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HomeMy WebLinkAboutPermit D14-0375 - AMERICAN MARAZZI TILE - FOUNDATIONAMERICAN MARAZZI TILE INC 18436 CASCADE AVE S SUITE 140 D14-0375 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7888900030 Permit Number: D14-0375 18436 CASCADE AVE S 140 Project Name: AMERICAN MARAllI TILE INC Issue Date: 12/19/2014 Permit Expires On: 6/17/2015 Owner: Name: Address: Contact Person: Name: Address: EPROPERTY TAX INC DEPT 207 PO BOX 4900 , SCOTTSDALE, WA, 85261 MANUEL CARDENAS PO BOX 143 , MAPLE VALLEY, WA, 98038 Contractor: Name: ALL WAYZ CONCRETE CUTTING LLC Address: 14227 SE 216TH ST, KENT, WA, 98042 License No: ALLWAWC875DG Lender: Name: ALL WAYZ CONCRETE CUTTING Address: PO BOX 143 , MAPLE VALLEY, WA, 98038 Phone: (206) 914-9223 Phone: Expiration Date: DESCRIPTION OF WORK: FORM AND POUR A PIT TO INSTALL A WAREHOUSE LOAD/UNLOAD DOCK LEVELER. Project Valuation: $7,800.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIA Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $424.58 Occupancy per IBC: S-2 Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 41\ H I hearby certify that I have read and amin d this permit and know the same to be true and correct. All provisions of law and ordinances gove ning his work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: ei ( This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: 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. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 13: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0201 FOOTING 0200 FOUNDATION WALL 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC CITY OF TUL ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For o jice use onl CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION f 2(,�, (�,� r,�, _ King Co Assessor's Tax No.: ` 0 CA 000 SO Site Address: TJ `v WAS H! `i`�• e S 1 tA44.1la WA Suite Number: \140 Floor: Tenant Name: 3Mk 'Ttt� AVWi1 g New Tenant: d Yes ❑ .. No 'PROPERTY OWNER Name: £piety.1-(KyI•ric tp.26 Address: pD vow 411 Dv City: 5w dak State: pa Zip: c3j2i CONTACT PERSON — person receiving all project communication �1 Name: W 6t /1„ l,� /� f Cia i s6 eV 1AJ Address: &) � c City: <v1�,�Oj`'ql. State: 1V Zip: ((i80 Phone: 2or0 (cc 4922 Fax: Email: 5ate5 V at( wagzcot/1ciiei-ecci 01 GENERAL CONTRACTOR INFORMATION Company Name: `�j j \A�e / (t ncceke1 i 1. C r 1 Address: O g1UtE �C, 143w City: ' \OQ\Qi VQe State:�A Zip: nos Phone: 25 1 21 JQ Fax: 251 EnIlic,,g Contr Reg No.: AavikvE915DGExp Date: Tukwila Business License No.: 0040 5 ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:Al 1� 1 YV C/UY Ic 4c W1�1 W► Address: 114# J City: tole Wthai State: at ZiplOn H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 1 of 4 BUILDING PERMIT INFORMA" 1— 206-431-3670 Valuation of Project (contractor's bid price): $ 7i OOV Existing Building Valuation: $ Describe the scope of work (please provide detailed information): t(W1 OV11A your - t vlSka \I tit war& hQWO I &v\\oacX Gkoc, WA! e,\�� Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* . - . ' ' ,. t • Attached Garage .. . r Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ':ia.:.5•pzink10 • to • 1 �' ....romatid hie Alarm X' None 0 Other (specify) 41 .. J.. .r.,..J .....:4-1 ))., .. Will there be' storage or use of flammablecenbustil a tor hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials iznd storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. l ',n SEPTIC Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:lApplications\Forms-Applications On Line12012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 D AGENT: 1 iSignatur : Date: h 1 1 Print Name: Day Telephone: 2.OL ' 330 • 31143 Mailing Address:VD [ + '43 loaptt Cit WI` °[°k State Zip H:\Applications\Forms-Applications On Line t2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 PUBLIC WORKS PERMIT INF MATION - 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila . ❑ .. Water kvailability'Prov ded Sewer' District,:. t;,` - • .. Tukwila' ) • i- ❑ .. Sewer Use Certificate Septic System: ❑ On -site Septic System — For on a eptic system, provide 2 copies of a current septic design app 0 ...Water District #125 ❑... Highline ...Valley View ❑...Renton :.'Sewer Availability Providdd , ' �1 ❑... Renton ❑ '..§eattle Submitted with Application (mark boxich apply): 0 .. Civil Plans (Maximum Paper Size — `' 34") ❑ .. Technical Information Report (Storm Dra 'a:e) ❑... Geotechnical R: .rt 0 .. Bond ❑... Insurance ■ . , asement(s) ❑... Maintenance Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer 0... Ab ❑ .. Cap or Remove Utilities ❑... 0 .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protectio Irrigation Domesti ' ater don Septic Tan rb Cut avement Cut .. Looped Fire Line ❑ .. Permanent Water Meter Si 1) " WO # ❑ .. Temporary Water Meter ' ze (1) " WO # ❑ .. Water Only Meter Si WO # ❑ .. Sewer Main Exten ' . n Public 0 Private ❑ ❑ .. Water Main Ext- ion Public 0 Private 0 FINANCE INFOATION N. .A1J1 r d by King County Health Department. ❑ .. Traffic Impact Analysis greement(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) t-of-way Use - Profit for less than 72 hours fight -of -way Use — Potential Disturbance ...Work in Flood Zone Storm Drainage O ...Grease Interceptor ❑ ... Channelization ❑ ... Trench Excavation 0...Utility Undergrounding (2) „ ' # (3) " WO # (2) " Wp (3) " WO # ❑ .. Deli Water Meter Size Fire Line Siz Property Line Number of Public Fire Hydrant(s) ❑ .. Wat 0 .. Sewer ❑ .. Sewage Treatment Month . ervice Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications 0n Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY I PAID $424.58 D14-0375 Address: 18436 CASCADE AVE S 140 Apn: 7888900030 $424.58 DEVELOPMENT $412.22 PERMIT FEE R000.322.100.00.00 0.00 $247.10 PLAN CHECK FEE R000.345.830.00.00 0.00 $160.62 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $12.36 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R3759 R000.322.900.04.00 0.00 $12.36 $424.58 Date Paid: Friday, December 12, 2014 Paid By: ALL WAYZ CONCRETE CUTTING Pay Method: CHECK 1131 Printed: Friday, December 12, 2014 3:43 PM 1 of 1 CRWYSTEM S INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 D(4-0 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: Date Called: 'SpeciatInstructions; ' Date Wanted: Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED, Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit N PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C- 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670' 1 Permit Inspection Request Line (206) 438-9350 k p14-tn115 Project: , AikNer c_A-4 /Alt(' az22, 'Type -oft ,t)ectior,: \ , i .8 , NiAL-k, Address: I 14 3( Date Called: Special Instructions: 4D "Doe_ i< ( e u de-E.... , 1t9(e Date Wanted: 14 p.m. i - -LS Requester: Phone No: 2:2... 3 ElApproved per applicable codes. •Corrections required prior to approval. ) COMMENTS; 1,\Jef.0 Soe_f__,\ A __1-A. So e c-:-/ ,` 9 A r r -‘ A L i.1)-11--(,/,S A —4 -e-1\ re-ie-AZAP __....--....,,, Insctor: Date: E REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Eltvd., Suite 100. Call to schedute reinspection. OTTO ROSENAU & ASSOCIATES, INC. January 13, 2015 Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188-2544 FINAL REPORT 9P 1$•N- U �1\ nC Project: American Olean Permit Number: D14-0375 Address: 18436 Cascade Avenue South, Suite 140, Tukwila Job Number: 14-0869 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete*. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Epoxy grouting (rebar dowels) 2. Reinforcing steel 3. Reinforced concrete* *Note: The 6-day concrete compressive strength results achieved the ultimate compressive strength requirement. The report will be mailed again once the 28-day compressive strength testing is completed. Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Kate Kate Rubin Report Manager Email c: JS Construction OTTO ROSENAU & ASSOCIATES, INC. ' Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 14-0869 CONCRETE REPORT Report Number: RC084121 Permit Number: D14-0375 Project: American Olean Address: 18436 Cascade Ave S, Suite 140, Tukwila Inspector(s): Silvestre A Tangalan Jr Client: JS Construction Address: 1096 West 5th Street, Calimesa Date: 1/7/2015 Description/Location: Inspected reinforcing steel and placement of concrete for loading dock number 6 - dock level slab and walls. Rebar was per engineer drawing sheet number 3; number 4 bars at 12" on center each way. Concrete work was done by All Wayz Concrete Cutting and Demolition. Resteel Verified: Yes 1/7/2015 Silvestre A Tangalan Jr Mfg: Placement Data Supplier: Miles Mix Number: 0150A Slump Spec: 5" W/C Ratio Spec: Air Spec: -- Total Yards: 4 Placed Via: Consolidated: Yes Required Strength: 3000 psi at 28 days. Sampling and Testing Data ASTM C 172, C 31 Time Cubic Made Yards Cast Samples: 1-5 12:56 pm Design ❑ Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (Ibs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Water Slump Added C 143 4.00 5 gal. 5" Actual 501# Type: I/II 1357# 1825# #57 211# 152 oz. CALCIUM, 3 oz. MBAE 90 Air C 231 Conc.Temp C 1064 5% 68°F Batch Weights/Cubic Yard Slag (lbs): Ambient Temp 45°F Truck Ticket No. No. M129 156475 Weather: Date Samples Picked Up: Slump Range: 5" Air % Range: 5% 1/8/2015 Initial Curing Method: ASTM C31, Exclude C31-12.1.5 Initial Curing Temp: ASTM C31, Exclude C31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: 0 Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Number Test Field Age Date Cure (Days) 5 1/13/15 6 * = Discarded Tested in general accordance to: ASTMC39 Size Area Weight Max Load (in.) (Sq.ln.) (Lbs.) (Lbs.) Strength Fracture Type (psi) (other than cone) Copies to: 0 Client 0 Engineer 0 Building Dept ❑ Owner 0 Contractor 0 Batch Plant ❑ Architect ❑ Others 4 x 8 12.62 8.82 57,390 4550 ASTMC617 ❑ ASTMC1231 ❑ Technical Responsibility: alter H nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 25542 Project: Address: Client: CONSTRUCTION INSPECTION REPORT American Olean 18436 Cascade Avenue South, Suite 140, Tukwila JS Construction Permit Number: Job Number: Client Address: D14-0375 14-0869 1096 West 5th Street, Calimesa, CA Inspections Performed Steel Decking Other (specify):- Reinforcing Steel X Other (specify): Structural Steel Fabrication Structural Steel Erection Inspector and Date Remarks Silvestre A. Tangalan Jr. Inspected rebar for loading dock number 6 dock leveler slab. Number 4 bars were at 12" on 1/7/2015 center each way per engineer drawing sheet number 3. 3x3 angle installed per drawing by contractor. Rebar was 3" clear from grade. Dock slab: 8'0" x 8'0", 8" thick Dock wall: 8" thick, 24'0" linear feet CONFORMS Copies to: X Client X Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: r Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-63-05 (Rev 10/10) FILE COPY Permit No. b 0 S Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize tho violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is admowledged: i SEPARATE PERMIT REQUIRED FOR: Mechanical grElectrical in)lumbing Rens Piping City cf Tukwila Ot!" DING DIVISION REVISIONS No No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NCTI: Rv:sions will require a new plan submittal and may include additional plan review fees. PLANNING APPROVED No changes ban be made.to these plans without approval from the Planning Division of DCD !proved By: C By: Date: b 0 375 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 8 2014 Ittf City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 1 -2 2014 PERMIT CENTER FORSMAN ENGINEERING 30014 2nd Court South Federal Way, WA 98003 (253) 815-9182 STRUCTURAL_ CALCULATIONS for Dal -Tile Loading Dock Retrofit At 18436 Cascade Ave South, Suite 140 Tukwila, WA 98188 Project #14077 ©2014 Forsman Engineering Codes: 2012 International Building Code Loads: Dock 40,000 GVW Dock Load Foundation: All values assumed footings 1500 psf allowable bearing pressure 0.35 friction Walls 35 psf/ft active pressure 350 psf/ft passive pressure RECEIVED CITY OF TUKWILA DEC 1 Z 2014 PERMIT CENTER REVIE D FOR CODE COMPLIANCE APPROVED DEC 18 2014 City of Tukwila BUILDING DIVISION o r s j 4 The items designed herein represent the entire scope of structural investigation performed. No other portions of the structure have been reviewed. These calculations apply to the location specified above. The site was not investigated and no judgment on the suitability of the site was made. 14077CALC-14 Page 1 of ) 7 -PORSMAN ENGINEERING 30014 2nd Court South Federal Way, WA 98003 SCOPE OF WORK Forsman Engineering was asked to provide a design review of an existing warehouse for the addition of two new loading dock levelers per manufacturer's specifications. The attached calculations are to be used as a submittal for one potential building site (two loading dock levelers). The cover sheet should have an original signature in blue ink over the seal. Forsman Engineering will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, Forsman Engineering shall have liability limited to the amount of the fee received by Forsman Engineering. Questions .regarding the attached should be addressed to Forsman Engineering. Arnold E. Forsman, P.E. Forsman Engineering forsmanenaineering@comcast.net 253.815.9182 FORSMAN ENGINEERING. 30014 2nd Court South FEDERAL WAY, WASHiNGTON 98003 (253) 815-9182 Fax (253) 529-9438 C LcUI.ATED BY DATE CHECKED BY DATE SCALE FORSMAN ENGINEERING 30014 2nd Court South • FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 SHEET Na OF CALCULATED BY DATE CHECKED BY DATE SC S/ TO20AMP ' BREAKER T" 1 I' LINE NEUTRAL 'I I i I L GROUND I I I rj RECEPTACLE'. c. > PLUG( FAN { MOTOR! CONTROL STATION aFV DOCKLEVELER STANDARDIZED PIT DETAILS STRAIGHT PIT PUSH BUTTON FOR SOLAR APPLICATIONS SEE APPROVAL DRAWINGS FOR ALL CONDUIT INFORMATION. 3/4" CONDUIT, WITH 115V RECEPTACLE (NEMA5-15R) WIRED AS SHOWN FOR PLUG IN CONNECTION. LOCATION TO BE FLUSH OR RECESSED MOUNTED .ON CENTER (SIZE Or' CONDUIT AND W[RE GAUGE MAY VARY WITH LOCAL CODES,) 115V, Single Phase, 60 Hz ., DOCK HEIGHT crtaAntie BUMPER MOUNTING ANGLE 2 LAM HATED NOTE 1: IF A STAR TRUK STOP IS TO BE INSTALLED AND BUMPERS THE DRIVEWAY iS SUSCEPTIBLE TO FROST, PLACEA FURNISHED STYRAFOAM BLOCK 1N THE CONCRETE IN TH1SAREA. BY KELLEY THIS WILL PREVENT DAMAGETO THE STAR TRUK STOP WHEN DRIVEWAY RISES. TO 20 AMP BREAKER, 11.5/AC, 10 POWER SUPPLY DOCKLEVELER CONTROL BOX ATTACH TO STUB -• f4" CONDUIT, 6" STUB OUT \ -BRANCH "TEE" v- -3 SEE NOTE 1 LL`77` l 2 5563 R4 JULY 2010 ._ aFX® DOCKLEVELER STANDARDIZED PIT DETAILS — STRAIGHT PIT aFX DOCKLEVELER CONTROL SOX STAR CONTROL BOX LOCATION FOR. aFX® DOCKLEVELER AND STAR ° CONTROLS LOCATION FOR SINGLE CONTROL. BOX FOR DOCKLEVELER OR STAR. ANCHOR LAYOUT FOR CURB ANGLE 1-1.2 12141314-, I it_ 40071 3" •-• 4-- 114' OQNORETEANOHORS, 1/2" DIA, :6* LONG, LOCATED AS SHOWN NOMINAL DOCKLEVELEA SIZE 6'x 6' , . : 6'li IL? 69 x6'• 60 X8 68x10' r X, 6' 'I' x-13' T x10' PIT LENGTH DIM. •"-IV' ,.,„ w" : Itr 68" 87" 111i 63" 87" 111" PIT WIDTH DIM. 74., . ' 14" 80" 80" ' 60" 85' 86" Sr 1:17 DEPTH kear DIM. 19-1/2" 23-1/2" 19-1/2" 19-1/2* 23-1/2°' 19-1/2" 19-1/2" 23-1/2" PIT DEPTH Front Diu ,s7,'. NT ‘24'' 20* 26* 24* •2&-' 20r 24' CURB ANGLE FrontiRev but. ,,E,, '80' ;,... 81., 86" 86" 86" 91" 91" 91" CURB ANGLE Side C4M. "" 60' ' 108* 80" 84' , 108* 60* 84' 108', CURB ANGLE Bunn DOA ,,G. 21* 21" 21' 21" 21' 21P 21" 21" CURB ANGLE name: bat ili„ ir . . 21P 17" ir 21' 17* 17" 21" NOTE: See Keliey brew -740 for Cantilever Pit Detail.. See Kelley Product -Manual for Wiring Diagrams 3 5563 Ft4 JULY 2010 FORSMAN ENGINEERING 30014 2nd Court South ' FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 529.9438 JOB )hja"1 2c J To.? SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE FORSMAN ENGINEERING. 30014 2nd Court South • FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 529-9438 JOB i Itn71 S3 OF CALCULATED BY DATE CHECKED BY DATE SCALE SHEET NO. REINFORCED CONCRETE CANTILEVER RETAINING WALL (ACI 318.89) ; Forsman Engineering Wall: Soil: Concrete: Des Job # Hgt wall _ 6.667 ft Hgt soil heel 6.667 ft Hgt soil toe 0.667 ft Toe Heel Thick Thick Thick Depth Width wall ftg Key Key ftg 2.000 ft 0.000 ft 8.000 in 8.000 in 0.000 in 0.000 ft Load (@ CL of wall): P vert P horiz Moment Stability: Sum F vert X resultant Sum F resist Sum F horiz F.S. sliding Sum M resist Sum M O.T. F.S. O.T. 2.667 ft Wall Reinforcing : bar spacing As cover d 0.0020 Ag 0.0025 Ag As min As max Mu Phi Mn Vu Phi Vc 0.500 l kip 0.000 kip 0.000 k-ft 1.425 kip 0.920 ft 0.565 kip 0.778 kip 0.727 3.054 k-ft 1.729 k-ft 1.767 Wgt soil EFP active EFP passive Friction Phi Factors: Phi Flexure Phi Shear Eccentricity: M ecc X ecc X zero compression 0.120 kcf Wgt conc L0.160 0.035 Iksf/ftf'c 0.300J ksf/ftfy 1 0.350i Beta 1 0.90 Toe Reinforcing : 0.85 0.589 k-ft 0.413 ft 2.667 ft 100.00 % 3.000 60.00 0.850 Load Factors: DeadLoad LiveLoad Soil Pressure: 1. 4001 1_700J ph wall t 0.000 ph wall b 0.210 ph ftg ba 0.233 ph key ba 0.233 pv toe 1.031 pv wall t 0.286 pv wall h 0.038 pv heel 0.038 Heel Reinforcing : 4 # bar 4 # bar 12.000 in spacing 12.00 in spacing CON-RWAL6 0.200 sq-in As 0.200 sq-in As 1.500 lin cover 3.000-lin cover 6.250 in d 4.750 in d 0.192 sq-in 0.0018 Ag 0.173 sq-in 0.240 sq-in 0.0020 Ag 0.192 sq-in 0.250 sq-in As min 0.190 sq-in As min 1.203 sq-in As max 0.914 sq-in As max 2.142 k-ft Mu 1.816 k-ft Mu 5.448 k-ft Phi Mn 4.098 k-ft Phi Mn 1.071 kip Vu 2.238 kip Vu 6.983 kip Phi Vc 5.307 kip Phi Vc 12/12/2014 kcf ksi ksi ksf ksf ksf ksf ksf ksf ksf ksf r 4 # 12.00 in 0.200 sq-ir [1. 500 lin 6.250 in 0.0018 Ag 0.173 0.0020 Ag 0.192 0.250 1.203 0.000 5.448 0.000 6.983 sq-ir sq-ir sq-ir sq-ir k-ft k-ft kip kip Page of . SITE PLAN GENERAL NOTES L 1. SITE PLC IS FOR REFERENCE ONLY : - 2. ! G.C. TQ ENSURE ALL SIDEWALKS, ACCESSIBLE PATHS, AND DRIVE LANES ARE CLEAR AT ALL TIMES 3. 1 ALL EXISTING PARKING AND RAMPS TO REMAIN FDOCK LEVELER UNDER S-PARA PERMIT BUII T-IN TYPE • (-4 • i "KELLEY•.aFX" DOCK LEVELER Wi`i"H 2O' UP. SIZE 6'XS' CAPACITY . i 40,000 LBS. BUMPERS TO BE HEAVY DUTY. PROVIDED & INSTALLED COY OWN R. G.C.,TO PR f VIDE Et-CTRIO L & PIT. REF: SHEET" A7.0 3 SEALS PROVIDED & INSTALLED BY DH PACE. VERIFY PER i LOCATION '• BUMPERS- DOCK HIGH FACtLITtES TO HAVE KELLEY 410-14 DOCK 4 ': BUMPERS AT EACH DOOR. DOCK WELL TYPE DOCK TO HAVE I I RUBBER BUMPERS. PROVIDED & INSTALLED BY DH PACE. T •_ ; NOT USED 15,! s'. EXISTING DRIVE-IN RAMPS TO REMAIN. ---4. F r7'N i TRUCK RESTRAINTS - APS RESOURCES. APS 2000. PROVIDED & ✓ I INSTALLED BY OH PACE. IEii I NOT USED '"` ' NOT USED _ ! EXISTING SIDEWALK TO REMAIN c1L'i L 4. INSTALL SIGNS AT EACH DOCK DOOR; REF: 2/C1.0 12' ; ACCESSIBLE COMPLIANT PARKING PROVIDED BY LANDLORD. I FORKLIFT PROPANE STORAGE RACK PROVIDED BY OWNER & • INSTALLED BY G.C. VERIFY LOCATION W, OWNER. • EXISTING PARKING STRIPPING TO REMAIN • 5 • ? EXISTING SITE PAVING TO REMAIN • - i EXISTING LANDSCAPING TO REMAIN G.C. TO INSTALL (1) 10"X14" ALUMINUM SIGN AT DOCK DOORS "B". "C '. ANG "C" a. PHONE: , 100-92-1457 • . TO PAINT A. Lt I: I tR ABOVE EACH taw( DOOR / • WITH-CONtRASTING CONCRETE, PAINT • EQ. j i 1 1 1 I RECEIVED -!1 . ,11"ir OF TUKWILA ! • OCT 1 5 214 1 1-11111.4T CENTEF? i 1 • TYPICAL SIGN DETAIL cou REVISIONS: Z2\10:14.14 CITY/OWNER COMMENT A A A • IMINIMMINEL PLOT DATE: • 09-23.201 C I • 1,..1 : ...I. 1:4 .,..%, ,,,, ......,. 1 ' % ..1 , / .....1. .. , 4••1 .---.-.. ..' 1,, *1 • , i:;) I --,1 ,, .21..aits*------ l' • ---4x.to • • - • ". • - _,_ _ _ ; ; - • - ;1' 'um zwr FROM 'must. Design Highlights • Patented SafeTFramemt Design • Patented .airDefense® Stump -Out & Freefall Protection System with 60,000 lbs. (27,215 kg) Structural Dock Level Support Leg o • Lug Style Lip Hinge & Lambda Tm Beam Structure • EZCteanTM Pit Kit • High Volume, Low Pressure Lifting Systern • Low Maintenance Design • Exclusive GRAVITY LlPTM • Automatic Lip Extension • Lifetime Lip Hinge Warranty • NEMA 4X Non -Metallic Push-button Control 0 Panel (Non -Interlock Capable) sum w • 120V Single Phase Operation • Full Operating Range Toe Guards /NW Ui CC MI MIN • Below -clock Endloading Capability ti) • 16* Lip Standard (406 mm) • Fixed Rear Hinge - No Pinch Points • Integral Maintenance Strut & Lip Support Latch • Heavy-cluty 8410-14F Dock Bumpers • Reduced Lip Crown/ Extended Lip Chamfer Project information Job Name 1AL-T ILt Address General Contractor Distributor D 4 pAte Model AFX Quantity Certified For Construction By Company Address Date Available Options /Ff Brush Weatherseal O Spacer Kit for Existing & Sloped Pits 0: ENERGY GUARD* Perimeter Weatherseal System 18" Lip (457 mm) 0 20" Lip (508 mm) CI 240V Single Phase Ei Non -Metallic Control Panel (Interlock Capable) 0 24n Pit Conversion (610 mm) • Spray Foam Insulated Deck 0 Abrasive Surface fl Spray Metalize (Deck, Lip & Su O Special Paint Color 0 Lip Taper yeigh Lit) Crown Pan Option: For installation without pre- formed concrete pits, clock reveler supplied with integral pre -formed steel Pan for potacinVace construction. Dock ieveler-shall be in an enclosed steel pan structure complete with Its own six -piece weitteci structural curb angles and concrete anchors. The dock leveler is to be concreted in place as the floor is poured. C3 Other Accessories o STAR* Vehicle Restraint El HIDDEN H0O1kTM Recessed Restraint El MANUAL SURFACE CHOCK Wheel Restraint O SURFACE CHOCKTM Wheel Restraint 0 AUTO CHOCK* Wheel Restraint 0 Master or Combo Control Panel Bumper Options • 8410-14 0 V8420-11F 0. B610-14 0 VB420-11 Steel Faced ,8810-14F 0 Other Capacity 0 30K lb 0 35K1b(40K Ib 0 45K Ib 0 50K lb (13.6K kg) (15.8K k14(18( kg) (20.4K kg) (22.7K kg3 1612 Hotttxt tette, Suite i40 Cafrottton, TX 75006, USA Tel: 800558.608o FINC D72,380,4166 - Em6 ateseltetteyoompertoore wvottlelloy4ortiocrycom A =XittPutegVeSceeth reogsatu is in efket et Katiey. teSavvaltlit right p ineurpiorettt product improvement at OnVtirne WiNjitt Color rxXirte• C201t Chant Etvoteared Solotietis,Met. • Footle: it.PSO,St-X.051. )6,/ .4 • 1..General: Kelley% *aFX" airForce Technology dock leveler with alr:etense* system to be complete package, including manor housing assembly, felt .operating range toe guards, integral support struts for deck and lip leek, links aeailable'In 30,000 - 60,000 lbs. (13,607 - 22,679 kg) capacities. Drat «informs to ANSI MI114.14087 performance requirements. Unit to be manufactured by Kelley. 2. iConstruettan, Platforms Assembly: Platform tobe constructed of unitized, rot)ottcaify welded higti tensile steel safety treed deck plate. Exc1ushre Lambda dec Wants optimize twist net istarce and st*ess disirlbution. Deck to be 314' (6 MM. thick on 304‘35K lb, (13.6t(7;.5:8K kg), and 5/16" (8 mm) thtrdt on 401e50K lb. (181G22.7K V capacities. 3. Up Assembly: Up to be 5i8" (16 min) thick on 30K-35K lb. (13.5K:15.8K kg) oapacities, and 1116" (17 from) on 40K•50K Eb, (18K-72.7K kg) capacities. Self- c(eaning tugstyle sip hinge comes standard with lreayy lugs welded directly to each beam and Hp assembly. Comes standard with a rated ketime ilP hinge warranty, Ali .units to be 1$" (406 min) high tensile steel safety treed lip plate with chamfered teeding edge. Lip rod to be a - minimum cf 1" (25 min) solid steel on all capacities. 4. tip Extension: GRAVitY UPI Autornatie Up Extension erasures proper lip extension with descent of deek leveler into trailer. S. Rear Subfraene & Ning•: Rear structural frame consists of a welded structure constructed from 4 struchiral.tingle vertical members connecting, two horizontal members. The. upper rear angle tras longitudinal support.. gussets & additional deck supports to promote structural stiffness. The hinge system consists of four t4r (19 elm) thick lugs ail0wing4 inches (10.0.mm) of side toside deck twist. • Sa?aTFrseneT"":. Adjustable front and rear leveling system eliminates the need for installer to place and weld Steel .shim stock under the vertical uprights. System provides more cons.stent installation and prevents a gap et "bump" bedeeen the rear transelen angle and curb: angle. The rear Sa'eTFrame system consists of four heavy.duty vertical uprights at the rear of the leveler. each with an adjustable 3"x3' (76mm x 76tnm) pad that s';ts on the pit floor. Front SateTFrarne system include!: an adjustment point on each front support pedestal accessed through the open tip hinge area. Both front pedestals and rear supports can be miemeadjusted independently through a 1117" (38 mm) range using s ei" (12.5 trim) socket, compensattbg'for even the worst pit conditions. 7. Power Unit: Power tree is an electric: motor and blower. 8. Electrical: Fen motor Is 120V single phase. Alr bag and fan motor assembly are mounted to ✓ galvanized pan subassemby. 24OV single phase is available, consuttfactory. 9. Pit Cleaning SYetettat All Kelley dock levelers are built with an open frame design to provide easy • access to ttre pit floor for routine cleaning and satediited maintenance, The standard EZ,CIeann4Pit Kit eliminates the need for any additional toots. for complete aoeess to the concrete floor or access to the fan motor. to 10. Control Panel: (Norrtnteriock Capable), norrnletaltic, strigie pushbutton control panel, (Optional 1 Lt. Product PMIab: Enamel green fln sit. 12..Safety Legs: ehDefense sensor rollers ride along reinforced cams:, providing fluid free float motion to Q. eliminate stump -oat white also Troweling a measure of treenail protection in the event of premature trailer separation. kligh.effielenpy 60;000 lbs. (27,225 kg) structuraldock revel support legs. Oropeested to the fuii W rated capacity of the clockleveler 13. Below.dock Control (EndloadIng): Kelsey's aleDefense system allows for lowering of Leveler without CC. extending Ilp. 14. Toe Guard Protection: Full operatitigrange toe guards with two galvanized sliding guards (yeiiow OSHA required markings her ANSI/2535.1) provided on the sides of the dock leveler. 19. Integral Support Strut: integral support strut keeps ramp raised during routine maintenance and pit eleanieg. 18. integral Lip: Lock: Lip lock keeps lip raised forrputine maintenance end cleaning.. N0MlNAL DIMENSIONS MOL)FL 1'.It, '1 LEtvGfii aFX6.5X6 aFX7X8 6'8" (2.01 m) 6' (163 m) 7' (2.13 m) aFX6.5)(10 6'6" (2.0.1 rrtl :0' (3,05 In) rri) Front SafeTFrattieTM Pedestal ock capable box available) Standard Push -Sutton Control Panel 0 17. Moat Compensation; Allows for vertical lsarllerdeflection when Hp is in contact watn truck btu. gt„ 18.. Operation: KKelley's- "aF)(" Dock leveler rises when pusli•buttori is pushed and held. GRAVITY L)P" automatically extends as, deck section descends into trader bed. After loading or unloading is complete deck attendant pushes button to activate air system and raise dock leveler: •GRAVITY LIPS Mores pendant and dock Leveler Is stored. in stored.positien, dock leveler is fully supported by dock level support legs. Rairlp may be lowered to fully supported below dock level position without extending hp, to service low trucks la end load ix situations. 19. installation: Unit shippedoomptetety assembled end ready for installation inpre-foraned concrete piL Pit depth is 20" (508 min) for 6' (1.83,m) and8' (2.44 m) long units end 24" (81.0 mm) for 10' (3.05) long units. Pit construction robe in accordance with certified Q Kerley pit detail drawings. Contact Kelley for current cost arid nearest distributor. 20. Limited 'Warranty: Limited lifetime (rated) hp hinge warranty. Limited 5-year parte & labor warranty on lifting system (crag, motor, hoses, gaskets. fittings, & seals).: limited 1-year parts and labor warranty on remaining eomponents.:limited 10.year structural warranty available upon engineering approval of written application. 21. Bumpers: Unitto. incirrde two heavy-duty.dockburnper1 model 8410-14F (4" Thick (100 mm) x 14" ill (356 min) x 10' it (254 rnm). 16'12 tkftwn 140 Cairst 14an, TX 75:1Gie. ,USA ' Tel: aooaaass69ao - tax; 972-380 476e Erne:i: selem0keli6yakspeny.vorit Acwittttuir>g res+eatee predram Ic :n aftetat•iteriry: We.ri!serve the ifgt+t to iiicq"+iwrale proem!. imptuvchrrettk et Any time without prwr rwrtite. 201.1 AFiont rrgbxiEkt Sekatiora lna: N!, keireyaempet xem rtirmtf; w'SDArc osi ✓ :1610tulion ofive. suiier i4t) Carkititomits%tai7d0 Pilitiels401)666'446(1,Fet(Z72%2,89,4752. aFr DOCKLEVELER STANDARDIZED PIT DETAILS — STRAIGHT PIT • STAR ° CONDUIT RUN. DETAILS (Back Cover) CUSTOMER DAL TiL ADDRESS JOB ousro DOCKLEVELER: aFx® ModelNumber AS)( INK Quantity DOC KLEVELER RATING PERANSINIH14.1.1987 ,C1 10K 035K 4O1< 45K la5OK LIP LENGTH: D10' 18" LI 20" aFX- DOCKLEVE LER ELEC ;CAL REQUIREMENTS: oltage: 115V Phaao.10 E, Frequency 60 Hz Solar STAR. El STAR 1 RESTRAINTS: STAR2 ri STAR I With TRUK ALERT D. STAR4 NOTE: AB STAR' restraints, except STAR 1, require 115V, 10, 60 Hz. CERTIFIED FOR CONSTRUCTION BY DATE COMPANY CITY & STATE Death orserious Injury couldresult from failure to follow Kelley specifications for pit dimensions end/or configurations, or conduit lercation;improper installation of dock leveler, anchoring devices or Optional/accessory equipment; installation into improperly formulated, piv#ared or placed concrete or- cendrete which is otherwise inadequate or unsound 5563 R4 JULY ,*10 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0375 DATE: 12/12/14 PROJECT NAME: AMERICAN MARAZZI TILE INC SITE ADDRESS: 18436 CASCADE AVE S - SUITE 140 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: A/1- c, \ i'/-0A Building Division Ai/A, \)--fn—I ji ublic Works 01 Alt& N/A- 9=- 1-1`►1 Fire Prevention Structural n c D L Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/16/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 01/13/15 Approved with Conditions n Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 All Wayz Concrete Cutting LLC Page 1 of 2 Washington State Department of Labor & Industries All Wayz Concrete Cutting LLC Owner or tradesperson ALLEN, AMBER E Principals ALLEN, AMBER E, PARTNER/MEMBER Doing business as All Wayz Concrete Cutting LLC WA UBI No. 602 992 328 14227 SE 216th ST KENT, WA98042 206-330-3243 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties CONCRETE License no. ALLWAWC875DG Effective — expiration 03/07/2013— 03/07/2015 Bond Wesco Insurance Co Bond account no. 46WB018689 Active. Meets current requirements. $6,000.00 Received by L&I Effective date 03/07/2013 03/06/2013 Expiration date Until Canceled Insurance Security National Insurance $1,000,000.00 Policy no. NA105050801 Received by L&1 Effective date 03/06/2014 03/06/2014 Expiration date 03/06/2015 Insurance history Savings No savings accounts during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602992328&LIC=ALLWAWC875DG&SAW= 12/19/2014