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HomeMy WebLinkAboutProduct Approval • I AR SAgreement S CRME IN�a 2744 Hills(orojoad` West Pal(Bejch,FL 33405.Phone: 561 841-8390 ` Fax: 561 841-8892 3L4"V 0 0 1 www.armorscreen.com Ron Poe(954)980-9654 License Number:CGC 1522990 I ,PROP.OS L SUBMITTED TOc ; _ .._ . ... : .:, x. . .,:_ 1- Name: Thomas DiRocco Address: 7168 Maidstone Drive Phone: Port St.Lucie,Florida 34986 Cell: 302.743.3011 Fax: Email: trisgr@hotmail.com JQWIINFORINIATION Job,Name: DiRocco House Address: (same) Screen Color: SLED( Black Total Screens.Quoted:, 16 County St.Lucie County WE,�ARE`PLEASED:TO_QUOTEsYOU ..VOL _ _,. �._ , ,..,. ,�, :Date #*_ J To supply and install the Armor Screen Flexible Wind Abatement System. Any unexpected Sub Total: $8,573.50 necessary structutal.work is not included on this quote. Any alteration to or deviation from the Storage,Bags: $240.00 agreed specifications involving extra costs will become an extra charge over and above this estimate. The Armor Screen System will remain the property of Armor Screen Corp. until contract is paid in full. This proposal is subject to acceptance within 30 days. Taxable Sub,Total: $8,813.50 Sales Tax 6.5% $553.81. Payment Schedule:' Permitting Fees: $294.00 :33%Deposit is due Upon digning contract. 33%Payment due upon installation of hardware and Engineering Fees: $250.00 beforec screen production. Final Payment is due upon passed final inspection. Total Job Cost: $9,911.31 Job Specific Notes:: I would like install to be after June 25th. 33%-Deposit: $3,270.74 Buckle&Strap screens throughoufhouse;storm bars on larger windows. 'This.proposal includes an angled screen to cover the back patio window including the 33%Payment: $3,270.74 triangular window above the sliders. Instead,the back pation could be included with two Final Payment: $3,369.83 screens for an additional$3,551. 'Final Payment to be Collected Upon Passed Final Inspection _ Y,-'FiVFORMATIOY, v4 Armor Screen is warranted against defects in manufacture for 10 years prorated from purchase or acceptance.Labor warranty is one year. Defects must be reported immediately.Armor Screen is not responsible for additional warranties extended by an Armor Screen dealer/subcontractor.Upon delivery,the screens will perform to test standards.Armor Screen's only obligation under this limited warranty shall be to replace or repair,at its option,those parts,which are deemed defective.Armor.Screen does not warrant the survivability of the structure.Armor Screen is intended w hurricane protection only and should only be deployed for short periods before and after the storm.U.V.damage resulting from extended periods of deployment is not covered by this warranty unless a specific system is designed and intended for such deployments.Screens which are designed for extended deployment periods will be indicated as such on the screen label by the letters"UV"following the job number.Wear and tear is not covered by this warranty.This warranty does not cover Rollup systems. ' Acceptance of Proposal The above prices,specifications,and conditions are hereby accepted. 1.5%monthly interest to be applied to late payments. Ancor Screen is authorized to do the work as specifiedi Armor Screen is authorized to use photographs or video of the installation for advertising purposes. Authorized Signature: Date: 04/25/2017 Armor Screen Authorized Representative: Date: Page 1 of 2 Copyright©Armor Screen Corp 2009 CONFIDENTIAL MATERIAL rev. 1 0.22.09 Michelle Franklin,CFA—Saint Lucie County Property Appraiser—All rights reserved. Property Identification Site Address:7168 Maidstone DR Parcel ID:3322-505-0092-000-9 Account#:153334 Sectrown/Range:22/36S/39E Map ID:33/22N Zoning:PUD Use Type:0100 Jurisdiction:Saint Lucie County Ownership Legal Description Thomas DiR.occo - MAIDSTONE(PB 43-11)LOT 83(OR 3100-678) ' Mary L DiRocco 704 Coverly Rd Wilmington,DE 19802 Current Values Historical Values 3-year Just/Marker., $196,700 Assessed:. $196,700 Year Just/rviarket Assessed Exemptions Taxable Exemptions: $0 Taxable:, $196,700 201 ii $196,700 $196,700 $0 S196,700 2015 $193,600 $191,906 SO 5191,906 2014 $177,100 $174,460 $0 S174,460 Sale History _ Date Book/Page .Sale Code Deed Grantor Price _ 05-05-2009 3100/0678 0112 SP HSBC Bank USA(TR): SI87,500 11-20-2008 3044/2991 XX01 ,CT Gardy,Paul E S100 02-02-2006 2487/1220 XX00 SP Reserve Homes Ltd Lp, 5292,400 Primary Building Information Finished Area of this building:2,086 SF - Gross Area of this building:2,856 SF Exterior Data View: -Roof Cover:Clay Tile Roof Structure:Hip Building Type:HB+ " Year Built:2006 Frame: Grade:B+ ' . Etf`ectivc Year:2006 Primary Wall:CB Stucco Story Height:1 Story No.Units:l Secondary Wall: ' _ Interior Data Bedrooms:3 A/C%:100% Electric:MAXIMUM Prhnary Int Wall: Full Baths:2 Heated%:100% Heat Type:FrcdHotAir Avg Hgt/Floor:0 . Half Baths:0 ' Sprinkled%:0% Heat Fuel:ELEC Primary Floors:Tile-Ceramic y Total Areas - •i Finished/UnderAir(SF): 2,086 "Gross Area(SF): 2,856. Land Size(acres): 0.16 - _ Land Size(SF): 6,970 Total Building'Count: 1 I <, Special.Features and Yard Items Type Qty Units .; YearBlt .. Drive-BrkPav 1 703 2006 - This information is believed to be correct at this time but it is subject to change and is not warranted. 0 Copyright 2017 Saint Lucie County Property Appraiser.All rights reserved DIROCCO RESIDENCE 7168 MAIDSTONE DRIVE PORT ST LUCIE,FL 34986 ARMOR SCREEN CORP. TEL*561.841.8890 2744 HILLSBORO ROAD FAX:561.841.8892 WEST PALM BEACH,FL 33405 w armorscreen.com 05/19/2017 202930 NO.7 SCALE:NO SCALE PAGE:1 of 1 TOP OF SHUTTER(FEET): 11 MEAN ROOF HEIGHT(FEET): 18 I ROOF PITCH ED?Y/N: YES BUILDING ENCLOSED?Y/N: YES NO.6 WIND EXPOSURE?B/C/D: B NO..8 WIND SPEED(MPH): 170 NO.9 NO. 10 NO.5 NO. 11 NO. 12 FRONT ENTRY WAY NO. 13 N0.2 NO. N0. 16 N0. 1 - - - - - �NO.4 .GARAGE NO. 14 NO. 15 DIROCCO RESIDENCE 5/19/2017 7168 MAIDSTONE DRIVE 202930 PORT ST.LUCIE,FL 34986 Area in 7— ip Not Wid "in Height in A119WAPIePywispreper Rp9wirp Fr- _".0 Max Anchor HbRIZONTAL 3/8 Carnia a Bolfs w/Dro lns' 1 24 109 191; f 65 68 25 PSF ` le 21 0 30 5.PSF 4 1 K7 9 p 24 O C . .:. .. 2 65 31 14 46 1-48.3 PSF BUCKLE&ST 22.4 1-33.7 PSF 6' 24"O.C. HORIZONTAL 3/8"Carriage Bolts S Dropins RAP BOTH SIDES e. i ' .HORIZONTAL 3!8 Carriage Bolfs w/Dropins 3 40 40 12 65 1. 66 25 PSF 22 4 1 33 7PSF 4 24 O C BUCKLE&".STRAP, BOTH-SIDES 4 63 84 37 46 1-48.3 PSF 21.0 1-30.5 PSF 6' 24"O.C. HORIZONTAL 3/8"Carriage Bolts w/Dropins BUCKLE&STRAP BOTH SIDES _. '• HORIZONTAL >3/8 Carnage Bolts w!Dropins 5 84 82f 54 341 35 7 PSF' 19 91 2&0 PSF 8 24 _O C BUCKLE,&;STRAP `BOTH SIDES _ .. _ 6 177 106 131 47 1-49.35 PSF 18.9 1-25.3 PSF 10' 24"O.C. HORIZONTAL 3/8"Carriage Bolts w/Dropins BUCKLE&STRAP BOTH SIDES �'.._+, ±:..,,. . r., .HORIZONTAL .�. .,:::� x,,_'•3/8 GarriageBolts. ! p ,�,, 7 47 49 16 351 36 75 PSF ; 19 91 28 0 PSF a, r ST}2AP .,`BUCKLE�.. BOTH SIDES 8 47 48 16 65 1-68.25 PSF 22.4 1-33.7 PSF 4' 24"O.C. HORIZONTAL 3/8"Carriage Bolts w/Dropins BUCKLE&STRAP BOTH SIDES .y =r s y " ;.,: z HORIZONTAL =318 Carriage Boltsrw/Dropins ' i. 1 1 9 49 i6 65 68,25 PSF 22 4 33 7 PSF C ,BUCKLE B;STRAP BOTH SIDES c rf R, 10 36 61 16 65 1-68.25 PSF 22.4 1-33.7 PSF 4'" 24"O.C. HORIZONTAL 3/8"Carriage Bolts w/Dropins BUCKLE&STRAP BOTH SIDES 4 t y 4 µ-;s ' ' :HORIZONTAL 3/8 Caw%D 11 59 67 28±; 461 48 3 PSF 30 5 PSF ,Carriage Bolts ropins 21 01 6 24,O C BUCKLE&STRAP._ 6OTH;SIDES r.� _ . 12 35 67 17 65 1 68.25 PSF 22.41-33.7 PSF 4' 24"O.C. HORIZONTAL 3/8"Carriage Bolts w/Dropins -BUCKLE&STRAP BOTH SIDES 31 •Carnia a BolEs w/Dro Inst`'- _., HORIZONTALe 8 9 ..,, p 47 61 65 68.25 PSF 21 6 1 30 5tPSF =BUCSTRAP, BOTH"SIDES _ - 14 47 83 28 65 1-68.25 PSF 21.0 1-30.5 PSF 4' 24"O.C. HORIZONTAL 3/8"Carriage Bolts w/Dropins BUCKLE&STRAP BOTH SIDES -� ; ANGLED; 318"Carriage B61ts'W/-Dro6ins-TOP 15 47 =83 28 - 65f 6825 PSF. 2t0) 305;PSF 4 ,^ 24-OCA r Al �. t BUCKLE ,STRAP. _: 1/2.'.Eyeboltsw(-EarthlPaver.>Anchors, BOTTOM,>_:, 16 63 84 37 461-48.3 PSF 21.0 1 30.5 PSF. 6' 24"O.C. HORIZONTAL 3/8"Carriage Bolts w/Dropins BUCKLE&STRAP BOTH SIDES Armor Screen Corp. 2744 Hillsboro Road Shutter Schedule -West Palm Beach;FL 33405 . . ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER .SECTION 1609 OF THE 2014 FLORIDA BUILDING. CODE ROOF PITCH IS GREATER THAN.2712":OR >= 10:DEGREES' PROJECT NAME: DIROCCO.-RESIDENCE -.S0-202930: :"' " . ` .. .'". NOA or FL# F1.812-117 ADDRESS 7168 MAIDSTONE..DRIVE `: -. NOA or.FL# CITY/STATE PORT ST LUCIE FL'34986.` NOA or FL# CLADDING TYPE: ARMOR SCREEN:SERIES 2000 " ` NOA or FL# : COMPONENTS AND CLADDING OF"WALLS'" A R ULTIMATE DESIGN WIND SPEED Vult 170 NOMINALDESIGN 1NINRD SPED Vasdt W13,2 ' .. ��•. _ SCRIE . �o. o EXPOSURE BHURRICANE PROTECTION Imo• V5 ' �(P MEAN ROOF HEIGHT 18 cl TOP OF WINDOW OR SHUTTER HEIGHT 11 \• 1& 11_ WIND DIRECTIONALITY FACTOR 0.85 S EN AREA ENCLOSED BUILDING GCpi +0 1$ c 105F 10$Fr 2USF 20SFx ,50SE POSITIVE PRESSURE (ZONE 4+5) 39.0 23 4„ 37.3 ;.�2l 4� 35.0 �'=f21" 0 NEGATIVE PRESSURE (INTERIOR ZONE 4) -48.7 29 -46.7 x,28,0 -44.1 NEGATIVE PRESSURE (END ZONE 5) -60.2 06,x', -56.1 : x-`33 7'rf; -50.8 30 PARTIALLY ENCL05ED BUILDING GCpI ±0 55 r < :10. F., 10SF><" 20SF." 20SF><=50SF"^ POSITIVE PRESSURE ( ZONE 4+5) - - 51.3 X308 49.5 _ 47.28 3 &: ..}J NEGATIVE PRESSURE (INTERIOR ZONE 4) -62.8 ;-$ 7;;; -60.8 -. s n36 5 -58.1 NEGATIVE PRESSURE (END ZONE 5) -74.2 ? 4,:5 � -70.2 42 -64.8 ,• -64.8s�38'9 LIGHT GREYAREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 5/19/2017 ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA. BUILDING CODE ROOF PITCH IS GREATER THAN.17127OR >= 10 DEGREES PROJECT NAME: DIROCCO RESIDENCE.- SO-202930.. NOA or FL# FL812-R7, ADDRESS 7168 MAIDSTONE.DRIVE NOA or..FL# CITY/STATE PORT ST:''LUCIE FL-,34986,, t NOA.or FL# CLADDING TYPE: ARMOR SCREEN SERIES 200,0. NOA or FL# COMPONENTS AND. CLADDING OF WALLS- AR- ULTIMATE DESIGN WIND SPEED Vult 170 SCRE , N® N,OMINAL.DESIGN WIND�S�'EED rl/asd _ .f,;>�� ;7••32 K ,Y;�,;. �® EXPOSURE . 13 HURRICANE PROTECTION MEAN ROOF HEIGHT 18 TOP OF WINDOW OR SHUTTER HEIGHT 11 WIND DIRECTIONALITY FACTOR 0.85 V CREEN EA ENCLOSED:BUILD�NG GCpt +0.18 pSF>r100SF 100SF>< 200SF 200SF><-500SFt POSITIVE PRESSURE (ZONE 4+5) 29.1 33.2 �7 5 NEGATIVE PRESSURE (INTERIOR ZONE 4) -42.0 42�5 -40.0 ' 4 Ok '' 37.3 ' NEGATIVE PRESSURE (END ZONE 5) -46.7 . 208 0 -42.6 25'6 -37 3 PARTIALLY ENCLOSED BUILDING GCpi ±0.55,: 5oSF>< 100SF 100SF><=200SF 20OSF> 06SF'. POSITIVE-PRESSURE (ZONE 4+5)__ - - 45:4 2 43.7 " 262' 41.3- NEGATIVE 1.3 NEGATIVE PRESSURE (INTERIOR ZONE 4) -56.1 syn 33 7,,r -54.1 -51.4 NEGATIVE PRESSURE (END,ZONE 5) -60.8 �65r . -56.7 . krDyi -51 4 LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 7117 '15 Flerlda etaldng Cade Online I • d ��` � i.+p�1 ( 4 i �� al�I' i � '�, `f ��.'. ".•."_s$ J k _ �.4� t • - am-az _ . \Y4 C.�f: as1iJ-r'�. ,.�'Ti crli EC BCIS Home 1 Log In user Registration' Hot Topic Submit Surcharge i Stats&Facts Publications FBC Staff BCIS Site Map Links Search Bus in'ess'13 Professib al !SER Pu Ic Us r R Regulation P-duct aceroVal ti+eru>Product or Ccciicitlon Search>Acolicaticn=>A lieation Detail •-a FL# FL812-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 1 Product Manufacturer Armor Screen Corp.. Address/Phone/Email 2744 Hillsboro Road West Palm Beach, FL 33405 (561) 841-8890 dougt@armorscreen.com Authorized Signature Douglas Turner dougt@armorscreen.com I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Impact ProtectiDSystems Subcategory Removable ' i I 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 Theodore Berman, P.E. the Evaluation Report Florida License PE-09814 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance:Contract Expiration Date 12/31/2018 Validated By Simon Segal, P.E, Validation Checklist-Hardcopy Received Certificate of Independence FL812'R7 COl =rtification of indeoer.daniro,SS.odf Referenced Standard and Year(of Standard) Standard Year ASTM E 1996 2005 ASTM E 1886 2005 ASTM E 330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code G9 3e� hitpvJAaidabU[dngorgfprfpr_app t>b.aspCpar?m=wGEVXQwtDqtpUNW1941Rx8J%2V—r,=CMuls%2fgRPFC8SO°-A3d 12 7/1712015 Flarida Btrldng.Code Cnllne f; Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/27/2015 Date Pending FBC Approval 04/28/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 812.1 Armor Screen Series 2000 Flexible Wind Abatement./Impact Protection System Limits of Use i Installation Instructions Approved for use in HVHZ:No ! _812 R7 IT Tnctallatien Tnstruc`Ians-Armor Screen Series Approved:for use outside HVHZ:Yes 2000_odf: Impact Resistant:Yes Verified By: Theodore Berman,!P.E. No, 09814 Design Pressure: +130/-130 Created by Independent Third Party: No Other:This system is not for use in the high velocity i Evaluation Reports ' hurricane zone(H.V.H.Z.)r Glass separation is required for. FL812 R7 AE Evaluation RBoori No .TEA 5-OA23.02.odF installations within wind zone 4 and on essential facilities. Created by Independent,Third Party: Yes The un-breached envelope criterion is met since the system is considered 'non-porous'and remains intact under impact and air pressure loading.The system is to enclose the protected opening all around. aac'.c .9^xt I" . I Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824. The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to thiis.entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.`Pursuant to Section . 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which tan be made available to the publlc:To determine If you are a licensee under Chapter 455,F.S.,please click here. . Product Approval Accepts: sCNritvusTmev I i I, hltpslifloridabtdldrxjcrg/prlpr appG9i.aspk?p2ram=wGEVXQwtDgtpLMWt941Rx8J%2V—FQ(=Muls%ZVf kDRC8SA%3d Z2 Tbd Berman and Assodates, .LLC Cer;i;<ca}a of Authorizationm 2E501 April 23,2015 Engineering Evaluation Report Report No..-:TBA 15-0423.02 Prepared by:. TheodoreBerman, P.E. Florida Professional Engineer License No.09814- Manufacturer: Armor Screen Corporation 2744 Hillsboro Road: West Palm Beach,FL 33405 Produd Une: Armor Screen.Series 2000 Product DescriAtion: A flexible Wind abatement.and impact protective system. Code Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida_ Building.Code 5t'Edition(2014)and`.as Per. Rule 61G20-3.. Supporting Dacumentsi a) ."Fenestration Testing Laboratory, Inc., File No.:03-346,Lab No.:3783,Report No.:01 TAS 201,TAS.202,TAS 203 b) Hurricane Test Laboratory, Inc.,.File No.:0139.-0528-01 ASTM E330,TAS.202 1 925 41a:St., Sufte 104, Miami Beach, FL 33140 Phones: (305) $68-4707 Fax: (786) 206-6017 led Berman and Associate ,.l`� Cel tiflicace of-Author ization r«F 50'2s i C) Hurricane Test Laboratory,Inc., File No.:0139-0305-98 TAS 201 d): American Test Lab of South Florida,File No.:0301.01-03 TAS 201 e) Installation Instructions,Armor Screen Series 2000,Verified by Theodore,Berman, P.E. Limitations and-Conditions of use: • Maximum.allowable design pressure:+1W/-136 psf • Alf supporting host structures shall support the superimposed€oads indicated on Installation Instructions.. • This product is for use outside of the High Velocity Hurricane Zones(HVHZ)': • The separation from glass is required only when system is Installed within Wind Zone 4,and Essential.Facilities. This system it considered non-porous. Product Data shall be hi accordance with Installation Instructions,Armor,Screen,Series,2000. a Product'shall be installed into substrates shown on.Installation Instructions not to exceed the spacing-Indicate'd. Anchor embedment shall be beyond wall dressing or stucco.. • Site conditions that deviate-from the details on the Installation instructions will require-further analysis from a licensed Professional Engineer: All:components that are permanently installed shall be protected-from contamination and:, corrosion. Quality Assurance: The manufacturer has demonstrated compi€ance of products.in accordance with the Florida Building Code and"Rule. 61G2Cl-3.005 (3).for=manufacturing under-a quality assurance program audited by an approved quality assurance entity: National Accreditation and Management Institute(FBC:Orgar►ization ID#:QUA1789) Each product shall be labeled in accordance with the requirements of the quality assurance entity and .shall indicate marking as indicated on Installation Instructions. 925 411 SL., Suite 104, Miami Seach, FL 'A3140 Phones; ,(30v) 868-4707 Fax: (786) 206-6017 i,{nrnrr.'loroduci a ooroval.corn i ed Bermait and Assopiatbsi LLC certificate oi'�-ut ori ation 27,602 certification of Independence: Please note that Theodore Berman,R.E.,does not have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report.is being.issued:Also,Theodore Berman, P.E.does net have nor will acquire a.financial,interest in any other entity involved,in the-�approvai process of thelisted products). Respectfully,. O.9'�l�3tfldtpj- 4 N 69814 .~••9 ��4 f t Theat#�df� ti,: 1�` Florida Lice'IM!'d 814 1 Ted Berman and Assoclates,LLC . Certificate;of Authorization.No.27502 0=5 41''St., Suite.l04, Phiami Boach., FL 33140 Priories:.,(305) 863-4707 Fax: (786) 206-6017 t.�r.�r.�r�roduct�corovel.cvm d RE. . ARMOR SCREEN:INSTALLATION INSTRUCTIONS: '+a1��OO''•" c9�''. Armor Screen is a flexible wind abatement and impact protection system utilizing a woven e`"� Fr�•,'9 J 0 monofilament geotextile that fulfills the Florida Building.Code 5th Edition(2014)requirement for : N0' 0 o opening protection. This system is for use outside the high.velocity hurricane zone(HVHZ- ` Miami-Dade&Broward Counties). For information on use of this system within the HVHZ,refer to e ' Armor Screen's Miami-Dade Notice of:Acceptance(NOA)available on the Miami-Dade Product =-0 4 Control website. Separation from glass is required only when system is installed within wind zone �Ti1p` OF .• ' 4 and on essential facilities.: i 4"' 1 - e" Geosynthetic hurricane screen: The hurricane screen shall be produced from a polypropylene, c C=-0 woven monofilament geotextile fabric with individual filaments woven into a basket weave network t_, ;: • ��,y� �. and calendered such that the filaments retain dimensional stability relative to each other.The raY'�T47Bi�.• �� '^ J woven monofilament geotextile fabric shall have the following minimum average roll values: �`o aeali>a� THEODORE BERMAN,P.E. NO.09814 Grab Tensile Strength (ASTM D4632) • 425 x 325 LBS Da23ne Puncture Strength (ASTM D4833) 130 LBS Mullen Burst (ASTM D3786) 675 PSI Trapezoidal Tear (ASTM D4533) 150 x 125 LBS w Wide Width Tensile Strength (ASTM D4595) 225 x 205 LBS/INw w E Wide Width Elongation (ASTM D4595) 22 x 21% m Cn c Apparent Opening Size 30 US STD SIEVE. W pco Percentage of Open Area 5% WO w o Q O U The pores in Armor Screen"are small enough that the surface tension of water causes the barrier screen to become solid in the, m W m presence of rain,and prevents damaging voluminous water intrusion,even from torrential rains. O—P o = P W= U v m M In dry conditions,the pores remain open,and based on testing,allow approximately 3%of the wind to pass through. Q-i a N°CO Barrier can be mounted with opposing primary anchored perimeters in vertical,horizontal or any alignment appropriate,to the CD o U structure being protected. N d Design loads calculated to ASCE 7-10 as required by the%prevailing building code. w Product marking-a label shall be affixed to the barrier.With the following statement: it "Armor Screen Corporation,Florida Building Code Approved" uj ALL GEOSYNTHETIC HURRICANE SCREEN ASSEMBLY INSTALLATION DETAILS DEPICTED WITHIN THESE DRAWINGS ARE TYPICAL FOR THE INSTALLATION OF THIS.WIND ABATEMENT AND IMPACT PROTECTION SYSTEM ONLY. ALL OTHER BUILDING COMPONENTS SHOWN"•HEREIN ARE DEPICTED AS EXISTING, AND NOT CONSTRUCTED BY.'THE SCREEN COMPANY. EXAMPLES OF TYPICAL INSTALLATIONS U J ,,` pp a Jo a No. U� -I a N a E . O O '/� +•U CU) co n m O0 coo _ �O• in J � d I ? in N� t�- )Z i� ¢ �" Do CO C o Co LQ 0o cuc, Eva ;_ `a vLLo FLUSH H❑RIZ❑NTAL ST❑RM BAR n Q N -p U rn N 01:. zDD iLP WX DATE: 04/23/15 SCALE: N.T.S. ANGLED INVERTED WIND❑W STRAIGHT BALCONY SHEET: 1 of 9 Q� Dim IV Oat ST ATEE OF .Table 1 AnchorS ices �r aitS' ••' , � ^ Span 1' OIC 2' O/C' 1* 2* * 4- In *In feet Design Pressure• 318"open eye 318"bolt 1 open eye 12"bolt 4' 13O 65 X X X X THEODORE BERMAN,P.E 09814 6' 130 65 X X X. NO.041231153115n5 692.75- 46 X X X X 8' 130 90 X 8' 130 65 X X W 8' 115 58 X X B' W 0 68.734 X X X X E.. 5 � 10' 130 90 X _ pa0 i-- o v 10' 130 65 X X X / W�� cpm ` r1*63 94.75 C47-) X X X X O, W Z O w tr LL E 12: 130 90 X . r- 0WU m W . 12' 130 65 X X �mW mom �_ 12' 120: 60 X X X O X OO E 1 69.75 X X ` 5 cl -jd �ND-co 14' 130 80 X `, a CD C~J LLL ¢ �v 14' 130 65 X X N ILa 14' 120. 60 X X X 14' 64.75 32 X X X X- W lY 16' 130 75 X W rn 16' 130 65 X X 16' 110 1 55 X X X 16' 60 34.25 X X X X 20' 58 29 X X 24' 48' 24 X X . CONS_ "Table is intended for drop-in LDT anchors in concrete. J WOOD: Lag anchoring,(incl.LDT)into wood as follows J o Column 1*: 3/8"thread, 1.75"penetration into SYP-(0.55 sg) r- Column 2*: 3/8"thread,3.1"penetration;into SYP .-+C 4? O 0 co r- Column 3*: 1/2"thread,3.0"penetration into SYP V c Column 4*: 1/2"thread,3.7"penetration into SYP O c�i o 0 EARTH: * Specified earth anchor maybe used with any of table choices. N N � LL Q-: HOLLOW BLOCK:Column 1',approved epoxy anchoring system for 3/8"&1/2"thread. . O aa) t 00 m NOTE: **Design pressure:maybe increased by 5%for negative loads - 5 TRACK SYSTEM:Table applies to track system,anchored with two 5/16"fasteners per O Q t j m i o cleat,as follows: O O " '- � a --w -into hollow block,min. 1 1/4"embed can M a> � E be installed as in column 1* E15 xE -into concrete,mim 13/4"embed can be installed as in column 3* ` Q -into concrete,min.2".embed can be installed as in column 4* f>7 N -into wood(SYP.sg.0.55),min. 1"embed can be installed as in column 1* UCD -into wood(SYP.sg.0.55),min.2"embed installed as in column 3* O NOTES: Anchor Spacing: varies inversely with pressure and is subject.to rational analysis. Span:is measured anchor to anchor. ANCHOR SPECIFICATION: Part numbers: 3/8"Lag Anchor(AS9038S) 1/2"Lag Anchor(AS9012S) q• (� (�.��, (3 m T d 1/2"LOT can anchor in both wood and concrete LD Drop-in Anchor. 3/8"Steel Drop in anchorin 3000 PSI(min.)concrete, 1 5/8"min. T'�S m embedment(H3038S) w` 1/2"Steel Drop-i nc orin 3000 PSI(min. concre e, min. embedment H301 Earth Anchor. Proprietary System: Stabilized 1/2"x 30"shaft with 4"helix NO. DATE: 04/23/15 Working load 3150 LBS.(E7912P) SCALE: N.T.S. Soil Class: 5 medium dense coarse sand) " Epoxy Anchor. Equa o ead umbrella inserts an screens w hesNe. ) rC/1G., SHEET: 2 of'9 TRUSS GUSSET PLATE `� • tC E�1� ' A 318"or 112" q� V I S�•'.'9,9�Pr SEE:TABLE 1 e ;A r d illia ST ' a OF • tU.i I, ALTERNATE ANCHORING O b OT, TURNED EYE OR PLAIN <- S�C• R. j�.•A `�� TRACK W REMOVEABLE LAG 4L lJ%v (AS3012S,AS9038S) 2' INSTALLED VERTICAL ONLY THEODORE BEWANP.E. INTO THE TRUSS MEMBER 0 04NO. 4 4 m rzan WITH 3/4"MIN.EDGE Z DISTANCE. Q Z II U : w Lu LLI _ C3 U) Ln W z o U)i ='a .wZZ O� `o —O wo" € F- w r LJL � U � ma0i : mW m ~ _K= LLZ1 of ca cn. -ia- W Q w�_ U oQ �^ co Nn- . W— O E w CONCRETE Q 3/8"or 1/2"DROP-IN ANCHORS FOOTING SEE SHEET 1 ANCHOR SPECS. X' atI=III=III`-•, o: \�� III— =11 �d TYPICAL ONE STORY ASSEMBLY _J C4 INSTALLATION UFLO CD 10 0_CV � O O �I 14 .15 o � Mo > cn is -j r` ° 3l8" r 1/2" rn ri LL v a EYE or BOLT Q `o y =Do m Pand DROP-IN -0 S w 115 m ANCHORS - �:E 0 m j o Z SEE: TABLE 1 � O ._ M a [[[IIIGGG [OR TRACK] M a> L E . � jj -52 m Lm LO -O:c� 0 m CONCRETE FOOTING m CONCRETE SLAB (4"MIN.THICKNESS) X :...•_.• (3000 PSI Min.) T ..,I-!Ila FE 12 Ll ili=!Ii_ o, 4 n1=LE11�=T=1(=1T1 ill— I M>> II�;I�II IFII—IIL=III=11F-1 1 1=1!H ' = m 'IH11-1=1I=ill=h Il=1!HH�IHII="• w ALTERNATE ASSEMBLY DATE: 04/23/15' INSTALLATION AT EXTERIOR SLAB SCALE: N.T.S. SHEET: 3 of 9 STORM BAR. ����s4s.cad�99 �!, SPAN. 4' S' 6' 8' 919. O®Q�i�+ � s�Bi MAX.PSF 135 86 60 135 60 ���:�;%�,`�+E' S' �J DEFLECTION 5.5" 6.1" 6.7" 8.5" . 16" a` �t •'.� 190 Qs8f�,'te •�.o SYP 2"X 6" X X X i L ALUM.TUBE X A 2"x 6"x 1/8" �'.. STA Or SYP 4."X.8,1 X t � -DEFLECTION:ACHEIVED BY ONE OR MORE STORM BARS AND MAY BE . a '•. R I 0 INCREASED WITH BLOCKING �� ! •• � �''� -ALUM.TUBE TO BE TYPE 6061-T6 ,►p;d3'j� 49�4� -ANCHOR ENDS WITH 5/16"X 1-1/2"TAPCON MIN.OR WITH ALUM.MTD BRACKET ANDTHEODORE BERMAN•P.E. �` NO.09814 TWO 1/4"X ONE 1/2"TAPCON °°!2715 -SUBJECT TO RATIONAL ANALYSIS.. w Lu Lu u E. o G G C C3Lu h4 fn N W Zo WCCIJL E: W_ ALTERNATE U)W U a° x ANCHOR Q�03 w N-m y Q POINTS O R O p E o CO �W R :E m L oo za o U LL ¢ " m U ; C) EN CL of U) W- O 2 W Lu m J I LL Z Lu Lu o o w U C J C I •-, ,Oyu♦". Q 318"OR 112• STORM BAR ¢ 0 E DROP-IN ANCHORSCONFIGURATION _ � M SEE TABLE I _ X I,. ,c. 'c O co o I-I �"1=1TIJII=11i, fA fC J I� C7 IJI I I^•• , 11111 Ip- f/1 N Q' d' CL Taft ��~IJ�III G ` c III�III_ Q >t Op (gyp V �p V -1 1�1�111�11�11_I" 'aC90 a) 7 m PORCH INSTALLATION r_00 co M CL m 00 . 0 ;_` ¢ REMOVABLE EYE CQ N ( �S 0 U rn y, G PAVER C p7 PAVERINSTALL WITH STABILIZER WITH CDNCRETE STABILIZER FDDTIN '#`" r y 180 S0.IN C >. a N •K: ..J ��. .� C N . ll_:. Jim - L11=1;_ I HE DATE: 04/23/15 II�InTnlnTl=lil ' ' INTO EARTH EARTH ANCHOR,4"DIAM.HELIX SCALE: N.T.S. HORIZONTALLY STABILIZED ALTERNATE ASSEMBLY INSTALLAT[ 24"O.C. SEE:TABLEI SHEET: 4 of 9 cn o r in ; o �_IJ�i oz n- o — 3' MW. =Ill�lw I�!' z� c o III=1�.'' m .: M W W x Typical 'o- wall anchors ui=ii O . �, 03 M Ti--u - x m �Ilfu III=11 'e •e. c _ - 'T-111=TI_i yr bOWad ARMOR SC -I91X3�A N33a0S SCREEN F ARMOR SCREEN F�EXIB tl01aa0H 3 IEXIBLE RIC EH�RRIC BgRRI b3Rl�9 3N (ALTERNATE TO T E BEAM ANE BARRIER qNE ER Z M p m M A 0 0 D Z7 =c-)rel 3-9 , z (�D D d D D A im O��Mz> .. ti. D D n H ' F D ()DD� r 0 z -0Z z �ZJ IZ C7�O z (/ l=cD7MF-Z v 00MC3 -� F9 �73CJ O�DiD� F-1 fl ! s o _ (� Z D tzi /� -9 o. r D a. MTI, -i V) - C3 r- 4 _ti (� F- I F r o 0 Z z n £ .. M D - r FT] �a �, oa�tt8007tlff�prl Z •:1e•••.l•. Rt - — Z - ;P - •. • • o .� - --- - - m w •O __ O 7. �i i;p :'n rn. N. nyµ m .w •. = n y Engineering ARMOR SCREEN "A g ro •; /' :; Teti Berman and Associates, LLC ' . M D Review BY: .. .:SERIES 2000 FLEXIBLE WIND.ABATEMENT/.: 9 +" ••. i' 4 ' m m Certificate of Authorization#27502 IMPACT PROTECTION SYSTEM m / .•' �'�•��� 0 Z a 925 Arthur Godfrey Rd.Suite 104 b�j ins L� `1 o Miami Beach, FL 33140 ARMOR SCREEN,Inc. �slla9flYl9�44y�4 (o �' 305 868-4707 2744 Hillsboro Road West Palm Beach,Fl- 33405 wWw.flproductapproval.com (561)841-88.90. www.armorscreen.com z WEBBING LOOP FOR EVE , o I SYNTHETISTR�P ;~^►! o ���� SIDE V[E�I IC FIBER(PRODUCT NO, M-170H).TO BE + �� s ��%',�jr C3 �G` - 9 '✓ SEWN INTO GEOSYN T HETIC c�' FIBER MATERIALIMay NO u incorporate snap hook or *; N w QUAD FLAT FELLED SEAM D-ring; Part No.s •! ` / AS-5214, n i n_ GEO SYNTHETIC POLYPRO '� H5100, AS91381 y�'. .4'.Tttt THREAD # 138 (7) PLACES �' ? AS9112.7 ��o AT TOP AND BOTTOM OF �_ _ i FABRIC SHEET y TOP WEAVE OF w~ GEOSYNTHETICMATERIAL til�}oWEAVE NOT SHOWN FOR2o9Sfa Z3 w CLARITY OF STRAP x CONFIGURATION THEODORE BERMAN.P.E. (U NO.09814 u Z 04127/15 . r Z 2 V1 J^W TOP STRAP DETAIL W Lu E. eLs C3 U) CD WIZ �m m 12 U O w I m / en WU v9d 2Wm CL nam: / z WEAVE: NOT SHOWN FOR o U $ CLARITY' OF STRAP N a Z CONFIGURATION Lu \ WELLINGTON SYNTHETIC FIBER STRAP' U FINISH GRAPE PRODUCT NO. M-170H o• (OR APPROVED EQUAL) TO BE SEWN NTO GEOSYNTHETIC FIBER ATERIA 'll-IIhI1=1IIJII-III_I�L- aI�JIIJ 'I ML BUCKLE W/STRAP AND TRIGLIDE' EARTH ANCHOR, SEE SECTION 11J/6 OF 7" SEE ANCHOR SPECIFICATIONS ONSHEET 2OF9. SOIL SHALL BOTTOM STRAP DETAIL BE MIN. CLASS 5(MEDIUM (AT EARTH ANCHOR.) �N DENSE COURSE SAND). o 0 E ca* r= te `L� iUC: (AMf� O•- M O. O in N � ;j V E. l T 1 d' C:Q t0 7 - b WEAVE NOT SHOWN' FOR �- 0 m o R - CLARITY, AND STRAP a O a �1= CONFIGURATION 0 s CONC EXTERIOR \ E Q - SLAB c�E 3 WELLINGTON SYNTHETIC FIBER STRAP' pO N PRODUCT NO. M-170H .D U rn \ (OR 'APPROVED EQUAL) TO BE SEWN INTO GEOSYNTHETIC FIBER MATERIAL V2' OR 3/8' RAWL DROP-IN ANCHORS SEE ANCHOR SPEC'S. ON SHEET 2 BUCKLE W/TRIGLIDE, SEE SECTION"J/6 OF T' BOTTOM STRAP -DETAIL (AT ANCHORAGE INT❑ CONCRETE) 3 � m to Lu WX DATE: 04/23/15 ® SCALE: N.T.S. --.-.SUPER CONTOURED MODEL BUCKLE BY NEXUS SHEET: 6 of'9 i. I 3/8' STEEL LAG ��,� all, gs�;� Zrn a LAG THREAD TURN Q�RE WW �' Uix EYE BOLT 1 3/4' MIN �� d ••-•...." a' as i�^H EMBED. y,,O��A .•�`GE�V, �,.;?'9 : JJIi n in:n n n n n „i ni q •, it wm Q 0 . FmIDor �N Sao U La P4 W a C v- r==aW =� ALTERNATE 3/8' DIAM • S't�4'� �� ~ay r� DROP-IN ANCHOR .O� �;.•� ��•' }M o_ y GED SYNTHETIC HURRICAN SCREEN , > S'•.. wLJQ< Z� ALT TE . °`��aaaas�ya9��°` P STRAP DETAI Ll THEODORE BERMAN,P.E. 3 a FOR OPENING 10 FEET OR LESS ix No 23115 i z w ALT NATE CORNER DETAIL ADJACENT SG FENS a w E.o r1r m} Wow _ wZ0 Lu u- mJ w y A) TYPICAL ADJACENT m � SCREENS ARE g W w -2 n a M OVERLAPPED ONE ¢ o N a ANCHOR SPACING.A CIN o TIT w - .-..... . .. Lu - cn SCREEN THREAD NOT SHOWN (N (NTS) ppp FOR CLARITY „1 STRAP ETAIL V BUCKLE W/ ST AP AND TRIGLIDE � SEE SECTION ' /6 OF 7' WELLINGTON NTHETIC FIBER STRAP PRODUCT NO. 170H U COR APPROV EQUAL) TO BE SEWN J INTO GEOSY HETIC FIBER.MATERIAL J C NOTE: SCREENS MAY BE GROMMETED. c1 Anchort'OvertnP) ui ti o cc � 10 TRACK DE-TAIL a o° 0 M o in rNi0'- �y � CL T a � o oL00 m • �� o a0 CQom -a INSIDE, MOUNT CEILING v t E - v N rn I I I , I I I WALL CO MOUNT I c3: m> w DATE: 04/23/15 INSIDE MOUNT SCALE: N.T.S. FLOOR SHEET: 7 of 9 I � .250 R ,is3s43333 �f.� 062 R rrp '►��gQdFIE' At ��'�� 1.530 a •� •...,;;���� TYP 'S�'•�tlO EN 0.350 0•-�,4 •9�r 10 r N0, c�98f .• . . 0.125 I !- 45. .125 R `�' ••• Np z =-0 w � S1 ` y + J il�rr,,�LOF Z F�2R I Lam' 1.030 R,10 3.75 `' BRACK (PART#AST-1100) UMINUM ALLOY THEODORE BERMAN,P.E. NO 6005-T5 042318154 0.750 - H- z w E. Wo. OJ50 Q Iw- c m — — — U) cn Worn ��� y uIZzO w�°LL E U)ujm ca omU w t3ya) I: to=m —0 ='E Lu of 2v V au a y oc 3� N d 3,750Lu V U U J a .375 DIA cI i E. TYp 2 ... o O CG': •_ � 0 ci — 1.500 VNi N -0v CL . '= �. ao 0 1.0 csi o v .0o au � � m �o D-RING:CARRIERS(AS-5214) 375 TMP uR aa,11 ? E M a E` cu Q : SPRING CLIPS(H-5100) 'L N �. 0.571 3/8"KEYHOLE CLIPS(AS9138) 1,444 0.250 H E CLIPS(AS 4112) ® -� 0.280 0.094,* 5116"TAPCONS(FT1556) - 318"TAPCONS(FT1538) 1/2"TAPCONS(FT1512) CO FULL 0.750 4 0 Trp 2 .�---• 1.000 ' 3/8"LAG ANCHOR AS9038S) eat W 18"CARRIAGE BOLT "I"TRACK(PART#AS-10,00) BATE: 04/23/15 112"LAG ANCHOR(AS9112S) ALUMINUM ALLOY SCALE: N.T.S. 1/2"CARRIAGE BOLT 6005-T5 SHEET: 8 of 9 i4 081:4 . • I 4. ��Y R Y it " Q•: S.OSsE OF •YV QI-61 01 << ? -`4- Ia Nom ' 'THEODORE BERMAN,P.E. NO.09814 0423/15 SCREE LOADING O STRU TURF (PE INEAR FOOT) Z LU D IGi�I LOAD SF) W E. H W v 30 50 60 70 90 1.10 ,-.130; Q 4 0 2 276 284 332 358 4011 W o Co Cn 0 22 12 3 355 416 447 500; ° W LL E �J W N H N 265 3 372 408 426: 500 . 536 599j m CO 7 311 0 4 480 503 579 625 704 °X ° o�E o Ja gnaw < 8 355 97 546. 574 663 715 802 a o Q 9 399 T 4917 557 617 644 . 747 804 9014 . , W — 10 4471 -543 625 683 715 832 893 ?1013 Of W 0 ll - 491 02 683 749. 786 910 982 11105 535 743 821_ 857 994 1072 1203 13 579 1712 808 887 928 .1079 1155 1302 Co 14 1760 868 959. 999 1165 1244 `,1401 W W 15 666 1818 928 1 1025 1070 1241 ' 1333 1506 uiU 16 . 715 870 994 1091 1141 1325 1423 1604 J N � 17 758 923 1054 1162 1212 '1410 1512 :1703 N E 18 802 9.81 1114 1228. 1283 1494 1601 1802 �-: s .19 846 1034 1180 1300 : 1359. 1572 1690 ',1907 o•° co 6 o cnN � -j � a- 20 .890 1086- 1240 1366 1430 1657 1780 y2005 < > 21 933 1144 1305 1432 1501 1741 1869 2104 �. � C7mo� 22 977 1:197 1365 1504 1572 1825 1958 '2203 — Oma m ; 2 cz a> > E • 23 10261 1250 1425 1570 1643. 1903 2047 ;;2308Ca 24 1069 1308 1499 1642 1714 '. 1988 .2137 2406 CO N Notes: 1. Span is measured anchor to anchor. i C O ' ami 3 c > W Cr i DATE: 04/23/15 SCALE: N.T.S. { SHEET: 9 of:9