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HomeMy WebLinkAboutBLD2013-00223 �UILDING PERMIT APPLICiON B Review 022 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00223 Received Date: 7/23/2013 SITE ADDRESS: JACKSON LN PORT LUDLOW, 98365 OWNER: SECCARECCIATRSTEE DINO J PHONE: 360-437-9134 SUREEPORN SECCARECCIATST 131 JACKSON LN PORT LUDLOW WA 98365-9609 PORT LUDLOW NO. 2 SUBDIVISION: Block: Lot: PARCEL NUMBER: 990600343 Section: 9 Township: 28 N Range: 01 E CONTRACTOR: NORTHWEST DECKS INC. PHONE: 360-731-8445 5621 SE FOREST HAVEN LN Contractor's License NORTHD*935M6 Expires 8/9/201 !S REPRESENTATIVE: PHONE: PROJECT DESCRIPTION RESURFACE EXISTING DECK WITH TREX, CHANGE WOOD RAILS TO GLASS TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP DEK MAIN: VALUATION ADD'L: HEAT TYPE: CODE EDITION: 2012 HE AT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: CONST TYPE: SETBACK: DECK: 0 BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $377.00 JLA 07/22/13 142298 �,'° Plan Check $245.05 JLA 07/22/13 142298 P 4 R F D State Building Code $4.50 JLA 07/22/13 142298 AUG 0 7 2013 Total: $626.55 Jefferson County DCD \\+ir+om�r4\r7o+�\forme\G RI n Ann PIA rn+ 7/9Z/9f11• '+... R iedSignal (3 512-4233 p. 1 �, z3 �1 $ JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street-Port Townsend•Washington 98368 �� 360/379-4450. 360(379.4451 Fax www.co.jeffierson.wa.uskommdeveiopment Master Permit Application MLA: r Project Description(include separate sheets as necessary): Re1fa!ferrc. 21r' d if deck si rer Cheap- wed "Or 5 'f'a OF/11 SS . Tax Parcel Number. 91060 OT-1/3 Tacks-on Size: 11—Ji while (acres/square feet) 5 Site Address and/or Directions to Property: 13/ la le.e. Porn 414.1llot 4/j. 10A- 1165` ~Properly Owner()of Record: l ' S I• e -cca - C r 349-Y.39--7/3y Fax .— email Seccarlcci—a m. CD4ei M Address: - - , Applicant/Age...111ff different from owner): P- i IMMIllrarr' Telephone: Si—9q IS- Fax: ' 30--"U email: d--.Al - '>•s Mailing Address: r �"`-/ , V What kind of Permit?(Check each box that applies - -"-� OBuilding ❑Critical Areas Stewardship P rn1 ❑ Demolition Permit unit ❑ ❑Variance(Minor.Major or Reasonable E *c 7013 ❑Single Farm Garage Attached/Detached ❑Conditional Use(C(a),C(d).or Cl" ,i"'• ❑ Manufactured Home ❑ Modular ❑Discretionary•D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public facilities)" ❑ Change of Use ❑Boundary ine ---- ❑ Address dory Adjustment ❑Short Plat° ❑Horne Business ❑Cottage Industry ry Binding Plan " O Propane fat ❑Sir ❑Planned Rural Residential Development(PR )liAmendments•• ❑Allowed`Yes'Use Consistency Analysis ❑Pkdt Vacation/Akeration ❑Stommwater Management ❑Shoreline Master Program Exemption/Pennit Revisions" ❑Site Plan Approval Advance Determination(SPAAD)• ❑Shoreline Management Substantial Development" • 0 Temporary Use 0 Wireless e Telecommunication• 0 Shoreline Management Variance O Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Use District Map Amendment Amendment •May regains a Pre Tree Vegetation County Shoreine Master Program Amendment �Conference ❑Tree Vegetation Request. Please idea any "Requires aPreADpeaMan Co aienrtce City an other local,state or federal permits required for this proposal,N known: � '� ' •ESi TIINt OF AGENT I hereby designate O - O at 44e- . to act as my agent in matters ruing to this apph. • for pemet(s). Tune '/ i �� .a OWNER s� Date: I- !6 r i� i By si&+ldg this application form.the• . or/agent attests that the information provided herein, In eror, his,her or nos kn any attachments,kaki,.and correct b the best 01 knowledge. material 4t Any l and void. d C f any omission OF a material fact made by the owner/agent wall respect to this application packet may result in this pemmi!being null and void. I further agree to save.Indemnify and hold harmless Jefferson Courr*against at gobbets.Judgments, t�. nable attorne expenses which may in any way accrue y s fees and a9attst Jefferson County as a result of or in consequence of the granting of this Permit. I further agree to provide access and eight of entry to Jefferson County and' . D1�y �employees.waves or review end any regered later n . Staffs access and right the sole puty ki writing of g at the r will be assumed entry tegleeB the time M informs the County the ��*t,.� �he a wants prior nohoe. nfy�vmtnmg St the S re v f� 1 ' . 1 - 1..8- r3 The action. "T App pp" ' wee underlalet as a result of the issuance of this permit may negatively impact upon are or more threatened or endangered species and could lead toe potential lake'of an endangered species as those terms are defined in the federal law known as the -Endangered Species Act'or'ESA.'Jefferson County makes no assurances to the applicant that the actions that t will be undertaken because this permit has been issued will not violate e ESA. Any indk cast,group or agency can the a lawwd on behalf of an endangered species rageedaep Your action(s)even if you in:, . : ce, the Jefferson Courtly development code_The Applicant adcn and non-trap '� t•, ,• A� owledpes that she.she or it holds individual Signature: +a. i ,to and connplyi g with the ESA. The Appilcant hes read this discla1mer signs deters It below. rat re: ' 7--i X—1 � pants: f 1 G:\PenatCuan e:\ettitKRMS##rf\DRDFORD4S lfasterPelmitAppliration5-20-011doe P.2 A1iedSignal (3, 512-4233 . BUILDER STATERIF. T The signer of this statement does hereby certify that they are the°tuners of the parcel referenced herein,that they are not licensed contractors and that they RI be assuming the responsibility of the General Contractor for the proposed pitied. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: • � � • ) � - FAX: to 5(30 7 , • -- 7 7 N4uu - CONTRACTOR'S LICENSE • c'ii a WA NUMBER: Ncie i-1-��4 '"T3()mID NUMBER ARC►NrECT/ENBIIEE : +V F�-�. -! PHONE( ) FA�c ( ) MAILING ADDRESS: NI l EMAIL Project Type: Fro Type: Bathrooms: Shoreline: T d New Type of Sewage Disposal: Admen *Wood Existing: / O Sewer 0 Akeratinn/Remodel a Steel to Proposed:otal: Bank D Community System Repair 0 Mason ; b Individual System Demolition 0 otter-Masonry Bedrooms: ---t- SEP Permit ti Extsdfhg: S Water Supply: Type of Heat: Proposed: n Private well p Two Party 0 Public ctrl: Name of System: If this is a Correa el Prohrrjvou muse MagmAgMBBIggE Number of Parking Spaces: Current Proposed; Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees.etc) Current Proposed IBC Occupancy: IBC Type of construction: Wit you have Food Service? Yes / No ,!f this is a Photon Tank anrdlor AoaB3.tce Ins rig .,eranit mark at Itms a, T Underground Tank 1 Above ground Tank Size of Propane Tank: 1 Heat Stove 1 Cook Stove f Voodsto+re I Fireplace Insert I Hot Water Tank 1 Pellet Stove I Other _aoolianc.being idled in a aeanufacf jj r lobilejiome? Yes / No When applying for a penult to install a propane tank you must also stibnite site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property mss,buildings and including the reserve area. - system component*. Main Floor Healed "L ` : :i .4, ;i:-.:.;.1 J kji V- EH Bid App Review. 2e" Floor Heated ,*; Consistency Review: Other Heated C17,---:!',-_ ! '�r" �� -"'1"€:'��.` Base flee: Mezzanine ` "M-17 Additional Section: i heated Basement :=e`:-r!itt:-"`', : Check fee: U Unheated Basement .~ � Check 1/+ 6) T:;:::,7:01;47.-;:".-y State Surcharge fee: `J. Other Unheated a s` � Pot Water Review fee: Garages r SUBTOTAL el LL Decks '77.1'::,'4.,t43::�- - �ix. '"tu =m 9111Rd Approach tee: Other ®� ',.:; - .11 F� x -2 Yyr', .., TOTAL: $ ` v (; Receipt Number: Iii; tiii •- ,-`-: - • :.-F:` Castt Cheek Number: th sus '2. ESTIMATED COST(REQUIRED) Date: u■L Fair market value of as labor end msteialsfoaati ntotinish /A� un Initiate: �`3t 1 it EfERSON C(2 i,4Pl+1 D OF COWl'' EPS• GAPcmatCcaecAlt*#FO[iMSRIMADED FORMS\tom Paine Apptiaron 5.29 OLdoc CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX(360)379-4451 Carl Smith, Director/Building Official PERMIT#: BLD13-00223 SITE ADDRESS: JACKSON LN# Issue Date: 08/7/2013 PORT LUDLOW, 98365 Final Date: 10/1/2013 APPLICANT: SECCARECCIATRSTEE DINO J PHONE: 360-437-9134 SUREEPORN SECCARECCIA TST 131 JACKSON LN PORT LUDLOW WA 98365-9609 SUBDIVISION: PORT LUDLOW NO. 2 Block: Lot: PARCEL NUMBER: 990600343 Section: 9 Township: 28 N Range: 01 E PROJECT DESCRIPTION: RESURFACE EXISTING DECK WITH TREX, CHANGE WOOD RAILS TO GLASS THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 10/1/2013 \\tidemark\data\forms\F_BLD_Occupancy.rpt 10/8/2013 Point& Pay - Create Order • • Page 1 of 1 Thank you for your payment! This service has been provided by Jefferson County Dept of Community Development, WA and Point& Pay. We value your business. Please keep this receipt for future reference. You have made a payment to Jefferson County Dept of Community Development, WA . Jefferson County Department of Community Development thanks you for your payment. For questions about your account, please call 360-379-4452 Name: Sherri Meek Address: 5621 SE Forresthaven Lane, Port Orchard WA, US, 98366 Contact: 3607318445 Comments: Payment ID: 10913582 Date: 07/22/13 10:47 AM Subtotal: $626.55 Fee: $17.50 Total: $644.05 Method: Credit or Debit Card(************4407) Item Purchased Transaction Description Account Amount Residential Applications Jefferson Co C D GOV $626.55 Signature: Date: By signing this receipt you agree to the terms and conditions of this service. You will see one line item on your credit or debit card statement indicating the amount you paid and will be identified as Jefferson Co C D GOV. If you have any questions about the charges please call 1-888-891-6064. Print Receipt Close Window • https://agent.pointandpay.net/pointandpay_counter/viewReceipt.do?method=viewPayment... 7/22/2013 Contractors or Tradespeople liter Friendly Page • Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name NORTHWEST DECKS INC UBI No. 602354379 Phone 3607109259 Status Active Address 5621 Forest Haven Lane Se License No. NORTHD*935M6 Suite/Apt. License Type Construction Contractor City Port Orchard Effective Date 7/26/2007 State WA Expiration Date 8/9/2013 Zip 98366 Suspend Date County Kitsap Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status NORTHD*015R0 1NORTHWEST Construction General Unused 12/20/1999 1/16/2009 Re DECKS Contractor Licensed Business Owner Information Name Role Effective Date Expiration Date MEEK, DOUGLAS President 07/26/2007 MEEK, SHERRI ISecretary 07/26/2007 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 UNITED STATES FIRE 615978805 12/20/2010 Until Cancelled $12,000.00 12/28/2010 INSURANCE CO 1 CBIC SC5177 12/17/2006 Until Cancelled 02/08/2011 $12,000.00 07/26/2007 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 Western SCP0930551 01/14/2013 01/14/2014 $1,000,000.0001/15/2013 Heritage Ins Co 6 Ceontury Surety CCP 668092 09/01/2012 09/01/2013 $1,000,000.00 09/20/2012 5 Century Surety CCP-668092 09/12/2011 09/12/2012 $1,000,000.00 09/14/2011 o CENTURY 4 CCP668092 09/10/2010 09/10/2011 $1,000,000.00 12/28/2010 SURETY CO 2 CBIC INSSC5177 12/17/2008 12/17/2010 $1,000,000.00 12/22/2010 1 CBIC INSSC5177 01/08/2007 12/17/2008 $300,000.00 12/13/2007 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 7/23/2013 . _ . . . _ . .•cp,. . • •. 0.4 iQ� 'S;:. •A. ;17-77:ft;17 i .1.7'7.r..f21. - . . -,q.-0 az • Date q/SD time received/Z ci6 am / Mon. ed• Thur. - Fn. • BLD: f Date: 0-7 - OWNER: Contact Name: ADDRESS: /31 -V1 H--/<-30.1d Contact Number:360 1Co• 32::;! Notes: 206 _. r`•• Foundation Plumbing- Framing Propane Tank Mechanical Setbacks •_ Under-ground Framing Under ground Furnace _ Footing Rough In Air seal Above ground • Gas _ Stemwall _ Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines • Ducts f_ . Post Hole Ventilation Appliance _ Underfloor Gastwood stove Man-Honies Setbacks • insulation Final Inspection X `! Foundation- Block&lie floor _ ceiling 9 Address Posted t Point&Pay - Create Order • Page 1 of 1 Thank you for your payment! This service has been provided by Jefferson County Dept of Community Development, WA and Point& Pay. We value your business. Please keep this receipt for future reference. You have made a payment to Jefferson County Dept of Community Development, WA . Jefferson County Department of Community Development thanks you for your payment. For questions about your account, please call 360-379-4452 Name: Sherri Meek Address: 5621 SE Forresthaven Lane, Port Orchard WA, US, 98366 Contact: 3607318445 Comments: Payment ID: 10913582 Date: 07/22/13 10:47 AM Subtotal: $626.55 Fee: $17.50 Total: $644.05 Method: Credit or Debit Card(************4407) Item Purchased Transaction Description Account Amount Residential Applications Jefferson Co C D GOV $626.55 Signature: Date: By signing this receipt you agree to the terms and conditions of this service. You will see one line item on your credit or debit card statement indicating the amount you paid and will be identified as Jefferson Co C D GOV. If you have any questions about the charges please call 1-888-891-6064. Print Receipt Close Window https://agent.pointandpay.net/pointandpay_counter/viewReceipt.do?method=viewPayment... 7/22/2013 JEF_F6:RSON COUNTY NO. 14 9 $ DATE iZ/� RECEIVED FROM 5LlAri /4\. DESCRIPTION BARS# AMOUNT CURRENCY 3II :Is - &4<—\7 COIN 2 -ts-e �4, CHECKS Ile u) o ' `L 4 0 m . s�: y O RECEIVED BY 1W ss_s._ T� TOTAL bZ6+ • 5621 SE Forest Haven Lane Port Orchard,WA 98366 360-731-8445 www.northwestdecks.com Date:July 16, 2013 O'V Re: Seccareccia D J■ \- 2 2 2013 131 Jackson Lane Port Ludlow,WA 1EFFERSONCOUICI Parcel#990600343 DEPT.OF COMMUNITY DEVEIDP Jefferson County Building Department: We are asking to obtain a permit to resurface and re-rail the deck located at the above referenced address.We will not be expanding the size of the deck.The repairs/improvements are as follows: • The deck is currently framed at 24"O.0 we will add a joist every 12",the deck will then be framed at 12" O.C.to accommodate for the new 5/4x6 Trex decking. • We will install a new handrail.The handrail is an open top glass rail. Engineering has been provided. Thank you for your consideration, Nor! r: Ptzno are rn'rnved exe.0,r.ffnn any ericry or ors read ns. Aii weati etw t Sherri Meek Ft< -s trrapcetIon in cc ratorrriarc laoz— Northwest Decks aii ap nca yie codes and recgt aat€c *s. Vice President JEFFERSON COUNTY DCD BUILDING PLAN REVIEW APPROVED AS SUBMITTED O APPROVED AS NOTED O REJECTED Eq-E, ' ` n;� Datgr� Reviewer - ik - 7:17:7N„. '''%*) fi ` _ 1 ��� 4 Et, X I n L ! U t 3-- 1 c.) ci 1 il v 1 i 1, 131 JaCmi Li cbv# L-0 d 1Oc. i w° • l' \; ARMOUR UNSDERFER ENGINEERING, INC 1 13456 SE 27th PI., Suite. 200 Bellevue, WA 98005 (425) 614-0949 Fax (425) 614-0950 \AV E STRUCTURAL CALCULATIONS FOR: Innovative Topless Glass Railing System-Residential Use Anywhere, WA Client: Attn: Fred Hobeyn Innovative Aluminum Systems Inc 26730 56th Ave, #306 Aldergrove, BC V4W 3X5 00. 44 *AS/ '2 4/ 411P4K 9,n te, 28457 F 70AL ss/ONAL �* 3/5% e By Bill Armour, SE, SECB Shalini David PE (CA) AUE No. 11046 3/31/2011 , STRUCTURAL CALCULATIONS FOR HAND RAILS FOR Innovative Topless Glass Railing System-Residential Use Anywhere, WA TOPIC: PAGES: Index 1 Introduction & Summary of the Topless Railing System 2 Summary Chart for a 36" Rail Height System 3 Summary Chart for a 42" Rail Height System 4 Tabulated Data—Post Spacing vs Wind Speed 5 Design loads 6 Post Spacing vs Wind loads 7 Tabulated data for post Spacing vs Wind loads 8 Definition of Exposure 9 Conclusion 10 System Drawings pages 11-14 AL" Armour Unsderfer Engineering,13456 SE 27th PI., Ste. 200, Bellevue,WA 98005 (425)614-0949 Project: Innovative Topless Glass Rail Sys system Pg No.1 Address:Anywhere, WA Date:3/31/2011 Client: Innovative Aluminum Systems Inc Job No: 11046 Introduction Armour Unsderfer Engineering,Inc.has conducted the Structural Calculations for the Innovative Topless Glass Railing System for both the fascia and surface mounted topless railing systems submitted by Innovative Aluminum Systems Inc. The evaluation was carried out to determine whether the topless railing system complied with the requirements of the 2009 International Residential Code. Summary of the System The topless glass railing system consists of extruded aluminum posts(6005-T5 alloy)in different heights for either a surface mounted or fascia mounted application. • surface mounted applications-the finished post height for a 36"tall railing is 34"and 40"for a 42"tall railing. • fascia mounted applications-the finished post height for a 36"tall railing is 42"and 48"for a 42"tall railing. The glass panels can be either 10mm(3/8')or 12mm(1/2")thick. The glass is required to be fully tempered and can be either monolithic(single thickness)or laminated. The railing post connection to the structure can be Surface Mounted where the base plate is attached on top of the horizontal deck or as a Fascia mount with the base plate attached on the vertical side of the deck. Surface mounted System: The base plate is a 6061-T6 aluminum plate. The post is mechanically fastened to the base plate with(3)#14 x 2 3/4"Reamer TEK tapping screws. Fascia mounted System: The base plate is extruded aluminum 6061-T6 shape. The post slides over the base plate and load is transferred through bearing. The post is mechanically fastened to each base plate with(2)#10 x 3/4" TEK tapping screws per base plate. AO Armour Unsderfer Engineering,13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425)614-0949 Project: Innovative Topless Glass Rail Sys system Pg No.2 Address: Anywhere,WA Date:3/31/201I Client: Innovative Aluminum Systems Inc Job No: 11046 Post Spacing vs Wind speed for 36" High post at various Exposure Category 66in • • • • 60in 54in c 48in co °° 42in o. m 36in 30in 24in 85mph 90mph 95mph 100mph 105mph 110mph 115mph 120mph Wind Speed[mph] 3/8" (10mm) or 1/2"(12mm) Fully Tempered or Fully tempered laminate glass —f—Exposure B —II—Exposure C —d—Exposure D Applicable Code 2009 International Residential Code with Washington Amendments Design Criteria Occupancy Category I and II---Residential Use ONLY Wind Loads: Components and Cladding Exterior Wall Wind loads IRC 2009 Design wind speed from 85 mph to 120 mph(3-second gust) Wind Exposure:B,C and D [See page 5 for definition] Building height: 30 ft max above grade Importance factor Iw=1.0 Topographic factor Kzt= 1.0 Seismic Loads: Seismic Design category D2,Sds=1.17g,importance factor Ie=1.0 Live loads: 1)200 lb concentrated load applied in any direction at any point along the top 2)Horizontally applied normal load of 50 lb on an area equal to 1 square foot **All final decisions of code compliance are at the discretion of the local building authority **Always ensure approval by the local authoruty prior to installation A Armour Unsderfer Engineering,13456 SE 27th PI., Ste. 200, Bellevue,WA 98005(425)614-0949 Project: Innovative Topless Glass Rail Sys system Pg No.3 Address:Anywhere,WA Date:3/31/2011 Client: Innovative Aluminum Systems Inc Job No: 11046 Post Spacing vs Wind speed for 42" High post at various Exposure Category 66in 60in 54in c 48in u co o. H a° 42in 36in 30in 24in 85mph 90mph 95mph 100mph 105mph 110mph 115mph 120mph Wind Speed[mph] 3/8" (10mm) or 1/2" (12mm) Fully Tempered or Fully tempered laminate glass —e—Exposure B • Exposure C -4—Exposure D Applicable Code 2009 International Residential Code with Washington Amendments Design Criteria Occupancy Category I and II---Residential Use ONLY Wind Loads: Components and Cladding Exterior Wall Wind loads IRC 2009 Design wind speed from 85 mph to 120 mph(3-second gust) Wind Exposure:B,C and D [See page 5 for definition] Building height: 30 ft max above grade Importance factor Iw=1.0 Topographic factor Kzt= 1.0 Seismic Loads: Seismic Design category D2,Sds=1.17g,importance factor Ie=1.0 Live loads: 1)200 lb concentrated load applied in any direction at any point along the top 2)Horizontally applied normal load of 50 lb on an area equal to 1 square foot **All final decisions of code compliance are at the discretion of the local building authority **Always ensure approval by the local authoruty prior to installation wu Armour Unsderfer Engineering,13456 SE 27th PI., Ste. 200, Bellevue,WA 98005 (425)614-0949 Project: Innovative Topless Glass Rail Sys system Pg No.4 Address: Anywhere,WA Date:3/31/2011 Client: Innovative Aluminum Systems Inc Job No: 11046 Tabulated Data for post spacinji vs wind speed at various exposure catekories Post Height[in] : 36 in 42 in Design Wind Wind load Max Spacing Max Spacing speed [psf] [in] [in] 85 mph 17.4 64.0 64.0 90,mph 19.5 64.0 64.0 • 95 mph 21.8 64.0 ' 64.0 cia 14 100 mph 24.1 64.0 63.0 • 105 mph 26.6 64.0 57.1 110 mph 29.2 64.0 52.0 115 mph 31.9 64.0 47.6 120 mph 34.7 59.6 43.8 85 mph 24.4 64.0 62.2 90 mph 27.3 64.0 55.6 U 95 mph 30.5 64.0 49 8 a 100 mph 33.7 61.3 45.1 O 105 mph 37.2 55.6 40.8 110 mph 40.8 50.7 37.2 115 mph 44.6 46.3 34.1 120 mph 48.6 42.5 31.3 85 mph 28.9 64.0 52.6 90 mph 32.4 63.8 46.9 A 95 mph 36.0 57.4 42.2 • 100 mph 39.9 51.8 38.1 • 105 mph 44.0 47.0 34.5 • 110 mph 48.3 42.8 31.4 115 mph 52.8 39.2 28.8 120 mph 57.5 36.0 26.4 it Ala Armour Unsderfer Engineering,13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425)614-0949 Project: Innovative Topless Glass Rail Sys system Pg No.5 Address: Anywhere,WA Date:3/31/2011 Client: Innovative Aluminum Systems Inc Job No: 11046 Desi;an Load Components and CladdinL Exterior Wall Wind loads IRC 2009 Building Height= 30 ft Importance factor= 1.0 Kd= 0.85 Kzt= 1.0 (GCp-GCpi)= 1.58 Exposure B Exposure C Exposure D Kz= 0.7 0.98 1.16 p=(0.00256*Kz*Kzt*Kd*V^2*I)*(GCp-GCpi) 0.0024 0.0034 0.0040 *V^2 Wind speed[mph] [psf] [psf] [psf] 85 17.4 24.4 -' 28.9 90 19.5 27.3 32.4 95 21.8 30.5 36.0 100 24.1 33.7 39.9 105 26.6 37.2 44.0 110 29.2 40.8 48.3 115 31.9 44.6 52.8 120 34.7 48.6 57.5 Max ultimate shear= 612 # Based on average from(4) tests as Deck mount Factor of safety= 2.5 and(4) tests as face mount Allowable point load from tests= 245 # height of load application= 38 in Allowable moment from test= 9302 #-in Seismic loads IBC 2009 Sds= 1.170 Ie= 1 Glass Wgt= 6.6 psf 1/2"glass worst case h= 30 ap= 2.5 z= 30 Rp= 1 See procedure ASCE 7-05 13.3.3.1 Fp=(0.4*ap*Sds*Wp)*(1+2*z/h)/(Rp/Ip) but not greater than Fp=1.6*Sds*Ip*Wp.Not less than Fp=0.3*Sds*Ip*Wp For seismic force: Fp= 23.17 lbs 4-ultimate -► Fp= 3.510 *Weight Fp= 16.55 lbs 4 - Allowable -* Fp= 2.507 *Weight For Not to exceed seismic Load: Fp= 12.36 lbs .4 -ultimate Fp= 1.872 *Weight Fp= 8.83 lbs 4- Allowable -* Fp= 1.337 *Weight Minimum seismic Load: Fp= 2.32 lbs 4 ultimate -∎ Fp= 0.351 *Weight Fp= 1.65 lbs Allowable -* Fp= 0.251 *Weight Final Allow Seismic= 8.8 psf Fp=Wp* 1.337 WIND GOVERNS #u Armour Unsderfer Engineering,13456 SE 27th PI., Ste. 200, Bellevue,WA 98005(425)614-0949 Project: Innovative Topless Glass Rail Sys system Pg No.6 Address: Anywhere,WA Date:3/31/201I Client: Innovative Aluminum Systems Inc Job No: 11046 t . Wind Speed [mph] vs Wind loads [psf] 55psf 55psf 50psf MI 45psf - wpm. F' 45psf 35psf c 2355ppssf f ■ �_ �c 3 25psf — 15psf — 10psf _ 5psf psf 85mph 90mph 95mph 100mph 105mph 110mph 115mph 120mph Wind Speed[mph] Residential Use only Building Ht:30ft Importance Factor,lw=1.0 -4—Exposure B -0-Exposure C Exposure D Post Spacing vs Wind loads 66in ' i 1- 60in miliiipm 1 _mij_i_ 1 , 1.-- . _ 54in Niqr ■ 48in c 42in b u , s CL I 36in ._is - MI NMI .. { I 30in NEN 1 , 1 1 N ' 1—� - Ji 24in 111111111111111111111 i all MVO „....4_ 1 11111111111111 ,_. i 18in i , , _ 15psf 20psf 25psf 35psf 35psf 45psf 45psf 55psf 55psf 60psf Wind Load[psf] —4—Post ht.36" —III—Post ht.42" AD Armour Unsderfer Engineering,13456 SE 27th PI., Ste. 200, Bellevue, WA 98005(425)614-0949 Project: Innovative Topless Glass Rail Sys system Pg No.7 Address: Anywhere, WA Date:3/31/2011 Client: Innovative Aluminum Systems Inc Job No: 11046 Tabulated data for post spacing vs Wind Loads Height: Post ht.36" Post ht.42" wind load [psfl Spacing Spacing 15 psf 64.0 64.0 17 psf 64.0 _ 64.0 19 psf 64.0 64.0 21 psf 64.0 64.0 23 psf 64.0 64.0 25 psf 64.0 60.8 27 psf 64.0 56.3 29 psf 64.0 52.4 31 psf 64.0 49.0 33 psf 62.6 46.0 35 psf 59.1 43.4 37 psf 55.9 41.0 39 psf 53.0 38.9 41 psf 50.4 37.0 43 psf 48.1 35.3 45 psf 45.9 33.8 47 psf 44.0 32.3 49 psf 42.2 31.0 51 psf 40.5 29.8 53 psf 39.0 28.7 55 psf 37.6 27.6 57 psf 36.3 26.6 59 psf 35.0 25.7 58 psf 35.6 26.2 AILA" Armour Unsderfer Engineering,13456 SE 27th PI., Ste. 200, Bellevue,WA 98005(425)614-0949 Project: Innovative Topless Glass Rail Sys system Pg No.8 Address:Anywhere,WA Date:3/31/2011 Client: Innovative Aluminum Systems Inc Job No: 11046 e Definitions of Exposure per IRC 2009 R301.2.1.1 Exposure Category: For each wind direction considered, an exposure category that adequately reflects the characteristics of ground surface irregularities shall be determined for the site at which the building or structure is to be constructed.For a site located in the transition zone between categories,the category resulting in the largest wind forces shall apply. Account shall be taken of variations in ground surface roughness that arises from natural topography and vegetation as well as from constructed features.For a site where multiple detached one-and two- family dwellings,townhouses or other structures are to be constructed as part of a subdivision'master-planned community,or otherwise designated as a developed area by the authority having jurisdiction,the exposure category for an individual structure shall be based upon the site conditions that will exist at the time when all adjacent structures on the site have been constructed,provided their construction is expected to begin within one year of the start of construction for the structure for which the exposure category is determined.For any given wind direction,the exposure in which a specific building or other structure is sited shall be assessed as being one of the following categories: Exposure B: Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger.Exposure B shall be assumed unless the site meets the definition of another type exposure. Exposure C: Open terrain with scattered obstructions, including surface undulations or other irregularities, having heights generally less than 30 feet(9144 mm)extending more than 1,500 feet(457m)from the building site in any quadrant. This exposure shall also apply to any building located within Exposure B type terrain where the building is directly adjacent to open areas of Exposure C type terrain in any quadrant for a distance of more than 600 feet(183 m). This category includes flat open country,grasslands and shorelines in hurricane prone regions. Exposure D: Flat,unobstructed areas exposed to wind flowing over open water(excluding shorelines in hurricane prone regions)for a distance of at least 1 mile(1.61 km). Shorelines in Exposure D include inland waterways,the Great Lakes,and coastal areas of California,Oregon,Washington and Alaska. This exposure shall apply only to those buildings and other structures exposed to the wind coming from over the water. Exposure D extends inland from the shoreline a distance of 1500 feet(457 m)or 10 times the height of the building or structure,whichever is greater Armour Unsderfer Engineering,13456 SE 27th PI., Ste. 200, Bellevue, WA 98005(425)614-0949 Project: Innovative Topless Glass Rail Sys system Pg No.9 Address:Anywhere,WA Date:3/31/201I Client: Innovative Aluminum Systems Inc Job No: 11046 a Conclusion: The Innovative Aluminum Systems Inc. Topless Glass Railing Systems identified in this test report have complied with the requirements specified in 2009 International Residential Code. The attachment of the base plate to the deck/structure is not in scope of these calculations. It is the installer's responsibility to confirm the capacity of the connection of the base plate to the structure/deck. gipitp.0610, Reported b Reported by: Bill Armour, SE, SECB Shalini David PE(CA) 4Armour Unsderfer Engineering,13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425)614-0949 Project: Innovative Topless Glass Rail Sys system Pg No.10 Address:Anywhere,WA Date:3/31/2011 Client: Innovative Aluminum Systems Inc Job No: 11046 , 0E Y c = 2E E \�k ( m */ m o /922> k MD/r o § �• 1N.- � ■ ■ ■ ■ \$co 1# • m)Ti- o •• ce 9mGz ° §—ate d k §2cE § cL�RRw u O § LU .. Lu . E o • --. . . . r . V)m/p kj ILI E< I-N Ce 2 C5$�. �e k k --COCK §< X �N «0 \) > �« o m >�� V) % • %§� _o - u. 2 0 6" ZU c .. < 0) . c�2ox g§ 7 -� cc 3#7o_u_ £b ® 2 22 2 » §k �S }[ NO To TO tai -J o� / � o k §\ -�. . _ � o . o) § .... §k � 2 ■— ° fk §j ■ g re • ... ) . . . g §� • i ° ■ ■ ■ \ ° 2 k § * - ' N g . ¥ @ m § e . ) - I • 0 -. . q . :;t" � - § § m i � k . \ k } U) 1 i i Z / nifn - -1 1-1- - c Z Z Z . 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