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Permit D18-0230 - NORTHWEST ACCESSORY DISTRIBUTORS - STORAGE RACKS
NORTHWEST ACCESSORY DISTRIBUTORS 17680 WEST VALLEY HWY DI 8-0230 Parcel No: Address: City of Tukwila Department of Community Development 20 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Project Name: DEVELOPMENT PERMIT 2523049017 17680 WEST VALLEY HWY Permit Number: D18-0230 Issue Date: 12/19/2018 Permit Expires On: 6/17/2019 NORTHWEST ACCESSORY DISTRIBUTORS Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TERRENO 17600 WVH LLC 101 MONTGOMERY ST #200 , SAN FRANCISCO, WA, 94104 DILAN DEAN 3500 W VALLEY HWY N STE 101, AUBURN, WA, 98001 RAYMOND HANDLING CONCEPTS CORP 41400 BOYCE ROAD , FREMONT, CA, 94538 RAYMOHC034KB NORTHWEST ACCESSORY DISTRIBUTORS 17680 WEST VALLEY HWY , TUKWILA, WA, 98188 Phone: (503) 446-0761 Phone: (253) 333-2100 Expiration Date: 10/23/2019 DESCRIPTION OF WORK: INSTALLATION OF NEW PALLET RACKING Project Valuation: $32,500.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $1,278.39 Occupancy per IBC: S-2 Water District: RENTON Sewer District: RENTON 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: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 0 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: NO 10 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit a, d agree to the conditions attached to this permit. Signature: n Print Name: P) f4y POO Date: 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: 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. 5: 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. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: 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. 23: The fire sprinkler permit that was issued for the change out of the sprinkler heads, must be inspected and approved. 24: The commodities shall be stored in accordance with the submitted storage plan. Adequate signage of a permanent nature shall be installed. 12: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 10: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 11: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 13: Maintain fire extinguisher coverage throughout. 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 #2437) 15: 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 #2437) (IFC 901.2) 17: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and combustible materials shall be maintained in an approved manner. (IFC 305.1) 18: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one-hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 13-16.1.4) 19: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1) 20: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue spaces shall be maintained. 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. (Th 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 4046 SI-EPDXY/EXP CONC CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. (t) E €k 0;30 Project No. Date Application Accepted: Date Application Expires: 1)-c 17 (For office use only) 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 Site Address: r76 5' V IQ.(/f�Qy 1 I l Tenant Name: �(S1411W -S'C I'1/CCSS6ry pi b l] toots PROPERTY OWNER Name: ✓rey10 ie4+y (oY?aof I on Address:') 1 Moi+90mely Sri JI 'k'2.00 City: Seo F"✓444.iSc o State: Zip:14/09- CONTACT PERSON — person receiving all project communication Name: ©,lel peeti r - Company Name:Aayy►loi7o� tin✓IOtfiAe ih9 CoriG i� Address: 3500 1,,/ volley HWy 1)4C,l4, 103 City: irttA.burn State: W� Zip:i MI Phone: (So*µt6 - 076 I Fax: City: C..t3\/ i na State: C A Email: Atii,,✓arnoiouwiolt4; Com/ 2012 GENERAL CONTRACTOR INFORMATION Name: Nd6r4)►til �S �"0A c.(�SSG/' �fu r - Company Name:Aayy►loi7o� tin✓IOtfiAe ih9 CoriG Company Name: Address:L.t190b Boyo 1`A City: 7 k , w u /4 City: enord. State: CA Ziptts3 9 Phone: Fax: City: C..t3\/ i na State: C A Contr Reg No.: RA Y I f o NC03it K a Exp Date: Q 2012 Tukwila Business License No.: 6041025 3 Z City: H:\Applications\Forms-Applications On Linc\201 I Applications \Permit Application Revised - 8-9-11 .docx Revised: August 2011 bh King Co Assessor's Tax No.: l523O9'1017 Suite Number: Floor: New Tenant: Yes ❑..No ARCHITECT OF RECORD Name: Nd6r4)►til �S �"0A c.(�SSG/' �fu Company Name: Sej'2.l791'C Si C Company Name: Engineer Name: City: 7 k , w u /4 Architect Name: Zip:CM g ' City: C..t3\/ i na State: C A Address: Phone: (471) Wit Fax: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Nd6r4)►til �S �"0A c.(�SSG/' �fu Company Name: Sej'2.l791'C Si C Address: jnyo \) V /'� \, Engineer Name: City: 7 k , w u /4 Address: 1130 Gets g ST Zip:CM g ' City: C..t3\/ i na State: C A Zip:(I7Zy Phone: (471) Wit Fax: )759, Email: Ofi o -LAS �I Sei' si cei c,C04/ LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Nd6r4)►til �S �"0A c.(�SSG/' �fu % & I �I' I f Address: jnyo \) V /'� \, City: 7 k , w u /4 State: J/J� Zip:CM g ' Page 1 of 4 BUILDING PERMIT INFORMATION 206-431-3670 Valuation of Project (contractor's bid price): $ 327 S) Existing Building Valuation: $ Describe the scope of work (please provide detailed information): �{ns a a � �� ar neUa l pot l��l� klq Will there be new rack storage? IX Yes E. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes '„ No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1stFloor 1 15)Ipp L� stf+ 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage 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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes '„ No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 2011 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 O� A�RIZED Signature: 03614 Pea, Print Name: 2 `Ilr / Mailing Address: 3 S0 J GC l ey l-ity Ki� SAY- 10) H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 2011 bh Date: 1/10-0/g Day Telephone: (563)` 46'0V A01.61,0/1 \Al 900/ City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK L.. PAID $1,278.39 D18-0230 Address: 17680 WEST VALLEY HWY Apn: 2523049017 $1,278.39 DEVELOPMENT $1,241.53 PERMIT FEE R000.322.100.00.00 0.00 $737.29 PLAN CHECK FEE R000.345.830.00.00 0.00 $479.24 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $36.86 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R15022 "_ $36.86 $1,278.39 Date Paid: Wednesday, July 25, 2018 Paid By: RAYMOND HANDLING Pay Method: CHECK 266382 Printed: Wednesday, July 25, 2018 3:18 PM 1 of 1 CrRWSYSTEMS i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3 0 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit 1P/8.02 0j PERMIT NO. Pro t (/ /4,9W/ .0/_57-7 Address: /A); ✓A� j `,t/ l7(Q$i> Special Instructions: Type of Inspection: tiiDiNC/ L Date ailed: Date Wanted: a.m. P.M. Requester: Phone No: Approved per applicable codes. J Corrections required prior to approval. COMMENTS: ®i- 5‘1, 0'mD/ C,- <� off/ Pzg s 4) Inspector: (Date: 7--)1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /Meir‘ WW . i Type of Inspection: 90d/4604/G ,it//4L Address: 60 W or awry � , Called: Speciallnstructions% R464 D Wanted:a.m. TAC `� p.m. Requester: DILA✓ Phone No: ‘b...3 'J'/(o o7b/ ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: — AckL.a-s Inspector: Date: i ZS REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedute reinspection. MATERIAL HANDLIN ENGIN FST IFAS SPECIAL PRODUCTS TANK SUPPORTS MACHINERY RACKBLDGS SHEDS MEZZANINES FOOTINGS CONVEYORS TALL SUPPORTS HEADER STEEL SORT PLATFORMS PICK MODULES ROOF VERIFICATION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2018 City of Tukwila BUILDING DIVISION 1130 E. Cypress St STORAGE RACKS SELECTIVE DRIVE-IN PUSH BACK FLOW RACK CANTILEVER OTHER SERVICES SEISMIC ANALYSIS PERMIT ACQUISITION EGRESS PLANS STATE APPROVALS PRODUCT TESTING Licensed in 50 States Analysis of Storage Racks for Northwest Accessory 17680 W. Valley Highway, Tukwila, WA Job No. 18-1626 Approved by: Sal E. Fateen, P.E. 7/13/2018 Covina, CA 91724 SHELVING METAL METAL/WOOD MOVABLE GONDOLAS LOCKERS CATWALKS SPECIAL PRODUCTS SHUTTLES VLM CAROUSELS VRC MODULAR OFFICES FENCES FILE CITY OF TUKWILA JUL 2 5 2018 PERMIT CENTER t9O23O (909) 869-0989 MATERIAL HANDLIN ENGINEERING EST. 1985 TEL 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: Northwest Accessory Raymond Handling Conce 17680 W. Valley Hi Tukwila, WA l ang 7/13/2018 PROJECT#: 20180418_10 Table of Contents Parameters Components and Specifications Loads and Distributions Basic Load Combinations Longitudinal Analysis Column & Backer Analysis Beam Analysis Beam to Column Analysis Bracing Analysis Anchor Analysis Overturning Analysis Baseplate Analysis Slab and Soil Analysis 2 3 7 10 11 12 14 17 18 20 23 24 26 Scope: This storage system analysis is intended to determine its compliance with appropriate building codes with respect to static and seismic forces. The storage racks are prefabricated and are to be field assembled only, with no field welding. r ygyy' .a+moi \�;:� MATERIAL HANDLING,ENGIN ERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 2 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 The storage racks consist of several bays, interconnected in one or both directions,with the columns of the vertical frames being comon between adjacent bays. This analysis will focus on a tributary bay to be analyzed in both the longitudinal and transverse direction. Stability in the longitudinal direction is maintained by the beam to column moment resisting connections, while bracing acts in the transverse direction. CONCEPTUAL DRAWING Some components may not be used or may vary Legend 1. Column 2. Base Plate 3. Anchors 4. Bracing 5. Beam 6. Connector TRIBUTARY AREA TRANSVERSE LONGITUDINAL NOTE: ACTUAL CONFIGURATION SHOWN ON COMPONENTS & SPECIFICATIONS SHEET MATERIAL HANDLINP ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila. WA SHEET#: 3 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 COMPONENTS AND SPECIFICATIONS Configuration 1: Type A L 1.2 Analysis per section 2209 of the 2015 IBC S = 1.43 F = 1.0 1=1 VQ 8 = 130 lbs. Ps,,,, = 1600 lbs. Levels: 2 Panels: 5 Si = 0.53 = 1.5 SDC = D 11,,p . 524 lbs. PSPismic = 1948 lbs. Load per Level \ 1500 lbs S-- ---S36" 54" 104" 240" \ 1500 lbs 54" - L 36" 104" J 36" L 12" *--- 42" H. * 144" FRONT VIEW SIDE VIEW rFRAME BEAM CONNECTOR COLUMN 3.44 x 2.75 - .060 (SSB346C) 3 Pin 2" cc Connector 3 x 3 - .075 (LM20) Steel = 55 ksi Max Static Cap. = 2036 Ib. Stress = 23% Steel = 55000 psi Stress = 78% Stress = 24% (level 1) Max stress = 23% (level 1) HORIZONTAL BRACE Max stress = 78% (level 1) 1.5 x 1.25 - .075 Stress = 11% (panel 1) DIAGONAL BRACE 1.5 x 1.25 - .075 Stress = 20% (panel 3) Base Plate Slab & Soil Anchors Steel = 36000 psi Slab = 6" x 2500 psi Hilti Kwik Bolt TZ (KB -TZ) ESR -1917 7 in. x 5 in. x 0.375 in. 2 anchors/plate Sub Grade Reaction = 50 pci 0.5 in. x 3.25 in. Min. Embed. Moment = 3315 in -Ib. Stress = 5% Slab Bending Stress = 8% (S) Pullout Capacity = 1837 lbs. Shear Capacity = 2678 lbs. Anchor stress = 47% Seizmic Analyzer version 20180709 © Copyright 1991-2016 Seizmic Inc. All rights reserved MATERIAL HANDLINCENGINERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 4 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 COMPONENTS AND SPECIFICATIONS Configuration 2: Type B L 1.2 Analysis per section 2209 of the 2015 IBC S = 1.43 F = 1.0 I= 1 V "g= 130 lbs. PS;a1iC = 1600 lbs. Levels: 2 Panels: 5 S, = 0.53 = 1.5 SDC = D Trans = 524 lbs. PSes, = 1835 lbs. \ Load per Level 1500 Ibs 36" 98" 54" 240" • 1500 lbs 54" –� 98" 36" 36" N. \ 12" `I. `1,— 156" FRONT VIEW 42" -. SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3 x 3 - .075 (LM20) Steel = 55000 psi Stress = 22% (level 1) HORIZONTAL BRACE 1.5x1.25-.075 Stress = 11% (panel 1) DIAGONAL BRACE 1.5 x 1.25 - .075 Stress = 18% (panel 1) 3.44 x 2.75 - .060 (SSB346C) Steel = 55 ksi Max Static Cap. = 1774 Ib. Stress = 90% Max stress = 90% (level 1) 3 Pin 2" cc Connector Stress = 24% Max stress = 24% (level 1) Base Plate Slab & Soil Anchors Steel = 36000 psi 7 in. x 5 in. x 0.375 in. 2 anchors/plate Moment = 3120 in -Ib. Stress = 4% Slab = 6" x 2500 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 8% (S) Hilti Kwik Bolt TZ (KB -TZ) ESR -1917 0.5 in. x 3.25 in. Min. Embed. Pullout Capacity = 1 837 lbs. Shear Capacity = 2678 lbs. Anchor stress = 43% Seizmic Analyzer version 20180709 © Copyright 1991-2016 Seizmic Inc. All rights reserved MATERIAL HANDLINi;wENGINEERING EST. 7885 Id'A 140 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 5 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 COMPONENTS AND SPECIFICATIONS Configuration 3: Type C L 1.2 Analysis per section 2209 of the 2015 IBC = 352 lbs. Ps,q„, = 4420 lbs. S = 1.43 F = 1.0 I= 1 VZ, Levels: 2 Panels: 5 S; = 0.53 fry= 1.5 SDC = D Vrag = 1422 lbs. PSe„,„, = 5139 lbs. s. Load per Level 4320 36” s...... --S 104" 54" 240" 4320lbs 54" 104" 36" 36" L N. N. 12" `I,— 42" —i. 156" FRONT VIEW SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3 x 3 - .075 (LM20) Steel = 55000 psi Stress = 75% (level 1) HORIZONTAL BRACE 1.5 x 1.25 - .075 Stress = 30% (panel 1) DIAGONAL BRACE 1.5 x 1.25 - .075 Stress = 53% (panel 3) 5.75 x 2.75 - .060 (SSB576C) Steel = 55 ksi Max Static Cap. = 4970 Ib. Stress = 88% Max stress = 88% (level 1) 3 Pin 2" cc Connector Stress = 48% Max stress = 48% (level 1) Base Plate Slab & Soil Anchors Steel = 36000 psi 8 in. x 8 in. x 0.375 in. 4 anchors/plate Moment = 5833 in -lb. Stress = 7% Slab = 6" x 2500 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 21% (S) Hilti Kwik Bolt TZ (KB -TZ) ESR -1917 0.5 in. x 3.25 in. Min. Embed. Pullout Capacity = 1584 lbs. Shear Capacity = 2678 lbs. Anchor stress = 72% Seizmic Analyzer version 20180709 © Copyright 1991-2016 Seizmic Inc. All rights reserved MATERIAL HANDLINGd.`ENGIN RING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 6 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 COMPONENTS AND SPECIFICATIONS Configuration 4: Type D L 1.2 Analysis per section 2209 of the 2015 IBC Sr = 1.43 F = 1.0 1= 1V = 244 lbs. Ps;"„, = 3030 lbs. Levels: 3 Panels: 5 Si = 0.53 P = 1.5 SDC = D nTras = 987 lbs. Psis, = 3017 lbs. 1r Load per Level 1920 lbs 36” 66" 54" 1920 lbs 240" 66" S-- —S 54" 1920 lbs 36" 66" 1 36" \ 12'• `i. `i. `-- 168" FRONT VIEW 42" -. SIDE VIEW FRAME BEAM CONNECTOR COLUMN 3 x 3 - .075 (LM20) Steel = 55000 psi Stress = 28% (level 1) HORIZONTAL BRACE 1.5 x 1.25 - .075 Stress = 21% (panel 1) DIAGONAL BRACE 1.5 x 1.25 - .075 Stress = 34% (panel 3) 4.13 x 2.75 - .060 (SSB416C) Steel = 55 ksi Max Static Cap. = 2178 lb. Stress = 92% Max stress = 92% (level 1) 3 Pin 2" cc Connector Stress = 29% Max stress = 29% (level 1) Base Plate Slab & Soil Anchors Steel = 36000 psi 7 in. x 5 in. x 0.375 in. 2 anchors/plate Moment = 3904 in -lb. Stress = 7% Slab = 6" x 2500 psi Sub Grade Reaction = 50 pci Slab Bending Stress = 14% (S) Hilti Kwik Bolt TZ (KB -TZ) ESR -1917 0.5 in. x 3.25 in. Min. Embed. Pullout Capacity = 1837 lbs. Shear Capacity = 2678 lbs. Anchor stress = 51% Seizmic Analyzer version 20180709 © Copyright 1991-2016 Seizmic Inc. All rights reserved is MATERIAL HANDLIN ENGINEERING EST. 1985 TEL 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 7 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 Loads and Distributions: Type C Determines seismic base shear per Section 2.6 of the RMI & Section 2209, of the 2015 IBC # of Levels: 2 Pallets Wide: 3 Pallets Deep: 1 Pallet Load: 1440 Total Frame Load: 8840 lbs SD, =2/3•S,•Fn= 0.95 S,,, = 2/3 • S, • F,. = 0.53 Ws = 0.67 • WPL + WDL = 5988 lbs SDC: D R : 6 WPL: 8640 Rr: 4 WDL: 200 lbs Fa: 1 Fv: 1.5 Tl: 1.5 Seismic Shear per RMI 2012 2.6.3: Longitudinal =C I 'W q p :pp = SDI / (TL • R1,) • 1, • Ws =0.53 /(1.5.6)• 1 • 5988 = 352.63 lbs V,o. need not be greater than: Vlangz = Cs • Ip • Ws = SDs / R,- • I, • W, = 0.95 /6.1.5988=948.1lbs If S, >= 0.6, then Vic. shall not be less than: Vlong3 = Cs • I, • Ws =0.5•S,/R•IP•W, =0.5.0.53.1 5988=265.97 lbs V o� shall not be less than: Vlong4 = C, • Ip Ws =Max[0.044•SD„ 0.5•S,/RL,0.03]•1P•Ws = Max[0.04, 0.04, 0.03] • 1 •5988 = 265.97 lbs Since: 352.63 <= 948.1 & 352.63 >= 265.97 & 352.63 >= 265.97 V.28 = 352 lbs Ss: 1.43 SI: 0.53 Ip: 1 Transverse ELn EL 5 v ELI EL3 EL 2 EL 1 F1 F3 F5 V,., need not be greater than: =Cs.I,•Ws = SD, /R.,•1,• W, =0.95/4.1.5988=1422.15 lbs If S, >= 0.6, then V,� shall not be less than: Vn s2 = Cs' I,W =0.5•S,/Rr'IP W, = 0.5 0.53 1 •5988 = 398.951bs Vim. shall not be less than: V 3=Cs•I,•Ws =Max[0.044•SDS, 0.5•S, / ft, , 0.03] I,' W, = Max[0.04, 0.07, 0.03] • 1.5988 = 398.95 lbs Since: 1422.15 >= 398.95 & 1422.15 >= 398.95 Vtr22, = 1422 lbs MATERIAL HANDLINGENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 8 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 Loads and Distributions: Type C (Page 2) WH f. — V EWH. Longitudinal Transverse Level h w w h f. 1.4. hr f 1 104 4420 459680 117.33 4420 459680 474 2 208 4420 919360 234.67 4420 919360 948 INC MATERIAL HANDLIN3 ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: Northwest Accessory Raymond Handling Conce 17680 W. Valley Hi Tukwila, WA 9 ang 7/13/2018 PROJECT#: 20180418_10 Fundamental Period of Vibration (Longitudinal) Per FEMA 460 Appendix A - Development of An Analytical Model for the Displacement Based Seismic Design of Storage Racks in Their Down Aisle Direction T=2 F,,NL1 Wpihpi2 9 NC( 'kk+ kbe) + Nb kbC+ lickbkce e ) Where: W = the weight of the ith pallet supported by the storage rack hp; = the elevation of the center of gravity of the ith pallet with respect to the base of the storage rack g = the acceleration of gravity NL, = the number of loaded levels ke = the rotational stiffness of the connector kb = the flexural rotational stiffness of the beam -end kb = the rotational stiffness of the base plate k00 = the flexural rotational stiffness of the base upright -end Ne = the number of beam -to -upright connections Nb = the number of base plate connections 6EI, kbe = kb = L 4EI H EI H L = the clear span of the beams H = the clear height of the upright Ib = the moment of inertia about the bending axis of each beam 1e = the moment of inertia of each base upright E = the Young's modulus of the beams Calculated T = 3.95 Since the calculated T is greater than 1.5, the more conservative value of 1.5 is used in the calculations (A-7) # of levels 2 min. # of bays 3 Ne 24 Nb 8 kc 300 kip-in/rad kb, 4757 kip-in/rad kb 165 kip-in/rad kCe 663 kip-in/rad ], 4.19 in" L 156 in 1 1.17 in' H 208 in E 29500 ksi Level hp, Wm 1 153 in 4 kip 2 258 in 4kip MATERIAL HANDLING`ENGINEERING EST. 1985 w TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 10 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 LRFD Basic Load Combinations: Type C 2015 IBC& RMI / ANSI MH 16.1 V T,a,,, = 1,422 lbs V Long = 352 lbs P = Product Load / 2 = 4,320 lbs D = Dead Load ' 0.5=100lbs = E,f„s hs = 246,480 in -lbs p = 0.7 ET„n, = MT,an„ / frame depth = 5,868 lbs = 1 .0 (Uplift combination only) p =1 SDS = .95 L = Live Load = 0 lbs S = Snow Load = 0 lbs R = Rain Load = 0 lbs Lr = Live Roof Load = 0 lbs W = Wind Load = 0 lbs Basic Load Combinations 1. Dead Load=1.4D+1.2P = (1.4 .100) + (1.2 4,320)= 5,324 lbs 2. Gravity Load=1.2D+1.4P+1.6L+0.5(L,orSorR) =(1.2.100)+(1.4.4,320)+(1.6.0)+(0.5.0)=6,168 lbs 3. Snow/Rain = 1.2D + 0.85P + (0.5L or 0.5W) + 1.6(L, or S or R) = (1.2.100) + (0.85 .4,320) + (0.5 0) + (1.6.0)= 3,792 lbs 4. Wind Load = 1.2D + 0.85P + 0.5L + 1.0W + 0.5(L, or S or R) = (1.2.100) + (0.85 .4,320) + (0.5 0) + (1.0 .0) + (0.5.0)= 3,792 lbs 5A. Seismic Load (Transverse) = (1.2 + 0.2SDS)D + (1.2 + 0.2SDS)JIP + 0.5L + pET,a,,, + 0.2S =(1.2+0.2'.95)' 100+(1.2+0.2•.95)•0.7.4,320+0.5.0+ 1 5,868+0.2.0= 10,210 lbs 5B. Seismic Load (Longitudinal) = (1.2 + 0.2SDS)D + (1.2 + 0.2SDS)13P + 0.5L + pELofls + 0.2S =(1.2+0.2•.95)• 100+(1.2+0.2•.95)•0.7.4,320+0.5 0+ 1.0+0.2.0=4,342lbs 6. Wind Uplift = 0.9D + 0.9P8p„ + 1.0W =0.9. 100+0.94,320+ 1.0'0 =901bs 7. Seismic Uplift = (0.9 - 0.2SDS)D + (0.9 - 0.2SDS)pPa� - pET,a,,, = (0.9 - 0.2 • .95) • 100 + (0.9 - 0.2..95) 1 4,320 - 15,868= -2,730 lbs For a single beam, D = 52 lbs P = 2,160 lbs 1 = 270 lbs 8. Product/Live/Impact = 1.2D + 1.6L + 0.5(SorR) + 1.4P + 1.4I (1.2.52)+(1.6.0)+(0.5.0)+(1.42,160)+(1.4270)=3,464lbs ASD Load Combinations for Slab Analysis 1. (1 + 0.105S'Ds)D + 0.75((1.4 + 0.14SDs)1P + 0.7pE) = (1 + 0.105 .95) 100 + 0.75((1.4 + 0.14 .95) 0.7 4,320 + 0.7.1.5,868)= 6,6671bs 2. (1 + 0.14SDS)D + (0.85 + 0.14SDS)pP + 0.7pE = (1 + 0.14 .95) 100 + (0.85 + 0.14 .95) 0.7 4,320 + 0.7 1.5,868= 7,193 lbs 3. D + P = 100 + 4,320 = 4,420 lbs MATERIAL HANDLING, ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: Northwest Accessory Raymond Handling Conce 17680 W. Valley Hi Tukwila, WA 11 ang 7/13/2018 PROJECT#: 20180418_10 Longitudinal Analysis: Type C This analysis is based on the Portal Method, with the point of contra flexure of the columns assumed at mid -height between beams, except for the lowest portion, where the base plate provides only partial fixity and the contra flexure is assumed to occur closer to the base (or at the base of pinned condition, where the base plate cannot carry moment). MCaffR = MCamd. = MCaM Mco„n = ((MuP1„ + MLo„.„) / 2) + Mrnd, Via = V / # of columns = 176 lbs MBo. = 5833 in -lbs MLow,r = ((V,,1 • h,) - /AB_ (176 lbs • 102 in.) - 5833 in -lbs = 12119 in - lbs FRONT ELEVATION Levels h; f Axial Load Moment Beam End Connector Moment Moment 1 104 59 4,420 12,119 4,574 13,684 2 104 117 2,210 6,101 4,574 7,624 MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 12 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 COLUMN ANALYSIS: Type C ( Level 1 ) Analyzed per RMI. AISI 2012 (LRFD) and the 2015 IBC. Section subject to torsional or flexural -torsion buckling (Section C4.1.2) K„ .I„, /Rx =1.2102/1.26 K,•L /R =1 • 36/1.115 KL/R = 97.13 = 32.29 = 97.13 ro=(r2+r+X2)"2 Y2 = (1.262 + 1.1152+ -2.8382)112= 3.299 in. =1 - (Xo/ro)2 = 1 - (-2.838/3.299)2= 0.26 = WE/ (KL/r) gx2 = 3.142.29500 / 97.132 = 30.863 ksi F2=(1/2$)((o +o)2-(4f3o o))"2) = (1 / (2 0.26)((30.863 + 106.323) - (30.863 + 106.323)2 - (4.0.26.30.863 106.323))1'2)= 25.116 ksi where: a =171E / (K L / Rx)2 = 3.142 29500 / 97.132= 30.863 ksi o =1 /Ar2(GJ+(172EC,)/(IL)) = 1 / 0.737 3.2992(11300 0.001 + (3.142 29500 2.387) / (0.8 36)2) = 106.323 ksi F = Min(F„ Fes) =25.116 ksi P =Aem•F = (F /F)n= (55 / 25.116)"2= 1.48 Since Xe < 1.5: F = (0.658"(x°2)) - F. = 21.994 Thus: P = 13265 lbs P = 11275 lbs (Eq. C3.1.2.1- 7) (Eq C4.1.2-3) (Eq C4.1.1-1) (Eq C4.1.2-1) (Eq C3.1.2-11) (Eq C3.1.2-9) (Eq C4.1-1) (Eq C4.1-4) (Eq C4.1-2) 3x3-.075 SECTION PROPERTIES Depth 3 in. Width 3 in. t 0.074 in. Radius 0.125 in. Area 0.737 in.2 AreaNet 0.631 in.2 Ix 1.17 in.° S 0.78 in.3 Sx Net 0.722 in.3 R 1.26 in. I 0.916 in.4 S,. 0.532 in.3 R,. 1.115 in. J 0.001 in.° 2.387 in.6 Jx 3.114 in. X. -2.838 in. Kx 1.2 Lx 102 in. K2 1 L,, 36 in. K, 0.8 F), 55 ksi Fu 0 ksi Q 0.9 G 11300 ksi E 29500 ksi Cr„, 0.85 C, -1 C, 1 C1f 1 Phi, 0.9 Phi° 0.85 MATERIAL HANDLINISENGINEtRING EST. 1985 TEL 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila. WA SHEET#: 13 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 COLUMN ANALYSIS: Type C ( Level 1 ) Analyzed per RMI. AISI 2012 (LRFD) and the 2015 IBC. Lateral -torsional buckling strength [Resistance] (Section C3.1.2) Po = P oqi, = 28197 lbs Where: Pao = AeF = 0.603 55 = 33173 lbs F F F F. = M = SAF = S„,;,,F =1.,, oA(cya,)'rz/Sr=178.489 ksi =CAax(/+C(j2+ 02(a /ox))12)/(CIES,)=109.48ksi = (CI72EdI / (S,(IcL )2 = 791.132 ksi =109.48 ksi Since: 0.56F. <2.78F F=(10/9)F(1-(10F, / 36F)) = 52.6 ksi Reduced F ea =1 - ((1 - Q) / 2) • (F /F)Q F = 50.1 ksi M„, = 36172 in -lbs A/1„, = 26638 in -lbs ay P,a�x M = 32554 in -lbs M O, 23974 in -lbs = n2EI /(K,Lx)2= 22737 lbs = n2EI / (IcL )2 = 205694lbs = (1 - (0,1) / P„))= 0.827 =(1 - (0P/Py))=0.981 =10,210 lbs P,,5 4,342 lbs = M = 12119 in -lbs M=M P_5,=(1.2•D)+(1.4•P)=6168lbs P s /P = 6168 / 11275 = 0.55 Static Stress = 54% Since: P, /P >= 0.15 Stressl =P,/P +M /(O9Mx)+M /(09M) = ((4,342 / 11275) + (12119 / 32554) + (1 / 23974)) = 75% Stress2=P,/Po+CM/(O,Mxa,)+CyM/(0„Ka) (Eq C5.2.2-1) = (4,342 / 28197) + (0.85 12119 / 32554 0.827)) + (0.85 .1 / 23974 0.981))) = 53% Stress3 P, / Pao = 10,210 / 28197 =36% Column Stress = Max(Stressl, Stress2, Stress3, Static) = 75% (Eq C3.1.2.1-1) (Eq 3.1.2.1-4) (Eq 3.1.2.1-10) (Eq C3.1.2.1-2) (Eq C5.2.2-6) (Eq C5.2.2-7) (Eq C5.2.2-4) (Eq C5.2.2-5) (Eq C5.2.2-2) (Eq C5.2.2-2) 3x3-.075 SECTION PROPERTIES Depth 3 in. Width 3 in. t 0.074 in. Radius 0.125 in. Area 0.737 in.2 AreaNet 0.631 in.' 1x 1.17 in.' Sx 0.78 in.' SXNet 0.722 in.' R 1.26 in. 1y, 0.916 in.4 S, 0.532 in.3 R 1.115 in. J 0.001 in.' C. 2.387 in.' Jx 3.114 in. X. -2.838 in. Kx 1.2 Lx 102 in. IS 1 L, 36 in. K, 0.8 F 55ksi F. 0 ksi Q 0.9 G 11300 ksi E 29500 ksi C., 0.85 C -1 Cb 1 C,, 1 Phi, 0.9 Phi. 0.85 MATERIAL HANDLING�ENGIN RING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET/4: CALCULATED BY: DATE: PROJECT/4: Northwest Accessory Raymond Handling Conce 17680 W. Valley Hi Tukwila, WA 14 ang 7/13/2018 20180418 10 BEAM ANALYSIS Type C Determine allowable bending moment per AISI Check compression flange for local buckling (B2.1) Effective width w = C - 2t - 2r = 1.856 - (2.0.06) - (2.0.065) = 1.61 in. w/t = 1.606 / 0.06 = 26.86 X = (1.052 / k1/2) • (w/t) . (F / E)112 = (1.052 / 2) • 26.86 • (55 / 29500)1/2 = 0.61 <= 0.673: Flange is fully effective. Check web for local buckling (B2.3) f(comp) = F • (y31 y2) = 55 * 2.95 / 3.08 = 52.77 ksi f2(tension) = F • (y, l y2) = 55 * 2.55 / 3.08 = 45.6 ksi = - (1;14) = -(45.6 / 52.77) = -0.86 Buckling coefficient k = 4 + 2 • (1 - 'P)3 + 2 • (1 - `P) = 4 + 2(1 - -0.86)3 + 2(1 - -0.86) = 20.69 Flat Depth w = yl + y3 = 2.55 + 2.95 = 5.5 w/t = 5.5/0.06 = 91.98 w/t < 200: OK X = (1.052 / k112) • (w/t) • U / E)1/2 = (1.052 / 2) • 91.977 • (52.77 / 29500)1/2 = 0.9 b1=w•(3-`P) = 6•(3--0.86) = 21.25 b2 = w/2 = 2.75 bl + b2 = 21.25 + 21.25 = 24.0 Web is fully effective Determine effect of cold working on steel yield point (FYA) per section A7.2 Corner cross-sectional area Lc = (II / 2) • (r + t / 2) = (FI / 2) • (0.065 + 0.06 / 2) = 0.149 Lf = effective width = 1.606 C = 2 • L,1 L f+ 2 • L = 2 . 0.149 / 1.606 + 2 • L, = 0.1567 m = 0.192•(F /F)-0.068 = 0.192•(70/55)-0.068 = 0.1764 B� = 3.69•(Fut F)-0.819•(F,/F)2- 1.79 = 3.69 • (70 / 55) - 0.819 • (70 / 55)2 - 1.79 = 1.58 Fu/Fy = 70 / 55 = 1 r/t = 0.065 / 0.06 = 1.089 >=1.2=OK <=7=OK F = B„•F,l(r/t)'" = 1.58.55/(1.089)'" = 86 F_t =C•F +(I -C) F,=0.157.86+(1-0.157)•55=60 F p_bo„on, = F atop • Ycg l (A - Ycg) = 60 • 2.67 / (5.75 - 2.67) = 52 5.75 x 2.75 - .060 Top flange width C = Bottom width B = Web depth A = Beam thickness t = Radius r = Fy = Fu = Y1 = Y2 = Y3 = Ycg = Ix = Sx = E= FBeam F = Beam Length L = 1.856 in. 2.75 in. 5.75 in. 0.06 in. 0.065 in. 55 70 2.55 3.08 2.95 2.67 4.19 1.36 29500 300 156 S�1 -" ' SEIZMIC �J ! PROJECT: Northwest Accessory FOR: Raymond Handling Conce INC " ADDRESS: 17680 W. Valley Hi Tukwila, WA MATERIAL HANDLING ENGINEERING SHEET#: 15 EST. 1885 CALCULATED BY: ang DATE: 7/13/2018 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT#: 20180418_10 BEAM ANALYSIS Type C Check Allowable Tension Stress for Bottom Flange Lflange-bor = B - (2 ' r) - (2 • t) = 2.75 - (2 . 0.065) - (2 ' 0.06) = 2.5 Cbonom = 2 ' Lo / (Lffange-bo, + 2 • Le) = 2 . 0.149 / (2.5 + 2 • 0.149) = 0.107 Fy-bottom = Cbouom • Fyc + (1 - Cbonom) • Fy = 0.107. 86 + (1 - 0.107) • 55 = 58.26 F,a = F,a-,or = 59.79 ksi Determine Allowable Capacity For Beam Pair (Per Section 5.2 of the RMI, PT II) Check Bending Capacity Mcen, = 4)•Mn = W•L•52•Rm/8 52 = LRFD Load Factor = (1.2 • DL + 1.4 • PL + 1.4.0.125 • PL) / PL For DL = 2% of PL: S2 = 1.2.0.02+ 1.4+1.4.0.125 = 1.6 Rm = 1-((2•F•L)/(6•E•1 +3•F•L)) = 1 - ((2.300. 156) / (6.29500.4.19 + 3 •300. 156)) = 0.89 M = 4)•F •S = 77.46 in -kip W = 4) • M • 8 • (# of Beams) / (L • Ra, • SI) = (77.46.8.2) / (156.0.89.1.6) = 5558 lbs/pair Check Deflection Capacity emax = ess • Rd =L/180 max Rd = 1-(4•F•L)/(5•F•L+10•E•I) = 1 - (4 • 300. 156) / (5 . 300. 156 + 10 . 29500 .4.19) = 0.87 eSS = (5 • (384 • •E' 4) L / 180 = (5 • W • L3 • Rd) / (384 • E • 4 •(#ofBeams)) W = (384•E•I •2)/(180.5•L2•Rd) = (384 • 29500 •4.19 • 2) / (180 • 5 • 1562 • 0.87) • 1000 = 4970lbs/pair 5.75 x 2.75 - .060 Top flange width C = 1.856 in. Bottom width B = 2.75 in. Web depth A = 5.75 in. Beam thickness t = 0.06 in. Radius r = 0.065 in. Fy = 55 Fu = 70 Y1 = 2.55 Y2 = 3.08 Y3 = 2.95 Ycg = 2.67 Ix = 4.19 Sx = 1.36 E = 29500 FBeam F = 300 Beam Length L = 156 MATERIAL HANDLING ENGINEERING EST. 1985 � TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: PROJECT#: Northwest Accessory Raymond Handling Conce 17680 W. Valley Hi Tukwila, WA 16 ang 7/13/2018 20180418 10 Allowable and Actual Bending Moment at Each Level MralicW12 / 8 M ilow,smec—W llow,smtic ' 12 / 8 Meismlc=Mcomn Mrlow,seismicux • Fb Level Ail static 't? now,static M eismic M Ilow,seismic Result 1 43,056 48,457 6,842 48,457 Pass 2 43,056 48,457 3,812 48,457 Pass MATERIAL HANDLIMUNG-1140RING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 17 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 Beam to Column Analysis: Type C 1. Shear Strength of Pin Pin Diameter = 0.438 in. F. = F., = 54000 psi Ah= d2 n/4=0.15 in. P. = A, • F. = 8136.39 lbs PShenr = (01),, = 0.75 • PO = 6102 lbs 2. Bearing Strength of Pin Column Thickness to = 0.07 in. Since d/t.<10 C=3 mf = 1.0 Fu = 65000 psi P.= C•mf•d•tC•F„=6320.34lbs PBcerin5 = OP. = 0.75. 6320.34 = 4740 lbs 3. Moment Strength of Bracket Edge Dist. = 1 in. Tchp = 0.179 in. Sou, = 0.127 in.' M„ = Sc F = 6985 in -lbs MSUensm = C= d= AISI Table E3.4-1 AISI Table E3.4-1 AISI E3.3.1 -1 AISI C3.1.1 -1 OM„ = 0.9 M„ = 0.9 Sc, - F}, = 6286.5 in -lbs 1.67 Edge Dist. / 2 = 0.5 in. c d • P„P / (c • d) = 7542 lbs Minimum Value of P1 Governs P1 = Min(PShear, PBcarine, PC,;P) = 4740 lbs McOff.A„O,,.= (Pi • 4.5) + (P, • (2.5 /4.5)•2.5)+(P,•(0.5 /4.5)•0.5)=28176.67 in -lbs P2 P3 MATERIAL HANDLING ENGINRING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 18 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 BRACE ANALYSIS Type C (Panel 3) Analyzed per RML AISI 2012 (LRFD) and the 2015 IBC. Section subject to torsional or flexural -torsion buckling (Section C4.1.2) ISL /I K L /R KL/Rmar =0.60/0.614 = 1 60 / 0.404 = 97.66 =148.63 =148.63 r=(r2+rY2+X2)1/2 = (0.6142 + 0.4042 + -0.9172)" 2 = 1.175 in. 13 =1 - (Xo/ro)2 = 1 - (-0.917/1.175)2= 0.391 =172E / = 3.142.29500 / 148.632= 13.181 ksi Fee =(1 /2(3)((o + 6)2 - (4)3C7, ))12) = (1 / (2 0.391)((30.53 + 17.818) - (30.53 + 17.818)2 - (4 0.391.30.53 17.818))12)=12.519 ksi where: vz =172E/ (ISL /R)2 = 3.142.29500 / 97.662 = 30.53 ksi o =1 /A r2(GJ + (172EC,„) / (K,L,)2) = 1 / 0.279 1.1752(11300 0.001 + (3.142.29500.0.015) / (0.8.60)2) = 17.818 ksi F, F = Min(F„ Fez) =12.519 ksi P =Aeff k = (F /F)72= (36 / 12.519)1'2= 1.696 Since Xe >= 1.5: F = (0.877 / k2)• • 1 = 10.979 Thus: P = 3064 lbs P. = 2604 lbs (Eq. C3.1.2.1- 7) (Eq C4.1.2-3) (Eq C4.1.1-1) (Eq C4.1.2-1) (Eq C3.1.2-11) (Eq C3.1.2-9) (Eq C4.1-1) (Eq C4.1-4) (Eq C4.1-3) 1.5 x 1.25 - .075 SECTION PROPERTIES Depth 1.5 in. Width 1.25 in. t 0.075 in. Radius 0.112 in. Area 0.279 in.2 AreaNet 0.279 in.' Ix 0.105 in.° Sr 0.141 in.3 S, Net 0.141 in.' R, 0.614 in. I}, 0.046 in.' S,. 0.056 in.' Ry 0.404 in. J 0.001 in.4 C 0.015 in.' J, 1.183 in. Xe -0.917 in. K, 0 L 60 in. K7• 1 L 60 in. Kt 0.8 Fy. 36 ksi Fu 42 ksi Q 1 G 11300 ksi E 29500 ksi Cm, 0.85 C, -1 C, 1 Cts Phi, 0.9 Phie 0.85 MATERIAL HANDLING,ENGINEERING EST. 1885 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 19 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 BRACE ANALYSIS Type C (Panel 3) Analyzed per RMI, AISI 2012 (LRFD) and the 2015 IBC. Lateral -torsional buckling strength [Resistance] (Section C3.1.2) P, =P0�=85401bs Where: P„, = AeF = 0.279.36 = 10047lbs M=M=SF=Sn;nF F� =CboA(o yo )'n / Sf = 54.46 ksi F = CAo-(j +C(j2+ro2(o- /ox))"2)/(CTFSf)= 18.331 ksi F = (C6 n2Edi ,) / (S(K L) 2 = 39.287 ksi F.mi„ =18.331 ksi Since: F <= 0.56Fy F, = F =18.331 ksi Reduced F =1 - ((1 - Q) / 2) • (F /F )Q • F = 18.3 ksi NI r = 2571 in -lbs M =1019 in -lbs M. OE PEx PEy Max P, VTians Lore Voje5 = 2314 in -lbs M yO, 917 in -lbs =112EI / (I Lx)2 = 8524 lbs = n2EIy / (I'Z,L )2 = 3679 lbs = 3064 lbs = 974 lbs = ((L - 6)2 + (D - 2B)2)112 = 60 in. = (VT, ,,S • LD1eS) / D = 1624 lbs Brace Stress = VD4 /P = 53% M=Mme (Eq C3.1.2.1-1) (Eq 3.1.2.1-4) (Eq 3.1.2.1-10) (Eq C3.1.2.1-3) (Eq C5.2.2-6) (Eq C5.2.2-7) 1.5 x 1.25 - .075 SECTION PROPERTIES Depth 1.5 in. Width 1.25 in. t 0.075 in. Radius 0.112 in. Area 0.279 in.' AreaNet 0.279 in.2 Ix 0.105 m." Sx 0.141 in.' Sxr,e, 0.141 in.3 R 0.614 in. Iy 0.046 in.4 S 0.056 in.' Ry, 0.404 in. J 0.001 in.' C,, 0.015 in.' J. 1.183 in. X. -0.917 in. Kx 0 Lx 60 in. K 1 L 60 in. K 0.8 Fy, 36 ksi F„ 42 ksi Q 1 G 11300 ksi E 29500 ksi Cmx 0.85 C, -I Cb 1 C« 1 Phi, 0.9 Phi, 0.85 INC MATERIAL HANDLING ENGINRING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 20 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 POST -INSTALLED ANCHOR ANALYSIS PER ACI 318-14, CHAPTER 17 Configuration 3 Type C Assumed cracked concrete application Anchor Type 1/2" dia, 3.25" hef, 6" min. slab ICC Report Number ESR -19171.5 hef = 4.875 in. Slab Thickness (ha) = 6.000 in. Ca, = 12 useCa, ad] = 4.875 in. Min. Slab Thickness (h,,,a) = 6 in. Cat = 12 useC zadj = 4.875 in. Concrete Strength (f) = 2500 in. Diameter (d) = 0.5 in.3 • hef = 9.75 in. Nominal Embedment (hada,) = 3.5 in. Effective Embedment (hef) = 3.25 in. S, = 6 in. useS1adt, = 6 in. Number of Anchors (n) = 4 S2 = 6 in. useS2 adj = 6 in. e'N = 0 e'V = 0 From ICC ESR Report Ase = 0.101 sq.in. faQ = 106000 psi Sm. = 2.375 in. Cana = 2.375 in. CQa = 7.5 in. NP,„ = 4915 in. Adj. Strength Tension Capacity = 2112 lbs 0.75 1584 lbs Shear Capacity = 3571 lbs 0.75 2678 lbs I f' ►-I1-� �'T� ►l 1.5Cat si 1.5Cal Nc MATERIAL HANDLING"'ENGINEERING EST. 1985 ~ TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 21 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 ANCHOR ANALYSIS - TENSION STRENGTH Configuration 3 Type C Steel Strength 17.4.1 = 0.75 17.3.3. a i 4)/V a = OnAsefaa = 0.75 •4.0.101 • 106000 = 32,118 lbs 17.4.1.2 Concrete Breakout Strength ONbg = 0.65 ANc = (Cal,adj + S1,ad1 + 1 .5he) ' (C2,4+ + Szadj + 1.5hef) = 248.063 sq.in. ANeO = 9hel = 95.063 sq.in. Check if ANea > ANe ANe / ANeO = 2.609 ecN = 1 ed,N = 1 Yc,N = 1 ke = 17 = 1 17.4.2 17.3.3 b i 17.4.2.4 17.4.2.5 17.4.2.6 17.4.2.2 N5 = ka,,a(f)° 5(he f)1 S = 4,980 lbs 17.4.2.2 d `mYcpN = 1 17.4.2.7 TNbg = 4)(ANc l ANco)(wecN)(T edN)(�N)(�l'cp1,1, 17.4.2.1 0.65 • (248.063 / 95.063) • 1 • 1 • 1 • 1 •4980 = 8,447 lbs Pullout Strength 4)N 17.4.3 = 0.65 17.4.2 = 1 17.4.3.6 cp (1)Na = 4'cpN,er(f / 2500)° 5 = 12,7791bs 17.4.3.1 Steel Strength (NN) = 32,118 lbs Embedment Strength - Concrete Breakout Strength (4)/V,55) = 8,447 lbs Embedment Strength - Pullout Strength (4)N1,) = 12,779 lbs MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 22 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 ANCHOR ANALYSIS - SHEAR STRENGTH Configuration 3 Type C Steel Strength 4)V o V p = 5495 / Anchor -- per report = 0.65 NVQ = 4)n VQ = 0.65 •4. 5495 = 14,287 Ibs Concrete Breakout Strength 4) V bg = 0.7 AVc = (1.5Co,+S,01+1.5Co,)hp = 252 sq.in. 17.5.1 17.3.3. Condition a ii 17.5.1.2a 17.5.2 17.3.3 Condition b i AVco = 3CQ,hp = 216 sq.in. Check ifAVco>AVc AVc/AVco = 1.167 `Pea v = 1 17.5.2.5 `Ped. v = 0.9 17.5.2.6 1P,,v = 1 17.5.2.7 Ph,V = 1.732 17.5.2.8 = 0.5 in. 17.5.2.2 = 0.5 in. 17.2.6 = 1 The smaller of 7(4 / d)02(da)o.5Aq( f)o.5.11.5 and 9)(f)°511•5 = 11,818 Ibs 17.5.2.2 a, 17.5.2.2 b 41Vbg = 4)(A Vc /AVco)(`Pec,v)(`Pedv)('Pc,v)(`Ph.v)( J') 17.5.2.1 0.7 • (252 / 216) • 1 • 0.9 • 1 • 1.732 • 11,818 = 30,089 Ibs Pryout Strength 4 Vpg 17.5.3 4) = 0.7 17.3.3 Condition b K = 2 17.5.3.1 cp Nbg = 12,995 Ibs V pg = (1:1Kcp1V bg = 0.7 •2 • 12995 = 18,193 Ibs Steel Strength (4)J) = 14,287 Ibs Embedment Strength - Concrete Breakout Strength (0V bg) = 30,089 lbs Embedment Strength - Pryout Strength (4)V pg) = 18,193 lbs SEIZMIC •l i. '�Y w .. MATERIAL HANDLING ENGINEERING EST. 1885 TEL 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: FOR: ADDRESS: SHEET#: CALCULATED BY: DATE: PROJECT#: Northwest Accessory Raymond Handling Conce 17680 W. Valley Hi Tukwila, WA 23 ang 7/13/2018 20180418 10 OVERTURNING ANALYSIS Type C Per RMI Sec 2.6.9 and ASCE7-10. Sec 15.5.3.6. Weight of rack w/ every level loaded 67% capacity, & Top Loaded only EVERY LEVEL LOADED TO 67% CAPACITY. FULLY LOADED Wpi = 86401bs. Wa, = 2001bs. Wpi • 67% = 8640. 0.67 = 57881bs. Vrnns = (2/3 • 1 • 1.43 • 1 • ((0.67 •5788) + 200)) / 4 = 9681bs. Per RMI 2012 2.6.9 Mow = Vrnns • Ht = 968 • 223 = 215864 in -lbs = E(W,I + Wai)•d 12 = (5788 + 200) • 42 / 2 = 125764 in -lbs P 6,, = 1 • (M0, - M1) / d = (215,864 - 125,764) / 42 = 2,145 lbs PMaoown = 1 • (11/10,1 + M,) l d = (215,864 + 125,764) / 42 = 81341bs TOP SHELF LOADED Shear = 1073 lbs M = V,np • Ht = 1,073 • (208 + ((104 - 10) / 2)) = 273615 in -lbs M = E(Wpr + Wai)•d/2 = (4320 + 200) • 42 / 2 = 94920 in -lbs Pnp,o = 1 • (Mow - M,) l d = (273,615 - 94,920) / 42 = 4,254 lbs. ANCHORS No. of Anchors : 4 Pull Out Capacity per Anchor : 1584 lbs Shear Capacity per Anchor : 2678 lbs COMBINED STRESS Fully Loaded = ((2145 / 4) / 1584) + ((968 / 8)) / 2678) Top Shelf Loaded = ((4254 / 4) / 1584) + ((1073 / 8)) / 2678) Seismic UpLift Critical (LC#7B) _ ((2730 / 4) / 1584) / 1 w F6 V F2 F1 F4 F3 F5 P uplift D^1 CROSS AISLE ELEVATION = 0.38 = 0.72 = 0.43 MATERIAL HANDLING ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila. WA SHEET#: 24 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 BASE PLATE ANALYSIS Type C The base plate will be analyzed with the rectangular stress resulting from the vertical load P, combined with the triangular stresses resulting from the moment Mb (if any). Three criteria are using in determining Mb: 1. Moment capacity of the base plate 2. Moment capacity of the anchor bolts 3. Vcol * h/2 (full fixity) Mb is the smallest value obtained from these three criteria. = 36000 psi Pear = 4420 Ibs MBase = 5833 in -lbs P/A = Peor / (D • B) = 4420 lbs / (8 • 8) = 69.06 psi fb = Mariel(D•B2/6) = 5833/(8.82/6) = 68.36 psi f2 = fb•(2•b,/B) = 68.36•(2.2.5/8) = 42.72 psi f r = fb -f 2 = 68.36 - 42.72 psi = 25.63 psi Mb = wb,2/2 = (b,2/2)•(fa+f,+0.67•f2) = (2.52 / 2) • (69.06 + 25.63 + 0.67 •42.72) = 384.93 in -lbs SB=Se = (B • t2) / 6 = 0.19 sq.in. Eerie = 0.75 • F = 27000 psi f / Fb = Mb / (SBQSe • FaaS) = 384.93 / (0.19 . 27000) = 0.08 I V I b1 b b 1 Plate width B 8 in. Plate depth D 8 in. Plate thickness t 0.375 in. Column width b 3 in. bl 2.5 in. —1b2 — tb1 4, 1 YM.11 41 4,te 1 MATERIAL HANDLING ENGINEERING EST. 1985 TEL 1 130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET#: 25 CALCULATED BY: ang DATE: 7/13/2018 PROJECT#: 20180418_10 Equation for Maximum Considered Earthquake Base Rotation Per RMI 2012 Commentary 2.6.4 kc+kbe 1-1 Wp`h,1( kckbe ) as kbkce kc+kbe (N`+Nb ( kckbe) ( kb+kce ) a, - the first iteration of the second order amplification term computed using Wr; from section 2.6.4 of the Commentary Where: W1, = the weight of the ith pallet supported by the storage rack hp; = the elevation of the center of gravity of the ith pallet with respect to the base of the storage rack NL = the number of loaded levels k0 = the rotational stiffness of the connector kbc = the flexural rotational stiffness of the beam -end kb = the rotational stiffness of the base plate k00 = the flexural rotational stiffness of the base upright -end N, = the number of beam -to -upright connections Nb = the number of base plate connections 6E1b 4E1 EI kb, = k" = kb = L H H L = the clear span of the beams H = the clear height of the upright Ib = the moment of inertia about the bending axis of each beam I = the moment of inertia of each base upright E = the Young's modulus of the beams as =1.13 Per RMI 2012 7.1.3 Cd (1+as)Mb Ca the deflection amplification factor per section 2.6.6 eb = Mb the base moment from analysis kb Ob 0.47 # of levels 2 min. # of bays 3 N0 24 Nb 8 kc 300 kip-in/rad kbe 4757 kip-in/rad kb 165 kip-in/rad kG0 663 kip-in/rad Ib 4.19 in' L 156 in I, 1.17 in4 H 208 in E 29500 ksi Level ho W. 1 153 in 4 kip 2 258 in 4 kip Per RMI 2012 2.6.6, in unbraced direction, seismic separation for rack structure is 0.05 h„. Therefore tanO.a 0.5 0_0=2.862 rad Ob ok Maximum moment in base plate Mbm= if one anchor, then 0 OR (# of anchors / 2) * anchor pull out capacity * spacing of anchor(Sx) M.0 19,008 kip -in > Mb OK MATERIAL HANDLI PfG�,ENGINEERING EST. 1985 TEL:(909)869-0989 1130 E. CYPRESS ST, COVINA, CA 91724 PROJECT: Northwest Accessory FOR: Raymond Handling Conce ADDRESS: 17680 W. Valley Hi Tukwila, WA SHEET/4: 26 CALCULATED BY: ang DATE: 7/13/2018 PROJECT/4: 20180418_10 Type C SLAB AND SOIL ANALYSIS (LRFD) Pmpx = Seismic Load (see Basic Load Combinations) = 10211 Ibs =7.5•(f)1/2=375psi d, req'd = (P,,, l (4). 1.72 • ((k • r l ea) • 104 + 3.6) •f,'))112 = 2.477 in. b = (ea • d, req'd3 / (12 • (1 - µ2) • k))1/4 = 16.483 in. b, req'd = 1.5 • b = 25 in. = 1.72[(k•r1/e,)•104+3.6]•f:•t2 = I.72[(50 • 4.00 / 2850000) • 104 + 3.6] • 375 • (6)2 = 99887 Ibs PQ = PQ = 0.6.99887 = 599321bs P max lPa = 0.17 SLAB AND SOIL ANALYSIS (ASD) Pmox = MAX(ASD Load Combo 1, ASD Load Combo 2, ASD Load Combo 3) =7193lbs = 7.5 • (01/2 = 375 psi P„ = 1.72[(k •r1/e,)• 104+3.6]•f'•t2 = 1.72[(50 •4.00 / 2850000) • 104+ 3.6] • 375 • (6)2 = 99887 Ibs d, req'd = (Pma l (4) • 1.72 • ((k • r, l e,) • 104 + 3.6) • f ))112 = 2.477 in. b = (ea • d, req'd3 / (12 • (1 - µ2) • kx))v4 = 16.483 in. b,req'd = 1.5 • b = 25 in. Pp = P,,/52 = 99887/3 = 33295.58 Pmpx / Pp = 0.22 Base Plate Width B Depth W Frame 8 in. 8 in. Frame depth d 42 in. Concrete Thickness t fc 41 S2 7v ks r1 ea Soil 6 in. 2500 psi 0.6 3 l 50 4 2850000 fou 1000 psf Field Report Report #: 74975 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: Raymond Handling Concepts 6607 S 287th St. Suite D Auburn, WA. 98001 Contact: Nicole Sosa Project Number: Permit #: 18-681 D180230 Project Name: Northwest Accessories Address: City: 17680 W. Valley Hwy. Tukwila Inspection Performed: Proprietary Anchors Date: 9/14/2018 Time: Temperature: On site to verify 40/ft.lbs. of torque on (408) Hilti KWIK TZ 1/2" bolts. Embedment appears to be 3 1/2". Verified racking systems on lines 1, 2 and 2.5 have two (2) bolts per base plate. On grid line 3 and 1.8 racking systems have four (4) per base plate. Work was completed per ESR -1917 and details 2A, 2B and 3 on storage rack details page in approved plans. RECEIVED CITY OF TUKWILA JUL 2.6 2019. PERMIT CENTER Distribution: ❑d Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner ❑d Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Peterson, Jesse Reviewed by: Michele Guerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Field Report oratory, Inc.; T 12 x18ot Aver , rk 1 so; 4?liatt8.4258 I.8812,Eax°425•891 • Client: Raymond Handling Concepts 3500 W. Valley Hwy. N, #101 Auburn, WA. 98001 Contact: Nicole Sosa Report #: 74975 Project Number: 18-681 Permit #: D180230 Project Name: Northwest Accessories Address: 17680 W. Valley Hwy. Inspection Performed: Proprietary Anchors Date: 9/14/2018 Time: Temperature: On site to verify 40/ft.lbs. of torque on (408) Hilti KWIK TZ 1/2" bolts. Embedment appears to be 3 1/2". Verified racking systems on lines 1, 2 and 2.5 have two (2) bolts per base plate. On grid line 3 and 1.8 racking systems have four (4) per base plate. Work was completed per ESR -1917 and details 2A, 28 and 3 on storage rack details page in approved plans. RECEIVED CITY OF TUKWILA SEP 18 2018 PERMIT CENTER Distribution: O Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner [] Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Inspector: Peterson, Jesse Reviewed by: Michele Guerrini All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Kandace Nichols From: Dilan Dean <ddean@raymondhandling.com> Sent: Tuesday, May 28, 2019 2:44 PM To: Kandace Nichols Subject: Re: Request Extension D18-0230 Yes. We did move. Our new address is: 6607 287th St, suite D Auburn, WA 98001 Sent from my iPhone On May 28, 2019, at 12:11 PM, Kandace Nichols <Kandace.Nichols@tukwilawa.gov> wrote: Hi Dilan- I tried to mail you the letter for the extension approval but it came back as returned mail. Can you please confirm the correct mailing address? Thank you, Kandace Nichols Permit Technician) City of Tukwila 6300 Southcenter Bl, Suite 100 I Tukwila, WA 98188 T: 206-431-3672 IF: 206-431-3665 From: Dilan Dean <ddean@raymondhandling.com> Sent: Tuesday, May 21, 2019 12:42 PM To: Kandace Nichols <Kandace.Nichols@TukwilaWA.gov> Subject: Request Extension D18-0230 Hi Kandace, I am requesting an extension for permit #D18-0230. Currently, this permit will expire on 6/17/2019 and the tenant is still working on adding new egress lighting. Dilan Dean Permit Runner <image001.png> Direct: 503-446-0761 • Mobile Phone: 503-446-0761 • Email: ddean@raymondhandling.com Raymond Handling Concepts Corporation • 3148 NE 181st Ave • Portland • OR • 97230 http://www.ravmondhandling.com <image002.png> <image003.png> <image004.png> <image005.png> <image006.jpg> <image009.jpg> <image008.jpg> 1 CONFIDENTIALITY NOTICE: The preceding e-mail message (including any attachments) contains information that may be confidential, protected by applicable legal privileges, or constitute non-public information. It is intended to be conveyed only to the designated recipient(s). If you are not an intended recipient of this message, please notify the sender by replying to this message and then delete it from your system. Use, dissemination, distribution or reproduction of this message by unintended recipients is not authorized and may be unlawful. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. CONFIDENTIALITY NOTICE: The preceding e-mail message (including any attachments) contains information that may be confidential, protected by applicable legal privileges, or constitute non-public information. It is intended to be conveyed only to the designated recipient(s). If you are not an intended recipient of this message, please notify the sender by replying to this message and then delete it from your system. Use, dissemination, distribution or reproduction of this message by unintended recipients is not authorized and may be unlawful. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 2 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director May 22, 2019 Dilan Dean 3500 W Valley Hwy N Ste 101 Auburn, WA 98001 RE: Request for Extension #1 Permit Number D18-0230 Dear Mr. Dean, This letter is in response to your written request for an extension to Permit D18-0230. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through December 17, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Kandace Nichols Permit Technician File: Permit No. D18-0230 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Kandace Nichols From: Dilan Dean <ddean@raymondhandling.com> Sent: Tuesday, May 21, 2019 12:42 PM To: Kandace Nichols Subject: Request Extension D18-0230 Hi Kandace, I am requesting an extension for permit #D18-0230. Currently, this permit will expire on 6/17/2019 and the tenant is still working on adding new egress lighting. Dilan Dean Permit Runner THIS IS ME Direct: 503-446-0761 • Mobile Phone: 503-446-0761 • Email: ddean@raymondhandling.com Raymond Handling Concepts Corporation • 3148 NE 181st Ave • Portland • OR • 97230 http://www.raymondhandling.com 0000 VMOND HANDLING CONCEPTS CORPORATION MaterialsHandling Store GREAT PLACE WORK' CERTIFIED JUL 2016- JUL 2017 CONFIDENTIALITY NOTICE: The preceding e-mail message (including any attachments) contains information that may be confidential, protected by applicable legal privileges, or constitute non-public information. It is intended to be conveyed only to the designated recipient(s). If you are not an intended recipient of this message, please notify the sender by replying to this message and then delete it from your system. Use, dissemination, distribution or reproduction of this message by unintended recipients is not authorized and may be unlawful. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. Request for Extension # / Current E: )iration Date: (i Extension _request: Approv , d for () days Denies :provide explanation) Signature/Initials 5/2/2019 City of Tukwila Department of Community Development DILAN DEAN 3500 W VALLEY HWY N STE 101 AUBURN, WA 98001 RE: Permit No. D18-0230 NORTHWEST ACCESSORY DISTRIBUTORS 17680 WEST VALLEY HWY Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 6/17/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 6/17/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, / l GUv`t ' r /E// t t,01 ) Ka dace Nichols Permit Technician File No: D18-0230 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 12/2/2018 City of Tukwila Department of Community Development DILAN DEAN 3500 W VALLEY HWY N STE 101 AUBURN, WA 98001 RE: Permit Application No. D18-0230 NORTHWEST ACCESSORY DISTRIBUTORS 17680 WEST VALLEY HWY Dear DILAN DEAN, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 7/25/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 1/25/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, rte t}� ache le Ripley Permit Technician File No: D18-0230 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Al Metzler From: Anthony C <anthony@archerconstruction.com> Sent: Friday, October 19, 2018 8:44 AM To: Al Metzler Subject: New Racking at: NW accessories 17616 West Valley Hwy Al I have been asked by Raymond handling to look at the fire system for the new racking being installed. There are no hydraulic placards on the risers but I able to get the original design density from WSRB, here is what I am proposing to them let me know your thoughts. Our examination of the existing fire system at the above address revealed that it is an older system that has been hydraulically calculated to a design density of .39/5600, with 17/32" orifice 165° sprinklers and would allow storage of class I to IV commodity to a height of less than Sixteen feet. Your proposed storage of Automotive parts and accessories Mostly plastic (HDPE) and rubber parts, Cartoned on wooden pallets is a group A Plastic commodity. The remainder of your products falls into the category of Class I — IV. Per NFPA 13 section 5.6.1.2 Mixed commodities, would only allow us to design the system to the lower commodity if the higher commodity class was limited to up to 10 pallet loads. The storage of plastics and rubber appears to exceed this limit and is more in the range of 70% of the storage. The system should then be designed for the storage of Group A plastics. NFPA 13: Figure 17.2.1.2.1 (d) storage of plastics to 20' with 5 —10 feet clearance to the ceiling or roof. Note 2. Ceiling only protection shall not be permitted for this storage configuration except where K-11.2 or larger orifice spray sprinklers listed for storage use are installed. In -rack sprinklers shall not be required, provided the the ceiling discharge criterion is increased to .6 Gpm over 2000 square foot. The existing sprinklers are 17/32" orifice 8K uprights which are good for up to a .33 density thus these sprinklers must be changed to an 11.2K sprinkler at a minimum. This would require hydraulic calculations, changing out the sprinklers and possibly some existing pipe may have to be upsized. Of note: the IFC (International Fire Code) chapter 910 says for high piled storage of class I-IV commodity above twelve feet or plastic commodities above five foot, the building is required to have automatic smoke and heat vents. The building does not have these smoke vents and they will be required by the city of Tukwila. Per IFC 9.10.1 exception#2, when the building is protected with ESFR sprinklers then smoke and heat vents are not required. exception#3, when the building is protected with CMSA sprinklers then smoke and heat vents are not required. Let me know if you have any questions or comments. Thanks Anthony Carrizosa 1 OFFICE: 253-872-7222 Cell: 206-679-5283 ARCHERI CONSTRUCTION, INC Fire Protection Division CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 2 RnvI►oND HANDLING CONCEPTS CORPORATION 3500 W VALLEY HWY N, SUITE 101 I AUBURN I WASHINGTON, 98001 1 RAYMONDHANDLING.COM Dilan Dean Permit Runner 3500 W Valley Hwy N, Suite 101 Aubum, WA 98001 12/6/17 Dear Mr. Al Metzler, Below is the response to your questions regarding Permit #D18-0230 — Northwest Accessory Distributors — 17680 West Valley Hwy, Tukwila, WA 98188. The applicant's response to correction letter #1 states that there is actually no proposed tire storage yet the revised plans, on sheet RH1.0 still indicate automobile tires to be stored. The response also states that the existing ceiling sprinkler density is noted on sheet RH1.0. What is noted is 2,000 sq. ft. This number possibly could represent the design area. But, the sprinkler density is still not given. Coversheet has been updated to reflect the previous correction letter. The customer has opted out of storing tires at their new facility. Sincerely, Dilan Dean Permit Runner (503)446-0761 ddean@raymondhandling.com Raymond Handling Concepts bIB-013° CORRECTION LTR# RECEIVED CITY OF TUKWILA OCT 0 9 2018 PERMIT CENTER FRESNO, CA I SACRAMENTO, CA I STOCKTON,CA 1 SPOKANE, WA I AUBURN, WA ANCHORAGE, AK I BOISE, ID I PORTLAND, OR I SPARKS, NV October 08, 2018 City of Tukwila Department of Community Development DILAN DEAN 3500 W VALLEY HWY N STE 101 AUBURN, WA 98001 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D 18-0230 NORTHWEST ACCESSORY DISTRIBUTORS - 17680 WEST VALLEY HWY Dear DILAN DEAN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • The applicant's response to correction letter #1 states that there is actually no proposed tire storage yet the revised plans, on sheet RI -11.0 still indicate automobile tires to be stored. The response also states that the existing ceiling sprinkler density is noted on sheet RH1.0. What is noted is 2,000 sq. ft. This number possibly could represent the design area. But, the sprinkler density is still not given. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D18-0230 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 RnvMowD HANDLING CONCEPTS CORPORATION 3500 WEST VALLEY HWY N 1 AUBURN 1 WASHINGTON 98001 1 RAYMONDHANDLING.COM Dilan Dean Permit Runner Aubum, WA 98001 9/18/2018 Below is the response to your questions regarding Permit #D18-0230. ARCHITECTURAL COMMENTS 1. NO COMMENTS STRUCTURAL COMMENTS 1.The egress plan only shows one qualifying emergency exit. Group B, F and S occupancies in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 shall have a maximum exit access travel distance of 100 feet. The exit travel distance on sheet RH4.0 shows up to 192 feet travel distance. The other portions of that tenant space do not clearly show any other exits or exit doors. Also, the scale on the drawing is not consistent with any scale ruler for verification of areas. Based on the dimensions shown the space exceeds the occupant Toad of 29 which also requires two exits. Please provide clarification with actual scaled drawings showing all doorways, exits and name all adjoining spaces. (IBC TABLE 1004.1.2, 1005.4, TABLE 1006.2.1, and 1006.3.2(2) Note b.) The drawing has been updated to include all the doors at the front of the building and the egress path has been updated to reflect this. 2.Show on the plan specific egress paths leading to the exits with emergency illuminations in compliance with IBC 1008. Egress path on page RH4.0 has been updated for path of travel to closest exits. FIRE PROTECTION COMMENTS 1.The plans mention storage of floor liners and splash guards. These products are typically made of rubber and or plastic, not necessarily metal. Also, tire storage is mentioned but there are no details provided on the manner of storage. Tire storage must meet the specific requirements of NFPA 13, chapter 18. There are no details provided of the existing fire sprinkler system density or temperature rating of the sprinkler heads. Floor liners and splash guards will be stored on the ground, not to exceed 5ft There was also a mix up and there will not be any tires stored in this facility. The storage meant was to be chrome wheels. Fire Sprinkler density and temperature at the heads have been included to page RH1.0 of the plans. CORRECTION LTR# RECEIVED CITY OF TLIKWILA SEP 1 9 2018 PERMIT CENTER FRESNO, CA 1 SACRAMENTO, CA 1 STOCKTON,CA I SPOKANE, WA 1 AUBURN, WA ANCHORAGE, AK 1 BOISE, ID 1 PORTLAND, OR I SPARKS, NV lyq City of Tukwila Department of Community Development August 14, 2018 DILAN DEAN 3500 W VALLEY HWY N STE 101 AUBURN, WA 98001 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0230 NORTHWEST ACCESSORY DISTRIBUTORS - 17680 WEST VALLEY HWY Dear DILAN DEAN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Alien Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seaUstamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The egress plan only shows one qualifying emergency exit. Group B, F and S occupancies in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 shall have a maximum exit access travel distance of 100 feet. The exit travel distance on sheet RH4.0 shows up to 192 feet travel distance. The other portions of that tenant space do not clearly show any other exits or exit doors. Also, the scale on the drawing is not consistent with any scale ruler for verification of areas. Based on the dimensions shown the space exceeds the occupant load of 29 which also requires two exits. Please provide clarification with actual scaled drawings showing all doorways, exits and name all adjoining spaces. (IBC TABLE 1004.1.2, 1005.4, TABLE 1006.2.1, and 1006.3.2(2) Note b.) 2. Show on the plan specific egress paths leading to the exits with emergency illuminations in compliance with IBC 1008. Note: Contingent on response to these corrections, further plan review may request for additional corrections. FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments. • The plans mention storage of floor liners and splash guards. These products are typically made of rubber and or plastic, not necessarily metal. Also, tire storage is mentioned but there are no details provided on the manner of storage. Tire storage must meet the specific requirements of NFPA 13, chapter 18. There are no details provided of the existing fire sprinkler system density or temperature rating of the sprinkler heads. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Submit a detailed technical report prepared by a Washington State Licensed Fire Protection Engineer (FPE) which addresses all of these concerns. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, 1)W Bill Rambo Permit Technician File No. D18-0230 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT CORD COM PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0230 DATE: 10/09/18 PROJECT NAME: NORTHWEST ACCESSORY DISTRIBUTORS SITE ADDRESS: 17680 WEST VALLEY HWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Atii kw( P---tHo Fire Prevention Structural Planning Division nPermit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 10/11/18 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required n Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 11/08/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 ePERMIT CORD GOP? PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0230 DATE: 09/24/18 PROJECT NAME: NORTHWEST ACCESSORY DISTRIBUTORS SITE ADDRESS: 17680 WEST VALLEY HWY Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: tO PSN( lit' Building Division Public Works ❑ COMZ Fire Prevention Structural Planning Division ❑ Permit Coordinator El PRELIMINARY REVIEW: DATE: 09/25/18 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 10/23/18 ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews Denied (le: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only 10 1 V (0 CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire �PIn 0 PW 0Staff Initials: 12/18/2013 ;ERMIT COORD COPY d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0230 DATE: 07/25/18 PROJECT NAME: NORTHWEST ACCESSORY DISTRIBUTORS SITE ADDRESS: 17680 WEST VALLEY HWY X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: A-5 Crrr 2 )- Building Division mi Public Works I I l�M Corl� 8-�8 Fire PreventionIN Structural Planning Division nPermit Coordinator it PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 07/26/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/23/18 Approved ❑ Approved with Conditions Corrections Required (corrections entered in Reviews) Denied n (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only (6.414-116 CORRECTION LETTER MAILED: 6.414— 1 16 Departments issued corrections: Bldg /] Fire 1' Ping 0 PW 0 Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SITBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10 ❑ Response to Incomplete Letter # CITY OF TUKWILP • Response to Correction Letter # 2 - Plan Plan Check/Permit Number: bl �� otZ RECEIVED ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENT° ❑ Deferred Submittal # OCT 092018 Project Name: 1 Wl411 0vIde- Ace 1c/ 1 /$ Project Address:1740 WSJ Vali II / Contact Person: NatifVi,1 Phone Number: NW -07g Summary of Revision: I PpMoJ� coin Ina, le ly 4.67d -?y-o(r) - ,e 1►s Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A, Entered in TRAKiT on W;Permtt Center\TemplateslFormslRevision Submittal Formdoc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /�V/ 7� Plan Check/Permit Number: 0/g—oZj,O ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: NgAi� I cces.01 Ni-rl bhto✓s Project Address: IA D \l Vedly tivy Contact Person: %y)o n Pear) Phone Number: (563)1/44-070 Summary of Revision: Res ansa' Cwyyc 'O1) Le -e7 RECFIVED CITY OF TUKWILA SEP 19 2018 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includin -rate Received at the City of Tukwila Permi Center by: Entered in TRAKiT on U W:\Permtt Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 12/19/2018 0 Washington State Department of Labor & Industries RAYMOND HANDLING CONCEPTS Com' 1tame coritana Safety & Health Claims & Ins Workplaere Rights Trades & Licensing RAYMOND HANDLING CONCEPTS CORP Owner or tradesperson Principals HEALY, HEIDI REBEE, VICE PRESIDENT JONES, DONALD JESSE, VICE PRESIDENT RAYMOND, STEPHEN SPENCER, CHIEF EXECUTIVE OFFICER KOEL, STEVE (End: 09/25/2017) STERNBERG, PAUL (End: 09/25/2017) GABORRO, ALEX (End: 09/25/2017) Doing business as RAYMOND HANDLING CONCEPTS CORP WA UBI No. 604 102 532 41400 BOYCE ROAD FREMONT, CA 94538 253-333-2100 Business type Corporation Governing persons STEPHEN RAYMOND HEIDI HEALY; DONALD JONES; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .............._.........._.._. Meets current requirements. License specialties GENERAL License no. RAYMOHC034KB Effective — expiration 05/02/1997-10/23/2019 Bond ............... Berkley Insurance Co Bond account no. 0215656 $12,000.00 Received by L&I Effective date 10/18/2018 07/02/2018 Expiration date Until Canceled Bond history Insurance Help us improve https://secure.ini.wa.gov/verify/Detail.aspx?UBI=604102532&LIC=RAYMOHC034KB&SAW= 1/2 12/19/2018 TOKIO MARINE AMERICA INSURANCE Policy no. CLL640380608 RAYMOND HANDLING CONCEPTS CORP $1,000,000.00 \,_„/ Received by L&I Effective date 07/23/2018 08/01/2018 Expiration date 08/01/2019 Insurance history Savings ........................ No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts .............................. No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ........................................................ No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. Account is current. L&I Account ID 932,721-01 Doing business as RAYMOND HANDLING CONCEPTS CORP Estimated workers reported Quarter 3 of Year 2018 "76 to 100 Workers" L&l account contact T3 / MICHAEL RUIZ (360)902-5135 - Email: RUIO235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ..................................................... . No strikes have been issued against this contractor. Contractors not allowed to bid ............................................................................................ No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. (0 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the stale of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UB1=604102532&LIC=RAYMOHC034KB&SAW= 2/2 CONTRACTOR RAYMOND HANDLING CONCEPTS 3500 W VALLEY HWY N. SUiTE 101 AUBURN, WA 98001 WA. CONTRACTOR LICENSE# RAYMOHC034KB 17680 WEST VALLEY H TUKWILA, WA 98188 OCCUPANCY CLASSIFICATION S-1, WAREHOUSE CONTRACTOR CONTACT APN 25230490'1.7 APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL FIRE CODE AND NFPA1 COMMODITIES TO BE STORED DILAN DEAN 503-446-0761 ddean c©raymondhandling.com RACK MANUFACTURER / SUPPLIER HANNIBAL INDUSTRIES 3851 S. SANTA FE AVENUE LOS ANGELES, CA 90058 323-588-4261 STRUCTURAL ENGINEER TYPE OF CONSTRUCTION FIRE SPRINKLED NUMBER OF STORIES BUILDING SQ. FT. OFFICE SQ. FT. WAREHOUSE SQ. FT. SCOPE SQ. FT. HI -B YES 1 15,198 SQ.FT. 1,504 SQ.FT. 13,694 SQ.FT. 13,694 SQ.FT. 'UILbING FIRE SPRINKLER SYSi`tM BATA SEIZMIC INC. MATERIAL HANDLING ENGINEERING 1 `r30 E. CYPRESS ST. COVINA, CA 91724 PH: 909.869-0989 ANCHOR INSPECTION COMPANY AAR TESTING 7126 180TH AVE NE # C101 REDMOND, WA 98052 425-881-5812 SPRINKLER HEIGHT: SYSTEM TYPE: BASIS OF DESIGN: PRESSURE: DESIGNED AREA OF DISCHARGE: SPRINKLER HEAD TEMP SYSTEM DENSITY WATER FLOW RATE: RESIDUAL PRESSURE @ BOR: ' 27'-5" WET 15 PSI 8 HEADS 166 °F 2000 SQ/FT 200.4 GPM 132.0 PSI NOTE: ANY CHANGES TO THE FIRE SPRINKLER SYSTEM REQUIRES A SEPARATE SUBMITTAL, PERMIT, PLAN REVIEW, INSPECTIONS AND FEES. CLASS 1 COMMODITIES TO BE STORED ARE METAL AUTOMOTIVE PARTS. MAXIMUM STORAGE HEIGHT FOR RACK STORAGE21'-2" HIGH PILED STORAGE SHALL COMPLY WITH THE REQUIREMENTS OF THE 2015 iBC THIS FACILITY IS NOT ACCESSIBLE TO THE GENERAL PUBLIC. PATH OF TRAVEL TO AND WITHIN EXITS IN THE BUILDING SHALL BE IDENTIFIED BY ILLUMINATED EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF 2015 IBC FIRE LANES / EMERGENCY VEHICLE ACCESS ARE AVAILABLE ALL AROUND THE BUILDING ALL PORTIONS OF THE BUILDING SHALL BE WITHIN 75 FEET OF A FIRE EXTINGUISHER. THE MINIMUM SIZE OF THE FIRE EXTINGUISHER SHALL BE 3-A: 40 B:C. STORAGE RACKS WILL HAVE SIGNS STATING WEIGHT LOAD AND MAXIMUM HEIGHT LIMITS. SHEET INDEX COVER SHEET SITE PLAN PLAN VIEW ELEVATION VIEW EGRESS PLAN VIEW RH1.0 RH2.0 RH3.0 RH3.1 RH4.0 REFERENCE DOCUMENTS COMMODITIES NO LONGER CONTAIN TIRES. CUSTOMER HAS OPTED TO NOT STORE TiRES AT THIS LOCATION SCOPE SCOPE OF WORK IS TO PROVIDE AND INSTALL HIGH PILE STORAGE RACK. VICINITY MAP PROJECT SITE Sykart tru ooi Racing Center, ®' wnualspprts9 Evatutlon Sarbent I i productions''[["" 9;1,24444w VentudTechnologles CO LTF REFERENCE PERMIT NUM STAMPS 117Q3 -ION RECEIVED CITY C F TUKWiLA- oCr 09 2013 PERMIT CENTER ERS SEPARATE PERMIT REQUIRED'FOR: echartical /Electrical 1161 umbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. ENGINEERING STAMP FI. 93PY It No. ' Q_ / Plan'review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and co itI s ac nowledged: By: Date: 12/J '/) City of Tukwila BUILDING DIVISION CITY APPROVAL STAMP REVIEWED FOR r DE COMPLIANCE APPROVED NI( DEC 141018 Criy ofTukwilaILDING DIVISIONDEC142018City ofTukwilaILDING DIVISION t19)-- azo Z O z DLING CONCEPTS CORPO 0 TRUSTED FOR GENE z 0 fN W 0 cn 0 0 COMMODITIES 0 w x 0 0 03 00 1- J W 0 03 tQ RAYMOND HANDLING CONCEPTS CORP. FREMONT OFFICE: 41400 BOYCE ROAD FREMONT, CA 94583 The Information on this drawing is prepared with the Intent of communicating a concept and design that Is the Intellectual property of Raymond Handling Concepts Corporation. 11 Is not intended for other organizations as a means of quoting, designing / and or engineering alternatives. PROJECT #: 48956289 PROJ. DESC: RACK DRAWN BY: A.BANY DATE: 07/13/18 SCALE: NTS SHEET OF: 1/5 REVISION: 1 SHEET NO. RHINO ' 4/ 4 \I, 4, •1, y 4, 4, 4, NI, NI/ 4 9, NI, 4, ' 4/ 4 4, 4, y 4 4, 4, 4, 4, 4 4, 4 4, 4, 4, 4, 4, 4, .1) 9 9' y .1) 4 .1) y 4) .1) 4, 4, 4, •I, •I, 4, 4, \I, 4, 4, 4, 4, 4 4, 4, •1, 4, 4, 4, 4, 4, 4, 4, 4 4, .1) 4, 4, ' .1) .1) . 9, .1) 4, .1) .1) * * y ' 9' .1) y .1) 4, y y .1) ' ' .1) y 4' 9, .1. 4, ' .1) 9, .1) .1) .1) 9, 4, 9, 4, 4, 4, 9, 4, 4 4, 4, .1) .1) .1) .1) y .1) .1) 4 4, 4/ 4, 4, 4, SCOPE OF WORK 4 4, 4, 4 4, 4, 4, 4, 4 4, 4/ 4, 4 4, 4, y 4, 4, 4, 4 4, 4, 4, 4/ 4, 4, y 4, 4, 4, '4, 4, 4, 4, 4, y 4, 4, 4, �Y V, 4' V' 4, 4' 4, 4, y �L 4, 4, 4, 'V 4, 4, 4L 9L 'L 9' 4, ' y 4, 4, 9, 4, 4, 4, 4, 4 4, 4, 4, 4 4, 4, 4, 9, 4, y 4, 4, 4, 4, y y ' ' .1) ' 9' .1. .1) y y .1) ' 4, y 4, . . 9, ' y •1, \I, 4, y 4, 4, \I, 4, 4' 4, •1, 4, 4, y 4, 4, 4, 4, 4, SCOPE OF PLAN 1 NTS 4, 4, 4, y 9, 9, 'L W 4/ 4, 4, . 4, 4 4, 4 4/ ' 4, .1. y 4 4) ' .1) 4, .1) 4' .1) ' 4, 4, 2020 4' ': ' REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2018 City of Tukwila BUILDING DIVISION y RE0E1VEL) CITY OF TUKWILA SEP 1 9 2018 PERMIT CENTER t8- oao ED FOR GENERATIONS y H w 0 DESCRIPTION: INITIAL RELEASE N N N N N J J N W 0 00 co RAYMOND HANDLING CONCEPTS CORP. FREMONT OFFICE: 41400 BOYCE ROAD FREMONT, CA 94583 The information on this drawing Is prepared with the Intent of communicating a concept and design that Is the intellectual property of Raymond Handling Concepts Corporation. It Is not intended for other organizations as a means of quoting, designing / and or engineering alternatives. PROJECT #: 48956289 PROJ. DESC: RACK DRAWN BY: A.BANY DATE: 07/13/18 SCALE: NTS SHEET OF: 2/5 REVISION: 0 SHEET NO. RH2�O 24'-6" 24'-6" 24'-0" v. 1291" B B B B B B B B B B B BI B B 405" N N t 1 I g C B C B C B B B I 1941" C C B 505" C B - f W W B BI B B B B B B B B B B B N N t 1 I g C B C B C B B B I 1941" C C B 505" C B - f B BI B B B B B PLAN VIEW -BUILDING LAYOUT IV 00 0 Ci C C.) II— CL. W C.) C .CO CD 2 11tI1111W ...w 2 att z 0 w 0 Eii O z < ED FOR GENERA EXPIRES APR 1 2 2020 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 142018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 192018 PERMIT CENTER O?O RAYMOND HANDLI CONCEPTS CORP. FREMONT OFFICE: 41400 BOYCE R FREMONT, CA 94 17680 WEST VALLEY NG OAD 583 The information on this drawing is prepared with the Intent of communicating a concept and design that Is the intellectual property of Raymond Handling Concepts Corporation. It is not intended for other organizations as a means of quoting, designing / and or engineering alternatives. PROJECT #: 48956289 PROJ. DESC: RACK DRAWN BY: A.BANY DATE: 07/13/18 SCALE: 1/8" = 1' - 0" SHEET OF: 3/5 REVISION: 0 SHEET NO. RH3M BAY TYPE A BAY TYPE B 27'-5" 11 VV SJ 11 V 11 LI 14 V u 3J u i 4 u V V V V V u V V V V V V V V V V V V V u V 11 ll V V I/ V ll V V 1l l 4 I 1I ll 1l 11 l /N/X/N/N/N1N/X/\/X/N 1' T T 216"- 208" 104" 144" 104" 104" 42" 216"-- T 28'-1" 27'-5" 3.4 V u v u u u 34 /N/N/NXNPN/Nrxr\d'N/N/N/N T T 196" 98" 156" 98" 9 216" 42" 12" 42" 216" —42" BACK TO BACK SINGLE - BAY TYPE C SIG. DATE BAY TYPE D SIG. DATE 11 1 V 14 u V 1 V 11 V V V V V V Sl V V LI V u V 11 V V V u ll V V u V V 11 Sl V 11 V V V 11 11 1 14 14 11 11 31 11 V Sl 11 1l 1! 11 5.4 V 1r 11 272.85 N/X/X/N /N/N /NIN /X 240"- 198" 168" 132"-1 66" 66"—i 66" 66" 240" —42" 18" —42" 40"— '••••••••e'..:•••,. 0"— •v•s r:.:••e%„'1 ��.. , .. moi •. • Y..!..� - ... . .5 •.�'. • .. ... •le .. NOTES: SIG. DATE CUSTOMER SIGN OFF NOTES: CUSTOMER SIGN OFF SIG. DATE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2018 City of Tukwila BUILDING DIVISION EXPIRES APR 1 2 2020 RECEIVED CITY OF TUKWNILA SEP 1 9 2018 PERMIT CENTER TRUSTED FOR GENERATIONS z 0 t>o 111 V 2” ELEVATIONS 00 00 Co c) F J J v! LIJ O 00 N RAYMOND HANDLING CONCEPTS CORP. FREMONT OFFICE: 41400 BOYCE ROAD FREMONT, CA 94583 The Information on this drawing is prepared with the Intent of communicating a concept and design that is the intellectual property of Raymond Handling Concepts Corporation, It is not intended for other organizations as a means of quoting, designing / and or engineering alternatives. PROJECT #: 48956289 PROJ. DESC: RACK DRAWN BY: A.BANY DATE: 07/13/18 SCALE: 1/4" = 1' - 0" SHEET OF: 4/5 REVISION: 0 SHEET NO. RH3.1 27'-O" 24'-6" 24'-6" 24'-0" c cp cc 0 Cl) F— O. W C.) C.) CD 2 J 2 A B A Y`r' A A A B B TOTAL EGRESS DISTANCE = 120' d z V TOTAL EGRESS DISTANCE = 95' TOTAL EGRESS DISTANCE = 82' TOTAL EGRESS DISTANCE = 86' TOTAL EGRESS DISTANCE = 104' TOTAL EGRESS DIST/Aj NCE = 132' WI > B B B B B B B CESS PATH EXTI\GUISH -OSE SNO<I\G SIC JVI\ATEA EXI PLAN VIEW BUILDING LAYOUT 1/8" -1'-0" [ B I1B B 1 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 14 2018 City of Tukwila BUILDING DIVISION EXPIRES APR 12 2020 RECEIVED CITY OF TUKWILA SEP 192018 PERMIT CENTER D \3- o3o 0 Co CO CO 0) WEST VALLEY RAYMOND HANDLING CONCEPTS CORP. FREMONT OFFICE: 41400 BOYCE ROAD FREMONT, CA 94583 The information on this drawing is prepared with the Intent of communicating a concept and design that Is the Intellectual property of Raymond Handling Concepts Corporation. II is not intended for other organizations as a means of quoting, designing / and or engineering alternatives. PROJECT #: 48956289 PROJ. DESC: RACK DRAWN BY: A.BANY DATE: 07/13/18 SCALE: 1/8" = 1' - 0" SHEET OF: 4/5 REVISION: 0 SHEET NO. RH4O C„ DESCRIPTION I SEIZMIC EST. 1985 SEIZMIC ENGINEERING, INC. 1130 E. Cypress St. Covina, California 91724 Tel.(909)869-0989 15.1, \`�\ 1 \\ I �V \ R��\\k, �i.4 r1;:: ii .. `\\\ 1 In O 0 ® - 00 4'- O V 0 1/8"V TYP. adQ< 4 - 0 3" 1 /8" TYP. O P\S\ It - ' 0 3" 14 GA. 0 R :. ® 1/2"0 ANCHOR 1 1/2 „ \ \\ 44I 14 GA. SLAB ON GRADE ger �� �Y �TYP. ' 1/8">1 1/4.. *5/8"05/8" °•' ' ' e ° �. .,3 I1'• °. • 1/2 EMB MIN.,,. NT. •I + --- : a e ,l 1. 14 GA 1 1 /4" i 0 3"AP-ROX. 4 / II 11-11-11—IIr-IL \\ TYP. 1 :11-11.-11—II.�r.l1.;, 11 1/8 r 1 TYP. 3/8 THK. [[..=11 11,,11.11-.-ii;-lir.-• = SOIL ---- I TYP.i1/8" V 1" TYP. / / 3/8" THK. \ \ i .. 3"APPROX. \ \` `. i I i USE ON TYPE A, TYPE B, & TYPE D . (2) ANCHORS REQ'D PER BASE PLATE \\ O USE ON TYPE C ,2A BASE PLATE (B) BASE PLATE �V- TYPICAL BRACE TO COLUMN CONNECTION 1A COLUMN 1 B COLUMN ilj ANCHOR (41 HORIZONTAL & DIAGONAL BRACE GENERAL CONFIGURATION 1 1/16" NOTES: 1. DESIGNED PER SECTION 2209 OF THE 2015 IBC. Fa = 1.0 & Ss = 1.43 SEISMIC DESIGN CATEGORY: D 2. STORAGE CAPACITY: TYPE A = 1,500# PER LEVEL. TYPE B = 1,500# PER LEVEL. TYPE C = 4,320# PER LEVEL. TYPE D = 1,920# PER LEVEL. 3. STEEL: ASTM A1011 FOR SHAPE F = 55,000 PSI GRADE 55. 4. ALL BOLTS: A307 (UNLESS OTHERWISE NOTED). 5. ANCHORS: HILTI KWIK'BOLT TZ, ICC #ESR -1917. 6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION. 7. CONCRETE: 6" THICK x 2,500 PSI. 8. OF SUB -GRADE REACTION: 50 PCL REVIEWED FOR CODE COMPLIANCE APPROVED t DEC 142010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILAA, SEP 1 9 2018 PERMIT CENTER O ' 1 5/8" 1/8" r TYP. 1� 1 5/811' 1/8" r TYP. 1 3/4" 1" 1 5/8"1 1/8" r TYP. 3/4"1' 16 GA. --- \ t-1 3/4" 1' _- ' IN•O ; / ® 1 �� ' 1 /8" ® 1 ii ,''� 1 /8" ® -_ -( 1" 11 ,':� 1 /8" 4 1 /8 __ , 2" P. 3 7/16" 5 II ' 16 GA. - 16 GA. 41/8" ® & ® ' i; 16 GA. 4111'® ® ®� �� 5 II , , ■I 5 /4 �� 1 1 /2" i ®ANCHOR : VARIES i 2 3/4" i �) '�' � ',' �� 5A �� -�-, li 5/8" 5B ® ■I' m , ® yl' MODULUS ® ' '' 0\ J. 7 ° 6 O -`' I I \ 0 7 GA. �� 5C 7/32" �� „ 7 GA.14 f----3 7/32.. �--3 01 /2" 0TYP. 7 GA. ,�--3 7/32 3 3/4" V ® TYP. 1/8" I USE ON TYPE D TYP. 1/8" r 1/8" USE ON TYPE C 0 USE ON TYPE A & TYPE C 7 ,k 8" a --6 CONNECTOR �6\ CONNECTOR �6 CONNECTOR ATTACH W/ (4) 3/8"0 BOLTS - B TYPICAL BEAM TO COLUMN CONNECTION 5A BEAM 5B BEAM 5C BEAM � 7 ROW SPACER (FOR ALIGNMENT PURPOSES) TYPE A TYPE B TYPE C TYPE D " 144" 156" 156" 168" 42" 2" 44" 114" 98" 98" 93" 54"// /71i i / / i 240" 240" 240" 240" 240" _ 54" \ \\ \ 1G4" 98" 93" 3." i i "' 98" 3,.. �\ -1 .�\\ 1 " 1 FRONT VIEW FRONT VIEW FRONT VIEW FRONT VIEW SIDE VIEW STORAGE RACK ELEVATIONS C„ DESCRIPTION I SEIZMIC EST. 1985 SEIZMIC ENGINEERING, INC. 1130 E. Cypress St. Covina, California 91724 Tel.(909)869-0989 m DATE: 07/13/18 LAST REV. BY: REV. DATE: TYPE: SPC DATE APRV'D BY: SAL E. FATEEN adQ< EXPIRES 04-12-2020 � kZbft �3o DESCRIPTION: STORAGE RACK DETAILS DRAWING NUMBER: 18-1626-A SEIZMIC EST. 1985 SEIZMIC ENGINEERING, INC. 1130 E. Cypress St. Covina, California 91724 Tel.(909)869-0989 DRAWN BY: M.V. / A.N. DATE: 07/13/18 LAST REV. BY: REV. DATE: TYPE: SPC SCALE: N.T.S. APRV'D BY: SAL E. FATEEN EXPIRES 04-12-2020 � kZbft �3o DESCRIPTION: STORAGE RACK DETAILS DRAWING NUMBER: 18-1626-A 1 z auV114TP rsJ9AtaICAKOMM44ReCtet%61uHu6.SPLA' B:iKlf:kuaS..�r,Ycrz�zl4Kcm�wwnClatcas+IIII caa�A.w•K:IL`MOTWAI9nwv4Yw si cvase.nia xanv eaviaeb.sers,euuarra, wuratraiu,n rsaa Row A Class A Plastic • Floor Liners • Decked Storage • Thule Boxes • Splash Guards • Tonneau Covers Floor storage - Will not exceed 5' Row A Class A Plastic • Floor Liners • Decked Storage • Thule Boxes • Splash Guards • Tonneau Covers Row B • Light Bars • Bed Slide • Roof Rail Cross Rails Row B • Light Bars • Bed Slide • Roof Rail Cross Rails B •„ B • B Row C • Tool Boxes • Wheels • Performance Brakes • Adams Wash Buckets Row D • Wheels • Assist Steps • Lift Kits • Trailer Hitches Row E • Assist Steps �STRLSS97Mll`.'�4]'�rSli�f WfeR9fPitY4eHtA[�F9Ad Row C • Tool Boxes • Wheels • Performance Brakes • Adams Wash Buckets Row D • Wheels • Assist Steps • Lift Kits • Trailer Hitches Row E • Assist Steps 1 LM1rit'NIisWEZZ �Cifai'13SIT`hR16WN'.Lei'YhCLiidi i1innat liANKEMIZOl tXA"NXMYiat7, Y=WIMPWA tMirivat CCL i1C24TYl3lhrIGAWiV4r2FLWA5YXrli!?.4t.1 .43rxtrer s ALT'Ht.vn s±LMM!imem C vi;71 hk �toTT+"K' B B B N1t7F.WfOf0 MAAliaLIIIDT RAYMOND HANDLING CONCI PAS CORP. FRFMONT O r ci.:: 41400 ROYCE ROAD EREMONT , CA 94583 The information on this drawing is prepared with the Intent of communicating o concept and design that is the Intellectual properly of Raymond Handling Concepts Corporation. II Is not Intended for other organizations as a means of quoting, designing / and or engineering alternatives. PROJECT //: 48956289 PROJ. DESC: RACK DRAWN BY: A.BANY DATE: 07/13/18 SCALE: 1/8" = 1' - 0" SHEET OF: 3/5 REVISION: 0 SHEET NO, oaaND