWED FOR CODAPPROVE COMPLIANCE � 'JUN 2 5 2012 City of Tukwila BUILDING DIVISION G/0''l012 CORRECTION 2W1 Goedeke Engineering Bellevue, WA 425 - 417 -5163 Job: - a.k-& 5 Date: 3u 2o12- Page 1 of 'j VQ .porA -{fir ',{alp 6vt<..CP.t.�_.w�4 PWe ... A� �At n- wm-s4M:- ploro ct - Fitao.Q. :-b` l _ avw - - 3.00 i�rn�?r_ 3' =3 "' 6r 3,ti5 �r i._ l A1,l w .b Laae1: ors- - - - - �' - -- --- - - - - -- ' is - - -- IJSC -15zo., - 61' C. vs- _:._ o.__!! s&- Q 3.5!'W_Fl,_.,_ _I_Ps dd i - a_C-1,oa-eP -_ _o __ _'V1 _P1 oira LTC LAUREN THOMAS CONSULTING, LLC FILE COPY Permit No. 10372 SW Bonanza Way Tigard, OR 97224 503- 317 -1023 Ltcstructural @gmail.com Jackson's Food Store #631 (#12-TR-47320) 13138 Interurban Ave. South Tukwila, Washigton Client: Imperial Manufacturing LTC# : IMP 12 -10 Date: 4/16/12 By: Lauren Thomas, P.E. THESE CALCULATIONS ARE VOID IF SEAL No. of Calculation pages included: 32 pages Engineer has been retained in a limited capacity for this project. The design of this project is based upon information provided by the Client who is solely responsible for the accuracy. No responsibility and/or liability is assumed by, or is to be assigned to the Engineer for items beyond that indicated on these sheets. Not valid without original signature in blue ink. M REVIEWED FOR CODE COMPLIANCE APPROVED I JUN 2 5 2012 City of Tukwila BUILDING DIVISION ciTlyWaTtatA APR 2 3 2012 PERMIT CENTER Project Design Criteria Design per 2009 International Building Code as revised by the State of Washington. Provide vertical and lateral analysis of a freestanding indoor freezer/ cooler combo structure constructed using 4" HDU and 3 '''A" WFU Panelized System and Panelized Shearwall System. Concrete foundation to be designed by others for loads designated on Imperial drawings. a) Floor live load: N/A b) Roof Live Load: 10 psf c) Roof Snow Load: N/A d) Wind Load: N/A e) Earthquake Design: Ie = 1.0 Occupancy Category = II Ss = 1.462 SI = .502 Site Class = D Sds = .98 Shc = .50 Seismic Design Category = D Force resisting system = Light framed shearwalls Base Shear = .151W Cs = .151 R =6.5 Procedure = Equivalent Lateral Force Procedure ASCE -05 Section 12.8 LAUREN THOMAS CON91iTN0. LLO 10372 SW Bonanza Way Tigard, OR 97224 503- 317 -1023 Ltrstructural@gmail.com c51915,-,t- TAU- \T'' ,. Opts S N Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page 1 of Calculation for Seismic Forces, using Analysis per ASCE 7 -05 (For Buildings, per section 12.8, "Equivalent Lateral Force procedure") Spectral Response Accelerations: (from maps) SS = 1.462 0.2 sec. S1 = 0.502 1.0 sec Determine Site Coefficients: (from Table 11.4 -1 and 2) Fa = 1.000 F, = 1.5 Sms = Ss x Fa = Sm1 = S1 x Fv = Sips = (2/3) Sms= SD1 = (2/3) Smi 1.462 0.753 0.98 0.50 Site Class: D (Use Site Class D unless Geotech Report available) Occupancy Category: II (From Table IBC table 1604.5) Seismic Design Category (SDC): D (From Tables 11.6 -1 and 2) Compute Approximate Fundamental Period: For Buildings: Ta = (CO (hn)x Ct = 0.02 hn = 9 x= 0.75 Ta = 0.104 Structure Type (from Table 9.5.5.3.2) Cl x Steel Moment - resisting Frame Reinf. Conc. Moment - resisting Frame Eccent. Braced Steel Frame All other structural systems 0.028 0.016 0.03 0.02 0.8 0.9 0.75 0.75 To = 0.2SD1 /SDs Ts = SD1 /SDs = TL = 0.103 0.515 16.00 If Ta > To, < Ts, Use Sips for design per Fig 22 -15 Calculate Base Shear: V = Cs W (Eq. 12.8 -1) Response Coef. R = 6.5 (From Table 12.2 -1) Structure Weight W = 8718 lbs Importance Factor I = 1.0 Cs = SDs /(R /I) = 0.151 V= CsW= 0.151 W= 1314 lbs oJ> V = SD1/T(R /I) = 0.747 W (Max.) = 6511 lbs 11901a- V= .01 W= 0.010 W(Min.)= 87 lbs Of: .2(,96)(S)2 ,98 NIP`S LTC LAUREN THOMAS CONSULTING, NC 10372 SW Bonanza Way Tigard, OR 97220 503- 317 -1023 Llestructural@gmail.com (Eq. 12.8 -2) (Eq. 12.8 -1) (Eq. 12.8 -3) (Eq. 12.8 -6) Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page a of Mr =fi W31 P. TIP. COOLER 2 BEER CAVE vs 6 wo =II 11a 7116®57 13V S P izEV ( (42) C10) A-- 12-) -� • ) (4 .t,1. 2) (a:2) - (2)(40.4t ) 40) = ttc1cQi 251, r(J- 1V r VJ \= 0(e z 2`c 7ZJ ` r2 F) •29 r-Dej h a 2 1 S .s /y.) a 2 SCI -- e• s = Af /A Project Name Location Client By LAUREN THOMAS CONAll71VC. tIC 10372 SW Bonanza Way Tigard, OR 97224 503- 317 -1023 Ltcstruct ural@gmail.com 0.- 88 OR .1110716 47 3415'16 Q WI 311 TIP. FREEZER W V SE- ' C c !e..7 Zz 00)27(2;C272.5\ 104 IA CL 62- z qqCCo ¥Q,) Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 e 49 13138 Interurban Ave. South, Tukwila, Washington Imperial Manufacturing LMT Date 4/12/12 Page 3 of - �)2 7-6, C 5) 2 'C 5 47( g')( c\:TC YL C4 )(2) (c‘,n.s. )'z (4 Co )( 8))(5,nfT) 2 �,-�' z ,25-;\ 2 3Z G 2 L4-)) I . \ c- z. (0f5 Y/)- 7 c% "C (C{ tC-1-. 6 LeS, 1(. PrJC� CPI( , Vend 46 5q,€_ tO LTC LAUREN THOMAS COO@1L]NG. uc 10372 SW Bonanza Way Tigard, OR 97220 503- 317 -1023 L t rst r u c t u ra 19 g ma i 1. r o m Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page * of (4Ar)D API= COt`? 2 G gn V- C C1-(22- (4)(-clq-17Y2- (4)(Ct (ekYCOK2—VCI1C) 'RDS. 1.c" ' ss 0.0 2} t (WsP, (+ o Nr) koD l2 LAUREN THOMAS CONSULTING, uC 10372 SW Bonanza Way Tigard, OR 97224 503 -317 -1023 Ltcstruttural@gmail.com Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page 5 of Pa? • - C(–" )z-g 224 C (-/ )C.4 )(2 e 2 -4C) Call "er\A b) G 2? Ck f-t D 4-.p i2 o Ft'- 4`t ® ` CPc'rf �: o2 >2Z 4q(7°14` LAUREN THOrus CONSULTIIG LLC 10372 SW Bonanza Way Tigard, OR 97224 503.317-1023 LIcsiructural@gmail.com C a r^v1 F'... C. Lib .1 Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page of Anchor Calculations Anchor Selector (Version 4.5.1.0) Job Name : Jackson's Food Store #631 ( #11 -TR- 47320) Date/Time : 4/13/2012 10:03:56 AM 1) Input Calculation Method : ACI 318 Appendix D For Cracked Concrete Code : ACI 318 -05 Calculation Type : Analysis a) Layout Anchor : 3/8" Titen HD Embedment Depth : 2.5 in Built -up Grout Pads : No C yl cx1 cx2 Number of Anchors : 1 Vuay Huy 1 0x2 by2 Mux by1 Vuax 1 ANCHOR *Nue IS POSITIVE FOR TENSION AND NEGATIVE FOR COMPRESSION. + INDICATES CENTER OF THE ANCHOR Anchor Layout Dimensions : cx1 : 6 in cx2 : 60 in cyI : 24 in cy2 : 6 in LTC LAUREN THOMAS CONWLTt LLC 10372 SW Bonanza Way Tigard, OR 97224 503.317 -1023 Ltcstructural@gmail.com Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page (/ of bx1 : 1.5 in bx2 : 1.5 in by1 : 1.5 in bye : 1.5 in b) Base Material Concrete : Normal weight Cracked Concrete : Yes Condition : B tension and shear Thickness, ha : 4 in Supplementary edge reinforcement : No c) Factored Loads Load factor source : ACI 318 Appendix C Nua : 01b Vuay : 475 lb M„ y : 0 lb *ft ex : 0 in ey:0in Moderate/high seismic risk or intermediate/high design category : Yes Apply entire shear load at front row for breakout : No d) Anchor Parameters From [F- SAS- CSAS2009] Anchor Model = THD37 Category = 1 hmin = 3.75 in Cmin = 1.75 in Ductile = No do = 0.375 in hef = 1.77 in Cac = 2.6875 in smin = 3 in 2) Tension Force on Each Individual Anchor LTC LAUREN THOMAS CONARTN4 Lit 10372 SW Bonanza Way Tigard, OR 97224 503.317 -1023 L1cstructural@gmail.com Project Name Location Client By f : 2500.0 psi : 1.00 OFp : 1381.3 psi V. : 01b Mux : 0 lb *ft Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 13138 Interurban Ave: South, Tukwila, Washington Imperial Manufacturing LMT Date 4/12/12 Page '7 of Anchor #1 Nuai = 0.00 lb Sum of Anchor Tension ENua = 0.00 lb aX = 0.00 in ay = 0.00 in e'NX = 0.00 in e'Ny = 0.00 in 3) Shear Force on Each Individual Anchor Resultant shear forces in each anchor: Anchor #1 Vuai = 475.00 lb (Vualx = 0.00 lb , Vuaiy = 475.00 lb ) Sum of Anchor Shear EVuax = 0.00 lb, EVuay = 475.00 lb e'v,; = 0.00 in e'vy = 0.00 in 4) Steel Strength of Anchor in Tension [Sec. D.5.1] Nsa = use futa [Eq. D -3] Number of anchors acting in tension, n = 0 Nsa = 10890 lb (for a single anchor) [F- SAS- CSAS2009] = 0.70 [D.4.5] 4Nsa = 7623.00 lb (for a single anchor) 5) Concrete Breakout Strength of Anchor in Tension [Sec. D.5.21 Ncb = ANcIANcoPed,N'I ' c,N'I'cP,NNb [Eq. D -4] Number of influencing edges = 0 hef = 1.77 in ANco = 28.20 in2 [Eq. D -6] ANc = 28.20 in2 Smallest edge distance, ca,min = 6.00 in Ped,N = 1.0000 [Eq. D -10 or D-11] Note: Cracking shall be controlled per D.5.2.6 'Pc,N = 1.0000 [Sec. D.5.2.6] 'I'cp,N = 1.0000 [Eq. D -12 or D -13] Nb = kc?1.'I f c hef15 = 2001.61 lb [Eq. D -7] LTC LAUREN THO,.,s CONSUL-MG LLC 10372 SW Bonanza Way . Tigard, OR 97224 503- 317.1023 Ltcstructural@gmail.com Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page of kc = 17 [Sec. D.5.2.6] No = 2001.61 lb [Eq. D -4] = 0.75 [D.4.5] 4)seis = 0.75 4)Ncb = 1125.90 lb (for a single anchor) 6) Pullout Strength of Anchor in Tension [Sec. D.5.3] Neq = 12351b (fc /2,500 psi)0'5 = 1235.00 lb = 0.75 4)seis = 0.75 4)Neq = 694.69 lb (for a single anchor) 7) Side Face Blowout of Anchor in Tension [Sec. D.5.4] Concrete side face blowout strength is only calculated for headed anchors in tension close to an edge, cal < 0.4hef. Not applicable in this case. 8) Steel Strength of Anchor in Shear [Sec D.6.1] Veq = 2855.00 lb (for a single anchor) [F- SAS- CSAS2009] = 0.65 [D.4.5] 4) Veq = 1855.75 lb (for a single anchor) 9) Concrete Breakout Strength of Anchor in Shear [Sec D.6.2] Case 1: Anchor checked against total shear load In x- direction... Vcbx = Avcx /AvcoxtFed,V'Pc,V Vbx [Eq. D-21] Cal = 16.00 in (adjusted for edges per D.6.2.4) Ave), = 120.00 in2 Avcox = 1152.00 in2 [Eq. D -23] Ted,v = 0.7750 [Eq. D -27 or D -28] `Yc,V = 1.0000 [Sec. D.6.2.7] LTC LAUREN THOMAS CONSULTING. Llc 10372 SW Bonanza Way Tigard, OR 97224 503 -317 -1023 Ltestructural@gmail.com Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page Vbx = 7(1e/ do )O.2 4 doX Y f c(cai )1.5 [Eq. D -24] le = 1.77 in Vbx = 18709.06 lb Vcbx = 1510.37 lb [Eq. D-21] =0.75 4seis = 0.75 Vcbx = 849.58 lb (for a single anchor) In y- direction... Vcby = Avcy /Avcoy 'Ped,vPPc,v Vby [Eq. D-21] Cal = 6.00 in Avcy = 60.00 in2 Aveoy = 162.00 in2 [Eq. D -23] 'I'ed,v = 0.9000 [Eq. D -27 or D -28] LPe,v = 1.0000 [Sec. D.6.2.7] Vby = 7(le/ do )19.24 d0? '/ fc(Cal)15 [Eq. D -24] le = 1.77 in Vby = 4296.34 lb Vcby = 1432.11 lb [Eq. D-21] 4 = 0.75 Oseis = 0.75 (IVeby = 805.56 lb (for a single anchor) Case 2: This case does not apply to single anchor layout Case 3: Anchor checked for parallel to edge condition Check anchors at cx i edge Vcbx = Avcx /AvcoxtPed,vPc,V Vbx [Eq. D-21] Cal = 6.00 in Ave), = 60.00 in2 Avcox = 162.00 in2 [Eq. D -23] `Ped,v = 1.0000 [Sec. D.6.2.1(c)] Pe,v = 1.0000 [Sec. D.6.2.7] LTC LAUREN THO.'IAS Consuania ac 10372 SW Bonanza Way Tigard, OR 97224 503- 317.1023 LitstrutturaI(2 gmail.tom Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page (0 of Vbx = 7(le/ do )(12N1 doX, J f c(Cat)15 [Eq. D -24] le = 1.77 in Vbx = 4296.34 lb Vcbx = 1591.24 lb [Eq. D-21] Vcby = 2 * Vcbx [Sec. D.6.2.1(c)] Vcby = 3182.48 lb = 0.75 4'seis = 0.75 4'Veby = 1790.14 lb (for a single anchor) Check anchors at cyi edge Vcby = Avcy /AvcoyTed,v'I'c,v Vby [Eq. D -21] Ca i = 24.00 in Ave), = 168.00 in2 Avcoy = 2592.00 in2 [Eq. D -23] 'I'ed,V = 1.0000, [Sec. D.6.2.1(c)] Pc,v = 1.0000 [Sec. D.6.2.7] Vby = Ale/ do )o.2.1f doX.''i fc(ca,)1.5 [Eq. D -24] le = 1.77 in Vby = 34370.74 lb Vcby = 2227.73 lb [Eq. D-21] Vcbx = 2 * Vcby [Sec. D.6.2.1(c)1 Vcbx = 4455.47 lb = 0.75 4'seis = 0.75 clVebx = 2506.20 lb (for a single anchor) Check anchors at c,2 edge Vcbx = Avcx /AvcoxTed,v'Yc,V Vbx [Eq. D-21] cal = 16.00 in (adjusted for edges per D.6.2.4) Avcx = 120.00 in2 Avcox = 1152.00 in2 [Eq. D -23] 'I'ed,V = 1.0000 [Eq. D -27 or D -28] [Sec. D.6.2.1(c)] Pc,v = 1.0000 [Sec. D.6.2.7] r LTC LAUREN THOMAS CONAILTNG LLC 10372 SW Bonanza Way Tigard, OR 97224 503- 317 -1023 Licstructural@gmail.com Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page (( of Vbx = 7(le/ do )O.2 .) d0X i f c(Cal )15 [Eq. D -24] le = 1.77 in Vbx = 18709.06 lb Vcbx = 1948.86 lb [Eq. D-21] Vcby = 2 * Vcbx [Sec. D.6.2.1(c)] Vcby = 3897.72 lb = 0.75 4)seis = 0.75 4)Voby = 2192.47 lb (for a single anchor) Check anchors at cy2 edge Vcby = Avcy /AvcoyPed,v`I'c,V Vby [Eq. D-21] Cal = 6.00 in Avoy = 60.00 in2 Avcoy = 162.00 in2 [Eq. D -23] Ped,v = 1.0000 [Sec. D.6.2.1(c)] `Pc,V = 1.0000 [Sec. D.6.2.7] Vby, = 7(le/ do )O.2'NI d &X i fc(Ca1)1.5 [Eq. D -24] le = 1.77 in Vby = 4296.34 lb Vcb,. = 1591.24 lb [Eq. D-21] Vebx = 2 * Vcby [Sec. D.6.2.1(c)] Vox = 3182.48 lb = 0.75 4)seis = 0.75 (1)Vobx = 1.790.14 lb (for a single anchor) 10) Concrete Pryout Strength of Anchor in Shear [Sec. D.6.3] Vep = kopNob [Eq. D -29] kop = 1 [Sec. D.6.3.1] Nob = 2001.61 lb (from Section (5) of calculations) Vep = 2001.61 lb = 0.75 [D.4.5] LTC L■UREN THd,AS CoNSUtrrra uC 10372 SW Bonanza Way Tigard, OR 97224 503.317 -1023 Ltcstructural@gmail.com Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page k'2 ,of Oseis = 0.75 (Wei, = 1125.90 lb (for a single anchor) 11) Check Demand /Capacity Ratios [Sec. D.7) Tension - Steel : 0.0000 - Breakout : 0.0000 - Pullout : 0.0000 - Sideface Blowout : N/A Shear - Steel : 0.2560 - Breakout (case 1) : 0.5896 - Breakout (case 2) : N/A - Breakout (case 3) : 0.2653 - Pryout : 0.4219 T.Max(0) <= 0.2 and V.Max(0.59) <= 1.0 [Sec D.7.2] Interaction check: PASS Use 3/8" diameter Titen HD anchor(s) with 2.5 in. embedment BRITTLE FAILURE GOVERNS: Governing anchor failure mode is brittle failure. Per 2006 IBC Section 1908.1.16, anchors shall be designed to be governed by tensile or shear steel strength of a ductile steel element in structures assigned to Seismic Design Category C, D, E, or F. Alternatively it is permitted to take the design strength of the anchors as 0.4 times the design strength determined in accordance with Section D.3.3.3, or the attachment the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a force level corresponding to anchor forces no greater than the design strength of anchors specified in Section D.3.3.3. To include the 0.4 factor in the calculation, select the Apply strength reduction factor for brittle failure checkbox and re- calculate. Designer must exercise own judgement to determine if this design is suitable. LTC UUREN THOMAS CONSULTNG Lit 10372 SW Bonanza Way Tigard, OR 97220 503.317 -1023 Ltcstructural@gmail.com Project Name Jackson's Food Store #631 (#12-TR-47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page �3 of t vZpo -,),J liC) 4% r ?2-1--ri a CeS" \ t LTC LAUREN THOMAS CONSULTNG 11C 10372 SW Bonanza Way Tigard, OR 97224 503. 317 -1023 Licstructural@gmail.com VJ� � T� P �'� Got w� L k t d L,1(CO\ t_ . \Lo 1f- --- ---Z. _--t----7 , (I t w re o2:?E jh e fC \2S PS14. Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page t4.- of Anchor Calculations Anchor Selector (Version 4.5.1.0) Job Name : Jackson's Food Store #631 ( #11 -TR- 47320) Date /Time : 4/13/2012 10:10:17 AM 1) Input Calculation Method : ACI 318 Appendix D For Cracked Concrete Code : ACI 318 -05 Calculation Type : Analysis a) Layout Anchor : 1/2" Titen HD Embedment Depth : 3.25 in Built -up Grout Pads : No Cy2 C y 1 Cx1 sx1 Cx2 Number of Anchors : 2 2ANCHORS 'Nua IS POSITIVE FOR TENSION AND NEGATIVE FOR COMPRESSION, INDICATES CENTER OF TWO ANCHORS Anchor Layout Dimensions : cxi : 6 in co. : 60 in cyl : 24 in LTC UUREN THOMAS CONSULTN G LLC 10372 SW Bonanza Way Tigard, OR 97220 503 -317 -1023 LtcstrucIuraI(a gmail.com Project Name Jackson's Food Store #631 (#12-TR-47320) Project # IMP 12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page 1,S- ,. of cy2:6in bx1 : 1.5 in bx2 : 1.5 in by1 : 1.5 in bye : 1.5 in sx l : 4 in b) Base Material Concrete : Normal weight Cracked Concrete : Yes Condition : B tension and shear Thickness, ha : 5 in Supplementary edge reinforcement : No c) Factored Loads Load factor source : ACI 318 Appendix C Nua : 2346 lb V„ay : 0 lb M„ y : 0 lb *ft ex:0in ey : 0 in Moderate/high seismic risk or intermediate/high design category : Yes Apply entire shear load at front row for breakout : No d) Anchor Parameters From [F- SAS- CSAS2009] Anchor Model = THD50 do = 0.5 in Category = 1 her= 2.35 in hmin = 5 in cac = 3.5625 in cmin = 1.75 in Smin = 3 in Ductile = No L WRENTHOMAS CONSULTNG LEC 10372 SW Bonanza Way Tigard, OR 97221 503-317-1023 Ltcstr uc to ra II?g ma i I.com fo : 2500.0 psi : 1.00 cl)Fp : 1381.3 psi Vuax : 0 lb Mux : 0 lb *ft Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page ((p of 2) Tension Force on Each Individual Anchor Anchor #1 Nuai = 1173.00 lb Anchor #2 Nua2 = 1173.00 lb Sum of Anchor Tension ENua = 2346.00 lb ax= 0.00 in ay = 0.00 in e'Nx = 0.00 in e'Ny = 0.00 in 3) Shear Force on Each Individual Anchor Resultant shear forces in each anchor: Anchor #1 Vuai = 0.00 lb (Vuaix= 0.00 lb , Vuaiy= 0.001b ) Anchor #2 Via2 = 0.00 lb (Via2x = ,0.00lb , Vua2y = 0.00 lb ) Sum of Anchor Shear EVuax = 0.00 lb, EVuay = 0.00 lb e'vx = 0.00 in e'vy = 0.00 in 4) Steel Strength of Anchor in Tension [Sec. D.5.1] Nsa = nAse futa [Eq. D -3] Number of anchors acting in tension, n = 2 Nsa = 20130 lb (for each individual anchor) [F- SAS- CSAS2009] • = 0.70 [D.4.5] 4 Nsa = 14091.00 lb (for each individual anchor) 5) Concrete Breakout Strength of Anchor Group in Tension [Sec. D.5.2] Ncbg = ANc /ANuuTec,N 'Ved,N 'Pc,NTcp,NNb [Eq. D -5] Number of influencing edges = 0 her = 2.35 in ANcu = 49.70 in2 [Eq. D -6] LTC LAUREN THOMAS CONSULTING. tic 10372 SW Bonanza Way Tigard, OR 97224 503- 317.1023 Ltrstructural@gmail.com Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page V I of ANc = 77.90 in2 Vec,Nx = 1.0000 [Eq. D -9] `I'ec,Ny = 1.0000 [Eq. D -9] `I'ec N = 1.0000 (Combination of x -axis & y -axis eccentricity factors.) Smallest edge distance, ca,min = 6.00 in Ped,N = 1.0000 [Eq. D -10 or D-11] Note: Cracking shall be controlled per D.5.2.6 = 1.0000 [Sec. D.5.2.6] 'Pcp,N = 1.0000 [Eq. D -12 or D -13] Nb = kck f' c he? 5 = 3062.11 lb [Eq. D -7] kc = 17 [Sec. D.5.2.6] Ncbg = 4799.48 lb [Eq. D -5] = 0.75 [D.4.5] Oseis = 0.75 4)Ncbg = 2699.71 lb (for the anchor group) 6) Pullout Strength of Anchor in Tension [Seca D.5.3] Pullout does not occur, and is therefore not applicable. 7) Side Face Blowout of Anchor in Tension [Sec. D.5.4] Concrete side face blowout strength is only calculated for headed anchors in tension close to an edge, cal < 0.4hef. Not applicable in this case. 8) Steel Strength of Anchor in Shear [Sec D.6.11 Veq = 4790.00 lb (for each individual anchor) [F- SAS- CSAS2009] = 0.65 [D.4.5] Veq = 3113.50 lb (for each individual anchor) 9) Concrete Breakout Strength of Anchor Group in Shear [Sec D.6.2] LTC LAUREN TMM45 CoNSt im G. tic 10372 SW Bonanza Way Tigard, OR 97224 503. 317 -1023 Lkstructural@gmail.com Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page (ZJ of Case 1: Anchor(s) closest to edge checked against sum of anchor shear loads at the edge In x- direction... Vcbx = Avcx /AvcoxTed,VtPc,V Vbx [Eq. D-21] Cal = 16.00 in (adjusted for edges per D.6.2.4) Avex = 150.00 in2 Avcox = 1152.00 in2 [Eq. D -23] 'I'ed,v = 0.7750 [Eq. D -27 or D -28] 'I'c,V = 1.0000 [Sec. D.6.2.7] Vbx = 7(le/ do )o.2'1/ do?,11 fc(Cal)'5 [Eq. D -24] 1e =2.35 in Vbx = 21585.03 lb Vcbx = 2178.18 lb [Eq. D -22] = 0.75 4)seis = 0.75 4)Vcbx = 1225.22 lb (for a single anchor) In y- direction... Vcbgy = Avcy /AvcoyTec,v'Ved,v'lic,v Vby [Eq. D -22] Cal = 6.00 in Avcy = 95.00 in2 Avcoy = 162.00 in2 [Eq. D -23] '1`ec,v = 1.0000 [Eq. D -26] 'I'ed,v = 0.9000 [Eq. D -27 or D -28] Tor = 1.0000 [Sec. D.6.2.7] Vby = 7(le/ do )O.2'1 doa.4 fc(Cal )1.5 [Eq. D -24] le =2.35 in Vby = 4956.78 lb Vcbgy = 2616.08 lb [Eq. D -22] = 0.75 4)seis = 0.75 4)Vebgy = 1471.54 lb (for the anchor group) 4)Veby = 735.77 lb (for a single anchor - divided 4)Vcbgy by 2) LAUREN THOMAS COILS JLTN4 LLC 10372 SW Bonanza Way Tigard, OR 97224 503.317 -1023 L1csiructuraI @gmaiLcom Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page (DI of Case 2: Anchor(s) furthest from edge checked against total shear load In x- direction... Vcbx = Avcx /Avcox 'Ped,vgjc,V Vbx [Eq. D-21] Cal = 16.00 in (adjusted for edges per D.6.2.4) Avcx = 150.00 in2 Awox = 1152.00 in2 [Eq. D -23] 1'ed,v = 0.7750 [Eq. D -27 or D -28] 'Fey = 1.0000 [Sec. D.6.2.7] Vbx = 7(le/ do )O.2 J doX. i f c(Cal)15 [Eq. D -24] le = 2.35 in Vbx = 21585.03 lb Vcbx = 2178.18 lb [Eq. D -22] =0.75 Oseis = 0.75 OVebx = 1225.22 lb (for a single anchor) In y- direction... Vcbgy = Avcy /Avcoy'Pec,vPed,vPc,v Vby [Eq. D -22] cal = 6.00 in Avc,, = 95.00 in2 Avcoy = 162.00 in2 [Eq. D -23] `I'ec,v = 1.0000 [Eq. D -26] 'I'ed,v = 0.9000 [Eq. D -27 or D -28] Pc,v = 1.0000 [Sec. D.6.2.7] Vby = 7(le/ do )O.2.j dox.4 fc(Cal)].5 [Eq. D -24] 1e =2.35 in Vby = 4956.78 lb Vcbgy = 2616.08 lb [Eq. D -22] = 0.75 (I)seis = 0.75 4Vcbgy = 1471.54 lb (for the entire anchor group) LTC LAUREN THOMAS CON0JLTN 4 LLC 10372 SW Bonanza Way Tigard, OR 97224 503-317 -1023 Ltcstr uc t u ra l(g ma i l.com Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page 2,0of Case 3: Anchor(s) closest to edge checked for parallel to edge condition Check anchors at cx i edge Vcbx = Avcx /Avcoxtl'ed,v 'c,V Vbx [Eq. D-21] cai = 6.00 in Avex = 75.00 in2 Aveox = 162.00 in2 [Eq. D -23] `l'ed,V = 1.0000 [Sec. D.6.2.1(c)] 'I'c,v = 1.0000 [Sec. D.6.2.7] Vbx = Ale/ do )0.2 4 dok 4 f c(Cai)15 [Eq. D -24] le = 2.35 in Vbx = 4956.78 lb Vcbx = 2294.80 lb [Eq. D -22] Vby = 2 * Vcbx [Sec. D.6.2.1(c)] Veby = 4589.61 lb = 0.75 Oseis = 0.75 4>VOby = 2581.66 lb (for a single anchor) Check anchors at cyi edge Vcbgy = Avcy /Av-coy''ec,vTed,v'I'c,v Vby [Eq. D -22] Cal = 24.00 in A,,cy = 230.00 in2 A,,coy = 2592.00 in2 [Eq. D -23] 'I'ec,v = 1.0000 [Eq. D -26] `Ped,v = 1.0000 [Sec. D.6.2.1(c)] = 1.0000 [Sec. D.6.2.7] Vby = 7(le/ do )o.2.J dok4 fc(Cal)15 [Eq. D -24] 1e =2.35 in Vby = 39654.23 lb VObgy = 3518.70 lb [Eq. D -22] Vcbgx = 2 * VObgy [Sec. D.6.2.1(c)] Vcbgx = 7037.40 lb LTC LAUREN THOMAS CONSUL-11141.1.0 10372 SW Bonanza Way Tigard, OR 97224 503 -317 -1023 Ltcstruc I u ra l(o)g mai I.com Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page ( of =0.75 4)seis = 0.75 4)Vcbgx = 3958.54 lb (for the anchor group) Check anchors at cx2 edge Vcbx = Avcx /Avcox `ed,vWc,v Vbx [Eq. D-21] Cal = 16.00 in (adjusted for edges per D.6.2.4) Avcx = 150.00 in2 Avcox = 1152.00 in2 [Eq. D -23] Ped,v = 1.0000 [Eq. D -27 or D -28] [Sec. D.6.2.1(c)] Pc,v = 1.0000 [Sec. D.6.2.7] Vbx = 7(le/ do )0.2 CU. i f c(Cal)1.5 [Eq. D -24] 1e =2.35 in Vbx = 21585.03 lb Vcbx = 2810.55 lb [Eq. D -22] Veby = 2 * Vcbx [Sec. D.6.2.1(c)] Veby = 5621.10 lb = 0.75 Oseis = 0.75 OVebv = 3161.87 lb (for a single anchor) Check anchors at cy2 edge Vcbgy = Avcy /Avcoytijec,VTed,v'1'c,v Vby [Eq. D -22] ca i = 6.00 in AVey = 95.00 in2 AVCoy = 162.00 in2 [Eq. D -23] Tec,v = 1.0000 [Eq. D -26] `Ped,v = 1.0000 [Sec. D.6.2.1(c)] `Yc,v = 1.0000 [Sec. D.6.2.7] Vby = 7(le/ do )O.2. Y do?.'I fc(Cai)15 [Eq. D -24] 1e = 2.35 in Vby = 4956.78 lb LAUREN THOMAS CotaurnNa uc 10372 SW Bonanza Way Tigard, OR 97224 503.317.1023 Licstructural@gmail.com Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page of Vcbgy = 2906.75 lb [Eq. D -22] Vcbgx = 2 * Vcbgy [Sec. D.6.2.1(c)] Vcbgx = 5813.51 lb 4 =0.75 4)seis = 0.75 4)Vcbgx = 3270.10 lb (for the anchor group) 10) Concrete Pryout Strength of Anchor Group in Shear [Sec. D.6.31 Vcpg = kcpNcbg [Eq. D -30] kep = 1 [Sec. D.6.3.1] e'vx = 0.00 in (Applied shear load eccentricity relative to anchor group c.g.) e'vy = 0.00 in (Applied shear load eccentricity relative to anchor group c.g.) 'Fec,Nx = 1.0000 [Eq. D -9] (Calulated using applied shear load eccentricity) 5Pec,Ny = 1.0000 [Eq. D -9] (Calulated using applied shear load eccentricity) `1'ec,N' = 1.0000 (Combination of x -axis & y -axis eccentricity factors) Ncbg = (ANca /ANc)( 'Fec,N'ec,N)Ncbg Ncbg = 4799.48 lb (from Section (5) of calculations) ANe = 77.90 in2 (from Section (5) of calculations) ANca = 77.90 in2 (considering all anchors) +'ec,N = 1.0000 (from Section(5) of calculations) Ncbg = 4799.48 lb (considering all anchors) Vcpg = 4799.48 lb • = 0.75 [D.4.5] 4)seis = 0.75 4)Vepg = 2699.71 lb (for the anchor group) 11) Check Demand /Capacity Ratios [Sec. D.7] Tension - Steel : 0.0832 - Breakout : 0.8690 - Pullout : 0.0000 - Sideface Blowout : N/A Shear LTC LAUREN THOMAS CONAILTNG LIE 10372 SW Bonanza Way Tigard, OR 97224 503- 317 -1023 Ltcstructu ral(a?gmail.com Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page 2`?-sf - Steel : 0.0000 - Breakout (case 1) : 0.0000 - Breakout (case 2) : 0.0000 - Breakout (case 3) : 0.0000 - Pryout : 0.0000 V.Max(0) <= 0.2 and T.Max(0.87) <= 1.0 [Sec D.7.1] Interaction check: PASS Use 1/2" diameter Titen HD anchor(s) with 3.25 in. embedment BRITTLE FAILURE GOVERNS: Governing anchor failure mode is brittle failure. Per 2006 IBC Section 1908.1.16, anchors shall be designed to be governed by tensile or shear steel strength of a ductile steel element in structures assigned to Seismic Design Category C, D, E, or F. Alternatively it is permitted to take the design strength of the anchors as 0.4 times the design strength determined in accordance with Section D.3.3.3, or the attachment the anchor is connecting to the structure shall be designed so that the attachment will undergo ductile yielding at a force level corresponding to anchor forces no greater than the design strength of anchors specified in Section D.3.3.3. To include the 0.4 factor in the calculation, select the Apply strength reduction factor for brittle failure checkbox and re- calculate. Designer must exercise own judgement to determine if this design is suitable. LTC LAUREN THOYIAS CONSULTING. uC 10372 SW Bonanza Way Tigard, OR 97224 503-317 -1023 Lttstructural@gmail.com Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page al--of 3 1/2" WFU with Steel Skin (Roof Panel) Core Thickness c := 3.5•in inn Panel Length L = 18.5 -ft Panel Width l= 47-in Skin Thickness t := .0179 -in I Panel Thickness h := c + 2•t h = 3.536-in MATERIAL PROPERTIES 2# Urethane: Fbr := 6.75 -psi Fir := 11.2 -psi Ec:= 475-psi Ac := (W - 2.1.5 -in) -c 26 go STEEL SKIN 2 x 4 RAIL 2// URETHANE 47" Unit designations used: kips = 1000.1bf ksi kips = — Ac = 154-in2 in 2 3 plf = — Ibf k — c 44 in k = 157.21 •in4 ft 12 lbf psf =- Adhesion ad := 10-psi ft 2 Shear Modulus G,:= 262-psi 26 qa Steel Skin: Fbs := .66.36•ksi Fvs := 16-ksi Es := 29000-ksi A5 := 47-in-t-2 (c + 2 -t)3 — c3 12 1, := 47-in. Fbs = 23.76-ksi 2 x 4 HF #2 Rail: Fbr := 850•Cd- CF•psi LTC LAUREN THOMAS ConsuLm uc 10372 SW Bonanza Way Tigard, OR 97224 503- 317 -1023 Ltrstructuril@gmail.com AS = 1.683 -in2 I, = 5.206• in4 Load Duration Cd := 1.15 Fbr = 1271-psi Size Factor CF := 1.3 lb =Ibf Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page a—of Fvr := 75-Cd-psi Eraii := 1300.1.03•ksi Arai! 2-(1.5-in)-c c bail:= 2.1.5•in•- 3 12 F„r = 86.3-psi = 1.339 x 106•psi Arai! = 10.5•in2 !rail = 10.72•in4 E Composite I: Core 11 := —• 10 Es Erail Rail 12:= E ball s Skin 13 := Is 11 = 2.575 x 10 3•in4 12 = 0.495-in4 13 = 5.206- in4 Moment of inertia per foot of wall panel = 1:= I •ft 1= 1.456•in4 AA/ w Section modulus = ,:= 1 S = 0.414•in3 Ch +cl J CHECK DEFLECTION Rail Stiffness: 1:= 11 +12 +13 (ad 12 _ Let maximum deflection = L/180 co := 180 total rail width bf:= 3•in effective width of skin at rail section 3 3 1's := (bf + 2.10. (c + 2 t) - c 1's = 0.681 •in4 12 Es Frail Fs + !rail Erail Elrail Erair Frail Frail = 25.48•in4 Elrail = 3.411 x 107.lb• in2 Steel and Foam Stiffness: 2 D := E5•t• D = 3.179 x 10 .1b-in 2 D-(W - 24e) Elsf := 192-c-D + 5•L2•Gc•(2•c)2 Total Stiffness: Eltot = Elrail + Elsf LTC LAUREN THOMAS CONSUCEN G LLC 10372 SW Bonanza Way Tigard, OR 97224 503 - 317.1023 Ltcstructural@gmaii.com to := c. 1 E15f = 8.321 x 107.1b•in2 Eltot = 1.173 x 108•1b•in2 (ad 1= 5.703-in 4 to = 1.576-in Project Name Jackson's Food Store #631 (# 12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page Z of Allowable uniform load from deflection: 1 144 -Eltot 12 1 wo CD 3 47 ft 15• —•L 8 j CHECK BENDING LAUREN THOMAS CONSULTN4 uC 10372 SW Bonanza Way Tigard, OR 97220 503.317 -1023 Lttstructural(lgmaiI.com lrrail = 25.478•in4 'rail'? S = 14.559 in3 r. Eltot = 1.173 x 108•1b•in2 Elrail = 3.411 x 107•Ib•in2 Fbr' S' 8' Eltot 12 1 cob:- 2 47 ft L •EIraii Wo = 14•psf Wb = 32'psf C t7 e uJRA pot- Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page Z7 of HDU Roof Panel Core Thickness c := 4 -in MA Panel Length ,:= 9.75•ft Panel Width W := 47 -in Skin Thickness t :_ .0179 -in Panel Thickness h := c + 2 -t h = 4.036 in MATERIAL PROPERTIES 2# Urethane: Fbf := 6.72 -psi Fvf := 11:2 -psi E,:= 475 -psi 4�:= (W — 2.1.5 -in) -c c3.44 -in 1` 12 Adhesion ad := 10 -psi Shear Modulus Gc:= 262 -psi 26 go STEEL SKIN 2 x 4 RAIL 2# URETHANE 47" Unit designations used: kips = 1000•lbf kips ksi=— A� = 176 -in2 in 2 1, = 234.67-in4 26 qa Steel Skin: Fbs := .66.30•ksi Fps := 14.4-ksi Es := 29000•ksi AS := 47- in -t -2 Fbs = 19.8-ksi Is := 47-in- [(c + 2 -t)3 — c3 IS := 47•in 12 LTC LAUREN THOMAS CONSULTN4 uc 10372 SW Bonanza Way Tigard, OR 97224 503 -317 -1023 L l c st r u c t u ra l A g m a i 1. c o m AS = 1.683 -in2 Is = 6.791 -in4 plf = lbf lbf psf =- ft2 lb = Ibf Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page of 10# Urethane Rail: 95•Cd -psi Fvr:= 67•Cd•psi Eraii 3.0• ksi Arai' 2•(1.5 -in)•c 3 C (rail 12 Load Duration Cd := 1.0 Fbr = 95•psi F r = 67 -psi Ern;l = 3 x 103 -psi Arail = 12•1n2 Iran = 16•in4 E ` Composite I: Core I1 := E•Ic Es Erail Rail 17:= d Ira Es Skin 13 Is 11 = 3.844 x 10 3•in4 1,= .1.655x 10 3•in4 13= 6.791•in4 1:= 11 +1, +13 1= 6.796in4 Moment of inertia per foot of wall panel = I = 1 *II 1 = I.735•in4 w Section modulus = 1 S = 0.432•in3 h + c C2� CHECK DEFLECTION Rail Stiffness: Let maximum deflection = U240 co := 240 total rail width bf := 3-in effective width of skin at rail section 3 1's :_ (bf + 2•te). (c + 2-t) 3 — c 1s = 0.954•in4 12 Es Frail I's +Trail Erail Elrail Erair Frail Frail = 9.24 x 103 -in4 Elrail = 2.771 x 107•lb•in2 Steel and Foam Stiffness: 2 D:= Esq.— D = 4.153 x 10 6 .1b-in 2 LTC LAUREN THOMAS CONaJLTN 4 LLC 10372 SW Bonanza Way Tigard, OR 97224 503- 317 -1023 Ltcstrucluralta gmail.com D.(W — 2•te) Elsf := 192•c•D +1 5•L2•Gc•(2•c)2 to := c• 1 Elsf = 4.769 x 107•lb•in2 ad 12 CF�r/ to = 1.801•in Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page of Total Stiffness: Eliot Elrail + E1sf Allowable uniform load from deflection: 144 • Eliot \ 12 1 wo CA 3 47 ft 15-1. \ 8 CHECK BENDING LAUREN THOMAS CONSULTNG llC 10372 SW Bonanza Way Tigard, OR 97220 303 - 317.1023 Ltcst ruct u ra I(a)gma il.co m I's = 0.954•in4 5 := I's•? S = 0.477.in3 Eliot = 7.54 x 107•lb•in2 Elrod = 2.771 x 107•Ib•in2 Fbs•S•8•Eltot 12 1 wb. 2 47 ft L •Elrail Eliot = 7.54 x 107•lb•in2 wo = 46•psf > 15 psf wb = 46•psf > 15 psf Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page &Dof WALL PANEL: Bearing Wall Panels 5 psf on wall panel Exterior Sheathing: 26ga steel Ee := 29.106•psi Rails: 4" HDU Er := 3020 -psi Interior Sheathing: 26ga steel E1 := 29.106 -psi Height of Panel: h := 9•ft ttotal to + tr + ti t, := .0179 -in tr:= 4•in t; := .0179-in ttotal = 4.036•in Width of Panel: w := 47•in Gc:= 262 -psi E,:= 475 -psi Width of Rails: Convert rails and interior sheathing to exterior sheathing: Ee n1 := E, Normalize per foot: n1 =1 Ee n2. Er wr:= 3 -in n2 = 9602.65 w-12 wr-12 - 5 b, := b1 = 12 br := br = 7.97652 x 10 ni -w n2•w Determine Location of Neutral Axis: Shape y A Ay c AcA2 Exterior ye = 4.027•in AP = 0.215 -in2 Ay, = 0.865•in3 ce = 2.009 -in Ac, = 0.867•in4 Rails yr = 2.018 -in Ar = 3.191 x 10 Ayr = 6.438 x 10 4•in3 cr = 0-in Acr = 0•in4 Interior yi = 8.95 x 10 3• A; = 0.215•in2 Ay; = 1.922 x 10 3•in3 c; = 2.009•in Ac; = 0.867-in4 Sums: At = 0.43•in2 Ayt = 0.868•in3 _ Ayt Yc = 2.018• in t 12•te3.in br-t, 3•i 3 n bi•ti•in le , 12 Ir -- 12 II :- 12 le = 0.00000574•in4 LTC LAUREN THOMAS CONSUL-MG 11C 10372 SW Bonanza Way Tigard, OR 97224 503 -317 -1023 Ltcstructural@gmail.com lr = 0.00043- in4 li = 0.00001 •in4 Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page 3( of leact := le + Ace tract 1r + ACr liact li + Aci I„„ = 0.867•in4 tract = 4.254 x 10 4•in4 liact = 0.867 -in4 St :_ !total := lead + tract + liact !total = 1.734•in4 !total (!total – Yc) St = 0.859 -in3 !total Sb Sb = 0.859•in3 Yc hp := h hp = 108 -in Pcr R2' •e' !total (hp)2. (11-2* Ee' !total 1-in + [(hP)2.6.(ttota, + tr)•G Ccr := .5• 3 Ee Ec•Gc Load:- lbf w:= 5— ft perpendicuar to wall o =Ob +AS A:= Sfinal Sb 12 P„ = 9741. lbf ft .3 5- w- h4.1728- m ft3 lbf P := 750 — per lineal foot along top P 9 p of wall A Amax := fbmax 1 – Pcr 1.5 -w -h2- ft n + P•Amax'ft Sfinal p. ft fcmax + fbmax 12•te in + ti•bi•in Fe :_ LTC LAUREN THOMAS CONSULTING. LLC 10372 SW Bonanza Way Tigard, OR 97224 503 - 317.1023 LIcstructural@gmail.com Pcr• ft 12•tein + ti -bi -in 384 • Ee- !total Amax = 0.068 -in h Hallow := 240 Ccr = 7670 -psi w h2 12 -in + ft A = 0.063 -in 4- (ttotal + tr)•Ge ft Delta max less than Delta allow? Hallow = 0.45•in fbmax = 766 -psi fcmax = 2512 pst fcmax less than Ccr? Ccr = 7670 -psi Fc =psi Fc greater than fcmax? O U0C4 Fc less than (.6)Fy? Project Name Jackson's Food Store #631 ( #12 -TR- 47320) Project # IMP12 -10 Location 13138 Interurban Ave. South, Tukwila, Washington Client Imperial Manufacturing By LMT Date 4/12/12 Page May 1, 2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Larissa Reyling Horeco Inc. 4332 Chennault Beach Rd Mukilteo, WA 98275 RE: Correction Letter #1 Mechanical Permit Application Number M12 -069 Jacksons Store No 631 -13138 Interurban Av S Dear Ms. Reyling, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and be reflected on your drawings. I have enclosed comments from the Building Department. The Fire Department has no corrections at this time. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, 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, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: M12 -069 W:\Permit Center \Correction Letters\20I2\MI2 -069 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: April 27, 2012 Project Name: Jacksons Food Stores Permit #: M12 -069 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The structural calcs do not appear to address the support and additional loading of the mechanical equipment on the cooler, freezer and roof. A note on sheet 1 of 6 under Standard Engineering Notes states that all mechanical unit anchorage and support to be designed by others. This scope of design will need to be included in this application for the evaporator coils. The structural support for the rooftop condensing units could be included in this permit or under the main building permit. If the condensers were included in the structural building design, please confirm. Detail 5 on sheet 5 of 6 appears to be lacking in detail as to acceptable locations for the coil hangers. 2. Please provide the manufacturer's efficiency ratings for the cooling systems per the Washington State Non - Residential Energy Code and the specific table and equipment section applicable to the equipment proposed. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • April 30, 2012 City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attention: Permit Center Reference: Permit #M12 -069 Upon filling out our Mechanical Permit Application, I entered $79,355.54 for the valuation of project. The general contractor on this job had previously pulled a permit (Permit #M11 -118) for the HVAC portion of this project, and calculated that cost into the project valuation. I need to back out that cost from Horeco's project valuation so we are not paying for it twice. The correct project valuation for Permit #M12 -069 should be $57,772.54. Please adjust our permit cost accordingly, and notify our office with any questions. Think you, Larissa Reyling Horeco, Inc. P: (425) 821 -3333 F: (425) 212 -2544 larissar @horeco.com 'JUN 2 6 2012, 4,EHMn - CENTER 4332 Chennault Beach Rd, Mukilteo, WA 98275 • (425) 821 -3333 • Fax (425) 212 -2544 • 800 - 346 -7326 PERMIT COORD COMP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -069 PROJECT NAME: JACKSONS STORE NO 631 SITE ADDRESS: 13138 INTERURBAN AV S DATE: 06/14/12 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: 19, /ICJ Ltz '1()-- Building division Fire Prevention Public Works ❑ Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 06/19/12 Incomplete ❑ Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 07/1 7/12 Approved with Conditions Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 02/29/12 .HERMIT COORD COPI411 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -069 PROJECT NAME: JACKSONS FOOD STORES SITE ADDRESS: 13138 INTERURBAN AV S DATE: 04/23/12 X Original Plan Submittal Response to Incomplete Letter # Response tb Correction Letter # Revision # after Permit Issued DEPARTMENTS: Ate 0 `2'l•I�C, Building Division e Prevention Planning Division Public Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 04/24/12 Incomplete n Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: DUE DATE: 05/22/12 Approved with Conditions n Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: kA2 Documents /routing slip.doc 02/29/12 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: :0' , VI- E] Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: M12-069 Project Name: Jacksons Store No 631 Project Address: 13138 Interurban Av S Contact Person: J1. r S S \ V 4/P h Phone Number: 44 L5) \ %I\ " 3-5712) Summary of Revision: C,tr\1tAUYAI CAVM161i1PIS rnah.UfmvrUrtr'S c(t; 0.01(Al rm-n n9s 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 Permits Plus on 2 \applications \forms- applications on Iine \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peter Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ALL POINTS HEATING & FIREPLACE UBI No. 602297835 Phone 4252412256 Status Active Address 4332 Chennault Beach Rd License No. ALLPOPH904QK Suite /Apt. License Type Construction Contractor City Mukilteo Effective Date 11/12/2010 State WA Expiration Date 9/9/2013 Zip 98275 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company HORECO INC Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HORECI'881 K1 HORECO INC Electrical Contractor General Unused 5/21/2012 5/21/2014 Active HORECI'9710Z HORECO INC Construction Contractor Heating /Vent /Air Conditioning And Refrig (Hvac /R) Unused 9/9/2003 9/9/2011 Inactive HORECI'961MT HORECO INC Electrical Contractor Maintenance Unused 7/30/2004 7/30/2006 Re- Licensed HORECI.971OR HORECO INC Electrical Contractor Hvac /Rfrg Ltd Energy Unused 9/19/2003 9/19/2013 Re Licensed Business Owner Information Name Role Effective Date Expiration Date SC & B SERVICES, 000 Agent 11/11/2010 Bond Amount QUINTON, RONALD D President 11/12/2010 9810102 WAKMAKI, ALAN Secretary 11/12/2010 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 Lexon Ins Co 9810102 10/12/2011 Until Cancelled $12,000.0009/16 /2011 2 Colonial American Cas & Surety of Maryland 1pm4072501 08/22/2011 Until Cancelled 10/12/2011 $12,000.00 08/24/2011 1 Colonial American Cas & Surety of Maryland LPM4072501 11/05/2010 08/22/2011 $6,000.00 10/24/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 Allied Property a Cas Ins Co ACP 7505221608 09/01/2011 09/01/2012 $1,000,000.00 08/31/2011 2 LIBERTY NORTHWEST INS CORP 02CE21244420 09/01/2010 09/01/2011 $1,000,000.0008 /31/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print. aspx 06/26/2012