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HomeMy WebLinkAboutSUBMITTED PAPERSF �1.ANNING & DEVELOPMENT SEf _ aES DEPARTMENT BUILDING & CODE REGULA..J- NS• DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED 772-462-1553 BY St. Lucie Cg,cnty APPLICATION FOR STORM SHUTTER PERMIT DATE: 7 " I S ` ( PERMIT NUMBER: �� ° 0 C_�L Q� 1. LOCATION/SITE ADDRESS: OS ✓l� 31 2. PARCEL ID NUMBER: � 1A0 g — � 4 v` ` q 00'7 ` DO 0— I 3. 4. km DESCRIPTION OF PROJECT OR WORK ACTIVITY: 0 © Iit5 TYPE OF STRUCTURE: OWNER INFORMATION Name: 10 L , W, 6Cyh Nn ADDITION OTHER 6. CONTRACTOR INFORMATION Address: 1XD City: rth7s/ A. rive Y State: w� � Zip: 3�tt Phone: 7)1 ` 1+64-�&I/3 q]/-.�S'� Type of Surface attachment: Wood Frame a Concrete a/ FL Reg/Cert # County Cert # Business Nam4 Phone numbell Masonry Other a Product Type 92- Maximum Opening Pressure per A.S.C.E. 7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels T . S Accordion '' ar Roll U Colonials ther ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACIL 7. VALUE OF CONSTRUCTION: $ d0"ft,5 FEES DUE: OWNERS AFFMAVrf: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. �oih 1^ 14/ -& PRINT NAME OF OWNER OR STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS 15 DAY OR WHO HAS PRODUCED _ SIGNATURE OF NOT94RY TITLE: NOTARY PdALIC SLCPDSD Revised 96/17/2010 r-AK i/� U, i • �r" �•°•• • •R• Iio° ,jN 04 BY, job n , rA, tM M WHO IS PERSONALLY KNOWN TO ME TYP2 OR PRINT N OF NOTARY EAL COMMISSION NUIv ER `c; AUDREYB.HUMPHREY .►; +; MY COMMISSION # EE 061159 .a EXPIRES• March 6 2015 o N;' Bonded Thru Notary Public Undenariters KA o NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for Shutters to be used for only those activities that is not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the installation of Shutters, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: .............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: .................................... 6. 'VALUE OF CONSTRUCTION: ............................................ Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for the installation of Shutters are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Shutter Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS ** EXISTING RESIDENCES All shutters must be installed and in place at the time of the final inspection, except for Egress Windows and Doors where one panel must be installed and the remainder must be by the opening for the inspector to verify remaining panels, ON NEW HOMES ALL SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION OR INSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. SLCCDV FORM NO: 006-05 Property Appraiser - St.Lucie C " ;ty, FL Page 1 of 1 PROPERTY RECORD CARD '1 Anna Ruiz-Sisco Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 208 N 37th St ParcellD: 24081'242 0007- 00-1 \���UCIEC�G2 Sec/Town/Range: 08 :35S :40E Account #: 20049 Map ID: 24/08N Land Use: SF Res Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Anna Ruiz-Sisco John W Stamm 8 35 40 N 75 FT OF S 300 FT OF W137 FT OF S 546 FT OF N 726 FT Address: 208 N 37th St OF SE 1/4 OF NW 1/4 (43-F) (0.24AC) Fort Pierce FL 34947-2504 More... Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 42700 Land Value: 7300 Acres: 0.24 4/6/2010 0111 SP 3201 / 2945 Assessed: 42700 Building Value: 35400 4/6/2010 24000 0112 SP 3187 / 0445 Ag.Credit: 0 Finished Area: 1211 SgFt 1/12/2010 100 0112 WD 3161 /2288 Exempt: 6/19/2009 100 0112 CT 3153 / 1700 Taxable: 11/25/2002 68000 00 WD 1619 / 2065 Taxes: 887.46 3/1/1984 39000 00 CV 0426 / 0877 4/1/1976 27000 00 CV 0251 / 0394 BUILDING INFORMATION Exterior Features View: RoofCover: SA - Asph Shingle RoofStruct: GA - Gable ExtType: HD -HD YearBlt: 1963 Frame: - Grade: D - D EffYrBlt: 1963 PrimeWall: BP - Conc Block StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 1 HeatType: FHA - FrcdHotAir AvgHUFI: STD 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth FEN4 - CHAINLINK 4' Y 1 540 AV AV 1980 1 0100-SF Res BI -Front Ft 75 137 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED ;;., http://www.paslc.org/prc.asp?prclid=240824200070001 7/15/2011 -- `� r , Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue r, - w r - Fort Pierce, Florida 34982 �= (772) 462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable IP31s, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how t et the minimum code. Initial �` AZ I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable or e cost of the license. Initial or. I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoning Department to the Florida State Department of Professional Regulation. Signed and acknow4edgeo on this 1; _ day of of 20 . r/Builder Signature STATE OF FLORIDA COUNTY OF ✓t/G The foregoing instrument was acknowledged before me this —45 day of 20 �) , by r"�h j1 —Q who is personally knowo me, or who has produced as identification. Al _)'."e' a �/`y/X &T OcW v Signature of NofAry Tya or Print a of Notary Seal) Title: Notary Public Commission Number `tie+1Y PY'''• AUDREY B. HUMPHREY SLCPDSD Revised 07/22/2010 MY COMMISSION # EE 061159 A = EXPIRES: March 6, 2015 p c' Bonded Thru Notary Public Underwrite 07/15/2011 15:03 5617424078 Florida Building Code Online HOME DEPOT SERVICES PAGE 03/20 Page 1 of 2 T T T �wli M1. pCi5 Home 1 Lop in User Regl6tratlan 1401 TOpIM I Submit Surcharge 514M & Facts Publications 1 FSC Staff ( acts Site Map Unk•. Search Product Approval USER: Public UFar erodYcc fpPravel.(ft'nv } Product oCn r {PDDCatlon Scar ADDIIratip0-Li5t 1•vvlle&tlon oetall 71Gfp'Jl;ltll:iir� f..:. �:1 r�i FL # F+L1.12�.rr..[' =+in11N ;hmlliCa• Application Type New Code Version 2007 .pf,�;� ..:••:;::, p Iyt , �ilpIp'�`r>,7crnir%ot�.i Appllcatldn Status Approved Iiyy,� Comments IIf'H^�,,,�.s",��: • ;11(1�}��r, t Archlved f" S5 Product Manufacturer ocean Shutters Manufacturing, Inc. Address/Phone/Email 1.031 S.W. 30th Avenue Deerfield Beach, FL 33442 (954) 489-9797 malJus@ocean5huttersmfg.com 0 Authorized. Signature Vladimir Knexevlch KAEng@aol.cam Technical RepresentativeMUM Address/Phone/Email FILE C Ar M I Quality Assurance Representative Address/Phone/Emal l Shutters . i Category f �) Subcategory Storm Panels 7` ,),-V d,/ Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Englneer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Vladimir John Knezevlch developed the Evaluation Report Florida License PE-109B3 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2009 validated By ORLANDO L. BLANCO, P.E. r Validation Checklist • Hardeopy Received Certificate of Independence EL12005_9O C.O.I_2o09—CeRlflcate_of_TP.dependence,. F9C: slgned.pdf Referenced Standard and Year (of Standard) standard. Year ASTM E330 2002 PA 201 1994 PA 202 1994 PA Z03 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.orglprlpr app_dtl.aspx?param—wGF,VXQwtDquJEQf8P6a6FD... 7/15/2011. 07/15/2011 15:03 5617424078 HOME DEPOT SERVICES PAGE 04/20 Flgrida BVilding Codc Online Page 2 of 2 Sections From the Code Product Approval Method Date Submitted Date Validated Date Pending FRC Approval Date Approved of Products Ei N Method 1 Option D 01/08/Z009 01/08/2009 01/14/2009 02/03/2009 Galvanlxed Steel r2ndeep x 12" wide coverage, corrugated steel panel. .Imlts of Use Approved for use in MVMZ: Yes Approved For use outside MVMZ: Yes Impact Resistant: Yes Design Pressure: N/A other: See Design wind load vs Storm Panel Span Schedule (Table 1) on page 5 of 5 Of Drawing No. 09- Installation Instructions FL120,05--t0 I.L2009-01 08 09= L0 7._S to a l_S l g Ra t o re, 7 d F Vcrined By: Vladimir John Knezevich 10983 Created by Independent Third Party: Yes "Valuation Reports ELI200S_RO_AF—Evaltlatlon Report—U tl'a. _ Sack Naxl DedbrtaTent of Cornmunny Aflafrz Froymn euMpy Lode OnIMS Coley and StondRpda 2555 51)pmar0 Ork 6aulewd Twn0aimee, Fbi do 32399-2100 (05-0J a@T--1624, Mx 050) 414•ed3d 0 2090-2010'Thrl State, of Florida. 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I:L rra Aakurxsad: / SOt%'SM �J��1+ elrot �M3 EftO N. i aXW KNEZEVICH ASSOCIATES CONSULTING ENGINEERS 2590 SW 105 Terrace Davie, Florida 33324 (954) 821.6933 • (954) 452.7960 — fax KA Job No.: 09-102 Date: January 8, 2009 FBC Evaluation Report No.: FL12005 Code: Florida Building Code, 2007 Product Category: Shutters Product Sub -Category: Storm Panel Product Name: OSM I Ultra -Light Galvanized Steel Storm Panel Manufacturer: Ocean Shutters Manufacturing, Inc. 1031 SW 30`h Avenue Deerfield Beach, Florida 33442 EVALUATION REPORT •OREPORT: This is an Evaluation Report issued by Knezevich Associates (KA), V. John Knezevich, P.E. (FBC Organization No. ANE 1801) to Ocean Shutters Manufacturing, Inc., based on Rule Chapter No. 913-72.070, Method 1(d) Product Approval, Florida Building Commission, and Department of Community Affairs. This OSMI Ultra -Light Galvanized Steel Storm Panel System has been evaluated and found to be in compliance with the Code and that the product is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this Evaluation Report is required, following any code changes, to maintain its validity. Evalua.wpn � r�8paxed by: KNEZ'F�Vjl • • Q 'T' �S .-,TvhnKq PY�e�e�t �.� � • � � ^' F1oriYi'� bye s6tlVt �$10983 Florid a'COA I L.2_7_989 This `seal was authorized by V J Knezevich, PE 10983. This does not constitute an electronic signature; original, signed & sealed hard copies to the appropriate agency will follow. Page 1 of 3 KNEZEVICH ASSOCIATES CONSULTING ENGINEERS 2590 SW 105 Terrace EVALUATION ® Davie, Florida 33324 (954) 821.6933 • (954) 452.7960 — fax REPORT 2. SUBSTANTIATING DATA 2.1 PRODUCT EVALUATION DOCUMENT Ocean Shutters Manufacturing, Inc. OSMI Ultra -Light Galvanized Steel Storm Panel System, Drawing No. 09-102, dated January 8, 2009; Sheets 1 through 5, prepared by KA, signed, dated and sealed by V. John Knezevich, P.E. is an integral part of this Evaluation Report. 2.2 TEST REPORTS Test report for successful testing for Uniform Static Air Pressure in accordance with PA 202 and ASTM E330-02 and successful testing of impact resistance and cyclic pressure loading in conformance with PA 201 and PA 203. Test reports were prepared by Construction Testing Corporation (CTC), Test Report No. 01004, February 28, 2001. Tensile Capacity of aluminum alloy extrusions and steel panel was determined in accordance with ASTM E8-03/A370-03. 2.3 STRUCTURAL ENGINEERING CALCULATIONS Prepared Rational and Comparative Analyses of OSMI Ultra -Light Galvanized Steel Storm Panel System performance, as well as anchor calculations. From these analyses, a Maximum Shutter Span vs. Design Load (PSF) schedule (Table 1) was prepared for the OSMI Ultra -Light Galvanized Steel Storm Panel System. An Anchor Spacing vs. Design Load (PSF) schedule was also prepared, indicating maximum anchor spacing, for a given span condition, at specific design loads (PSF), for each type of anchor used during testing. No increase in allowable stress has been used in the design of this product. 3. IMPACT RESISTANCE I This OSMI Ultra -Light Galvanized Steel Storm Panel System satisfactorily passed the large g Y Yp g missile impact testing, in accordance with PA 201. This OSMI Ultra -Light Galvanized Steel Storm Panel System may be used to protect glazed openings from windborne debris, in the High Velocity Hurricane Zone, when installed in accordance with the approved installation drawings, including the limitations indicated therein, prepared by KA. 4. WIND LOAD RESISTANCE This OSMI Ultra -Light Galvanized Steel Storm Panel System has been designed and tested to resist wind pressures in accordance with PA 202, as indicated by the Span Schedule in the referenced drawing. Page 2 of 3 KNEZEVICH ASSOCIATES CONSULTING ENGINEERS 2590 SW 105 Terrace Davie, Florida 33324 (954) 821.6933 • (954) 452.7960 — fax EVALUATION REPORT The maximum anchor spacing for each type of Anchor, Shutter Span and Design Wind Load is found in the Anchor Schedule of the referenced drawing. This OSMI Ultra - Light Galvanized Steel Storm Panel System is to be installed in accordance with the typical details, general notes, schedules and material specifications found in the referenced drawing. SPECIFICATIONS6. MATERIAL See General Notes of the reference drawing, unless otherwise noted, for material specifications. All dimensions of components are indicated in the reference drawings. Anchor specifications including acceptable substrate, minimum embedment, edge distance and manufacturer are indicated in the referenced drawing. LIMITATIONS7. • • OF This product is suitable for installation in the High Velocity Hurricane Zone (HVHZ). This product may only be installed on concrete, hollow concrete block or wood substrates. For all other conditions site specific design shall be performed by KA or our delegated engineer. This product must be installed in accordance with the Minimum Shutter Separation From Glass Tables of the referenced drawing. Page 3 of 3 Jul 1511 04:00p HFH ReStore ` Florida Building Code Online 7724600672 p.1 rdgv i Vl t -7 eC1S Home log In User Registration Hot Topics Submit Sw&arge Stats S Facts Publlratlons FBC Sta'f SM Site Map Links Search • w( v Product Approval USER: Public User �/ • ` Podijct Aoorcval Menu > Product orAoolICAllon Search > Aoolication List> Application Dewl FL # FL13�379� Application Type New N. Code Version 2007 _ Application Status Approved - Comments — - Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road FL Lauderdaler FL 33309 (954)493-8551 tomj@tc-alum.com I ' Authorized Signature Tom Johnston tomjetc-alunixom Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft, Lauderdale, FL 33309 (954) 970-9999 toinj@tc-alum.com Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Allen Reeves the Evaluation Report Florida License PE-19354 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Oate 12/31/2011 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist - Hardcopy Received ,Certificate of Independence FL11979 RD. COI COI Doc.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 'Equival'ence of Product Standards 'Certifed By i Sections from the Code http://Www.floridabuildin&orglprlpr app dtl.aspx?parain=wGEVXQwtDgsxYIeb4opODY3gmZe4uWXKRPb-. 7/I5/2011 Jul 1511 04:00p HFH ReStore Florida Building Code' Online 7724600672 p.2 rage Y or Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 01/06/2009 01/06/2009 01/1212009 02/03/2009 Summary of Products FL O Nodel, Number or Name Description 11979.1 11E.A. 24GA 12" O.C. STEEL PANEL 24GA GALVANIZED STEEL STORM PANEL L"nnits of Use Installation Instructions Approved for use in HVHZ: No FL11979 R0 Ii 12 OC 24 GA.Odf .Approved for use outside HVHZ. Yes Verified By: ALLAN REEVES PE 19354 Impact Resistant: Yes Created by Independent Third Party: Yes Dasign Pressure: N/A Evaluation Reports Other: SEE MAX LOAD AND SPAN CHARTS ON PAGE 8 OF FL11979 PO AE Evai uaHon reoort.odf 9 ON INSTALLATION DRAWINGS Created by Independent Third Party: Yes _ _ _ i Aeparf"Int Of cammunfYy Affairs Florida Building code OnMe codes and Standards 2555 Shumard Oak Boulevard 73114hossce, F106da 32399 2100 (850) 487.1824, Fax (950) 41"436 0 20DO-20iD The SUte or Florida. All fights reserved. PPr vaw Statemeni g=mer Service Survey i ContaCt Us Product Approval Accepts: 91 ® minas_ �ccurit�•�u i::;rs Iry oo Truc[eA vr�r• r http://www.floridabuilding.org(pr/pr app dtl.aspx?param=wGEV)CQwtDgsx.Yleb400pODY3gruZe4uW KRPh... 7/15/2011 ?17-846-3747 Fax 717-846-6355 HR Engineering, Inc. 1418 E. Market St., Suite E York, PA 17403 15 December 2005 Dennis 1•..f?ii+man Town & Country Industries 400 West. McNabb Road Ft. Lauderdale, Florida 33309 RE: Florida Evaluation Report, 12" Storm Panels, 2007 FBC Dear Mr, Lowman; The following Town & Country Industries product, 12`° Effective Width, Storm-Loc Galvanized Shutter System has been tested in accordance with the 7-007 Florida Building Codes Section 1-609.1.2 Protection of Openings. The testing was done at Architectural Testing, Inc.. and the results are in their report 66919.02401,,44. Structural testing in accordance with ASTIVI E 330-02 was performed on 6 different specimens with varying spans and end support conditions, Allowable pressure results varied with the span lengths and end support conditions. Then impact and cycling testing in accordance with ASTM E I8$6-02 and E1996-02 was performed on each of 7 specimens with similar spans and end support conditions to those in the structural tests. All specimens, with the exception of one, achieved Missile Level D and Wind Zone 3 (50 fps and 9# 2x4) in the impact and cycling testing. Panel material is -roll formed steel sheet, 24 gage (0.024" thick), with 2" deep profiles, and 12" effective width. Panels function as single span, one way, beading members, usually installed vertically, but can be installed to span horizontally. Panels attached directly to the walls around an opening are referred to as "Wall Mount". Panels that are inserted into end connections that are then attached to walls are referred to as "Build Out". ,A special installation condition "Egress Panel" has a bottom plate that is easy to remove. Additional details of the panel and mountings are shown on the installation drawings. Based -on the above test results, I have performed comparative analyses to determine the allowable design wind pressures for spans ranging from 4%0" to 12"-O' ". From a review of the testing,. I deterariined that the mounting, which is the support condition, is the critical factor. So, the analyses are based on not exceeding the support condition reactions in the tests, and allowable design .pressures vary with the inverse of the span length, The "Nall Mount" condition is the strongest, and the single test was used to Town & Country 1?" Storm Panel Page 2 determine allowable loadings for each span. Four different "Build Out" specimens were tested with three of them having different end conditions at head and sill. The weakest of the four were actually two types with the same results, 3" extended "H" at the head plus build out angle with studded angle at the sill, and 3" extended "F" at the head plus guild out angle with studded angle at the sill. All of the "Build Cuts" were grouped together using these lowest test results. Two different "Egress Panel" specimens were tested. The weakest, "U" track at the head plus "E track at the sill, was used in the analyses. The results of the comparative analyses are in a load/span table on the installation drawings. Using rational analyses, I have developed installation fastener spacing for a variety of anchors -into substrates of concrete, hollow masonry block:, and wood. Since the. panel load/span table was developed using constant end reactions for each of the 3 installation types, "Wall Mount", "Build Out", and "Egress Panel", the fastener spacing remains constant for all spans. The allowable loads for each fastener type are based on test results supplied by the fastener manufacturers. The allowable loads are then divided "by the end reactions per unit width to obtain fastener spacing. A practical maximum spacing of 18" was used, in the anchor schedules. The 3 anchor spacing schedules for concrete, hollow masonry block, and wood are included on the installation drawings. K A limiting factor for these panels is that they are not qualified for the High -Velocity Hurricane Zones. These storm panels are not air permeable, so do not have a minimum regtri d spacing between panel and gla irtg. The installation dra%�ing load/span table allowable design wind pressures are in conformance with the 2007 Florida Building 'ode, Section 1609, Wind Loads. I trust that this infonnation is sufficient for your needs. If there are any questions about this evaluation report, or if anything additional is required, please contact me. Sincerely yours; Allen N. Reeves, P.E. Structural Engineer Florida License No. 19354 /.` tsEe,444,f 8 AN- R:rlh Cc: 0g 120002 NG December 30. 2008 Town & Country Industries -- "Safety Edge" & Polycarbonate Storm Panels Page 2 of 2 4. Maximum Allowable Size/Pressure Combinations No 33% increase In allowable stress has been used in the design of this product When installed outside the HVHZ, this system has been designed as a non -porous assembly as defined in the ASTM El996-02 standard. Therefore, a minimum separation between the shutter and any glazing behind it is NOT required outside the HVHZ. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously listed test reports, and is accounted for in the engineering design of this product Wind Load Resistance This product has been designed to resist wind loads as Indicated in the span schedules) on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering 'drawing). Limitations & Condi#ions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document (Le. engineering drawing) as noted herein. Ali supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All Components which are permanently Installed shall be protected against corrosion, contamination, and other such damage at all times. This product has NOT been designed for use within the High Velocity Hurricane Zone (HVHZ). 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 W W W.ENGEXP.COM M4A653E S RUCTURAL Q ALITYSTGRADEP OE IT.FISHALLSG60L AST AND MINIMUM Fy=44 KSI. GALVANIZED COATING 2. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM COHPLYING WITH SECTION 1609.L4 OF THE 2007 FLORIDA BUILDING CODE AND ASTM STANDARDS E1886/E1996 &E330, PROVEN PERFORMANCE IS MISSILE LEVEL 'D', WIND ZONE 3. 3.•THESE PRODUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. 4, USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 5, THE 33-1/3% INCREASE.IN ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND ANCHORAGE LOADS IMPARTED TO THE STRUCTURE. 7. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6•UNLESS OTHERWISE NOTED. GED AS FIELD CONDITIONS DICTA E. PANELS MAY BE MOUNTED M13UNTINDETAILS MAY BECHORIZONTALLY WHERE APPLICABLE. B. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, STAINLESS STEEL OR 2024-T4 ALUMINUM ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSI, 9. STORM PANELS ARE NOT AIR PERMEABLE THEREFORE, MINIMUM SPACING BETWEEN PANEL AND GLAZING IS NOT REQUIRED. FRACTURE OF GLAZING IS ACCEPTA8LE WITH. THIS PRODUCT 10. SHUTTER'S MANUFACTURER LABEL SHALL CONTAIN THE MINIMUM INFORMATION OF. TOWN & COUNTRY INDUSTRIES FL LAUDERDALE, FLORIDA LIMITATIONc THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE EXCLUDING 'HIGH VELOCITY HURRICANE ZONE' MISSILE IMPACT TESTING WAS PERFORMED TO WIND ZONE 3 (BASIC WIND SPEED < 140 MPH) MISSILE LEVEL D REQUIREMENTS, THIS PRODUCT - HAS NOT BEEN EVALUATED FOR ENHANCED PROTECTION OF ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996, AW O.C. TYPICAL ELEVATION GA. STEEL STORM PANEL TYPICAL PLAN VIEW 2-PANELS SHOWN M') NOTCH VER770 ONLY AS RA u^ SEGi nmq& mm.a w mum I' r o " I a� KEYHOLE PUNCH ANCHOR SPACING 2-1/2' MIN APPROVED ANCHOR WnH MINIMUM OF I ANCHOR PER CUT SECTION MOUNT CONNECTION RADIUS "U" HEADER LYING NUT (MP) OR APPROVED ANCHOR (TYP) S 2U DO a -i � a >=Q: WoF F- L 0 �+ L,j2 oZ, WL<^JM S1m N cu J LLo .L �w V S o 28 NOV. ` , I DRAW I CHECKED ANR i : • Fs .4 s2 O[eee+arR Zea8 k o GLL�NNG G EMBED C1 8m10CK OR 1VOp�D NG a SCfImULE FOR dNX ANCHOR SCH6VUlE BASEp SPACING TYPE OF SiRIlC7URE)ON A WALL MOUNT SECTION C1 COAWECnpN TYPE ALE FOR � �-1 iiiiiia= 2IIgr LEIFA!@g our �mcrmra. 7 EARED C1 coxxEcnoN TYPE BLOCK OQ F w�>a ANIX09 SCHEDULE 84sm ON TYPE OF STRUCTURE) . B BUILD —OUT SECTION sPErai. ANCHOR, ANCHOR EMBED AND ANCHOR EDGE DISTANCE SHALL BE AS SPECIFIED ON SHEET 8/9 AND 9/9. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS STORM PANELS ARE YQr AIR pERMEABLE. THIEREFORE, REOUIREDSpAC/NG BETYYEEN PANEL AND GLAZING IS NOT FRACTURE OF GLAZING IS ACCEPTABLE WP/H THIS PRODUCT 1 CO++evaCTrox TYPE a, � �; ' RE�RENCE ANCHOR s BEDSPAaNG U[E FVR ka sG n IL d Z u d a a U C d mx°L ,, WQ o 2 � a�� " W WA= marF- =c, �M 1B 1 fo ��y z4 I3wW J&�o J Wow .� a � IXLA ING a � U— coo = g h ic�me a mi W 0 o �°j zz 2 W 3 , y ea ruc °�a wLjM �� wy Nit¢ g� lu -• N > 0 8 � o :'• 5 N p W EMBED C 1 & ANCHOR F p CONCRM HOLLOW SCHED(R£ FOR MAX & BLOCK OR W00p fRAI!&UC (SEE SPACING ANCHCR stiHmULE aasEO ON TYPE OF 57RUCTURp c 'h" HEADER SECTION DATE'' 28 NOV. 200 I DBWH CHA Di I PROJECT NUMBER 06100009 & 07070009 08120902 GQL4- %'J. /Qt�µy, SHEET 2 OF 9 ZZ Dffng"ri.o EDGE Cl cmqmmwsnn NNOM 8msoamuz DlST' FOR Am C2 a ScHmw FOR u4xSPAaM _ a 15 EMBED e. a 0.25' Ad°• H �y C 1 fo 2� 1 fo g IXGLAZ/NG V 2GG 5 3' MAX. 8 `: UILD-0 8 0 e• o- a .� B 9 EMBED c sp•• '`:Q � 1T cawlzcncw rm CONCRETE HOLLOW EDGE C3 WrcxOR eMsm Cf CoewErnav TYRE aLow av WOOO FRSLOAtiT (sw DIST. 551CMlO sCNEvuE B+sm ON COMM= Roam FOR SPACM Try BLOCK OR WOOD FRMW (SEE ANCHOR SCHEMW S459V ON TYPE OFF sT uon4v O"U� "HEADER SECTION E BUILD -OUT SECTION SPECIAL HEADER SPECIAL NOTES• ANCHOR, ANCHOR EMBED AND ANCHOR EDGE DISTANCE SHALL BE AS SPECIFIED ON SHEET 819 AND 919. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER S INSTRUCTIONS STORM PANELS ARE WE AIR PERMEABLE THEREFORE MINIMUM SPACING BETWEEN PANEL AND GLAZING IS NOT REQUIRE. FRACTURE OF GLAZING IS ACCEPTABLE WITH THIS PRODUCT bdAX I Wa L rd EXISTING m GLAZING 4� g22 �y �I I 80 1 �M C I caevNL•RON TYPE ROWMCEANCWR m 41 �- iLE uuLSPACM �^� C N ; H 7 17 °a � c01, 0.25" MAX. r �a mxo \ W SUy �O qJh � 3�H min >�� �y La0 0 U.< Li 14 ur+ g� 8 N d'¢ 'cum i' J U ' 19 J � j EMem-�.—.� �c1 COANXIMROOM=,, W O \ �s AM FOR rw �STAvc cavc HOLLOW V D F AVOW S WOOD FRAMNO (SEE nm OR smum E BISED 0.4 TYPE OF SDT(/[.71lRQ Q n BUILD -OUT SECTION s z SPECIAL HEADER O DATE- 28. NOV. 200 DRAVIh CHEdCE➢r .. • ' BWM ANR PROJECT NUMBER ' 06100009 & 07070009 aue.,,F %j, w r SHEET 3 OF 9 ZZ bxccjmd&c 20aS EMBED S�.ImJ(` EDR a I � Ep�Q/gg� d WING I 4 2x4 �y EMBm C3 ✓ +°cavomm mmww EDGE a Evrmx OR 340 a=v DSTTYPE - �"U" HEADER SECTION y `•EX61ING STEEL ANGLE AS APPLICABLE EXS RNG BRICK SILLi a� aGsn �a I 1' MIN `•t7Qs"NG tLAsn/Nc NCI aWEt710.V 71AE PENETRATION AS APPLICABLE SChEW EAW SPACM EXISTING 2 X 4 WOOD EYJS77NO 1/2' MIN PLYWOOD REQ. STUDS O 18' O.C. MAX WITH FASTENING TD STUDS ,n BUILD -OUT SECTION `BRICK VENEER S8ECL4L N01ES: ANCHOR. ANCHOR EMBED AND ANCHOR EDGE DISTANCE SHALL BE AS SPECIFIED ON SHEET 8/9 NO I 9/9. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURERS NSIRIEC7 STORM £WE ISMNI)" SPACING BETWEEN PANEL AN GLAZING NOT REQUIRED. FRACTURE OF GLAZING IS ACCEPTABLE WRH THIS PRODUCT. 60 p W M AM J• acaC, mU cs c =W � n J9 � zNa c ea �yo Xuj QFIa f I 1a =Vy. r 3,a Oo all a >-_ir (n Lui L ,4 J l7 s v 1. • .N.,•� Z o N(U> B J s Lo 16 Cl —aaaep ca5rxcrC irovoOR nbulm /rv��E S�IBDteE Env uat 7iv U� I "F" TRACK MOUNTING O � O DATFj 2e NOV, zoo BRAVNM CHECKED BVH .1m PRU.IECT NUMBER 06100009 6 07070009 0812000E SHEET 4 OF 9 C444„i 71, ��a_ :t2 acacAm&A 2a68 i iI 2„-1 F-2—I I 0.024" 2 2.401 1,1 " I-----i 0 �--- 4.834" \---I 12' COVERAGE 13 83" TOTAL WIDTH n 12" PANEL PROFILE -- 12.25"—0.052' TYP. 0.375" 2.00" 1 n "U""yHEADER 0.09s' (TYP.) 114-20 MACHINE SCREW c STUD 0 6' u STUDDED ANGLE 125' 2 + 125" 2" 0.024" F - 6 COVERAGE �6" PANEL PROFILE 1a NOTE- CAN ONLY BE USED AS AN END PANEL TO CLOSE THE REMAINING OPENING THAT MAY BE LESS THAN A FULL PANEL WIDTH 3.375" (See Note 1) a N 0.086" TYP. T= 0.312 D 655" 0.368" �� 0" BUILD -OUT 6 "F" TRACK '0 2.187' N 088' R .250' 7YP n � � N � 2.000` 1II HEADER 2 0.079" 2.090" 1. ft) —{t— . f-- 2"' MIN, 5" MAX --{ 0.215" ALUMINUM ANGLE � 8WING NUT u BUILD-OUTICLOSURE 0.368" 170" 3.000" .312" (see Note 1) 2.25" U7 .25" " .368" �Ofi T0657"1.740" ;120' 0' 170 0.312" ,7" '" 0. 94" 3.870" .094" p 1 0.13o'r1_�0418" REVERSED T FRONT n'P C.25" N t.s75" 0. " �_ O.D94" � 2.00" 1/4 OED SQUARE "E" TRACK SPECIAL BUILD -OUT HEADER "F" TRACK 9 HEADED BOLT 14 15 16 NOTESi 1) TESTING QUALIFIES 1' AND 2' LENGTHS ALSO 2) TESTING QUALIFIES AS -TESTED EXTRUSION THICKNESS AND THICKER w r P- L7C7y 3I, W C3 H L7S V W h a a WL7N N a .r CU > J Lu �C.) W m� °- 6 z z 14 >LA KUJ a y'xv ¢t-i: N DATE, 28 NOV. 2001 DRAWN, I CHECKED] HaN ANR PROJECT NUMBER i + r 06100009 4 07070009 08120002 SHEET 5 OF 9 2.3 OE CZA#Atr.f!1"..a SELECTED ASSEMBLIES OF COMPONENTS Y4"-20 Sidewalk SELECTED ANCHORS Bolt W/Nut @ 12" O.C. or #14 SMS @ 8" O,C. (a) 1/4' X 2-1/2' PANELMATE (MALE) Cb) 1/4' X 7-3/8' PANELMATE (MALE) FOR BRICK VENEER (C) . 1/4' X 2-1/2' PANELMATE (FEMALE) ANCHOR?FEMALE)MMY (:jBUILD-OUT WITH "U" HEADER T (e) 1/4' X 2-1/2' QUICKSET CONCRETE ANCHOR Y4"-20 Sidewalk (f) 1/4' X 2-1/2' TAPCON Bolt W/Nut @ 12" O.C. or #14 SMS @ 8" O.C. (9) #=VXAVAVt> 1/4' x 2-1/2' W1I13D LAG SCREW (h) 1/4-20 X 5/8' SLOTTED BRASS BUSHING (FEMALE) (�) 1/4-20 X 2-1/8' PANELMATE INSERT 18 BUILD -OUT WITH STUDDED ANGLE (J, 1/4'-20 X 1• TAMPIN 1 . 7 Y4 —20• Sidewalk W 1/4'-20 X 1/2' to 2-1/2• Bolt W/Nut @ 12" O.C. SIDEWALK S.S, BOLT or #14 SMS @ 8" O.C. BUILD -OUT WITH REV. "E" DATE 28 NDV. 200 ,. nRAwte ceECKem aWN aNR PROJECT NUMBER 06100009 6 07070009 OB120002 CGl,G•.. yl. /Ps.,...� SHEET 6 OF 9 2Z DCCA"At! 2ew4 PUNCH 5/16' DIA. HOLES IN AalACOVT PANELS 70 R£CENE V4 =20 SIDEWALK 6003. PLACE PANEL CE PANEL ANDR ASF TEN EACHmNGN FROM 771E INSIDE (TYPJ. DRILL 5116' 0 HOLES AT 6" OC IN 28" X r x l//gg" 6061-TO ALUMINUM PLAT 7/6' WASHERED WING -NUT 7W0 LIFE, SVM STORM 6061-T6 ALUM. PLATE PANELS SHALL BE CUT 2' SHORTER THAN ALL 07FIER AOUAC£NT PANELS (1 EMBED. FIRE EGRESS PANEL cC1MEL'IRW rfm £ =129 EXISANO STRUCTURE INTERNAL MOUNT EXTERNAL MOUNT Z-4' 2•� .5/16 0 HOLE FOR 2-1FASTENING PANEL 2• O-- 9 --0 — �—s• D.c. TrP-a WALL MOUNT 1 MAX. (MAY NOT EXLaD STORM PANEL SPAN TABLE) m M m OR MW DATE, 20 NOV. 2001 DRAW 1 CREa(M BWH I ANR PROJECT NW9ER 06100009 B 07070009 08120002 SHEET 7 OF 9 z= aiccneC�t zooY y AA m1a rwams AT w• a¢ CM Calm IMT nmvi A,ms ro eosr mare snweir� a ro snum our � uxr CORNER CLOSURE PLAN VIEW r f� 114- MV �iXISANG HCSr STRUCTURf L•D/ WALL MOUNT CLOSURE PLAN VIEW I --a• ro s / mew, ANChaes ,4 06 a-Z rRvs nnratme'samr� TRAP MOUNT CLOSURE PLAN VIEW 1 IMAX `k5 (MAX) x T/8" ALUM ANCHORS AT O.C. SPACING CLOSURE ANGLE FROM ANCHOR SCHEDULES EXISnNG HOST -� .... , .. STRUCTURE BUILD -OUT L� MOUNT CLOSURE PLAN VIEW ANCHOR SCHEDULE Anchor Schedule, 12" Storm Panel Maximum Allowable Fasteners acing in Inches a, 9! E• 2 .R 2 w 0 Anchor Type Installation Type Min. 3/4" Edge Distance; .Spans 4'-0" to 12,-0" Connection Type C1 I C2 C3 191 a Lag Screw, 1-27132, Me,. Thread Penetration, Shear Parallel or Wall Mount 18 6 5 Build Out 18 11 10 Perpendicular to wood Gram Egress Panel 18 12 11 $ 1I4" a Textron Panel -tut W I- 7I8" Alin. Penetration, 1/4-20 A�chine3crew for.Ferrale, (Nall Mount 18 11 10 Build Out 18. 18 18 114-20 W WN for Mate Egress Panel 18 18 18 Ali Points Bress Wood Bushing,1-1I8" Embedment, 114" ra - 20 x 5I8^ Sldew elk Wall Mount Build Out T 14 7 14 . 6 12 Bolt Egress Panel 15 15 14 _.._-. . ... . r un --um"L HNumums SPAN TABLE 12" Storm Panel Allowable Desi n Wind Pressure Span Length Wall Mount P.S.F. Build Out P.S.F. Egress Panel P.S.F. 4'41 +134.0, -145.0 +67.0, -78.0 +60.5 -70.5 +107.2, -116.0 +53.6, =62.4 +48.4, -56.4 +89.3, -96.7 +44.7, -52.0 +40.3, -47.4 T-0" +76.6, -82.9 +38,3, _44,6 +34.6, 40.3 8'-0" +67.0, -72.5 +33.5 -39.0 +30.2, -35.2 9'-0" 10'-01, 11'-0" 12'-0" +59.6, -64.4 +53.6, -58.0 +48.7, -52.7 +44,7, -48.2 +29.8, =34.7 +26.8, -31.2 +24.4, -28.4 +22.3, .26.0 +26.9, -31.3 +24.2, -28.2 +22.0, -25.6 +20.27-23.5 �_ a.R OFGC�tC�Q �esp' -M ni W 2% C zpZ dv� Jyn W U J n J 0C, X a „ o ,: anti f xc�y F0W MC Q J W M 3�'W,LLJ mN`o ,>.,y=� U L,�q WL7N g�I� a, z �tU¢ J Q l7 S V j �4 s �? O DATE, 28 NOV. 200 DRAW CHECKED, BWM ANR PROJECT NUMBER 06100009 & 07070009 0a120002 SHEET 8 OF 9 ANCHOR SCHEDULE TABLES m �9 n fZ n �� n,` �C =di=^ 0 m v El. 7. W e, O ZZ >WN el C I JJ Z a° as C i ar-as X = W.9 U. Anchor Schedule, 12" Storm Panel Maximum Allowable fastener Spacing Anchor Schedule, 12" E W H =r,y t— a >- C�JrnM� 3�W LIJ C3 ~>y2 ~ vi�h �L3 W jSN vZ Cu CU j J o ;.� o I Asti jW O A ' DATE, 28 NOV. 2OW =DRAVWN-C-HE-KM ' PROJECT NUMBER 06100009 & 07070009 08120002 SHEET 9 OF 9 t /Gwgi" ,' ' . >, ) . ' '• ?.s accffia�are �•.$" � �, ,,,i rug" , in Inches Stot=rtt Panel Maximum Allowable. Fastener Spacing in Inches c � w CO Anchor Type Installation Type Min. 2" Edge Distance Spans 4'-0" to 12'-0" Min. 3" Edge Distance Spans 4' 0" to 72'-0" c � to N Anchor Type Installation Type Min. 2" Edge Distance Spans 4'-0" to 12=0" Min. 3" Edge Distance Spans 4'-0" to 12'-0" Connection Type Connection Type Connection Type Connection Type C1 , C2 C3 C1 C2 C3 C1 C2 C3 C7 C2 C3 3/16" 0 n1Af Tapcon 1" Mn. Embedment, tJin. 3,000 psi Concrete Wall Mount X 7 6 X 8 7' 3l16" 0 rt1N Tapeon 1" Nin. Embedment Wall Mount X 6 5� X 7 6 Build Out X 13 M11 3 16 14 guild Out X 11 t0 X 14 12 Egtess Panel X 14 13 3 18 16 Egress Panel X 72 1'! X 15 14 31i6" D liW Tapcon 1-3/4'• N6i. 6rbedment, Mn. 3,000 Wall Mount 4 8 7 5 10 9 3118" 01TW Tapcon 1-3/4° Wall Mount 3 7 6 4 9 8 Build Out 8 75 14 10 18 17 Build Out 5 14 72 7 17 16