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HomeMy WebLinkAboutPermit D19-0047 - CHALET SOUTH - NEW DECK RAILINGS AND TRAFFIC COATINGSCHALET SOUTH 4012 S 158TH ST BLDG 03 D19-0047 C 0 City of lFuk"^»^Ua Departmentmf Community Development ' 63nosoutocenterBoulevard, Suite #zno Tukwila ,VVashingtongO188 v�""~.�on'u��'norn ''----' ----- Inspection Request Line: 2O6-Q8-9358 Web site: http-://www.TukwilaWA.gov Parcel No: Address: DEVELOPMENT PERMIT 1}08OU0UOO 40I2S158TMSTBLDG03 Project Name: CHALET SOUTH Permit Number: D19-0047 Issue Date: 3/14/2019 Permit Expires On: 9/10/2019 Owner: Address: Contact Person: Name: ',WA, 1115 N 140TM ST^ S[ATTUE, WA, 98133 Contractor: Name: [NCLEUDCONSTRUCTION LL[ Address 11I5N l4nTMST'SEAlTLE,WA, 98I33'7O01 License No: MCLEOCL951DD Lender: Name: CROWN MANAGEMENT GROUP Address: 13505AMOAUN1 BLVD#1O3 , 8UR|[N, WA, 98146 Phone: (206)455-04I1 Phone: (206)545-7837 Expiration Date: 3/8/202I DESCRIPTION OFWORK: NEW DECK RAILINGS AND TRAFFIC COATINGS Project Valuation: $20,00400 Type ofFire Protection: Sprinklers. Fire Alarm: Type ofConstruction: VB Electrical Service Provided by: TUKVV||A Fees Collected: $868.03 Occupancy per IBC: R-2 Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: international Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: YVACities Electrical Code: VVA[J96-4§B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Chan ne|izadon/Sthping: Curb[ut/\oeas/5idpwa|h: Fire Loop Hydrant: Flood Control Zone: Hau|inK/OversizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: U Fill: O Number: U No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct, All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting ofthis itnot °re5,uometugive authority toviolate orcancel the provisions ofany other state orlocal, s regulating w' ructionorthep-- onnanoeofwork. |amauthorized tnsign and obtain this devp|opm^ t per .,,it and a3 the co—?�dition,&V.chedtothis permit. Signature: PhntNama� 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' Z: 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. ]: 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. b: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement. 7: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. Acopy can beobtained utCity Hall inthe office ufthe City Clerk, B: VALIDITY 0FPERMIT: 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 ufthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official fronnpequihngthecorrecdonofermrsin the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING CITY OF TUKCLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. --AD q Project No. Date Application Accepted: O,Z104,,,k Date Application Expires: 6 iF1C,Xe 119 0 5/ 7 (For office use otily) 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 16King Co Assessor's Tax No.: 1 S 0 0 Site Address: Li 0 12- \ 0 AA- Suite Number: Floor: 41) Tenant Name: T4 A- CY10_ let S PROPERTY OWNER Name: (lArilgA- iSt.AA-L "IA 6 Address: City: City: --F1PkW;‘A State: Zip: Tb 1 MI. CONTACT PERSON — person receiving all project communication Name: .--3-;:fi-ti, \\A (1`iie.SN'ts—S Address: \As 1,4 . ie.toUtl. c I City: v,,,, A State: Zip: e\testr.45 Phone: 2.04, Lists ce.,t t I Fax: .20 NI. ut Email: .1. 1.-Ir 6 Y s $.—rAckez 4 comt-rz-w,i-ioT GENERAL CONTRACTOR INFORMATION Company Name: Re...4.04 r L....,0t.3s.6.1/44r.....t-ioti Address: ikk'' N• 1140-1-6 City: r t .S....e.44.1 t _ e..... State: 14 A... Zip: tIt ss Phone: 20(0 smc .1„ ,_Fax: z.0 k.,7 5 ei c „.4. zs .-2 Contr Reg No.: xp Date: A Tukwila Business License No.: ("""uk,.$ (..3 L • New Tenant: Yes No ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD — Company Name: Engineer Name: ... Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: 1,1)SOC) Pk t4,...4t4-on• 5kAi4 li 1,‘,) "S City: .apvcz. ‘ State: I jAr Zip:actlitic. H: \Applications \ Forms -Applications On Line \ 2011 Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 1 of 4 BUILDING PERMIT INFORMATI(- 206-431-3670 Valuation of Project (contractor's bid price): $ LL/ Describe the scope of work (please provide detailed information): Nteck j m n ff, Existing Building Valuation: $ ‘LA, Will there be new rack storage? ❑ Yes R No If yes, a separate peiuiit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lsl Floor 21 Floor J V C++.' t "� V 2.2. 3`d Floor ^� t ,. AZ2 - Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck x j 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: *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: Floor area of accessory dwelling: Handicap: Will there be a change in use? ❑ Yes No If"yes", explain: FIRE PROTECTION/HAZA.RDOUS MATERIALS: O Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..,.... 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 ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:LApplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 2 of 4 PUBLIC WORKS PERMIT INF(�bIATION - 206-433-0179' Scope of Work (please provide detailed information): r N "'a Ca11 before you Dig: 811. Please refer to Public Works Bulletin #11 for fees and estimate sheet. Water District ❑ ...Tukwila 0...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑...Valley View ❑ ... Sewer Availability Provided ❑ .. Highline 0 .. Renton ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ,..Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑...Hold Harmless — (SAO) D...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Domestic Water ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size Il WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ..,Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 3 of 4 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 EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PE BY THE L. 1 STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 'OR jLTa RIZEt EN Signature: Prin Mailing Address: 1 (4.$, M • 144 ) Day Telephone: City Date:_02-(;) LQ 1 ‘1, I 11 Zip HAApplicationsWorms-Applications On Linc\201 I ApplicationsWermit Application Revised - 8-9-1 I.docx Revised: August 2011 Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $868.03 D19-0047 Address: 4012 5 158TH ST BLDG 03 Apn: 1508000000 - $868.03 Credit Card Fee $25.28 Credit Card Fee R000.36b.908.00.00 0.00 $25.28 DEVELOPMENT $818.15 PERMIT FEE R000.322.100.00.00 0.00 $491.91 PLAN CHECK FEE R000.345.830.00.00 0.00 $319.74 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $24.60 TOTAL FEES PAID BY RECEIPT: R16780 $868.03 Date Paid: Wednesday, February 06, 2019 Paid By: JURA STIRBYS Pay Method: CREDIT CARD 02773G Printed: Wednesday, February 06, 2019 8:53 AM 1 of 1 1 SYSTEMS 0 CO CITY OF TUxwzLx Date: 02/06/2019 08:53:06 4m CREDIT CARD SALE VISA CARD w0n8En: ***+*****1958 K TR4N AMOUNT: $888.03 APPROVAL [D: 8I773G KE[UKD #: 000 CLERK ID: Laurie Thank you! Customer Copy INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9:350 Project: /�' ,� CAANAddress: Type© lnspe t n: Date Called: Special Instructions: 41 � , 0ff IC CO 4.1119-5 ,Date .Requester. Wanted: Phone No Zati, At SS pproved per applicable codes. Corrections required prior to approval. ENTS: nspector: "'" - Date= REINSPECTIO EE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 619 a2q-7 Project: Type of nspec on: .10.4,14tAA, 04-1 Address: Date Called: Speciai tnstructsons: Date Wanted: a. . p. . Request1,e • Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Chalet South Condominiums 4012 S 158th ST Tukwila, WA 98188 Chalet South HOA Parcel:150800-0000 Property Type°K Legal: Plat Block: BLD 1 Plat Lot: Unit 1 SW-22-23-4 Applicant: McLeod Construction 115 North 140th st Seattle, WA 98133 Project: Traffic Coatings and Railing replacement on 4 decks There are no structurallfootprintluse changes, There is no interior work in the scope and residents will not be affected, Basic Site Plan Sheet 01 SEPARATE PERMIT REQUIRED FOR: Metharcre 3 Eledrial 3 Plumbing Gas Piping City of Tukwia BUILDING DIVISION x 4 0 z REVISIONS �.r No chances shall be made to the scope of worn without in approval of the Tukwila Building Division, NOTE: Revisions wilt require a new plan submittal and may include additional plan review, FIB COPY Pe No, Mann revew apsrov I IS Sub�d In errorsOmISS10nS ' c aval o Ifend 10laulr ueihev�„ arom. a�a Rarc ,��W!►� C ly of TuKw a OUILDING DIVISION entsdoes pled Code 0r Copy an COD;: CC; .,:1.IAANCE MAR 06 M9',A City of Tukwila BUILDING DIVISION RECEiv'EC CITY OF IUK'41A FEB 06 2019 PERMIT CENTER o�� Chalet South Condominiums 4012 S 158th ST Tukwila, WA 98188 Chalet South HOA Applicant: McLeod Construction 115 North 140th st Seattle, WA 98133 Project: Traffic Coatings and Railing replacement on 4 decks North Elevation Locations of railing installation and traffic coatings Only these four decks are included in the scope of work 40' Sheet 02 Traffic coatings to be replaced with new base coat, sand coat and top coat 73' Railings being replaced with Vista Aluminum pocket tailing system, fascia mounted, For specifications and installation, please refer to sheets 3 & 4 Railings comply with 2015 IBC AA ASM 35, and Parts 1-A and 1-B Refer to Document 5 for specifications and structural calculations COD: CC; ��'uANCE MAR 06 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 0 61019 PERMIT CENTER PICKET RMLIN. bc AIL. REVILV -OR CODE CUPLIANC APPROVED AR 06 Nig City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKl!! FEB 0 6 2.A., PERMIT CL; Evergreen Railings 7229 212m St. SW, Ste. F, Edmonds,A 98026 Phone; 206465.54 2 - F 42 670.2999 14 04,44TER" ewe COST ecticoS SI.AI.E•NTS rA5C1A MOUNTING "rO CUZ5 WALL CODE CC; O IANCE rtr'i'ir'v ti 2i) MAR 06 L1 City of Tukwila BUILDING DIVISION 1 "TYPICAL CuAS WAuL RECEIVED CITY OF TUKWILA FEB 062019 PERfV11T CENTER P DM GASKET Po5T t'ASCIA BRACKET 3/81' S" LAG 5C¢gW5 (y) 56A64NT ON TIE 'TNREAt Evergreen Railings 7229 212th St. SW, Ste. F, Edmonds, WA 98026 • Phone: 206.465.5412 - Fax; 425.670.2999 Sheet 04 iii i'mor, lang Ile---; structural engineering inc. File No. 112-064 December 15, 2015 BW Vista Railings 23282 River Road Maple Ridge, B.C. Canada V2W 1B6 Attention: Mr. Ed Granholm FL CODE CC: ,,,;--)1.1Ai,t10E MAR 06 2019 City of Tukwila BUILDING DIVISION RE: ALUMINUM GUARDRAIL SYSTEMS BUILDING CODE COMPLIANCE Vista Design Manual—AMERICAN .„/22 RICE NED CITY OF TUKWILA FEB 0 6 2019 PERMIT CENTER As requested, a series of 42" high allowable guardrail configurations intilled with I/4" tempered glass or pickets and acceptable guardrail mounting configurations have been determined and are assembled on pages 23 to 45 inclusive and pages 12 to 17 inclusive respectively of the American BW Vista Railings 8th Edition Aluminum Guardrail Systems Design Manual. These configurations are in conformance with the structural load requirements for balcony guardrails as specified in the following code: • 2015 International Building Code section 1607.8.1 Handrails and guards The seals applied are current for details and tables assembled for the codes indicated above. Annual resealing of these documents is not necessary. Contact us with any further questions concerning this. Yours truly, LANG STRUCTURAL ENGINEERING INC. Bill Louwerse, P.Eng., Struct.Eng., PE BL/jk ExPIREsSEP 3.0 20171 #201-2313 WEST RAILWAY STREET. ABBOTSFORD, BC V2S 2E3 (604) 85341522 (604) 857-1757 FAX (604)853-015 BW VISTA-8th ED1TION-2015 Document 05 Vista Design Manual — American ...12 TABLE OF CONTENTS TABLE OF CONTENTS 2 LISTOF FIGURES3 LIST OF TABLES 3 1.0 INTRODUCTION 4 2.0 GENERAL DESIGN 4 2.1 DESIGN CRITERIA 5 2.1.1 Loadings...... ...................... ............._................... ...... 5 2.1.2 Factors of Safety ....................................................... 5 2.2 MATERIALS AND PROPERTIES 6 2.2.1 Mechanical Properties of Aluminum Alloys and Elements 6 2.2.2 Physical Properties of Guardrail Elements 6 2.3 ELEMENT AND SYSTEM LOAD CAPACITIES 9 2.4 LOAD DISTRIBUTION 9 2.5 ANCHORAGE 9 2.6 WEAKNESS IN WELDED ALUMINUM 18 2.7 DESIGN PROCEDURES 18 2.7.1 Top Rail Design18 2.7.2 Post Design....................................»».».»»19 3.0 DESIGN TABLES ........... .......... ........ ................ ........„............. ............. ......,......... 19 3.1 WIND LOADING 19 3.2 GUARDRAIL HEIGHT VARIATIONS 20 3.3 GUARDRAIL SYSTEMS WITH ALUMINIM PICKET INFILL . 20 3.4 GUARDRAIL SYSTEMS WITH GLASS PANEL INFILL 21 3.5 FASCIA MOUNTED POSTS 21 LETTER OF CONFORMANCE. 22 BW VISTA RAILINGS-8"' EDITION-2015 Vista DesiguMunua\—Amodnmo UST OF FIGURES F|GUREi: MAIN ELEMENTS 0FGUARDRAIL SYSTEMS . 4 FIGURE 2/ TYPICAL CROSS -SECTIONS OFCOMMON GUARDRAIL ELEMENTS 8 FIGURE 3: ACCEPTABLE GUARDRAIL MOUNTING CONFIGURATIONS 13 FIGURE 4: GUARDRAIL CONFIGURATIONS 23 F|GURE4A: 42''HIGH ALLOWABLE CONFIGURATIONS TYPE 1A 34 F|GURE4A`4: 42^HIGH ALLOWABLE CONFIGURATIONS TYPE 1AALTERNATE ' 26 HGURE4B: 42" HIGH ALLOWABLE CONFIGURATIONS TYPE 1B 26 F|GURE4B`A: 42^HIGH ALLOWABLE CONFIGURATIONS TYPE 1BALTERNATE 37 F|GURE4C: 42^HIGH ALLOWABLE CONFIGURATIONS; TYPE 1C 28 F|QURE4D: 42''HIGH ALLOWABLE CONFIGURATIONS TYPE 1D 39 F|GURE4E: 43^HIGH ALLOWABLE CONFIGURATIONS TYPE 1E 30 FIGURE 4F:42"HIGH ALLOWABLE CONFIGURATIONS TYPE 2A 31 FiGURE4G: 42"HIGH ALLOWABLE CONFIGURATIONS TYPEZB 32 FIGURE 4H:42^HIGH ALLOWABLE CONFIGURATIONS, TYPE 3A DD FIGURE 4H'A:42^HIGH ALLOWABLE CONFIGURATIONS TYPE 3AALTERNATE 34 FIGURE 4|: 42^HIGH ALLOWABLE CONF|GURAT|ONSTYPE38 35 FIGURE 4)-A:42^HIGH ALLOWABLE CONFIGURATIONS TYPE 3BALTERNATE 36 F|GURE4J: 42^HIGH ALLOWABLE CONFIGURATIONS TYPE X 37 F|GURE4K 42"HIGH ALLOWABLE CONFIGURATIONS TYPE 3D 38 F|QURE4L: 42''HIGH ALLOWABLE CONFIGURATIONS TYPE 4A 39 F|GURE4M: 42''HIGH ALLOWABLE CONFIGURATIONS TYPE 4B . 40 FIGURE 4N:42''HIGH ALLOWABLE CONFIGURATIONS TYPE 5A 41 FIGURE 4O:42''HIGH ALLOWABLE CONFIGURATIONS TYPE 5B 42 FIGURE 4P:42^HIGH ALLOWABLE CONFIGURATIONS TYPE GA 43 FIGURE 4(3:42''HIGH ALLOWABLE CONFIGURATIONS TYPE 6B 44 FIGURE 4Q-A:42^HIGH ALLOWABLE CONFIGURATIONS TYPE OBALTERNATE 48 LIST OF TABLES TABLE1: MECHANICAL PROPERTIES OFALUMINUM ALLOYS AND ELEMENTS 6 TABLE 2: PHYSICAL PROPERTIES OF COMMON ELEMENTS - 7 TABLE 3: BVVVISTA RAILINGS LTD..TESTING RESULTS 10 �� B\�VT8T��R�^OLI�JC}^-" 15 Vista Design Manual—Ammdcan 1.0 INTRODUCTION Permanent guardrail systems are required near or at the open sides of elevated walking/viewing surfaces for the purpose of minimizing the potential of an accidental fall to a lower level. Aluminum guardrail assemblies are commonly comprised of straight sections of top noi| elevated and supported above a floor by uniformly spaced posts. The posts are anchored to the floor system by means of anchor screws or bp|ta. Abottom channel runs between support posts just above thefloor system, The vertical space between the posts, the bottom channel and top rail is infiUod with either glass panels or aluminum pickets. Figure 1 below illustrates the main m|emon&x of a glass panel and aluminum picket guardrail system, /y Glass Panel Guardrail System Aluminum Picket Guardrail System FIGURE1: MAIN ELEMENTS 0FGUARDRAIL SYSTEMS 2.0 GENERAL DESIGN This manual has been compiled to provide na\avan4 structural information which will enable designers, installers, architects, and engineers to select safe and code -conforming guardri|designsusing BW Vista products. The major considerations for the structural design ofguardrails are: 1. Structural design criteria as established by governing building codes, bodies and authorities orbympecifioand unique established project design requirements, 2. Mechanical properties of material used in the manufacture of guardrail elements, 3. Physical properties cfguardrail elements, 4. Load capacities ofguardrail elements and component systems, 5. Load distribution characteristics of various guardrail elements and systems, and 6. Proper anchorage of support elements to surrounding supporting structures. "' BWVJ3TA RAILINGS-8/5 Vista Design D8mnuo —Amcricuo 2.1 DESIGN CRITERIA 2.1.1 Loadings Structural design loading requirements for guardrails are specified by governing building codes and bodiea, local ordinanoeo, project apwd8oabono and/or regulatory authorities. Usually a uniformly distributed load and/or o concentrated load applied to the top rail is specified. The loading requirements of the 2015 International Building Code for guardrails are provided insection 16U7.8.1 Handrails and guards asshown below: 1607�1 Handrails and guards. Handrail assemblies and guards shall be designed to resist aload of6Oplf(0.73 kN/m)applied |nany direction at the top and to transfer this load through the supports to the structure, 1For one' and Wm -family dvwd|inga, only the single, concentrated load required by Section 1607.8.1.1 shall be applied. 2. In Group 1'3. F.H and S ououponuieu, for onaan that are not ooueooblo to the general public and that have an occupant load nogreater than 5U.the minimum load shall bm20pounds per foot (0.29kNhn). 1607�1.1Cnncentrated load. Handrail assemblies and guards shall beable to resist a single concentrated load of 200 pounds (0-89 kN), applied in any direction at any point along the top, and have attachment devices and supporting structure to transfer this loading to appropriate structural elements of the building. This load need not be assumed to act concurrently with the loads specified in the preceding paragraph. 16078.1.2 Intermediate Rails. intermediate roUm (all those except the hondnail), balusters and panel fillers ahm| be designed Vowithstand a horizontally applied nonno| load uf50 pounda(8.22 I(N) on aarea equal to 1 square foot (0.O83m2)` including openings and space between rails. Reactions due bmthis loading are not required 1obasuperimposed with those ofSection 16O7.8.icn1507.8.1.1. 2,11.2 Factors KfSafety Factors of safety are generally related to u mode of failure. Duuh|o fai|ure, such as stable (no buckling) yielding ofmmetal element, iousually assigned alower factor ofsafety than is brittle failure, such as screw fracture or anchor bolt pullout. A higher or lower factor of safety may beappropriate depending upon the type ofapplication and other considerations made by the certifying professional. For instanco, a higher factor of safety may be more appropriate for glass infiU panels since their failure is of a brittle nature. The guardrail oonfiQun»oona/denign tables provided at the end ofthis manual have been developed using the factors ofsafety an set out in the 2015 International Building Code, AA AgyN 36. and Parts 1+4 and 1'13 of the Aluminum Design Manual. m BT�VJ5T��BLAlLI�J(3O-8EDlTlON'28'l5 C I c I< f 2.2 MATERIALS AND PROPERTIES Alloy & products Vista Design Manual — American .../6 2.2.1 Mechanical Properties Of Aluminum Alloys And Elements Mechanical properties of aluminum alloys used in BW Vista Guardrail Systems are provided in AA ASM 35 and Parts 1-A and 1-B of the Aluminum Design Manual and are listed in Table 1 below. Properties vary with the composition and temper of the material and also, to some degree, with the profile and the direction of stress. TABLE 1: MECHANICAL PROPERTIES OF ALIJMINUM ALLOYS AND PRODUCTS NOT WELDED WELDED Tensile Tensile Compressive Tensile Tensile Elastic ultimate yield yield ultimate yield modulus Fu Fy Fy Fwu Fwy E 6063-T5 Extrusions up to 0,500 6063-T6 Extrusions 6061-T6 ons 22 ksi 16 ksi 16 ksi (151.7 MPa) (110.3 MPa) (110.3 MPa) 30 ksi 25 ksi 25 ksi (206.9 MPa) (172,4 MPa) (172:4 MPa) 38 ksi 35 ksi 35 ksi 4 M 6005A-T61 38 ksi 35 ksi 35 ksi Extrusions 262.0 MPa 241.3 MPa 241.3MPa) h i I ro e 'es Of Gu rd ail El m nts 17 ksi (117.2 MPa) 17 ksi (117.2 MPa) 11 ksi (75.8 MPa) 11 ks) (75.8 MPa) 10100 ksi (69640 MPa) 10100 ksi (69640 MPa) 24 ksi 20 ksi 10100 ksi 165.5 MPa) (137.9 MPa) (69640 MPa) 24 ksi (165.5 MPa) 20 ks4 10100 si (137.9 MPa) (69640 MPa) Physical properties of sections of commonly used elements in BW Visia Guardrail Systems are given in Table 2. Typical cross -sections of these elements are provided in Figure 2. Additional elements are shown in BW Vista's Dealer Catalogue, BW VISTA RAILINGS-8t1' EDITION-2015 ELEMENTS TOP RAILS 57.2 mm 4") round • rail far pl= panel infili 57.2 mm (2 ') square • • rail for gla • anel infill 57.2 nun ( 4") round • • rail tar Vista Design Manual - American ...R TABLE 2: PHYSICAL PROPERTIES OP COMMON ELEMENTS ALLOY AREA lxx Sxx Ny Syy in2 in4 in3 in4 10In3 (mm2) (106mm4) (10amm4) (106mm4) (103mm4) 6063-T5 .727 .237 .228 .412 .358 (469) (.099) (3.742) (.171) (5.861) 6063-T5 .785 .298 .292 .523 .4 54 (507) (.124) (4.783) (.218) (7.440) 6063-T5 .621 .238 .226 .397 .345 (401) (.099) (3.705) (.165) (5.654) 57.2 mm (21/4") 6063-T5 .661 .298 .289 .507 .441 .r square top rail for (426) (.124) (4.730) (.211) (7.221) picketinfiil TOP RAIL SLEEVES/CORNERS Inside roypd top 606345 .484 .121 > .155 .287 .275 er (312) (.050) (2.540) (.119) (4.503) outside top rail ve/Comer 6063-T5 .541 .334 .281 .395 .318 (349) (.139) (4.603) (.164) (5.202) outside square top 6063-T5 .598 .407 .360 .538 .427 -' rail sleeve/corner (385) (.169) (5.895) (.224) (6.995) BOTTOM RAILS iYlrar el system bottom rail for / picket panel system POSTS 63.6 m1 /2") 6005A-T61 .780 .772 .617 .772 .617 (503) (.321) (10.115) (.321) (10.115) 6063-T6 .310 .051 .065 .097 .144 (200) (.021) (1.057) (.040) (2.357) 6005A-T61 .208 .007 .015 .052 .077 (134) (.003) (.242) (.022) (1.254) 50.8 mm (2") square post 38.1 112") Post MISCELLANEO S 1 1/4° (31. m) ached 40 h rail pipe 6005A-T61 .636 .393 .393 .393 .393 (411) (.163) (6.434) (.163) (6.434) 6005A T61 .460 .156 .208 .156 .208 (297) (.065) (3.404) (.065) (3.404) 6061-T6 .667 .194 .234 .194 .234 (430) (.081) (3.837) (.081) (3.837) pickets 606345 various plates Levend I - moment of inertia S - section modulus 6061-T5 .113 .006 .020 .006 .020 (73) (.003) (.329) (.003) (.329) BW VISTA RAILINGS-8th EDITION-2015 TOP RAILS 6:42-1/4" (57.2 mm) round top rail for glass panel system jlif2 1/4" (57.2 mm) quare top rail for glass panel system p Vista Design Manual — AMERICAN .../8 ,,C:12 1/4" (57.2 mm) round top rail for picket infil 2 1/4" (57.2 mm) square top rail for picket infill system TOP RAIL SLEEVES/CORNERS inside round top rail sleeve/comer Inside square top rail sleeve/comer BOTTOM RAILS bottom rail for glass panel system „.„.7104.-- outside round top rail sleeve/comer outside square top tail, sleeve/comer bottom rail for picket infiII system POSTS PICKETS 2 1/2" (63.5 mm) square post 0.080' wall thickness 5/8" x 5/8" (15.9 mm) IQ square picket 0.o49' wan thickness LI_2" are ost square x 1 1/2" (15.9 x 38.1 mm) square post picket 0.072" watt thickness 0.050' wall thickness 1:::(1 1/2" (38.1 mm) square post 0.065' wall thickness FIGURE 2: TYPICAL CROSS -SECTIONS OF COMMON GUARDRAIL ELEMENTS BW VISTA RAILINGS - 8th :EDITION - 2015 Vista Design Mun-ual—American 2.3 ELEMENT AND SYSTEM LOAD CAPACITIES AA ASM 35ond Parts1-A and1-B of the Aluminum Design Manual can berused in determining individual component capacities using conventional engineering design procedures. This method is somewhat conservative and limiting since itdoes not give consideration tnthe varying interactions of the elements in determining the load carrying capacity of the guardrail system, Analysis and testing procedures are applied to achieve infon-nation for a more efficient design. A}\omatively, aluminum guardrail element and system load capacities can be determined following the applicable provisions of the 2015 Interriational Building Code in Chapter 17 Structural Tests and Spudo\ Inspections. BVVVista has conducted onextensive testing program using the services of )ntartek Testing Services Na Ud.NWmmock Hershay, some of the results of which are provided in Table 3. Reports of the tests are available upon request. Since test results generally reflect more accurately the actual load oar7y|ng capacity of elements and aystems. BVVVista. recommends the use of test results, where possible, in determining acceptable guardrail designs, 2.4 LOAD DISTRIBUTION Proper determination of load distribution is a necessary step in the efficient design of guardrail systems. Load distribution iaaffected by numerous factors, including but not limited to, the stiffness ofthe top rail relative to the stiffness ofthe posts, the continuity of the top rail, the length ofeach straight segment, the total number nfspans |nosegment, the type ofpanel |nN|and the end support conditions. Accurately determining the load distdbuUon characteristics of m guardrail system requires m sophisticated analysis approach. 8'W Vista has developed specialized computer modelling used to determine the load distribution for its vohnun systems -and has performed extensive testing hoverify the results. Analysis and design of unique configurations requires specialized engineering which can be provided by BVV Vista. Use of this information in combination with test results is essential for the efficient design ofsafe guardrail systems. 2.5 ANCHORAGE Proper anchorage of guardrail posts and rails toasound and structurally adequate supporting structure is essential for a guardrail system. These elements must be as secure and rigid as possible. A structurally adequate supporting stmcbmnm imam important as the anchorage elements themselves. One without the other compromises the load carrying capacity and performance of the guardrail system. Building designers and general contractors must be made aware of their responsibility to provide for proper support conditions since this is beyond the normal scope and control ofthe guardrail system designer and installer. The anchorage and supporting structure for each post must be designed to cairy the applied loads and their associated overturning moments at the post base. These loads comprise of shear, tension and compression forces which must bmresisted, Figure 3indicates some common and approved post base connections. The anchorage and supporting structure of each top (and bottom) rail to base building components (wall, column, etc) connection must be designed to carry the applied loads transferred from the top and bottom rail. The connection iu assumed toprovide pivot support with no- flexural resistance. Shear loads and, depending upon the system configuration, pullout loads must beresisted. Figure indicates some common and approved top and bottom rail to base building component connections. BVVVISTA EDITJON-2015 Vista Design Manual — American _MO TABLE 3: BW VISTA RAILINGS LTD. TESTING RESULTS Element/Component System TOP RAILS 2 1/4" (57.2 mm) round top rail for glass panel hill! 2 1/4" (57.14n) squaret0rail for glass panel infill 2 1/4" (57.24nm) round top"rail for picket nfill 2 1/4" (57.2 mm) square top rail for picket infill TOP RAILS WITH SLEEVES 2 1/4' (57.2Am) round top rail with Inside sleeve for picket Inn 2 1/4" (57.2 mm) square top rail with outside sleeve for picket Will CORNERS 90° roui,..external corner 90square external corner 135° round extemal comer 135° square external comer Average Ultimate Load Applied 872 bs. (3879 N) total load applied at 1/3 span points 1047 lbs. (4657 N) total load spoiled at 1/3 span points 1054 bs. (4686 N) total load applied at 1/3 span points • 1261 tbs. (5609 N) total load applied at 1/3 span points 892 lbs. (3966 N) total load applied at 1/3 span points 1071 lbs. (4763N) total load applied at 1/3 span points 978 lbs. (4350 N) in tension and shear 670 lbs. (2980 N) in tension and shear 1193 lbs. (5308 N) 958 lbs. (4263 N) Mode of Failure buckling t load point buckling @ support buckling © load point buckling © support fastener tearing inner sleeve flange bending/deformation of rail ends al midspan connector bottom Inner weld of sleeve mitre tore open bottom inner weld of sleeve mitre tore open bottom brier weld of sleeve mitre tore open bottom inner weld of sleeve mitre tore open BW VISTA RAILINGS-8th EDMON-2015 Vista Design Manual — American /11 TABLE 3: BW VISTA RAILINGS LTD. TESTING RESULTS CONTINUED Element/Component System MISCELLANEOUS 1 114131.8 mm) schedule 40 handrail top raiydnd Gip bottom t%annel end clip handrail bracket GLASS PANELS .25" (6 mm) terrfkred glass panel 36" (914.4 mm) x 12" (304.8 mm) .25" (6 mm) tem 36° (914.4 red glass panel x 48" (1219.2 mm) .25" (6 mm) tempered glass panel 36" (914.4 milt) x 48" (1219.2 mm) PICKET 5/8" (15.9 mm) picket , 5/8" (15.9 mm) picket panel 44" (1118 x 381/4" (972mm) FASTENERS #14 x 2 screw secyed to solid fir lumber #14 x 2 1/2" screw seared to solid spruce lumber #14 x 2 ' screw in post screw chase #8 x 1 1/2" screw in top rail sleeve Average Ultimate Load Applied 344 lbs. (1530 N) total bad applied at 1/3 span points 1447 lbs. (6437 N) in shear 1779 lbs. (7915 N) In shear 254 lbs. (1130 N) 2151bs. (955 N) at midspan edge 3661bs. (1627 N) at midspen edge 92 psf (4.40 kPa) distributed load over entire panel 256 lbs. (1140 N) at midspan 696 psf (33.3 kPa) distributed Loading at midspan over 12" (305 mm) x 12" (305 mm) area 2104 lbs. (9359 N) withdrawal 14911bs. (6632 N) withdrawal 4821 lbs. (21445 N) withdrawal 1120 lbs. (4982 N) withdrawal Mode of Failure uniform bending failure top forward screw pulled laterally out of chase top forward screw pulled laterally out of chase bracket yielded fracture fracture glass panels sips out o1 bottom rail weld failure at end connection weld failure at end connection screw pulled out of wood screw pulled out of wood restraining bolt lore through the aluminum post screw neck elongated and broke below head NOTES 1. Tests conducted by Intertek Testing Services Na Ltd. / Warnock Hersey — reports available upon request, 2. Test procedures in general conformance with ASTM Standard Specification E 985-87 for Permanent Metal Railing Systems and Rails for Buildings and ASTM Standard Test Methods E 935-85a for Performance of Permanent Metal Rating Systems and Rails for Buildings. 3. Testing reviewed by Lang Structural Engineering Inc. 4. Design load tor elements as specified by 2015 International Building Code section 1607.8.1 Handrails and guards. BW VISTA RAILINGS-8th EDITION-2015 rn- a ng tructura I ngineering nc. 12'-0" oats Design Manual — AMERICAN visT GQ ENADA___1 , RI FAX (604 467-1197 (SW 667-8247E R ROAD Ake,„4144) Pr of essionol Roiling Systems vrww.bwcr liverallings.com TYPE 1 — FREE—STANDING TYPE IC - END CONOM S - 2" POST EACH END INTERMEDIATE CONDITIONS - 2" POSTS EVENLY SPACED c-- 2 '---9" _ 8'-7" SEE FIGURE 3 AND SECTION /5 ANCHORAGE Or THE DESIGN MANUAL FOR DETAILS REGARDINGACCEPTABLE GUARDRAIL MOUNTING CONFIGURATIONS AND MAXIMUM SERVICE PULL-OUT LOAD REQUIREMENTS FOR ANCHORS, POST LEGEND 1-1/2" 2" 271/2" I I 1 POST SIZES 20 LBS/FOOT OR 200 LBS. TOP RAIL LOADING AS PER 2015 IBC SECTION 1607.6.1 HANDRAILS AND GUARDS FOR ONE AND TWO FAMILY DWELLINGS AND IN GROUP I-3,F,H AND S OCCUPANCIES FOR AREAS THAT ARE NOT ACCESSIBLE TO THE GENERAL PUBLIC AND THAT HAVE AN OCCUPANT LOAD NO GREATER THAN 50. z 34-8" - Front Panel NOTES: -CONFIGURATTONS SHOWN ACCEPTABLE FOR TOP MOUNT (AS SHOWN) AND SIDE/FASCIA MOUNT CONDITIONS FOR BOTH I/4"' TEMPERED GLASS (AS SHOWN) AND PICKET GUARDRAIL SYSTINS -ALLOWABLE CONFIGURATIONS ARE BASED UPON ANALYSIS, CALCULATIONS AND RESULTS OF TESTS CONDUCTED BY INTERTEK TESTING SERVICES NA LTD./WARNOCK HERSFIEY, -ALLOWABLE CONFIGURATIONS ARE IN CONFORMANCE WITH THE APPUCABLE STRUCTURAL REQUIREMENTS SPECIFIED IN THE 2015 INTERNATIONAL BUtiatlitenehiTION 1607111 EXPIRES AFER 0 3 20 50 LBS/FOOT OR 200 LBS. TOP RAIL LOADING FOR cONGMONS NOT MENTIONED ABOVE 1 CtTL CA.Ig BW VISTA RAILINGS - 8th EDITION - 2015 12 SCREW TOP VIEW BWV 6" FASCIA RACKET 3/8"0x3" LONG FOR 1-1/2" POST 1 /2"0x4-1 /2" LONG FOR 2" POST ILTI KWIK BOLT 3 XPANSION ANCHOR structural engineering/ inc. CONCRETE TO/SE MIN. 4000 psi (27.6 MPa). Visto Design Manual — AMERICAN .../16 VI k1k8247188� P: BWC Professionol Roiling Systems .b 604 tl «goal; c«n • —1/2" Mlgl..FOR 1-1/2" POS 3-3/4" MIN, Fek.2"8POST • '5" °•° • • 2-1/2" MIN. FQR •1-1/2"'POS 3-3/4" MIN° FOR . 2" 1 DST 11/2' OR 2' POST BWV 6" FASCIA BRACKET 5/16"0x4in.LONG(3-1/4" Thread Length) LAG SCREW ordywdwVIVIZAZIAAAAAAAAAAAAAKAAAAAAKAAAr 1-1/4" MIN. " •ALTERNATE 5/16"0 THROUGH —BOLT —1/4" MIN. 3-1/4" MIN. THREAD EMBEDMENT IN WOOD —1/4" MIN. '3-1 /4" MIN. THREAD LENGTH 9" ' EMBEDMENT IN WOOD 11/2' OR•T PSTaDE Mom w000 •ALTERNATE 5/16"e FLOOR JOISTS PARALLEL THROUGH —BOLT BWV 6" FASCIA BRACKET CONCRETE TO $E MIN. 4000 si (238'MPa), /2"0x4/1 /2" LONG TV WKBOLT 3 NSION ANCHOR 3-3/41 MIN• ' •'Ii�l 3-3/4" SAIN. • e r 11..' /21/2' POST SIDE MOUNT TO CONCRETE BWV 6" FASCIA BRACKET ,/5/16"0x3-1/4" LON LAG SCREW ..r/iif�if 2/3" / 1 rn •'ALTERNATE 5/16"O ----- THROUGH —BOLT 1 2/* " '1-1J4" MIN. " MIN THREAD LENGTH EMBEDMENT IN WOOD wNr TO s-P-F I�YOgID JOISTS PERPISNDICULAR 6"FASCIA RACKET T /16"0x3-1/4" LONG LAG SCREW IMLLIAM LO VroE■iiriiiiiiiiiiA1r—Ar1i/r 4 „sMliIm:..N S1%►�"• Lf�im� 2U2' 1/4" MIN. MIN THREAD LENGTH EMBEDMENT IN WOOD To �, f wooD •ALTERNATE 5/16"0 JOISTS Pam, THROUGH —BOLT WOOD BLOCKING ANCHORAGE , MAIN STRUCTURE AND MAIN STRUCTURE LOAD CAPACITY RESPONSIBILTY OF OTHERS \RGURE 3continued ACCEPTABLE GUARDRAIL MOUNTS CONFIGURATIONS BW VISTA RAILINGS - 86 EDITION - 2015 Response to Correction Letter # CricRMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0047 DATE: 02/12/19 PROJECT NAME: CHALET SOUTH SITE ADDRESS: 4012 S 158TH ST X Original Plan Submittal Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: p 4,kt Building Division iWorks mik Fire Prevention It Pia ning Division Structural r PRELIMINARY REVIEW: Not Applicable r (no approval/review required) Permit Coordinator ri DATE: 02/14/19 Structural Review Required REVIEWER c6 INITIALS: DATE: LI APPROVALS OR CORRECTIONS: Approved Corrections Required r Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 03 14/19 REVIEWERS INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire LI Ping LJ PW 0 Staff Initials: 12/18/2013 MCLEOD CONSTRUCTION LLCe 0 Search L&I Page 1 of 3 0 Washington State Department of Labor & Industries Home Espanol Contact A-Z Index Iiclp My 1..d1 Safety & Health Claims & Insurance Workplace Rights Trades & Licensing MCLEOD CONSTRUCTION LLC Owner or tradesperson Principals GOODMANSEN, CRAIG D, PARTNER/MEMBER GOODMANSEN, ANDREA SIEGEL, PARTNER/MEMBER Doing business as MCLEOD CONSTRUCTION LLC WA UBI No. 602 474 102 1115 N 140TH ST SEATTLE, WA 98133 206-545-7837 KING County Business type Limited Liability Company Governing persons ANDREA SIEGEL GOODMANSEN CRAIG D. GOODMANSEN; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. MCLEOCL951 DD Effective — expiration 03/07/2005— 03/08/2021 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 545759C Active. Meets current requirements. $12,000.00 Received by L&I Effective date 03/07/2005 03/07/2005 Expiration date Until Canceled Insurance Arch Insurance Co $1,000,000.00 Policy no. 12EMP0548702 Received by L&I Effective date 08/08/2018 10/24/2018 Expiration date 10/24/2019 Insurance history Savings ................. Help us improve '--' ,_---_:LTurf —LnnA'7A1(')D.TTr'-1\/rr'`Trr"lr"'roC1T1TrR.CAW- 2/1A/')(110