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WS-16-875 94►. Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-256740 Permit Number. WS-3-16-875 Scheduled Inspection Date:April 18,2016 Permit Type: Windows/Shutters Inspector: Naranjo,Ismael Inspection Type: Shutter Final Owner: MELTZOFF,SARAH KEENE Work Classification: Shutters Job Address:152 NE 93 Street Miami Shores, FL Phone Number Parcel Number 1132060133100 Project <NONE> Contractor: DVG BUILDERS INC Phone: (305)506-7308 Building Department Comments 20 GALVANIZED PANELS Infractlo Passed Comments INSPECTOR COMMENTS False spector Comments Passed CREATED AS REINSPECTION FOR INSP-256073. c� Failed C Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 15,2016 For Inspections please call: (305)762-4949 Page 24 of 37 Miami Shores Village w 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 �3a . �,. ,.... Phone: (305)795-2204 E [ Ntt� Expiration: 10/0412016 Project Address Parcel Number Applicant 152 NE 93 Street 1132060133100 Miami Shores, FL Block: Lot: SARAH KEENE MELTZOFF Owner Information Address Phone Cell SARAH KEENE MELTZOFF 152 NE 93 ST MIAMI SHORES FL 33138-2818 Contractor(s) Phone Cell Phone Valuation: $4,500.00 DVG BUILDERS INC (305)506-7308 . ,.._.. . w..., Total Sq Feet: 0 Type of Work:20 GALVANIZED PANELS Available Inspections: No of Openings:20 Inspection Type: Additional Info: Shutter Final Classification:Residential Shutter Attachment Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# WS-3-16.59246 DBPR Fee $4.50 04/07/2016 Check*1653 $276.00 $50.00 DCA Fee $4.50 Education Surcharge $1.00 03/31/2016 Check#:1639 $50.00 $0.00 Permit Fee $300.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $326.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing info '• n is urate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I autho' ove- a o ractor to do the work stated. April 07,2016 Authorized Signature:Owner / Applity / Contractor / gent Date Building Department Copy April 07,2016 1 y 1t Miami Shores Village Budding Department MAN S 110% BY:— 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 C-Stl- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20IL-1 BUILDING Master Permit No. PER IT APPLICATION Sub Permit No. BUILDING ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: \yq- rI Sc -I-& S-rrc.F�c-r City: Miami Shores County: Miami Dade Zia: '371a Y Folio/Parcel#: \\—3'1.010—0 Is the Building Historically Designated:Yes NO Occupancy Type: V� Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Sw�.�-. N1,L\}20�C-� Phone#: Cao S 7 S`to-S�22 Address: City: M State: Zip: 33�3 Y Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: '0-4\0 Qy\\,OCXZ-S Phone#: (3 K)S"b(,-"7 3 0!? Address: �.l K V \N '3Y f L City: VA- ci1�V% State: Zip: '310\`Z Qualifier Name: "17an.-t l�C\rr✓i 5 Phone#: State Certification or Registration#: C G G\S-I ci 23"7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ LA 0 - 0 O Square/Linear Footage of Work: Type of Work: ❑ Addition KAlteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 2L-3 it Specify color of color thru tile: Submittal Fee$ Permit Fee$ *3040 �® CCF$ �� CO/CC$_(a d Scanning Fee$ -(e a Radon Fee$ , 4.60 DBjPR$ ',i,S-b Notary$ 0 "t Technology Fee$ 6, Training/Education Fee$ '1 0 6 Double Fee$ ID Structural Reviews$ V Bond$ TOTAL FEE NOW DUE$ ®Q (Revised02/24/2014) e Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection ee will be charged. Signature Signature kp�� OWNE NT CONTRA The foregoing instrument w cknowledged before me this The foregoing instrument was acknowledged before me this 2`1 day of VM o%m 166 .20 k_,by 2'1 day of M u%rc-V .20 � to .by !=, CY1.41 k-"9—,who is personally known to �a o.re k, .who is personally known to me or who has produced C-L0` as me or who has produced f-"0V as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign• &g4Sign -�50�9. Print: Print: �°'f 64,r,► 6 13 S BRI Seal: BARBARA GINEITE+• Seal: f MY COMMISSION#FF080418 EXPIRES January 2.2018 BARBARA DINETTE BRINDAS `� •° ' }' MY COMMISSION#FF080418 (4" 398-0163 FW S01VtM fl' � •'a, ssm�xss��aews 71 �7; � 407)3880163 Flowidallota SeNM.e.com APPROVED BY i90 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ................ . ... 12350 SW 132nd Court Customer Name: Unit 104 Z25 �y�P►t.va�at2�0 Pw+vy�+r� tvop . ��'t�fo4SO� Address: Nf- -p13J SIt- Miami,Florida 33186 (�l Z� i Qe,w�s Nt�tEt s is-p(o tS O� M'+`�w;, $Mn r-<S .'F�, 3313 305.781-3909 , Phone number: mattCcDguinnsons.comQo�ycgrho��,k S}ofw+. FIs WON! F1.coylb-'(�3 F3 ns)'?�b �,,W1�L, PtC✓r's�O toN Stty -19 e.roW rt 1 O E-Mail: Protection Type: []Accordion OPanel Dmpw x 7IL . - - i _ .� r-m r� - _ T- _ _. ,.�.__iI- I ��- fit..-�� -L --� .r_J .I i i t 1.0. 1 t 1 • I i S i � i t t i � i { Tt , i I t � r t , _ _ , �_ _i S ! _" w, 3 MELTZOFF RESIDENCE 152 NE 93RD STREET WINDOW REPLACEMENT PERMIT LAYOUT OPENING SCHEDULE 20 OPENINGS (1-20) MRH = <15' WORST CASE SCENARIO OPENING # APPLICABLE NOA WIDTH HEIGHT DESIGN PRESSURE ZONE 1 15-0615.06 68 81 +40.4/-54.1 5 2 15-0615.07 124 101 +40.4/-54.1 5 3 15-0615.06 39 81 +40.4/-54.1 5 4 FL1850-R10 39 81 +40.4/-54.1 5 5 15-0615.06 60 55 +40.4/-54.1 5 6 FL6416-R3 60 60 +40.4/-54.1 ••• 5 7 FL6416-R3 60 60 +40.41 54'1 . : 5 • ...... . .. .... . 8 15-0615.06 36 85 +40.41;Q*1 5 ;••• 9 .... . .. 5 ..:. 15-0615.06 81 71 +40.4/~•64.1 . • eo . . . .... 10 15-0615.06 81 79 +40.4tjQ4:1 5 •. .... . 11 15-0615.06 30 54 +40.��;5 ;1 5 ;••••; 12 15-0615.06 30 54 +40.4/-54.1 5 13 15-0615.06 30 64 +40.4/-54.1 5 14 15-0615.06 52 38 +40.41-54.1 5 15 15-0615.06 30 64 +40.4/-54.1 5 16 15-0615.06 81 76 +40.4/-54.1 5 17 15-0615.06 68 81 +40.4/-54.1 5 18 15-0615.06 81 64 +40.4/-54.1 5 19 15-0615.06 24 24 +40.41-54.1 5 � r 20 15-0615.06 24 24 +40.4/-54.1 5 . . .... ...... ...... .. .. ...... ...... .... .. .. ..... ENGINEERING, I 2100 W 7.6 Street, .Hialeah, Florida 33016 FLORIDA BUILDING CODE, 201 Robert S. Monsour, P.E. FI # 1 ASCE 7-10 WIND CO DESIGN WIND LOADS IN PSF. IAMI DADE 176 MPH WIND ZONE Interior&•Exterior Zones (4545 -Walls).Positive Pressures Exposure C For the .175 ' mph Wind Zone CATEGORY 2 Effective Wind Area or, TO utary Area in Square Feet Height 10 20 .30. 40 50 60 Maxi m 1. 0.95 0.92 0.89 0.88 0.86 5 40. 38.5 37.5 36.7 36.1 35.7 .7 40.8 39.7 38.9 38.3 37.8 25 .44.6 42.6 41.5 40.6 40,0 39.4 30 46.5 . 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44:9 .44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2' 49.8 48.8 48.1 47.4 Interior Zone (4 Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 _- Effective Wind Area or, Trii 6tary Area in SquwuF Feet Height 0 20 30 40--,--- 50 66 Maximum -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 1543.8 .42. -40.2 -39.6 .•-'39.1 . 20 -46.4 -44. -42.5 �. .4 ••• 25 -48.4 6.4 -45.2 «43,8 '••'43,2 • ••• 30 -5 -48.4 -47.2 -46.3 '-'4S'ti 95.1 . : ...' 40 -53.6 -51.4 -50.1 . -49.1 �# .._ .8 . ... 50 -56.2 -53.8 -52.5 -51,5 8�� 1 • :••• 0 -58.2 1 -55.8 -54.4 =53.4 - 2°6 . . . . A 000: Exterior Zones (5 -Walls) Negative Pressures .. . 0 • Exposure C For the 175 mph Wind Zone. CATEGORY 2 EfFective Wind Area or, Tri utary Area in Square Feet Height 1020 30- 40 50 60 Maxi um - -1.29 -1.23 -1.19 -1.15 -1.13 5 -54.1 -50'.4 -48.3 -46.8, -45.6 . -44.7. 20 =53.4 -51.1 -49.5 -48.3 47.3 ' 25 -59.8 -55:8 . --53. -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 '-53.9. -52.6 , '-51.5 40 -66.1 -61.7 -59.1 -57,2 ­55.8 -54. 50 -69.3 -64.7 -61.9 -60.0 -58.5 -5 60 -71.9 -67.0 -64.2 -62.2 -60.6 •Length of End Zone (a): 10% of least horizontal dimension or .4 h,•whicheve i s , but not less-than 4% of least horizontal dimension or 3 ft. (h = mean roof hei tin f fi). NOTE:AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR F ' ROOFS. Florida Building Code Online Page 1 of 2 M1.. Ij Rolla D2paitirent& SCIS Horne Log In User RegisUatlon i Hot Topics Submit surcharge Stats&Facts i Pubikatlons i FBC Staff SCIS Site Map Unks Search Bus•nes �, Pr%SS1�l Wt=R:Product Approval Public User Regulation !,r. Product Aooroval Menu>Product or Aoolkatlon Search>Application List>Application Detail • r. FL# FL6416-R3 Application Type Revision Code Version Application Status Approved Comments Archived ❑ Product Manufacturer Transparent Protection Systems,Inc. Address/Phone/Email 633 Dunksferry Road Bensalem,PA 19020 (215)638-0800 Ext 203 craig.hampton0polymerindustries.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email • • •••• •••••• Category Shutters • • • • Subcategory Storm Panels • • • • •••••• •• •• •••••• • Compliance Method Evaluation Report from a Florida RegistereiWihitect or a pcensgd •••• Florida Professional Engineer • • • • • ® Evaluation Report-Hardcopy Received••• •• •• •• ••• •••••• • • ••••• Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. •• •• • ••••:• the Evaluation Report •••••• • • Florida Ucense PE-0046549 • • • • •••••• Quality Assurance Entity National Accreditation and Management:nstiV% • •••• Quality Assurance Contract Expiration Date 12/31/2018 •• • •••• • • Validated By Jorge A.Pomerantz,P.E. •• • 0 Validation Checklist-Hardcopy Received Certificate of Independence FL6416 R3 COI Indeo:odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D635 2006 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 ASTM G155 2005 ASTM G26 2000 TAS 201 1994 TAS 202 1994 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs7kTE8Wajj21... 3/31/2016 Florida Building Code Online Page 2 of 2 r TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL6416 R3 Eauiv Eauiv i.odf FL6416 R3 Eauiv Eauiv 2.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/24/2015 Date Approved 06/23/2015 SummarV of Produ FL#,,--- Model,Number or Name ription r16.1 ClearGuard HVHZ Panels Cl e to Storm Panels(HVHZ Product) its of Use dation Instru pproved for use in HVHZ:Yes FL6416 R3 II Dwa.Ddf for use outside HVHZ:Yes erified By: Frank L.Bennardo, E.PE0046549 Impact Res n : Cr ndependent T arty:Yes Design Pressure:N/A Evaluation Repo r Other:See engineering drawings for design limitations Fl-6+16—R3 AE 04-009 FE FBC.Rdf (allowable spans,mounting conditions,anchor options,etc.) FL6416 R3 AE 04-009 LE FBC.Ddf FL6416 R3 AE Eval.Ddf FL6416 R3 AE HTL Test 0239-0107-05 odf FL6416 R3 AE HTL Test Report 0239-0312-06.odf FL6416 R3 AE HTL Test Report 0239-1013-07.pdf FL6416 R3 AE Test Ignition Smoke Burn.odf FL6416 R3 AE TPI-005-02-01.pdf Created by Independent Third Party:Yes 0000 • • •�•• 0000•• Baric Next • • • . ••• • • •• 0.000 60 66 000.60 • 000000 • 0 • •0000 Contact Us::1940 North Monroe Street.Tallahassee Fl.32399 Phone:85 IQ?0• • •0 0• 0 0 • • 6000 00 00 00606 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Frhmcv Staterne Refund 0 0 000000 0 0 00000 Under Florida law,email addresses are public records.If you do not want your e-mail address released in response�to�as RAQ�k-ralbrds requftR fiend electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,pleesetonlh&850.487.1:%5.*Pursuant t0 0000:0 Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide nt with an email address K 0 they have one.The smalls provided may be used for official communication with the licensee.However small addresses i rd.If you d.Al'wish to 0 supply a personal address,please provide the Deperbnent with an email address which can be made available to the publi�To d M you@re a Ilcynsee under 0 0 00 0 0 Chapter 455,F.S.,please click hM. 000000 Product Approval Accepts- 0• • •• • • • 000•• me NN RR® •• • 6.66 0 0 •0 0 scour( .,nETRIC, Elm https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs7kTE8Wajj21... 3/31/2016 . . ..• . • . ••. .• .. . . . .. .. . • . • . • . • . • . • . •.. • . • . .•. ,........... r• PO LYCARBO NATeS"CO RO k PAfVO KS (HVHZ) "s� :•, • • • • - y�, y�, ,�y y.._. ,�y 02.0 ••• ENE L NOTES: I --i 0-tor 1 2.50• 1 I 2.50• 1 1)THIS SYSTEM HAS BEER TESTED AND EVALUATED AS A LARGE .� 0qz 100• MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE 4 �� �• ���,` L00• •• • • •• •••1'00" } a � • • • • • • • • • *PER T�AAS 2201,1,7202,&03TEST ROT��LLS.�PANELS�A�OVEDD FOR1. ' • • i•ii0 i•• 0• UBE THROUGHOUT THE VEODCITY HURRICANES ZOI E(HYM COMPPRIS�ED OF MIWITHIN AMI DADEE&HIGH2• • • • BRf•IYARD COUNTIESIr(MIN)TO 13'(MAX)PMIS.COVERAGE OVERAGE-- •• • • • • ••• HAS BEENUSW INWIDTH TAL WIDTH MOUNT WITH THE ESITI OF AND PRODUCT: Q t FASTENERS 3)POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE Z w Hu all WITH THIS SYSTEM SHALL BE DMERMIM BY OTHERS ON A FULL PANEL PROFILE /-,NHALF PANEL PROFILE �+ JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. W 9 •=1'-D° ( GEN NOTE!) O1:snro3•m 1'-0• (SEE T>'EIN NOTE O C M� SITE-SPECIFIC PRESSURE REQUIREMENTS As RETE mxm IN , ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE FLORIDA STUD AND/OR LEG DIRECTIONBUILDING CODE FIFTH EDITION(2014)SHALL BE LESS THAN OR EQUAL m m TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES .+O MAY BE REVERSED LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 3.375 4)DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXMUM 0.313'0.563• 0.500.3° 0.205• 0.375.-:p4 .375• 0.380•*---' 0.665' 0.125• TEST®PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR 0.31 0.688. 0.275' S)THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.IF SITE CONDITIONS DEVIATE FROM g gol THE COMMONS DETAILED HEREIN,A LICENSED ENGINEER OR y Ty S T Z+ 0'�• 0" CLOSURE REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO p $ o. 7yp 0.650' 0.320' ut BE USED IN CORIUNCRON WITH THIS DOCUMENT. 1p I TYp ao92�TYP 7 BE 6)THE ADEQUACY OF THE EXISTING STRICTURE To WITHSTANDf-TYP $ 2.000•--4 BUILDOUT 6.0.1-0• AANDSHALL BEBYOTHERLOADS IS S.SCOPE oFTHISCFATIFICAT1d1 REVERSE 'F'TRACK 'F'TRACK DOU%E�-WII�M YYVAARYYIINN"CO•COVEERAGEE•RM wmTHupTTommmRESPECTIVE STUD ANGLE 'F'ANGLE 5 6"=1'-0° 6 6•=1'-0• 0.096• MAXIMA SHOWN HEREIN,PROVIDED THAT THE PANEL PROFILE HEIGHT BE g MAINTAINED PANELS SHAD.SE MOUNTED WITH FASTENERS OR STUDS 6 CCC 01 1 3 6•-r-w 2.25V--1AT MAXIMUM SPACING SHOWN FOR EACH PROFILE p 222 RMLLMWlAWACTUMWHALL BE MANUFACTURED BY0.675•{ i 0.099• ARBNT PROTECTIO80.35. 0.099• 9)THIS PRODUCT'APPROOR THE USE OF CLEAR ,., -iZ- POLYCARBONATE PANELS POLYCARSO NATE PANELS SHALL E VIQ 2,000• EXTRUDED WITH THMM �•(*0.0107 AND SHALL BEOA6TMANUFACTURED FROM 100ETIC THERMOPLASTIC POLYMER WIDTH UNLIMITED '1 (UV STABILIZED).ANY MATERIAL TO BE USED IN THE HVHZ 0.067' MUST DEMOSTRATE COMPITH SECTION 2614 OFTHETOP MOUNT MOUNTING Mm CODE SPECIFIED ABOVE. ENSILE STRENGTH FY-&9ES KSI, (CONN AS REQD) SECTIONS� 00.60• 0.375• FLEXURAL STRENGTH Fby- I,&FLEX URAL MODULUS IS 328.7 000 - KEYHOLE WASHERED 'H' HEADER 11)PApELSSHALLBE "� oFONE WASHER WINGNUT 10 LABS MPANEL CONTAmoHCTMEFouoWING: _ 6•-1•-0• TRANSPARENT PROTECTION SYSTEMS,TVG 8 6' 1' B'=1'-0' 633 WIDTH UNLIMITED DUNKS PF'1902 S ASTM BENSALEM, E18N&E1996 PRODUCT APPROVAL NUMBER g@ 9 LAN ---- \(McaN AS REQ'D) 12)STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE VIEWS d Hr! \ MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. tE@ki / 0.23' \ REFERENCE CONSTRUCTION TESTING CORPORATION(CTC OF MIAMI,FL) $d� 58' . \ TEST REPORTS 004.009-FE-FOC&A04-009-LE-FBC AS WELL AS HURRICANE TEST LAB(HTL OF RIVIERA BEAM,FL)TEST REPORTS ad 90239.0107-05,00239-1013-07,&&0239.0312-M t a' I 13)TOP&BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS / I I ifi FIELD CONDITIONS DICTATE PANES MAY BE MOUNTED VERTICALLY OR x HORIZONTALLY AS APPLICABLE- 14) PPLICABLE14)USE OF KEYHOLE WASHERS S OPTIONAL IN CONJUNCTION WITH / I ANY MOUNTING COM]TION.HOLES MAY BE FIELD MME)IN PANELS AT / N 03/6•(OR 05/6•WITH KEYHWE WISEST)WITH ANY FASTENER TYPE �DFfmL8oGr=pE / WAS'tHERED WINGNUTS SHALL HAVE W==FASTENER WASHER DIAMETER. 15)ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,MMAVIZED 14-1509 \ / STIM,OR STAINLESS STEEL WITH A MINIMUM T04SL E YIELD STRENGTH OF 60 IM - _--_____-a— - ------- -' - - -- --- --"' '�f07',,FOR ALTB%VATE ARCHTDP INSTALLATIONS,THE TOP TRACX OR BOTTOM MOUNT ---- U-HEADER SHALL t71T IBRO 6'MINIMUM ADJACENT SEGMENTS.FACN (CONN AsREAD) a KEYHOLE DETAIL ( AS'�R Q) SEGNENrSHAM HAVE ANCHORS SPACED PER THE ANCHOR SCHEMnA WITH A MINIMUM OF(2)ANCHORS PER SE@OENT.ANCHORS SHALL BE "44 1 PICAL ELEVATION 1 N.T.S. ALTs Ftao DRILL 03M 3 ALT. ARCH TOP* 1-U"NI"FROM ENDS OF EACH SEGMENT AM SPAS r MINIMUM FROM 1 N.T. THERE SHALL BE A /B•T. HOLE(OR 0HOLE 1 p.TS. MIMINIMHM1 OF(1)STUD MER SEGMT FASTENED TO THE STORM PANEL W/KEYHOLE WASHER) STUDS SHALL BE LOCATE)2•MINIMUM FROM EDS OF EACH SEGMENT. t . . ... . . . •.. .. .. . • . •. .• • . . • . • . . • • . • . .•• . • . • •.. rrr111rtttttttttt'' fi-2.50'-t 1-250"--t t-2so•-t �-250•--t . • . • • .t. l.00y•,l `ro,`-yI.1•yI ��,' 2`o tl"'� .y 2'ro> y1.1•yI ,y`.a a`o tl. 1.199. ^ 0.10 • • i i 1.000• `og � ,�• • •• • p rte' Ir X y y y I 1.003• i--41.500• �••. /� DIOA �tV�:= za•(Mw)To a6•craAx)PANEL covowGE 1000• s m M1h 28 1/4'MAX TOTAL PANEL WIDTH so•• • • • • N•�.• • • ' t ,�`` "CLEARMAXT"'"DOUBLE-WIDE PANEL PROFILE S •• �•: • • 4T.MJLL PANEL PROFILE MOUNT S 4 4 • • • 1 -000 OR STUDS AT 2 •"a '�'3' 3'm 1'-0° (SEE GEN NOTE 6) 103 STUDS AT •• • • T ••• •• (SEE GEN NOTE 6) Lr O.C.NAX KU Q Z W W"uj H� oma- �c� 1/4-20 MACHINE SCREW STUD X 0.625' rtP3/4.0 6.O.C. 1/4-20 0.093• STUD X 3/a• • 3.000"MAX. 0.500° _ 6'O.C. m. 0.198° o y� .r 0.093•TMP. g Y——• —— _. __ S N Y 14 k'0 0.127II II 0.280' 0.720• 12 4 o.las w 0.387• �----4 1—i_ $ ALTERNATE ALTERNATE r-2000'— t I l e, 13 B.O. "F"TRACK 14 STUD ANGLE 15 STUDDED ANGLE g �g X2.368' 2.250• 2741• 0.094• I 0.059° 0.094° 0.643• 2 189- �'�"� CLAMSHEL OVER � N O L 18 N.T.S. 6063-T6 d d i 2735• 2�• 0J75• 0.093' �� 2.554• t— ALTERNATE 1/4-20 X 3/a• (�6.X3 li U-HEADER U-HEADER CLAMSHELL TRACK crfi=ffff=L OVE 16 N.T.S. 606376 17 N.T.S. 6063-T6 19 KTS 6063-T16 14-1509 s • . ..• . . . •.. .. .. . . . .. •• . • • • . • • • . • . . . •.. • . • • ••. ................... EXISTING HOST CONN TYPE Cl: EXISTING HOST STRUCTURE EXISTING HOST�TRIi( Hj ••• • • •• -- - BEND PANEL AROUND F ' STRUCTURE DIRECT MOUNT • T1•E • •• •• • Jj PER W/REMOVABLE ANCHOR P 1' 41NOM PER* • • • • •• `�j/ A�pl STB ppryg h{ ANCANCHHOR SCiH� ANCHOR s •!UN.iOR6CHED t t t t t 1/4ao eoLn& X02, EMBED EP7� MAX _1"•014 SMS Clk 3 16 POP• ••• ••• • pWASHERED WWGNUTS EMBED AT j AT 24.O.C. OL P� 13'O.C.MAX / _ �'pP• J yy i 1 1 2 w 'i FASTEN PANELS TO EI7IS�TIW/G H0ST r SS 6 1/4-20 • •• DST STRUCTURESS pE YAR STRUCTURE :.. 1 LEG 0/OR OQSRNG x 4" 20 /4" • • • • o &�W�M"ATLER 1 rw GLASS SEPAR MAY BE GLAZINGSS.T� �( STUDS AT j3°• • •8• ••CO �ptu'PBR SCHH� � ITVR M'Et® .GLASS 5@AR O.G S O.C.P„X • • • m _ a$d y� MOUNT PEt SCHf D MAX GLASS SEPRdTION 1 21/4 •S• ••• •• GLAZING 3/4"EXISTING -204 .'4" SCHEDULE PER 1 1 nzd vZ f3m y�j a6 STUDS o + �� s CORNER CLOSURE AT 13" —T' Oj 3 10 � _ CONN�ANCHOR 3 N.T.S. MANVIEW 1A q J - ANCHOR SCHED �. 5 13 U4° 1/4' E • MAX EDGE D 1 MAX < CONN TYPE CS: DIST EMBED .. 2 ANCHOR PER EXISTING HOST STRUCTURE CONN TWE Cl: HOST STRUCTURE ANCHOR SOLED ANCHOR PER ANCHOR B 1 MOUNTING SECTION 2 MOUNTING SECTION 3 MOUNTING SECTION ANCHORS AT I2.0.O.C-FOR 4 P-59W OR LESS,OR AT 5.9°O.C. I 3 3•-1•-D" VERT SECTION 3 3•.r-w VERT SECTION 3 3•-11-0" VERT SECTION FOR P-120pst OR LESS(USE ANsy w ANCHOR FROM ANCHOR - -- ---- - •MAX GAP �� �p� s BUILD-OUT CLOSURE W 3 3•-r•m PUN view 1 2 1 1 1 2 1 Q EXISTING HOST STRUCTURE �I/4' 7� NOTE:DETAIL 9/3 MAY LBE OUSED g CONN TWE C2: MAXC ��..�� ..��.... AS AN ALTERNATE 1D CLOSURE ANCHOR PER —T• ' DETAILS 7/3 AND fiJ3. 8p EMBED ANCHOR SC1ED //'//�'� '- L/2•MAX AX UM PANEL ° SP SCHEDULE SHAMULM BE 1.5 "iO7�110" Q AM OVERLAP MAX USE WITH W HEADER:s HaDR •MAXGAP (PO ITIVE CONN.) TMFROMTHE EXISTING 6o•MAxaTs547psf 7 WALL MOUNT HOST EXISTING MOST EXISTING 1 2 3 3•.1•-D• PLAN VIEW STRUCTURE 2 a si Zs GLArnNG 11 LOAD MAX 9 )PANEL OVERLAP -fGLASS SEPAR1/a-zo x °Ji 8 (per SPAN(ft) N.T.S. PLAN VIEW d d @a PER SCHED w EXISTING MOST 32S V-5" 3 LS•!OR STUD DAR MAY FOR 94 D'{ STUDSSTRUCTURE, M AT 2 1"MAX GAP STRUCTURE,7YP 3132 6'-1• M IMUM SPAN I MOUNT O.0 MAX IP�n4x 33s 7 3 1 TOS'—� s-0" SC EDULE NOTES: 9 :46 / � B � ., • .: Sas s-r ����� 9 _ 1. SF(OWN IN"MAX PANE.SPAN SOIEDUW ABOVE ARE MAXIMUM 0 CONN TYPE C4: ' . ABIE SANS AT FACT RESPECTIVE DESIGN PRESSURE. OOPNiI90FWML ASS 5-3vB ...-. ANCHOR PER II I �.�- 2. SCHEDULE MAY BE USED TO DETERMINE MAXIMUM ALLOWABLE sTRM1cT 11K MOST SCHED OAp T T Y-EDGE sv FOR PANES IFISra LEO uslrw ANY COMBINATION OF PXM/NrINc 14-1509 DISH' - AMOROUS AT 12A"O.C.FOR Pa59p8T OR RE'S, 370 S'-0" INVOLVING A POSITIVE CONNECTION-M.O.ALL INSTALLATIONS ,g WII 00 NOT INCLUDE AN"H•OR"IP HEADER. 8 -L- OR AT S.M OX-FOR Pe120pd OR LESS(USE *75 4'-10" 3 WHERE THE"H"HEADER IS USED,THE MAXIMUM ALLOWABLE SPAN IS ANY ANCHOR FROM ANCHOR SCHED) 360 4'-9" S' (607 AND THE MAXIMUM ALLOWABLE PRESSURE IS 55.47pd. a MOUNTING SECTION s TRAP MOUNT CLOSURE 39O 4-'° WHEREEMS AIRY> EPRs'u "ISA+�%�PAN1S4�° s 3100 4'3" 3110 Y-11" S.TABLE ABOVE IS VALID FOR PANES MOUNTED HORIZONTALLY OR 3 3".3'-O° VERT SECTION 3 3•=1'-0" PLAN VIE1Y 3L20 V-T VERTICALLY.SPAN DIRECTION IS ALWAYS PERPENDICULAR TO LINE OF ANCHORAGE r li .. .. • . . .. .. • • . • • • • . . • • • • .•• . • . • ..• • ••• ••• • • •• • • • ••IRUNINusPdk%M.YA*IZED STEEL sPACER: •'Ot - D R[C / NAY, gi REQUIRED ONLY FOR EIFS,ICF,OR FOR GLASS SEP. 1/420 x ( �--��'• OTHER MALLEABLE FINISHES. OPTIONAL FOR Stt�CO,BRIM OR Q' I OR MOUNT PER SCHED 3/4, �}� PER SCH®� I Oj RTGm B. ` '� STUDS s S p 1/420 7d ••• • • •• •• `s• •• WASHER MAY BE USED ON E)aSTIMG AT 6'G O. MAX GLAZING &3 4' h • ••• THE INNERSIDE OF THE 4 4 AT 6DS • • • • • ••• • • PANEL MAX �� •• • • • • •• 'n l �1 E $s 1/4' lJ 11 .� PUSID ��� � p Host' CONN TYPE CS: - 1 "lu 9 ; ANCHOR SCHED ANCHORS WP@V TYPE Cl: — rL ANCHOR PER K JJ ANCHOR PER SCHEDULE m W" 2 HOSTsTRUCfURE ANCHOR SCHED .0 l�lllll"`` C1 MOUNTING SECTION z MOUNTING SECTION EXISTING $ 4 HOST J 4 3"m"-0• vERT SH.TION 4 3•a 1'-0' vt]tT SECTION STRUCTURE EX STU46 IXTBt10R ffd W EXIMBIT G HOST STRUCTURE WALL FINISH(STUCCO, a b BRICK,ICF,EIFS,ETC.) 6 ANY ANCHOR Fl�lq ANCHOR CONN TYPE C1: EXISTING . o SCHEDULE,ANCHORS EXISTING HOSPi �T pppW SPACED 6.O.0 MAX. ) GLAZING GLASS SEPARATION PER SCHEDULEEMBED NOTE:SHUTTER SYSTEM MAY BE ANCHORED THROUGH EXTERIOR WALL FINISH TO HOST STRUCTURE WITHANY MOUNTING CONDITION SHOWN HEREINLExmr GWINGa0 "f3lAZQNG ro° --..- MOUNTING SECTION THRU REQD} 'n EXTERIOR WALL FINISH NVTE:MAXIMUM sPaN avo PREssuRe FOR Gtnss.. S BRICK ICF EIFS ETC. USE WITH 9F HEADERS:DE MAX PANES �'PBR SCHED MAX I 4 N.TS. VERT SECTION $ � SPAN + -80 PSF MAX DESIGN PRESSURE 666 s MOUNTING SECTION 4 MOUNTING SECTIONa2��d 4 N.T.S. vHRT SECTION 4 M.T.S. vem SECTION $ 888 ESR CWfiMNrF®ILf®PIDD7E 14-1509 PA06 rmNmmrlae o� • • ••• • • • ••• • • ••• • • • • A. c csN9 ANCHOR SCHEDULE • • • •• • • • . . • • • . •02 20 a•MIN ma DISTANCE s • • • • • • • _ ,+E SPM UP 04 pmts o o • • • • • y• • • Z SDR �D cd01 TYPE CQ1UN TWE CONN TYPE • IM UM a1�l65 ••• • ' (r7 (asf) Ci C2 I C3 C4 CS Cl I C2 C3 I C4 I CS Cl C2 1 0 1 C4 Cs il,rS OULTRACONORITW 42 13.0"117 130"130'130"130"130.137 13.0.130 13.0"13.0^13.0'13.0"13.0" PARATION SCHEDULE LASS SEPARATION ATT TAPCON WITH 1-3/4• 47 13.0"317 13.0"13.0.33A'33.0"MO"13.0"1130 13.0"13.0"10.6'13.0"MV 33.0^ •, •••••6` B40M(3000 PSI MIN CONo 53 13.0"13.0"13.0"13.0`13.0"13.0"MV 13.0"13.0"13.0"13.0" 9.6" 7.5. 13.0"13.0" W W M CHEDULE NOTES: 65 13.0"137 13.0"13.0'13.9'MG- 9.8" 7.6" 13.0^13.0"13.0" 7.3 6.1" 13.0" &4" MINHPRAM 120 13.0" 7.9" 62" 13.W Sr S.4" Sr 4.1" S.1' S.r 43" 4.r 3.r 4.1" 4.5" W P� A SEPARATION L SEPARATION SCHEDULE M ff A" AT ELEI>30' ES MINIMUM SEPARATION 1(4'ELW PANBMATE WITH 42 117 13.0'13.0^110"13.0°110"13.0"33.0'13.0"13.01132'13.0'110'13.0"13.0" AT ELE ONES BETWEEN Z 6: 1-3/4"MIN EMBED(3350 PSI 47 110"13.0'M0-110"MW 13A"MW 13.0"110'13.0^13.0"13.0"13.0'110"13.0^ OR MOI 53 13A"13A'13.0^117 13.0"13.0"MW 13.0'11("13.7 134"L22' 9.6" MO'13.0" •• • • 4W • 4&r• • •.W H+RODIPCI'BEING PROT-tll FACE OF GAZING ECTED) Q a y� 13.0'MU"13.0'12.5' 9.r 110"13A"13.0^10.0" 7.8" 110"10.6• 32 4•.9" 4,23" 1,73' S� 117 10.1' 7.7 8'-1' 5.35" 100" PANEL OR FACE Of INSTALLED N g$w 1/4-20 ALL POINTS SOLD-SET 13.0"13.0"134'Mr 13.0'MV 110'13.0'13.0"13.0'13.0"13.0"MTP'13.0"110' 2. 5 TION DISTANCE PER THIS WITH 4'-W 42r •+ t'�$11 TH 7/8'MIN EMBED 7 13.0"110"13.0"110"33.0"13X•33.0"13.0"13.0.13A'33.0"10.9"13.0'13.0"I3.7 qp q.-g. 423 1.92' IS REQUIRED FOR USE PB MAV CONC) 110'13.0'13.0"13.9"33.0*mr 33.0"13.0'13A"13.0'13A" 2.6" 7.S' 13.7 117 POSITIVE LOADS ONLY. 13.0"13A"13X"110'13.0"13.0" 94' 7.7- 110"MW 13A" 7.9" &3" 13.0" RB" S'-8" S3S" 3.07 3. 5 TTON FROM GLASS IS JA 13.T B.7 6-r 117 9.9' &4" 53' 41" &7 6A' 4.3" 43^ 33' 4.r Sr 4'-7 4.23' I.Sr ONLY WHEN INSTALLED ,�O .0^13.7 13.7 MO' 45 4'$ 423^ 2Ar THE HIGH VELOCITY a 7AT•MIN ENBID(30W PSI MIN 47 MW 13.7 13.0"119.339'13A"110'33.0"MW 134' . HILI'11.8' S-r S-Ar 100" E ZONE,ASM WIND ZONE CONC) 53 110'13.0'117 13.0'13.7 13.0'Mc-13.0"110'13.r 13.r &1" 4T 30.4.1o.4" 4'-0" 423 1.58" 4 ESSENTIAL FACILITIES. 65 MW 13.0'130"33A"33.7 13X' 62" 46. 10.6^IIA'13.0' &7 19" &r 4.7 * 120 139• 5.0' 19" 6.6" &7 14^ 3A" WA 17 3.3" WA WA WA WA WA W 4'-9" 423" 2.34' S-6" S35" &W Q r mm EDGE DISTANCE V-(r 423 1.69' p o p o D o 60 4'4 423' 23r ANCf10R LOAD CONN TYPE CONNTYPE CONN TWE S-3 S35" 3.W w x (Psn Cl C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS 4'-0" 423 lA1" 1/4•ELCO ULTRACON WITH 42 MW 130"13.0';3jr MG-117 13A'13.0'MV 13.0'10.r lox 10.7"112.112' 70 4'-7 423" 2.67 1-1/4•ENDED 47 117 110"110" Mr 11.9"13.9"11.9'Mr 12.5. 9.5" 17 9b" 10.V"110.0" 5'-0' 535• 3A7 �n 53 130"13.7 Mr. 13A"10.6'10.6"10.6"11.1^31.1^ SS' 32" &7 &9• 120 3'-8' 423 3.9r ��Innn a g 65 129'12.9"12.9" 13.0' &7 &r 9.0" 9.7 &9' A A 7.r 33^ G a `P 320 7.r WA A 33" A A A WA A WA A A WA W v 1/4•BCOPMIEMATEWITH 42 110"13.7 13A^ 13X•13.0 117 13.0 110 13.0'13.0'110"110'110"13.0" ANCHO -' ggg 1-1/4"MIN EMBED 47 339"13A"137 110"13.9'Mr MG'MW MW 13.0' 72" 13.0"13.0'13A" 53 110'110'13.7 13.0"13A"Mr MM 3X13.0'13.7 6.3" 4.7117110" � g 85 33.7 13.7 13.7 13.7 13.7 BS SA• 130^317 13.0" Sr 49' 12.4" &1• 1. FOR ALL/XKVCRETE ANGORS,U'fD.TZE EITHER 1/4`11W ATT TAPCONS OR I20 13.V S3' 4.1. 62^ 3A" 3S 17" 4.1" A A A A 33 1/4'E.CO ULTRAODNS AS SPECIFIED IN THE ANCHOR SCHEDULES.rr w q� 2. •ELCO PAMELMATE"ANGORS MAY BE MALE,FEMALE,OR PANELMATE e WITH 7AY MIN 1918® 47 13.7 317 13.0" 13A'13.0"137 13.7 MO"13.7 13.7 J3" 13.7 13.7 q.4 PLUS,AS IULUSTMTED HEREIN.HEAD STYLE MAY BE STD 13/3r OR nc y70.,4 53 137 33.7 13A" 13.0' 3 317 13.7 13.7 117 33.7 6.4" 5.7 12.7 WASNERED S/e'HEX NERD.65 117 117 13.0" 13.0"13.7 6.7 S.3" 12.3"32.3'13A' S2" 4.1" 9A" 1 EP6URE MDID•M r EDfi£OISiANCE FlWt ALL ANCHORS TO CONCRETE& 53" 42' 5.5' 16' 3.8' A WA TO HOLLOW BLOCC.ENSURE 3/4'EDGE DISTANCE FOR ALL ANCHORS TO WOOD. 4. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE s 4'MIN EDGE DISTANCE MINIMUM EM8t9 T AND EDGE DISTANCE EXCLUDES STUCCO.FOAM, Sp�Up To o p o BRAC(,AND OTHER WALL RNISMESLOAD . R CONCRETE ANCHORS NOTED HEREIN SHALL BE 04BEMED TO Eg ANCHOR (� Cl CO(C TYPE 3 I 4 CS Cl C CONN C4 CS Cl C TYFE 2 C3 O3 CS NN TYPE S. UN-CRA CED CONCRETE ONLY INSTALL ALL CONCRETE ANCHORS PER p 7/4•TAPODN tELCG O R ITW) az 13.9"13.7 117 117 13.0"13.0'117 310"13.8"13.7 117 117 110" 93• 93• 6. WHERE MaSTIN MANUFACTURES iS WOOD FRAMING,Ex MING(%X M014S 88 OR 014 WOW SCREW W/ 47 13A"117 117 117 mr 117 M0"13.7 10.4"10.4"13.7 7.r 23.0'1&r 8.3 MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD 1-Ur EMBED 53 MV 13A'117 L10"13.7 13.7 117 13.7 9.r 92" 13.0" 6A" 53" 7.4" 7.4' FRAMING MEMBERS,NOT INTO PLYWOOD. LOW 65 13.7 13.7 Mr 11.3"I33"13.7 &7 5.4"17.r 7.5" 13.7 W 43" 6.7 4.1' 7. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR 120 13A' 5.6' 4.4" &1" 4.r 3.r 3X' 2.7 12.ir 24" 3.1" 3A" 23^ 2.1" 22" SHALL BE LOCATED IN CENTER OF NOMINAL 2x4(MIN)WOOD STUD(Le. 1/4"MOD PANEIMATE 42 13.0"13.7 13.7 13.7 117-Mr 117 13.7 13.7 13.7 13A"13.7 13.7 13.7 13.(r 3/4'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). (FEMALE,MALE,OR PLUS)W/ 47 13.7 MO-110'L3.V Mr Mr 13X'139'13.0"117 13.7 13.7 137 117 117 WOOD STUD SHALL BE"SOUTHERN FINE"G-0.55 OR GREATER DENSITY. 1-JA" EMBED 53 13.7 13.7 Mr 13.0"13.7 13.0"117 33.7 13.0"13.7 13.0"13.7 ILC Mr 13.7 S. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN,BUT � fie t 65 117 M0.117 9"13 13.0"13.7 117 11X•134.317 13X'12.1" 9.4' 13.7 9.a' ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUN i2o 13.7 12.3' 9.7 13.0" 9.6' 83• 6r 65' s.7 6.4" &r 6.5" sr 4.7" &1' ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE 7/17 WOOD BUSHING W/71W42 13.0"13.7134"13X"MV MV-139"139'33.7 134'13.7 13.7 33.7 13.7 13.7 SHALL APPLY. O>op>r�t:WST.U1�ov1< MBV E4B'.D&I/4-20 S.S. 47 13.7 117 Mr 13.0'13.7 Mr M0"13.7 13.7 130"13.7 &7 13.7 117 13.7 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF MACHINE 7�p A 13A'13.7 134"33.0"13.0"33.0"130'M0'117 317 13A' S ' 41" M0.13.7 THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD.TRUSS 14-1509 PEVETR 65 MU-MV 13.0'137 13.0"13.0" S3^ 4.1" 13.7 13.7 11.4" 42' 33' 11.4. 93" HEAD,OR WAFER HEAD('SIDEWALK BOLM U.N.O. SCAM 120 13.6" 4.3 34" 116" 5.4" 2.729' 2.r 32" 17 23' 2.3 KFA 2$' 2.7 10. 3)R DESIGNATES REMOVABLE ANCHORS.PANELS SHALLBE MOUNTED 1/4•RAG SCREW WITH 2-3/32' 42 33.7 13.7 137 M0'13.7 317 13.0'13.0-32.1"12.1"13.7 13.7 317 9.7- 9.7- DIRECRY TO THE HOST STRUCTURE ONLY WITH THESE ANCHORS, MIN THREAD PENETR 47 13.0"117 13.7 MW 13.0"13A"13.0.117 10.8"Io.r 13A" 9.9" 13.7 B.8" &6" LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO ALLOWABLE 53 13.7 13.0"13.9"13X'13A"M0'117 13.7 9.6^ 9.6' 317 8.8" &7 SPACING SHOWN IN ANCHOR SCNEOULE. w ggg * 65 13.0"13.7 137 11.r I l.r 117 9.7 7.7 7.8" 7.8" 13.0" 72" 5.6' 63• 4S FOR USE. 11. A'DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE " 120 33.0" 7.3" Kr 6.4" 4.6" 5.7 47 3X' 2.7 3.1" 4.7 17 3A" 23• 2.5" R MIAMI- MIAMI DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)3I5-2599 E OA )M.mlamidade.gov/bullding Florida Storm Panel Supply,LL 14475 N.W.261 Avenue Opa Locka,Florida 33054 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)-and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material,tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that th,P product or material fails to meet the requirements of the applicable building code. •••• •••••• This product is approved as described herein,and has been designed to comply with the Highelocity�Iuicaiie •••• • Zone of the Florida •••••• • • • DESCRIPTION: 0.035"(min.)Galvanized Steel Storm Panels Shutter • APPROVAL DO NT: Drawing#AD12-31,titled"20 Ga.Galvanize ee •�•elirel-L1.1�`pbeets I**:••• through 4 of 4,prepared by MCY Engineering,Inc.,last revision 01 dated May 27,2015,sighed&sealed by ••••;• Yiping Wang,P.E.,on June 02,2015,bearing the Miami-Dade County Product Control DMOn stamp Oith the Notice of Acceptance number and the Vsniration date by the Miami-Dade Countv Produ&Control Se goa:. MISSILE IMPACT RATING: CLarge and Small Missile Impact Resistant I '..'•. •.... LABELING: Each panel shallmann a1 with the manufacturer's name or logo,city,staW th$ following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0221.04 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,E-4,& E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Malar,P.E.,M.S. NOA Na 15-0615.07 u Ml DADS coulvrr /f (� GY" Expiration Date: 01/04/2019 °7 J,3/to/S Approval Date: 07/23/2015 / Page 1 Florida Storm Panel Sunnly,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS A. DRAWINGS 1. Drawing No. 95-498, Florida Storm Panels, Inc., 20 gage Storm Panels, Sheets 1, 2, 3 and 4 of 4,prepared by Knezevich&Associates, Inc., dated 02126197, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Un form Static Air Pressure Test of 20 gage storm panels,prepared by Construction Testing Corporation, Report No. CTC-95-032, dated September 26 through 29, 1995, signed and sealed by Christopher G Tyson, P.E. 2. Test report on Large Missile Impact and Cyclic Wind Pressure Test, of 20 Gage Steel Storm Panels,prepared by Construction Testing Corporation,Report No. CTC-96-009, dated February 26&28, 1996, signed and sealed by Christopher G. Tyson,P.E. C. CALCULATIONS •""• 1. Storm panel calculations and comparative analysis, Sheet 1 thro;g402. Knez4X%and Associates, Inc., signed and sealed by V.J Knezevich,P.E., dated Qatvber 2,'1.11910. 2. Storm panel calculations and comparative analysis, by Knezevich tm4rlssociates, Inc., signed and sealed by V.J. Knezevich, P.E., dated 06114196 aWO21.26197.' . : ' 0000 .. .. 0000. . D. MATERIAL CERTIFICATION "0 0 000000" "' 1. Mill Certified Inspection Report, dated 5126195,for Hot Dipped{T{�jQ1zed Steed, ' 00 ASTMA446 by Productor de Acero Laktbal, C.A., with chemicalcodp&sitiox and 0 0 06:6 physical properties. 0 0 6 6.. . . 0000.. 2. Tensile Test Reports from QC Metallurgical,Inc., Job No. 5IM-21W d&ted .":'. ' 09126!95 for galvanized steel, tested per ASTME8-93, signed and sealed by James' W.Roese, RE 3. Tensile Test Reports from QC Metallurgical, Inc., Job No. 6CM-719 dated 03125196 for galvanized steel, tested per ASTME8-93, signed and sealed by Frank Grate, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#99-0105.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. y A.Makar,P.E.,M.S. Proda Unit NOA J _ No.15-0615.07 Expiration Date: 01/04/2019 Approval Date: 07/23/2015 E-1 t Florida Storm Panel Snbyly,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#99-0804.01 A. DRAWINGS I. Drawing No. 99-097,Florida Storm Panels, Inc., titled "20 Ga. Galvanized Steel Storm Panel", Sheets 1, 2, 3 and 4 of 4,prepared by Knezevich&Associates, Inc., dated 07119/99, last revision#2 dated 12123199, signed and sealed by Y.J.Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS I. Anchor calculations, sheets 1 through 28,prepared by Knezevich and Associates, Inc., signed and sealed by Y.J. Knezevich, P.E., dated July 21, 1999. 2. Revised anchor calculations, sheets 1 through 8,prepared by Knezevich and Associates, Inc., signed and sealed by Y.J. Knezevich, P.E., dated Degembei*22,.1999. ...... D. MATERIAL CERTIFICATIONS ...... .. .. ...... 1. None. ..•:•• • .... .. .. ..... 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#024MI.02 ..:..' A. DRAWINGS .. .. . ...... 1. Drawing No. 99-097, titled "20 Ga. Galvanized Steel Storm Fd 'y sheets T '. through 4 of 4,prepared by Knezevich&Associates, Inc., dated Jury 19, 1 ; last revision#3 dated May 22, 2002,signed and sealed by V.J.04�9bz$vlch, P.4. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#02-0825.07 A. DRAWINGS 1. None. Qfi�y A.Makar,P.E.,M.S. Product Control Unit Supervisor No. 15-0615.07 Expiration Date: 01/04!2019 Approval Date: 07/23/2015 E-2 Florida Storm Panel Supply,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0110.03 A. DRAWINGS 1. Drawing No. 05-536, titled "20 Ga. Galvanized Steel Storm Panel '. sheets 1 through 4 of 4,prepared by Thornton-Tomasetti Group, dated January 06, 2006, last revision#0 dated January 06, 2006, signed&seated by J W. Knezevich,P.E. B. TESTS 1. None. C. CALCULATIONS . . 0000 0000.. 1. Revised Anchor Calculations and details for 20 Ga. Galvanized stege lgim Pang js,.; dated December 20, 2005,pages 1 through 24 of 24,prepared by pn-Tomasetti Group, signed and seated by J. W. Knezevich, P.E. 0000 0000 D. QUALITY ASSURANCE 00009. 0000.. 1. By Miami Dade County Building Code Compliance Office. •• •• • 0000.. E. MATERIAL CERTIFICATIONS 0000.. 1. None. 0 •0100• 00 0 0000 0 0 0 0 0 00 0 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0817.02 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. "inmy-A.Makar,P.E.,M.S. Product Control Unit Sugj&jor No.15-0615.07 TAppro7val ate: 01104/2019 ate: 07/23/2015 E-3 Florida Storm Panel Supply,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0114.03 A: DRAWINGS 1. None. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 20 gage storm panels,prepared by gonstruction Testing Corporation, Report No. CTC-08--018, dated December 21, 2008, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS .... 1. None. ...... ...... .. .. ...... 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#114&&15 • A. DRAWINGS •••• • I. Drawing#AD12-31, titled "20 Ga. Galvanized Steel Storm PanJA MI", steel hf 7 through 4 of 4,prepared by MCY Engineering,.Inc., dated MarcVVOI Z jib &sealed by Yiping Wang, P.E. ...... .• B. TESTS •••••• 1. None. '..' : .... :....� •s • C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Permitting, Environment, and regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. Bktffiy A.Maker,P.E.,M.S. Product Control NOA No.15-0615.07 Expiration Date: 01!04/2019 Approval Date: 07 E-4 Florida Storm Panel Sunnly,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#14-0221.04 A. DRAWINGS 1. Drawing#AD12-31, titled "20 Ga. Galvanized Steel Storm Panel-LMI", sheets I through 4 of 4,prepared by MCYEngineering, Inc., dated March 30, 2012, signed &sealed by Yiping Wang P.E., on January 21, 2014. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 0000 . . 0000 0000.. .. . 11. NEW EVIDENCE SUBMITTED ' ' 0000.. 0000 0000.. A. DRAWINGS • 0000.. 000.0. 1. Drawing 4 AD12-31, titled "20 Ga. Galvanized Steel Storm Pam-'M'; skAets S ' through 4 of 4,prepared by MCY Engineering, Inc., last revisiost j1;4gte4 Aa 2�,* 2015,signed&sealed by Yiping Wang, P.E., on.lune 02, 2015. ..% :""' 0000.. 0000.. B. TESTS ' ' 0000.. 1. None. • . . 0000.. .. 0000 C. CALCULATIONS •• 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade CountyDepartment o Re tato and Economic Resources. f gu ry E. MATERIAL CERTIFICATIONS 1. None. i H$A y A.Makay,P.E.,M.S. Product Control Unit Supervisor No.150615.07 7Eaplratlon Date: 0110412019 Approval Date: 07/2312015 E-5 I t S.WO' 8000 2.006' Famwr J. 1.6011' 1 wT2my fl GAIOLVGZA0M6 0.1 • 7YP 0.093' 1/4'8.8mw o O64WO.C.OR ,260GCCNERAOE 8003-T8AL18BNEM OTAILS on&-A 14.600` 1.61? .613' 1.813• lXil'AB.9PoRSPAtE40) nsroRM PaHe1. zaoo ,9eT• rap oRs s MB1x 1600 GENE V is � ° a � Qs eOANS T sru°' °�e 1. YHESEAPPROYAL ASHUrfER8V9 M 7101 0. 3.000' 0910' s� PROYIBMItBET FORTHEPB&IANCE pxw4wvm W-9AOE COUKf1'PRODUCT CONCR b.MSONFORUM HMH VSDCI7YMW WfJWE2dfi 0 18 OAOE , j`p OFTHERORIDAeVOOBnOODE2014BOTTIO 1 p OAIY.STEEL GRAVE 60 6.600• (� e � OALVZrEEL 14QAOEwo.G.O.R."A w. 2 EDUALTO MA1L OEBIDNLOW W'tx0{000OYDIaL RADE S09AW amrouau� fVB.V.BTEH. iBOA iR2bL W 1 OWLOEABEOINUMABLEONFACOROd-BXA68E SEDFOIN•OOD SCREW 1oFTW8PR0011CL q g WWD L�DOIOtAI1gOFACfORGd19W118I�FgtWDW6CMW0F,BAgi. � / I 6.00P Ny1X �j LtoD876M@MtNACORDM VffH7HECVEM LOAD9T0{tIVaOMTFORRWINDLO"M 0 016 _ DOCtDOENiBOI ADANM XHASCEERMNOODOEWO®Y6L0011YFO Kd.oLMD OY 80RFf1'CHANNEL �CL08URE K"HOLE MMR 9TE z cucmaTmammaoceaoa+ceWOXascrertO.aaREctea�AunracroR�re.O.� IllJtldllT � � �) � „ t 2� SHALL BE USED M�7)11BO.040T® -P.T 'NL lITED Q WmTFS TNI•EAPP� DOCUMENTSRtf�CAND 00ND*CUM Wg0MTNFOR BIE8PECCAPPUCpiK)NF7HO81ILT1ER8YSIELL TOPMOUPIT DH UPtAONJ � a T I M M TED ZW C"WtwT } .N• 0. 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W LW CFT°TRACR - SLOMOMMOMAt@18 HOLWWSCI®168(TAat82J 200A 3-8 8. -32-1 } tgslt n BUUD•OUT MOUNT SECTION ffi nzao 3-2 211 Ba V — 23on g "F"TRACK CONNECTION TO NEW STRUCTURE DETAIL _ PRODtJC1'RBVWD • *8 " 0200NNa6RONTTFe WWWWc 0(sas•A�lej on 13wmhv(b& ave 121e 61R• tEFERRMCME SPACWQ Wo AUPSU{'111AWL VASTENMPA AtIA@ag1ANeLE q' FAB;FlVaVp PArRt ti BM8M16COKTREFE ••�I'.�• y HOLLOWF w1witTUD ORI pNai a`L#rt1A1'at'-0.1/l LWT ALIWBC.WANfaR TVFNUF J Q 1taLetAT1rNAT satMMMASzAltvam W REae'CRCBIFNf CARR 1 1 •SET umn �y; toarri at — — — -- BIS®.•OmiC.•t'QG Zz $ IN O � Q � $ saBLMaa�ARATmR = ( D INTERIOR FASTENING7 aT.L* — .a / f f>�y ANGLE A88EIIIBLY p u B INTERIOR FASTENING BaBMCONCRETEr��•.. T'l1IBi1ip1P�1N ANGLE ASSEfBiLY SECiiON T10LLOtY `•,t•Y:'.' ••• • •AO�CEMI•V•8 OR VWWFRAMINS • • • • • •• • • • � TtLlt1ilirlt/ • • • ••• :pp��pFpTA�19THa/�W�oNm 2'DrR mKcOMXCR0 agcamt✓EORONTYPE M M.OROMV.SIFFEL • • BBTOR2PA�ISWlm.1AUSDMWALLCVORRMIMa= �TAxV ASCRm2 SPACOWASRBOO IBSWSelaV.STEamew PE :1j as-O3-ID 8dlBmR81 B p Atha �p�,J� {B ID1® NOTE:USE OF THIS DETAI`18 UW"T 372 PWdXD AM•X PANELLEIfOTH OP�"•O" MAr i` r 1 ' (r ►MNf m-ora Y ALT."F"TRACK CONNECTION TO NEW STRUCTURE DETAIL STORM PAN INTI ORJAStNIN4 trsoM � i i eaTaOBa�wmaarcs w U • •• •• • • • • • naMArL C' AD12--91 PANM •• • • ••� ••• • FI�, tlTiy ..•.R'L,w 8 OF 4 ••• • • • • ••• • • JUN 022015 • • • • • • • • • • ••• • • • ••• • • ANCHOR • • � . M rnFrm}l.!r,-��:_�,EyE_.:=��_Ta tie;��•� . - mc�r�©mmoo©mmmmc�omooc�omr�000moQ[�o � '', •,. Ci����l m©mmmmmm©omm[ omaomomommommo©moo MMUM 7mmmm Ommn� ]IETmn®mm nfi.JOmm�Oa �©mL'rm0�9mnapmmaaaonomommnoomman� i�a�tt..��.� �mm©©mm®mmmmmmOo almmmaomma©ar�oo%/.ommmommnoor maa�/O [mmmmmmmmmoommman m©On%/,©maa%/,ama©%/,amO%/Om[7©%QmaEl%iE1mm ; ®OF!©ommm©©mmm©© �4 Lrl%/."%%L%/."%%/,%/.///.%/,%///////%/,'//.izT7mnL�T7�"mL�7©Ri ��O� • Om 0© QI©R! QAc ���/M M M0/���%% —`o�oma©o�onmmoma�ommoQom0000c�m�m ����®���m%�3��'//.%[fm�7%% Gtlmmmmm�L��£Iaa©m©Ef©rT3n�T''�nLLT7n�[E3mmmmOa � r�. �.;�;� . �r�.;�.:.__•'�//.%��©%.%©%%%//, • ,, ,, �mn�ammmm[!©0�0%/am®L�mmOL�Da[7i�7�3a�F� ��0%Iii:!©%%%%%�%/%%/.% ° f r�©mmaammoamo©%ia©mm©m©noa©mnn%in mooa%i�raoni�i©ooiiamoniiamn©inmo©iso � �� '®dr�mon©dmmonmmm©comm®mnm®aod©©np F on000dm©m©r�mm� at�nna®mmnoammoaoKN.SEPARATtONFOR �• G7mm0��mmLr3%/.[lODE7%/,LIm® ] 1mmmO© miJO%aINSTALLATIONS LESS THAN 30- van%id�ao/iiidoa%iiamoa%loan©/in000%in om©m©mmmm%iQQomii%iwmmmmmooiinmmm/ia ABOVE GRADE ' r�omoQaomm ii/nao%ii mmoQmc�oemi�oaonii%i • oaao%i�uaooii%ian%ii%iamr� 000m �iaaiiii/ _ �...""'�� � _ om �`\ - RUHR Di� %i%iii%iiii/ai%i%iii%iiom000mmaQoommiir� ommcammommammmmQammmmmmmoradommmca ���� "� n • Omm�EF3IDi'JmQ]mLs7mma%/.QpL7mammm�mm�mG7'//,[� . �mmmo©momnao© Qoommmmmo�momnrsi •` omomQaoar�%iQ®o %i..©mmo¢tmmniimm�%iii�� �� ElmiT, QE_rnTR7'!/EFi mmmmQr�ommiimmniimommam,r,.�•��uw.:.��%R,� ■��® - I oova/iaaoo%iiaoiiiommomo�ne�miimaoiiii , , maim - u�a%ii/%iia%ii%i/ia%iii/%in%iii/%�nii%i �rrai/%i/ii/ n n ' i ,y M IAM 1•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Streck Room 208 BOARD AND CODE ADMINISTRATION DIVISION !Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPT OA www.miamidade.w /economv Florida Storm Panel Supply,LLC 14475 N.W.26s'Avenue Opa-Locka,Flo SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this prod&too*materiel••;• fails to meet the requirements of the applicable building code. '..' • ..0040 .. .. 0000.. This product is approved as described herein,and has been designed to comply with the k9gisVelocity Hurricane ;• Zone of the Florida0000 • DESCRIPTION: 0.029" min. Galvanized Steel Storm Panels h ""� "•' • 0000.. 0040.' APPROVAL DOCUMENT:Drawing No.AD 12-32,titled 1122 ga.Galvanized Steel$tpltnY*anel-L'ifft"sheets-0.: • 1 through 4 of 4,prepared by MCY Engineering,Inc.,last revision#1 dated May 27,20L%aigned and sealed by •. Yiping Wang,P.E.,on June 02,2015,bearing the Miami-Dade County Product Control Ikev&;n stand M4 the Notice of Acceptance number and the expiration date by the Miami-Dade County Produgt Cqftol Section.0 :....: .. MISSILE IMPACT RATING: Large and Small Missile Impact Reslstan •0 00 0 0• LABELING: Each panel shall bear a permanent label with the manufacturers name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1210.01 and consists of this page 1,evidence submitted pages E-1,E-2,and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. �W i1 NOA No.15-0615.06 IAMF.li�]'ED] �pExpiration Date: 01123/2018 Approval Date: 07/23!2015 07 1232 o/g Florida Storm Panels.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#02-1120.02 A. DRAWINGS 1. Drawing No. 02-868-111, titled " 22 ga Galvanized Steel Storm Panels " sheets 1 through 4 of 4,prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation,Report No. 02-041, dated November 18, 2002, signed and sealed by Yamil G. Kuri,P.E. 2. Test report on fastener by Construction Testing Corporation,Report No. 02-007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.F. 3. Test report on Wood Bushings by Construction Testing Corporation Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through•T�6 of 26, dated November 18, 2002,prepared by Frank L. Benno*, 84, sig;4-4Zd *00*:* sealed by w ••Frank L. Bennardo, P.E. . . • .... .. .. ...... 2. Anchor Calculations, 9 pages, dated November 18, 2002, pre,Varfq.by Frani L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. •... • D. MATERIAL CERTIFICATIONS • ...... . . ..... 1. Mill Certified Inspection Report ..'••• ••• •••••• 2. Certified Tensile Test Report issued by Certfed Testing Laboratoy,•Rgort Numder •• 1098H, dated October 29, 2002, signed and sealed by Ramesh Pahl,P. ••• •, . . ...... 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0817.03 •••• • A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS. . 1. None. ir ',I(,% my A.Makar,P.E.,M.S. Product Control OA o.15-0615.06 Expiration Date: 01/2312018 IApproval Date: 07/23/2015 E-1 Florida Storm Panels,Inc. NOVICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#124410.01 A. DRAWINGS I. Drawing No.AD12-32, titled "22 ga. Galvanized Steel Storm Panel-LMH ', sheets 1 through 4 of 4,prepared by MCY Engineering, Inc., dated April 02, 2012, signed and sealed by Yiping Wang P.E., on April 06, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami-Dade County Department of Permitting Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS •sees#0 0 e• •.•... 1. . . • None. 09 • • • ..sees ee se sees.. sees.. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#10*0,14.01 • A. DRAWINGS • sees sees ..�..• 1. None. •••••• ••••• s . sees.. sees.. sees sees.. • •s B. TESTS • sees.. 1. None. • . . sees.. .. sees C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. HWny A.Makar,P.E.,M.S. ery sor NOA No.15-0615.06 Expiration Date: 01=018 E-2 A roval Date: 07 • Florida Storm Panels Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS , 1. Drawing No.AD 12-32,titled"22 ga.Galvanized Steel Storm Panel-LMI",sheets I through 4 of 4,prepared by MCY Engineering,Inc.,last revision#1 dated May 27, 2015,signed and seated by Yiping Wang,P.E.,on June 02,2015. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Maml-Dade County Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS I. None. sees . • 00••60 06 00 ...... •••6.6 6.6• • .... .. .. ..... • • 0000•• • • • • • 6••66• •6.6•• • • • •6666• 0000 6 • ee Hel Makar,P.E.,M.S. Product Control Unit Supervisor Expiration Date: 01/23/2018 Approval Date: 07/23/2015 E-3 MM 8 ,375' ;bear 1378' PPRA000 OPTIONAL) 2 2.�„ 3.377 MAX0.371Y WIDTH� twROU. 0.188' .187' TOPS ' 13,r 131r ,312' .. (� (. ASRzou1 TYPbECTOR oPr1DNa1 STt7pt ,. 178• 1. , e GAP1' `^ ' b �3 fi. SS mX SWlT E aR d a a C� SAW1.761• &Ow �19 J 12800 PANELCOVERAOE TYP 14.438'PANR3lENGTH -I I.ISTy M PANEL 6 FnnNv�p gggg U4,100 ' .006" 4.000`4.000`a g S.8TOD o RICROE(ka�18<aALK �i �7 _� 0.1ffi'T7P. BTEEL,GW1flE Mn W` ;� ,T1�MatL o a t.Gm• �� Mounr � Z� IL'd: 36 wowa•tm4 (COM%ITTPE z H /_o'�STUDDEDANALE e 8 J•P �WASF�REDWINONUT CHER t2 A9REO01 /1TYPK%ALM0UNTEt.EMON MAYSEAT ]•ZQJ l./ '"'mBNo� 11 V.8IEEORAOF80018E18 f.RO'OBEP7YPICAL V KT8 7aP8 Z Q OtdY 1.879' ANCHORSQt/FM) 1NaD GENERAL NOTES: OAT i 3 7 OAS" oDaT tr wTYPE P"A P"ELa 7�j t, AS REOOI mav-P .] 1.TNI88lOXE V==P Y8CEYIKBBE@1L MDTESTEOASALARtiE 0 . S+ p �p° M68RFRLDIHMTHE 2DIOBLAR _ ¢q W88i. a4+ TA92�UWNWU6a� ami am MW a a OAT O.Ow q MOFORCYCLICVANOL0AOIN0. I BDT'Tor4 5 0.097 8317 AZULTMATE OEM LCADOBTAOlEDFl�M ASCE7-1a W0.TIPLYBY0.8 .vocum EL6887HtwoREWAtT0mrot.0E81GNLomwTW6 /1nBDT=NP'TRACK !.'o TCP � K DOC L SEL. a SONOF INGEA�wALLQWGTABLEE88 NA88EEI USEOwIHE � O tt0CAT10N DE&t970P 7FEANCt107T8PA0IN0TaBLEe (j 4.P0SUNEAID NBOATNE DEsm PiEs&EEBT0BE usEDWm1 1 ENSTING 0RAW08 M$MLREDE7ER1NWRT0T1 MONAJGWWM FICBAWB IWPeIOW a (C@817YPE ZQ INAC EWORTNEoOVE MMCODEVMMASMT-tDt8u8ED U4.20 SA SIDEWALK affil �R� � t+• FtuaoTO CALCLILA78 PRESSURES m�aua�VATHTHIS r4aoaxl T1EtMEDFa ` PAIEt BROW 0RMACHIESR.788 'PY WAWIp 24'=DIRECTIONAUTYNUI' y,. 1 aeTOfYL DETAO.ED PR0VmEBDbRL1A71OA1F0tA8PE0FC8DEIF8ITECOAOD7WMT 1DD0' 1 L.A. OEVIATEFROM THECONDIT*&OETAaEDHERSKAUCENSED (C08ITYPE OPTIONALWOSUMNSOLTBWITH ENGINEER 0R RE06iE(EDANLTBTECTBMUL PEPAfE8rtE 8PECM 180IL QALVATIM EW.AP A8 WASHEREDWDIGNUTS FASIIND n 5: DOCUMOMTOBEUSMINCOV.NRICT0NW0H"DOCUMEW. TE VENTPLAXE C C �0tlR8AP8�N0>BPMI L 8.PEFWHMA R BNAU%SFWYTLEAOEWACY0FTlM"Ww0 P18RAPPROPRIATE 6PANTA•.E) _ 6057•TBAUMIANBLE FRAONO 7.ST0RSI PAELS SHALL 8E720ASTEELHLALVANOWTH 4O.W8' O OWAL UMNTCL0OMDETAS. B Nia �Z N•U T0ASTMAN3.8U=rJRM.WAUIY.GVMOMW GVENLMWAU 13EYONDWw1H1WDISTANCE Q GALV.ODATMWMAMKPp=KBLALLMMMM&ftLOE GREATER TWA OR EQUAL TO 1.4 TMF8 > MOVISALIAIDOIMAtL0Y. EILLO.CUTDISTANCE MD1 FBC SECT241S 6. EtO8T0,G AURLAKKE©OR JFANCCABURE S.PANSUISHALBE PERMANENTLY LMBBFD WTHAMINTMYOF ONE 026V CONCRETISHOLLOA ND BLPE=G E@pESDYEATYAaB8R ®MARIONO PER PANEL AS FOLLOWS:- MAX LOKCH FRAMING GVEFLAP 0.25VWMDLST0RMPA18w •• • • • •• MAX • D MA CWwTYPRODOONIRDAPPROM •MDbLMLE (dV7 O�J (�S0RJ�AMiq�'• • • N A87ElgR($WOAFORDESNBC 1 `%%l if it 11 l{T. N ILSMMPANpSIfAVEOMOEMMMANDTMMYOnEMA)nUJM �®t*6ET�� • •• • LDADSLE86TLW40REMALT0 �t-q`{,IA 7 � BPANBA1gL0ADS SHOMORTiESE DRAWINGS.REFERENCEGER��W • • • e7PN LBEEANCIORSCIMDUIEFOR 0087010 .••••. .9 O@BfRIILTI01i TEBTw0 C01iFYktATWSTtCTCT.�WAW.FLTEsf •• ••• •• • •!mp• AWAOCEPTAMEANCHOMFORDESEW Msf a0m-m LOAM GREATER THAN F@P'ORT710.W-041. EXISTING FABIEA@R®15'0D.F0T 0E8KiN 87td1AE MLGIANfKECL08UtE SLOMORWQDD WA51B. E J8801m 10.TOPSBO770M DETAa$&WN14-IMAYBEO(fEAl1lAlKiEDA8 FILED CONCRETE HOLLOW LE887fewMtEmIgLT0 P�EONLYWOMAMCHURSQ10O.C. FRAMING - . CO DTIONS DOTAT8 PANES MAY BE M0UNTE0HOAaIIO147N.LYYD@pE BLOQ[ORWO D _ AVALr.AMMOlCFPT'F0RMOt1NTINSCONDIIION81MLUDING'ITORV FRAYONG •Afy Ca�MBLEAK2P•FF•OROEEI••ON • •b �,�,i.s�1 n Imo. • C�IEA7BRTHM4• • 200' • • YvHdtpg no go ANGLE It.ALL S0LT88WAW@ASSHALL 88ANCC0ATEO.LYO.WN1®CR • WITH L0• • -} B7A0.a1�88TEMVMHAMB.UMTORMEOnMDaMOFSBK•. • '� • • • NTa • • • /8 •.. Flo JUNIOISZO15 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EMST DOOKORMHOLLOW Ro �A MUM ALLOWABLE MR MUM SEPARA OCKM AE73FORMw1 c2commm IM Im ONTYPEOPSYMCMAN SPAOINQ LWV•w � g FRO S8 E R@RRB®TONVIDS RMMAX W@OPEMVO SPACOO GOHEMAE73FOR \ 3 W a em MALBIMfJN6 No Deas ATMEda➢ea PmOe OAoI ) 'mu. 1 RLAA1�) I LMwm RAAa9'3P) lame eb3P a 1C T 10'-7" 8w• 278• 122" tV4 104• 30 t74• 278 1.84' x ML S 3 3$ 1O-0° 10'-0' 10'-8• 3W 3w d uTFxaawPOR 9V V-g• 9-• 8'•P 278 im et8Ir�UP ASSROWN EMOOMOVIONTM GLASS 40 $$ 9'4^ 8'4° 278 210' g ° ALL ERENCHMOSEPAROMY 48 9-C 9'4• low• 930• Ur ' �1 E{ 49 8-1t• 8'-3• e4r 278" 1.28' a>aetwa god *]GCH:MWfiUFORVWAX m 77wRwe1R � -1P 4T 40 Bb• 278 248 6.8 B 11" 3A8 9.08g S1PfC4• 2.78 .32°E tRA I eo B-T B-P 48 8'$' 278' 24T 2 W 65 1'4• 8'-7 W-C 2.92• a.9r tiR¢ 76 RFnDeRr•ARiRRaRI OPFIM(ALMMOOLT72 T•C T$ W 0, 278 279• 2 F 79 r 2" r-r 00 av 278 1.49• a u 80 I 8'4• Bw• &-I' 278' 2" BYII ,a 90 •-0• 64• � 8w• 278 131' QS 1 8d' 8.4• T4• 2J8 221• w 1/ 4-t0' 4-10 gg�� 1 44• M4• a 3 4 4 t• 4 1" iR•40Y3R'88. W-40it�•a8. INCF•1a 8CPB8 OE•ieRO waaLOWamcae PO ANCHOR rawly oR O WAmalr•I�clo. AN SCHEDULE NOTES: TABLE T2 NOTES: ROODFMRSNS SPACINGEOPWIRInx. eEsac anon CIICOMMEMMRTYPE 8PA918pt&ORM1EWRRRWA7NE�l1 a0� ¢ (BBSAl7d10A avACORD IEEE REFERENDEANCIM GEOMMUMMAIMALIONNIESTORM tcAGTOOEnwmmmUwmALL0wmm 8tlW0R878 a 6Gltm1A.E79PCHMUIR PARS. SCI®lOSISAOCEPRASl2FOROSE PANELBEPNNTMRFRONMASSOR De SIWEDORTYPE BASSOON BINCOI3VATH PROUCIED SCHEOULEW aPeIMICItam7 OFSTMICfII MIGAMS LOADS.. IOWOREMRLm 7DMPOIRYRLOADSOO.Y. (i1BU1LD-OUT MOUNT 3ECTION WALL MOUNT SECTION swr FFAILL nRR�I • AC�IAOS. II SC�NSATOIOWWRIORO INUERPOLAT ASI.S. RBXI'HSD®RRAA6 V 7g m.T.S. PR OWINGOWINGWMLLFMALLPDMII INNOISCOMM MHOUAW SMSTINSCOMOREMNOLLOW �O'OGGNL mSETODOFTOUTROSS Z ANOI� i�IOAWTIM (8S8Ni0E0R6�1R8 AMMICRSCMMMAX LfA 8M168 FAd17MEta 4 �" AN @®W S8 SASEDORrrPEOFSntmmodA ON7riEOF (Y6'OC.MNQ 0. 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112 87- 7.7- 6r 1k T08CRTBl OB 128180 9.7 e7- 6'�'11.r • 8.27-far ar sr V*20SCEW • IV, tar 68• ltr 7164OSt2iEtV •60 9r e, 60 47-Twppb)a291.W n 126'148 8x 60' a2810r fl.Es'10 Y'3r Or Twppb)'2T1•S0 as a7- tOr loxTveko)a 232.80 130 BZB'lox 3x 87- am•ler 6A01a7 a.6'a7- Vcw" aaa00 n 69' 14A• tag• ate)>29t� BB Tr 8.6' 87- 97- a A Ywn 74, 6A' 87- 3.r ANCHOR NOTES: 1.SPANS AM LOADS SHOWN HERE ARE FOR DETEFGMMGANCHOR SPACING ONLY.ALLOWABLE STORM PMEL ••1 t t ••• t t ••• SPANS F40tSPOMM LOADS MUST BE Lamm TO THOSE SHOWN IN MAX ALLOWABLE SPAN SMMXAE(TA•LET11. a •• • • • • • L`L{����7-1 f)rt' 2 ENTER ANCHOR SCHEDULE BASED ON THE EXMMG STRUCTURE MATBM&ANCHOR TYPE.SELECTDE8NNM••a LA� T•ACE 44)FO FRAA9NQ FASTENER SHALLBELOCATEDOICENTMOF �.� yG•W/•�(� G(EATERTHAN OR EQUAL TO NEGATIVE DESIGN LOAD ON MBRTERAND SELECT SPANGREATERTHN6 OR EOW TO • 72'4• EDGE DISTANCE IS ACCEPTABLE FOtwODOFM6m9G}LVOOD sr6�aHALI.9E 3.SELISHUTTER SPAN. •• ••e OR DENSITY.LAI SCREWSHALL HAVE PHILIPS PAN HEAD OR HEX HEAD. : �:'• EN3g 68ELECT CONNECTION TYPE SAM ONAPPROPIOATE MOUNTBataCONDITWIa(SEEMWINTING�TA9$ON SIZE. 7-DESIGNATED REMOTABLEANCHORS,MOM ARE REOIBRED FOR DIRECT LICAM INSTA1LAT10N8. • ea&• w-o¢-m 9 FORMENTH•TCATBO4OrCONWXCONTYPE] 8.MACHINE�tEMSHA L HAVE MINIMUM OF IM ENWA MP141'OFTHREADS IN BASE ANC IORAND MAY HAVE .�. 'yfi'm NAN E. '• n xo,xo 0.ANCHORSS ALLBEMSTALLED INAt%ONDANCEYATHMAPOIFACRA WftECO&DAEN MONS. MTHERA PAN HEAD.TRUSS HEAD.OR WAFER HEAD MEWALK BOLT). •• PL L�' �N WHmm�an BER£EXWMOSTRUCIUR91S FRNMBMEXBTM00NDMMVAYVARY.FIELOVERIFYTWtt a ATID�pGEfB$T EXCLUDES STUCCO WLOTHERW/8L FR98F�.9, m :`T' K� m FASTENERS ARE INTOADEIRIATEWOOD FRAYMO M6HBER3 NOT PLYWOM FASTENINGTO PLYWOOD* too to • ANdiO�tbG�IE TI E�60CH ARE tiOTACCEPTABLE Fri UBE ` ACCEPTABLE ONLY FOR SIDE CLOGURE FECES. •ei i • i •• • •• i i '� �` • •e •• • • • • �0 ` o.ao? `AD12-32 or 0:6 JUN 0 2 2015 • • • • • • • • • • • •• •• • • • •• •• Florida Building Code Online Page I of 2 '; t�"s 3a`'a. { ��'.i`J �.Trr':�?'i.t''.'.wr�...a�•� :���� ��� �� 7 ti 4r�,4s, �,� Bas Moms Lag In user Registration HaTopic; SubmAt Sumbage Stats&Pads Publkab= FKStaff SCIS SU Map Unto Search Busines �. ApprovalProduct Professional USER:Publk User 1-5-5-01 r Product Approval Menu>AppBsa DAB 5D-R10 ,a -y�. cL ���_x-.. R# Application Type Revision Code Version Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,R 33407 (561)209-8263 bfeeley@eastemmetai.com Authorized Signature Bill Feeley Irodrigm@leastemmetal.corn Technical Representative •••• • • Address/Phone/Emall • • 0000 0000•• •• • • • • Quality Assurance Representative *00:00 •• •• ***000 Address/Phone/Email •••0•• • • • 0000•• 0000 • • • • Category Shutters 0000 9 9 •• 0000.0 Subcategory Accordion 0••0.9 0 0 a*:** • • • •0090• •• •• • 0000•• • Compliance Method Evaluation Report from a Florida Registered/mor a Ucens" 9 Florida Professional Engineer 0 • 0 • V. Evaluation Report-Hardcopy Received • 0.0.0• •••••• Florida Engineer or Architect Name who developed Walter A.T110t,Jr.,P.E. •• • 0•• 0 0 • • the Evaluation Report •a • Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Conti Expiration Date 12/31/2017 Validated By John W.Knezevich,PE J• Validation Cheeldlst-Hardcopy Received Certificate of Independence FLIS50 R10 COI HV Accordion CI HVHZ.odf Referenced Standard and Year(of Standard) Standard Yt TAS 201,202,203 1994 Equivalence of Product Standards Certified By sections from the Code Product Approval Method Method 1 Option D lstt„c•/haninvflrwirlahrrildinamora/nr/nr Ann dtl.asnx?Damm=wGEVXOwtDgs9%2f/o2ftCOh... 9/4/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FOC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 1850.1 Bertha HV Accordion-Blade 3 Extruded aluminum blades folded together thnt knuckles and (HVHZ)Drawing*15-081 retained by tracks to provide hurricane protection. Umlts of flee Installation Instructions Approved for use in HVHZ:Yes FL1850 R10 Ii A.S.S.A.INC. drawing DRWG.15-081.rA Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Rep" Other.Large Missile Level"D'.Max span Is 12'-7"for 35 FL3850 R10 AE A.S.S.A.INC._P.E.R_DRWG.15-081.odf psf positive ASD load and 13'-0'for 35 psf negative ASD Created by Independent Third Party:Yes load for one specific condition shown in span tables.See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded alundnum Interlocking blades retained by tracks (Combo)-HVHZ-Drew(ngS15-079 (tDp and bottom)for storm protection Umits of Use Installation Instructions Approved for use In HVHZ:Yes FL1850 R10 II A.S.S.A.INC. ORWG.15-079,Odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D'.Max.span Is 13'-2"for 30 FL1850 R10 AE A.S.S.A.INC. P.E.R. DRWG.15-079.0df psf positive ASD load w/o window blade,16'-0"for 30 psf Created by Independent Third Party:Yes negative ASD bad for HVi blade w/o window blade for conditions indicated on schedule*1,sheet 12.And 15'-5' for 30 psf positive ASD bad w/o window blade and 18'-0 for 30 psf negative ASD bad for HV2 blade w/o window blade. •••••• See sheets number 12,25,28 and 28A of installation • • see* 0••••• drawings for ether spans and res. • • • 0 • 1850.3 Bertha HV Accordion Shuler- Extruded alundnum interlocking b 8&:MIned by tfdtks•• *000:0 Blade 1 Only(HVHZ)-Drwg*15- :Elation nd bottom)for storm proteoWn••• • • • 080 0000•• • • • • • • • Umits of Use Instructions •••• •• •• ••••• Approved for use In HVHZ.-Yes 0 W 0 Ddf • •• 0 Approved for use outside HVHZ:Yes Verified By:American Test Lab o ••da In:.,•••• Impact Resistant:Yes Created by Independent Third Party:'40 • 000000 Design Pressure:N/A Evaluation Reports • Other:Large missile level"D".Max.span Is 16'-0'and FLIS50 R10 AE,A.S.S.A.INC. 99 A IMG.15-080A •0 14'-9'for 30 psf ASD negative load depending on Created by Independent Third Patty:Yes• • ••0 0•• • centermates and locking rod configuration for the HV!blade, • • s••••• 8'-0'for+64,-72 psf bad for HV blade for Keystone 0 0 0 i 0 0 0 0 i mountings 7'-0'far+75,-75 list fix'metals stud mountings and 8'-0'for 110 psf.for HVI and HV1A working in unison. 0••• See sheets 7,11,20 and 19 respectively of Installation drawings for ether spans and pressures. Back Carded ::1940 Nwtb Mnnm%Street.Talehmm FL 37399 Phm *.BSD-467-1824 rhe state of Florida is an MVEeD employer.Convrioht 2007-2013 slate of Elardaa.:: Under Florida law,small addresses are public records.If you do not want your e-mail address rased In response io a public-records request,do not send electronic mall to this entity.Instead,contact the of los by phone or by traditional real.If you lana any questions,please cohtad 850.487.1395.*Pursuant to Sedlon 45S.275(1),Florida StatuWs,dfecd October 1,2012,licensees Deerhsed under Chapter 455,P.S.must provide the Department with an emall address 9 they have one.The ema9s provided maybe used for official communication with the Ikeuma.hoover emall addresses are pubilc reoord.If you do not whd+to supply a personal address,please provba the Deprronent with an emall address which can be made avallable to the public.To determine If you are a Ids under Chapter 455,F.S.,pleasedldtt,(MM. PreductAppoval Acceple NEWEEE � r httns-/iwww.floridabuildina.oralpr/pr aw dtl.asDx?param=wGEVXQwtDgs9%2f/o2ftCOh... 9/4/2015 /T id ECO T1iLl f TE11ITING all ENGINEERING C01141311IMF WALTER A.1=.Jit.,P.E. 61WCO&OLOM PI.PE.1.00=No.44167 M E.H.Lae No.W N719 PRODUCT E_VALUAT[ON REPORT REPORT NO.: 15-0415.02 DATE: April 15,2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V.Accordion Shutter System HV Blade 1 W/or WIO HV Window Blade SUBMITTED BY: American Shutter Systems.Association, Inc. 0000 (ASSA) ' •... 0000.. 4268 Westroads Drive •• .' West Palm Bead, Florida33407 •••••• '••'•: 0000:. .00.00 1. PURPOSE OF EVALUATION: •••• ;••••� 0000 0000 0000. This its a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E.Wy4tpm I R# � •*0••• 1906)as a Revision to FL 1850.1 to the American Shutter Systems AssvL`IatTon, 14W••• 0000.. (A.S.S.A.), based on Rule Chapter No. 61020-3, Method ID ot.tlo o Florida . •• Department of Business and Professional Regulation. 0000.. 0000.. This product is being Issued an Evaluation Report as described herein,amJ Inas burr;•• •••: verified for compliance In accordance with the 2014 fifth edition of the Florida Building • Code,and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 154)80.titled'BERTHA H.V.ACCORDION SHUTTER SYSTEM",HV Blade #1 W1 or W/O HV Window Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.; signed and sealed by Walter A.T1111t, Jr., P.E.; dated 41J�}fah !V!1r wing is an integral part of this Evaluation Report. `01 O i O '� If l soalL a 6355 NX 36th Street,Satre 305,Miami,Florida 33166-Phone;(361 N max: (305)871-1531 rMUCT RVALUATION REPORT NO.1S-fl415.03 2 2.2.TEST REPORTS: For HV B[a dle 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01-03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12120/05, signed and sealed by Henry Hlattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report# 0317.02-06, dated 05/23106 Signed and Sealed by William Mehner P.E.also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. I ICM-223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report# 11 CM-233, dated 0304/2011 signed and sealed by Frank E.Grate Jr. P.E.as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02111/2011, signed and seblecI v Herny•• •••••• Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealdd b)'JulioX. . •, Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 59MAker Of Keystone mountings. .... ;•••• .... .. •• •.••• For HV Window Blade 1A •••••• 0.000' .. •• . •0000• Large missile impact and cyclic loading under ASTM E-1886 and E 1996:es yr section• •0 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordafice with ASIM.;• •••••• E-330 per Section 1710.5.3 Test reports prepared by American Testing Laff.of South :00-0: Florida, report#0505.01-08 signed and sealed by William R. Mehner, PJV, Ad He*9:0. • Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire bumlAd characteristics, per sections 2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratories report# ETC -07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LabomDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM 6-155 and ASTM D-638, per section 2614 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14107, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report#8GM-693, dated July 21, 2008 signed and sealed by Frank E. Grate P.E. as per ASTM E 8. Qualification for Sable Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sable, dated 7/17/08, addressed to Eastern Metal Supply Inc. to approved#9034 sheet grade with Miami Dade County Approval addressing the buming �g09lNI0a�r�i characteristics,weathering and structural(mechanical)propertipp t ' O • SFr..---�-��• ..+` PRODUCT EVALUATJ[ON REPORT NO.15-0415.07, 3 2.3.STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind aximum anchor cing vs. design wind load and shutter span based load, as well as m � on rational and comparative analysis,and in accordance,with section 1616 of the Florida Building Code. Calculations prepared by Tniteco, Inc.,July 31,2006,May 23, 2008, July 1, 2011, October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A.Tilsit,Jr.,P.E. 3. MISSILE IMPACT RESISTANCE: r ASTM ' n 1609.1.2 of The Florida Building Code, as per Large missile impact under section E 1886 and ASTM E 1996, as well as Protocol TAS,201 for Blade 1 oral HV blade 1 01 ( d per ASTM E 1886 quarttied thru HV3 Slade,Weaker Blade For Keystone MountingW p and E 1996(for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as Indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing No. 15-080 at detail °M" on Sheet 7 (far Keystone Mounting "M"), 20 (fox metals studs) and 12,13,14,15 of 20 of Product Evaluation Document(P.E.D.),Drawing No. 15-080. Maximum shutter Span and anchor . •• spacing for Window Blade 1 A shall be as indicated on sheet 19 of drawing No.15-080.1,.... •.••.. 5. INSTALLATION: •••••• •••••: ••••:• For HV Blade 1 Shall be performed strictly in accordance with•t6e.details . • indicated on sheet's 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 2.0-Fprodilet . • Evaluation Document (P.E.D.), drawing No. 15-080. Minimum !? tion to •• —:99, glass shall be as indicated on sheets 11 of 20 of Product EvaluatVI;Mcumglat.:. *0*9 0 P.E.D.), drawing No.15-080. Requirements for use of locks and/or A'ng rods• .• ( f 20 and note 10 on sheet 1 of 20 b!'Product ....:. Notes 50 shall be as indicated on Note ...... • Evaluation Document(P.E.D.),drawing No.15-080. . . ...•.. • e • The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly tM • accordance with limitations included on sheet 19 of drawing No. 15-080. Minimum separation to glass shall be as indicated on sheet 19 of drawing No. 15-080 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document(P.E.D.), drawing No. 15.080. Anchor specifications for HV Blade 1 shall be as Indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document(P.E.DO#MWV No. 15-080 ,14 L R a • ► t � 4 ••i+ SS�V14�y t1+« PRODUCT'EVALUATION REPORT NO 15-041502 4 7. .IMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13 Indicated on sheet 1 of 20, of Product Evaluation Document(P.E.D.), drawing No. 15-080 prepared by Tilteco, Inc. and signed and sealed by Walter A_ Tilsit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade HV1 USED in unison with blade "VIA shall be as per sheet 19 of 20 of drawing No. 15-080. Product Evaluation Report prepared by Walter A. Tilik Jr., P.E. (Florida .••••- License No.44167), President of TUteco, Inc.tnc. (Florida B-0006719 . 0 ) ••• •••• •••••• •09.06 Goo** ...... ,'f�e�9/dliNsyoe•�••6.6• •• • i • • �������+. •x,666• •• •• ••9•• � •;' ••+�• • •66•:6 •69.6• rVE •311 FLORV • • • •• • .!0!r . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . 0% GENERALMM: M: �• �• i i i•. 1. to HOF THERO�f�A 9�IOItER SY YAY @6R11E9 A j YEI:aR11 20110% O M AGOOMANCE ffRl THE 201. £DtI�N) DESIGN vM LOADS Mitt. '.fat A B49C W0Q SPEED RE QUOM BY THE AIRISMOON WHERE SIKMER WILL CQNTE:NTS BE 993VM D WITH A amow6NDY FAL10R KMO$B.US=ASCE 7.-10 AAD SMALL HOT WED)Tw MAIRMUM cksw M'RE WINDS NZWED ON SHEETS 71 YHRU/S.76&20. .. . • • .. 000 .• ddtKA 1: w NAM & w IN a20ER 10 VERVY THE ARMS a HBTDO.ULMM LIMN vmm I&=DOOM=PER ASCE 7-10 S AU or FIRSTTO 00194" • • BY ERR.7PLYM DIEM BY O.8 IN ODER To COAPARE THESE W/MAX.0=)vism WrES4w MN70MOS OIO647Eo OR w."- ft s=�Y :•• :• •• tel.A= SHEEP 1 84 ORDER TO VFARY ANT AAS off THes PED.,AS 7E$1ED SIE tAi OYl0i8 A 33 R N••�rovmn� Lwup�OS}jOE 01 iHERi AIe4L-BEPInN SSYSTEM COMPONENTS YS1E11 COMPDl�E1f9 21-3SMELT 2 H.V.AHS 9RRihR SYSTEM'S A10:OIPLY POR WO)AHD lAROE YEiS82 BWACI'LOAD HAS Bt'EM 1l8R9'IED M ACI 1828 'M1� AS PER ALL 2t-� SET S 7YPTCAL SHUTTER ASSEMBLY 38-44 SMELT 4 QTS: -MN a J14.O1-03./071&01-03.PiW4.01�-03. 121a�D1•••OSt i7.02 .f B.01-io AND 10210.01-11As PER p6 AWjk Z M/ ARF.( IIID NV Wt�MW BAM (� &1122D.01-10 AS PER TAS 201.Dffi 202&TAS 203 HSE (WH6T2E APPucAE�LE1 -- -W WINDOW BLAS 1WMM-OS AS IAS 201.202&263 PROIDED S AND 072501-•OB AS PER TAS 202 PROTOCOL_ ' TYPN7L1.SNORER Bt11[IHON&ATOLLS ON LOCKS 9REET'B 2.HV SAGE Q ALS HY WINDOW BLADE 9 ARE ENCS TO WORT(IN UNISON 16TH LACI ODER tMER THE WOUL WfiAROIS MID COMMONS S OF USE INIMU7ED ON SHEET 19 7 9p"A110N omms A-F,coww4ftbw SWEEP B INSTALLATION DETAILS B-M,CD M2$TE/MJ*X SHEET 7 3.BERTHA H.V.ACCORDION P06(MV scREwS).USED AT SAEB KNIOU AND FOR DIKED MOM MNNIC"70 TR=05 SCOL BE 1.14X2.73 AVSD$14X7.75 RESPECTNELY.410-HT A"AIW t p1'E DETAILS HV SEET B SERMS STADnS4 SIM SCREWS WITH t3W kd YIELD MPRH AND 180 ImI'FFDI�E SFIfflI9DL PRLS SILO.BE GQA=RUN BERTHA HV q 7.D C04TORP MSM AS WHUFAMHED BY OENIERMAZ AUERW7N9 CTARS HV 9HP8T 9 APPROVED COATRD APPLICIMI .HEMBIRM MIN AMERICAN 9NITER SY&TENS A540GAii0P1.PDS MUST BRAS THE MW 1OWOD IUM THEIR HEAD. a.ALL ALLAyMW OUR==SNML S AUDAMW ASSOCIATION ALLOY AND TOPER AS RIDID4IED ON SHEETS 2 AND 3.NOM M YIELD STRENGTH FOR ROBS-TT ALLOY IS 31.7 Imi AND 33.7 Imi FAO COMINEMIGN OEIIARS 1-9. BLOCK SHEFJ 10 FOR 6009-75 ALLOY. NAL(BBA1 SM TABLES SHEET 11 S.ALL Mt=10 E STANM SIM 304 OR 315 Al%S0D8 OR CORROSION RNSIAHr DOMED CARBRM WM AS PF7t LDt 5W'S WITH no IW UK YIELD BMW Atm 90 SW LIN.TEMBLE MOM 6GEWI8-OOMOWE BMW 12 STALROM AMD SML OMMY W/"FAVA WADING COW SECTION 201.3.3.4. ANCHOR SG'NEDIRE-CONCRETE S EMT 13 6.BOLTS 70 BE ASIM A-307 GAIMIRPED STEEL.DR AM 304 at 318 SP.iES SAWRLSS SIM WDM 33 kW MOORIM MP MD OX ANCHOR SMIMM-HSE SHIM 14 CONCRETE BLOCk SHEET 14A 7.SHL DIE PDILDBAAO SlfsB NVR Ate' :HV MAGE L 12.13.14.14A.16 2D &® BDtR6AD DN UDEOAk t2. 13&is INSTALLATION DETAILS M-R,WOW S EEf 16 96TALEAnom DERAILS S-I`(FOOD SEEN17 a THOS SERUM H.Y.AHMCMONN SWIT+ER SYPREM WARS A LLS.PATENT 0617LSM aD6aN08S MARS APPAL AS 000031,IN WHOLE OR M PMT lM US.PATENT 1&'458.179 ISSUED TO END CM NECROH DTA99 7-12&X,WOOD SWEET 16 EASTERN META SUPPLY.OC. S.IT SMALL BE THE RISPONSOM er THE OONMRACIOR TO VBRFY,HIE SXR OF THE SHHWDMXiE VAX MMER S 70 S ATFAMW TD R19W PROPERANCHURAW.COMRAI."TO SFAL/CASLK All SIWnEM COMPONENT OW W fM REMAX UN FASTERIND IN 0=91.00i CONWCT•WTH THE SMIX•70 PRoa f VINO/RAM RMISION. AWA '{• FA/a= A.,�,- ON Y 1Q FACII 198E MUST SJRt Pl2tlWWAtI IASL.W A Yf5>$9.E PLACE 1RBH Y NOTE:FLUIDIC l9EDRCM1NE TPA 3 HOE ORRER.MWff OR OTtIERB.MUST PROPERLY a=ALL FPA ALD ID AMD BmA<tE OR LOC(ALL H✓AED NO LOCS. TYPKAL SHUTTER B.EI9010N SHEEP 99 11.SH"TER IWBJPACIIBWeS OOH.SELL HE LDCNEO ON A WIDAY YISS B LOO11MON AT ACCO DION SHRIFA M AO ACE WITH SECTION 17109.3 OF FLORIDA BU D04 CODE.ONE LABS SHALL S KAC®FOR EVERY OPENING.LAMING TO CONIPLY WITH SELIDN 1770.12 OF tiff FLORM BULOM CODE__.___ �..-.___._._--.-- -- �.S 44 FNV NflidD(IMI RAM().1mILY JZ DENIM H.V.ACEO DION SHUTTER S1STLiM DNSIALLAIDN MULL COMPLY WITH&PETS DEMO M THIS DRAWING PM ANY AND ZONING RE6lRA7fOt7S PROVIDED BY THE JINN INSTALLATION .tEOLL STUD WALLS SHEET 20 YA* PFTOBI'S APPLIED TO. I&(a)TIES PFA.P10PA4tFD BY THE;EH2MSR B wam AND DOS ADT PROVX BNFORMALDN FOR A SITE SPIXIM PROM'.Le.MOM THE WE CIONDIIONS WiKU FROM THE PXA (5)a)MIRAZTOR TO BE RESPOMNSLE FOR THE 3ELDOIOM.PLO COE AND DISWLAIWR MMI D LIFE SAFETY OF THIS PRODIX7.BASED ON THIS PED-PW43ED WISE DOES NOT DEVIATE FROM THE CONDITIONS DEM ED UM THOS DANT.CONTUMIDM SAFETY AT VIE Hs THE CIRM TOIft .TTY. (a)THS PED.SOL.MB(c D 91NAUD F ALTERED BY ANY MEM 08 OM.Y�11�F �� �,�,p, OBiA66 t 8d 71�&RATE OF FLS J (d)BE BMW PROMM ISMI BE�OFTHEMW a La OF AAs MEGAT FNSWER MOM EM(WM OR ARCHUff WHICH WILL TO THE P.ED.ENGINEER M sd�BT)TO UI IAPTIER TTff1 SITE SPICK DRANVfGS FOR IUM. (a)OdRO9NL PED.MOLL BEAR TME WE AHD ORDHHN.SFA.AMD SI&tATURE OF THE PRWESSIONAL,ERlOEER OTT DOM THAT LSIEAARF.0 IT. Vekxg Hurricane Ian6 •N...•••••w.,, - ®2015 FASTPIDN METAL SLOVL.Y,W- ��'�* �J� •`•,� . BERTHA HYTM ),'0* IL EC O inn A■S■S■A■ AccordionSystems IHV.MADEW OR W KV.1NIAGM BIRDIE huflBT 5vdwn3 ONWE[ DRMRN 01? ILL TTLLJI TESTING&ENGNiEERINO COMPANY AeMio kdkw. UHC. H OLD 11-183 nRh (Nes R4/10/13 A..•'4. am Hst.38(0.Si.St.3XL VSRM 0AIW019."AM 3MG1 4286 Wwt Rauch OPive 2 PHmen:(30MVI-1330.RN!CMWI-1531 DRAWNND EVo a-ue8 ISaroOaaLmm West Poim BKW44 FL 35407 3 • 1e'-, s/( �t,�'" ED-000M9 Phone:(aDD)432-7204 .For(561)M-Mo 4 15-08e WALTER A.TOM J1.11Z PE.SELL/56;17A1{JRE/OATE SHEn s OF • . ••• • • . .•• .. .. . . • .. .. . • . • • • • • . • • • • ..• • . • . ..• • .•• ••• go • • • R• • • 1 HV SOLID BLADE 5 FIV ' 9 8d' STARTER COVERED Us P ® UNIVERSAL_ FLOATER ••• : • •• •• • ••• USE W/ 6UNDEIR q QUALIFtEO P�2 USE W/ HY BLADE 1Q • •�. • HY BUDECtJ .7"/ WINDQM/ 8008-T5 ALLAY AND TEMPER • • • • • ;-TB ALLAY AND TEMPER *SEE LSRrAilot S OF USE of BLADE®oN sL Ei *00 • •808�T8, 4011"o• tx• 8083-TB ALLOY AND T89TR o AAS' HV ADL 4w t QUNI FOR W HV Whhg—_oiu TRACK ®� ADJ_ FLOOR MADE 1 8 W. a� p QUAU • FOR W/W C IAV MOM TRACK MACK 8083-TB ALLOY AND TEMPER BLADE(t� QUALIFIED FOR LSE W1 tN OWMED FOR USE W/IiV 6063-Te ALLOY ASD TEMPER BLADE Cts�Y. 1� EtLADF(1� 6063-TB AlLo3"AND it7dPER QLWMED FOR USE WI HV 8083-T8 ALLOY AFID TEMPER BUTIE A(F1)4 t' MWH-8 t.936' 8063-T8 ALLOT TEMPER wr 3' i .063' .083• L i 7.666• 7 SAW IV . 11 HV CEfI LNG `{FADER ®11O C M10 HEADER/ALL t PDR LSE W/HY a wE(T)cNiY. R W R1t BLADE EI GREY wmin D FOR USE W/HY BLADE lQ 1 ( WALL HEADE j-SLL SEE SECTIONS FOR V SEE SECTIONS FOR VAJDITY. OUAL(FTED FO&USE W HV T8 ALLOY At,TEMPER 8083-TB ALLOY ANO TEMPER BLADE 1 OP1LY. 8083-TB ALLOY AN TEMPER COMPONEM A a n 72 L % Y It ,• Y © r tr MAIC 1/8• 1/e' r 2• 1 r r ® r Sr MAX 0.192' Ater TEMPER {1 SIDE ANGLES QUAUFiED FOR W/Hv AUMINUM ANG ® 2a' r M6x ato• a16w CORNER P MADEj _ IFFD FOR �w/HV QUAUFIm FOA USE W/L+v BADE ONLY, r 8'1$1x. a138' 0.731• 8063-IB ALLAY AND TEMPER @RghY 8utricarLe Lorre 6083-TB AND TE �L. ®2015 FASM METAL SUPPLY.RC. 111. c_76,N.. A■S■SsA■ Accordion Shutter System TLV.&4M W/CR W ITV MADE 1 � /Y z Amerlean Shu ter Slsteme FAV.W Lona+ as wpm 6r: M+. + S9ITE Tin TESTING* ENOMEERMO OCWANY • 's OF ASBOQIOtI011. Ine. , 076 n-193 /Lo/r L15-080 04/,0/15 t &m 10.a S&R.&,Eta 1eA VAG74 O✓d�.RDCOR 337 �� -r- PL,mro:08}677:t&TO:Fmt (3osIe71-t63t 4268 West ROD Dane a ING No Ov ��� ,aea1 Palm Bah.FL 33aot s S OIVAL�" Phorw(6W)+.s2-2204 .Fo,<(661 —9360 .WA M1 A 71µ7f A:P.E.MRW4 Lfa 844167 6 EET 8 . . ... • . . ... .. .. . . . % .. . . . . • • • ' ' ter— •••• ••• . • ••• Ca 41vMa)o 1 A , • • • • •go •• s•W ME • •i• • .31: RAW) ro +o -8Fvw Om a ms (Pam rune in o rOR USE W/HV MADE ,&®ONLY I�ilt+ FtOATIPK: C � : : i : •• : QUALIFIED R W/ �Ru� aR�� W HV 8083-76 ALLOY AP,TEE►MIPPEERR QU�ff1ED rOR USE W/W BLADE 1 8c ONLY•• . • SADE 1 do 6063-TG ALLOY AND TDV FOR USE W/HV BLADE 1 ONLY D0 t 4_. 6083-TS ALLOY AND TEMPER 4.Oa8' Scan LMVAFTQ,RMfl6'M. TORE RNrma y s s rtl 0 / /a'�-Zo Ri tmo 8144 aJM ( P-T7 ALLan LOW T I NM �,• L7Ee' ° ��yj1EV0O1,PWmppEM:WMI aR emw- PIAN FRW UWAYWR OAHy ALUMNAM LM LOCKER FOR 'T' LOCK CENTERMATE me�3Fie aLLOYW/ANO 7Ew 1 ONLY ® NV FfYAM °T" LAK CENTS MAA ® LOCK cC77 �W HI/ QUALIFIED FOR USE W/HV BLADE i1 MY QUALIFIED FOR USE W1 HV BLADE ONLY W�SLADE Q &ADE�1 ONLY. 8083-T8 ALLOY AND TEMPER" 8083-78 ALLOY AILD TEMPER 7 1181 I Aar • eta`• .ala•• ` � • � ` oe7s Mh 3 HD CENTERh4A W/ 1� O' o QUALIFlED FCM2 lf5✓:W/ BLADE , & 4UAL�IE3 FOR LOY AND 10!t 1 & ND CEMMMMAWS IN= T6 ALL SE W �iE1�ERE 1 A!>at 8063-T8 ALLOY AND TEMPER 8065-76 ALLOY AND TEMPER t/ i;� o tt MIND KV oeles� i 118 7.78',loa- ® Ut HD LOCK LiCINQ o /ae ° 7 BY RDEKT t LOCKS SMM 2343,TOOK MIT LOCK. OLWLiM FOR USE W/ E 0 w3f8°f-1B 1�TAL /4 0—ZO AIS QUALIFIED FOR USE W/HV BLODEUI &S 6083-18 ALLOY AND TEMPERnUMBSCREWS Q IALLATIINd WILL REQUIRE A 7/18' HOLE MAIJnM FOR USE W/ HV MADE(D BLA QUALIFIED FOR USE W/HV BLADE(V MAT I1t�CKS FCRt PROPER EMBEDUMEW enfth Valocity LinICOns ZOM 63 2018 emm MEM RIPPLY.w- ICUl BERTHA NY A.� A Accordion Shatter S 177E7COInc. ,�.S■S.A. Hv wa#1 W oft w/o my WR)w MAX Amerloan Shutter Systems 1 jb amour m I ams mini•n ML I f TILLIT 7EPING 81 ENGINEERING COIAPAMY AssodMon, Inc. 1 OLD,7-1e plflopa J%M- 04/,0/!8 MM RA 3Md SL A4.708.VMaMN QVMM RUM 3310 4268 Weer Roods Detre 2 taemi.,(3671677-16W Fm:(31.1871-,671 DRAWING No • «:yC•st' w«...•,.•`�►,.�� 16-1LAita Vied Pan Beach,FL 3M7 �PB- 10 Ph..( ) 2-2 , . Fog(88,)2 - 15-080 'tr. SHEEF PLOFM ILe.®44167 of 20 r.e:• 6 . . •.• • • . ..• •• •f • • . .• •. • • • ••• • • • • ••• • • • • • • • • •• -5HUTTER ASSEMBLY' SCHED LE OR • • • • • 1 I •• s s�6. • • • • • 12'uw. ce gs26' 41 TO BLAIX Is78 I M/BLADE 1 BUM - wpm la seas .os2s' ® HN-LONG;RECESSED NYLDN BUSHING • i • ,� • • f ® I1V NM.QN HATHAT WASHER BUSHDIO n � �� ••• i • i i i•• • m + ��// 3�6• ® OR Si es 4� HV ME&CA AN 3D2-303 SERIES 0.876.0/16-THM NYLON WHEEL. " 2 OAK 0.186-•A151 302 9ER�S S.S. RIVETS Ira HEA � osis' 75or ® 3 6 3/4' 11V 1 3/4'ACCORDION PIN W/ HEAD o EXTMRA. as yym. HIV 2 3 4 ACCORDION PIN W/$B HEAD 4 aaE�a POLYCARBONATE IMPACT RESISTANT HIV WINDOW j Boom TYPIC�►� W WINDOW BLADE_ POLYCARBONATE HV ONDOW ETAIL ®OR® (sEE ppi�orr�t® 77'� LNa.rs ITEM 55) OOR® >Ic acssvraasusuarc saaACT RESISTANT HTV WINDOW ( BAYER M MOLON 3103 PDLYG�ONATE 12-WOL RESINS, Uv—STABILIZED GRADE OR SAB1C TO NAW INNOVATIVE PLASTIC LEXAN 103 RESIN p8 0OR ® (SEE NOTE 'E' ON SHEET 19).HV IND W 10 1 — (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIDRI18 f sod POLYCARBD)JATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q �9 PORM W®BLADE. ICAI SHUIiE A Tom 14 17p �T 3sM0i®[ W PSI fDO QAr (2) HY PIN ® MAY BE USED IN LIEU OF AND ONLY A _ � � EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W W 1D co-MV ( mss SPOM Qvwr wm mai aw M` aam BLADE WHEN CORRESPONDING TO INSTALLATION '11'. SHEET 7. law I&D onom am alta glad PUL es7o r-L 1Yv. Plow=sttoom a 1w AMINO 1zI0o O+L Qk4w Pal. (3) HV PIN ®OR® W/ 1/2- O.D. 1/16" THICK S.S. WA M "°M''OWAN6 "°1pwoo "°'°'P" "40Bep'7 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DET JIL X so1c�eao sbsl Me) u R-m1a1 n rt-de,An SHEET (030 flu @t�GE DML byg m Y LAME on a WPM �OW aS 2.222 a�1 c � swam AM 8.30 1041T 070 9 7 Am 8164 ISM 81m61S OW maw we 0703 PLL am P."(1) HV BLADE SOLID & CA HV WINDOW BLADE DETAILS J1e��6> = I am"L SlaaA.` N.T.S. alpp�anigaFLOMI A BUM afffth Veloft Hurricane Z" 0 2010 EASTERN kwAL Winny.INC. IL ECA 1NC. A■S■S■A■ Accordion Shufter� a ITV.wa 1 W OR HLV. ®ADE i TEFrMO 8 ENOD>EM COMPANY Amertaan Shutter System Kvib Boom= •1s DOM 6r aa. ? WMA 3ft SL bm.s•.V& M V203•RAM 3316Ea2 Drhre 8 ao ii-NPs 6 ovs: 09/to/16 PAom 1(�sn-1676.Pm 1(�erl—I5M DRAWING No Z •',,......••r" ,_iiio2 West Palm Beach.EL 35407 7 s/OIVAI W-0006710.P.E Illms;(000432-2204. FCC(s61)aos-OW 4 15-080 eA1M A."W6RAA%ML a 44167 5 SWEET P.E.-�7AI.J9 Fd�/UwG 6 • • ••• • • • ••• • • • • • • • • • • • • ••• • • • • ••• �• a 1w. 0 "p�gSqj"" LOCKS ANDANY .ONE HY LACK or®9aLt. USEDAT 1/2 OF SFNIM SPAN FOR ANY SPAN1 g2 OF 9NIYEn SPAN• • QEYA ar FWY 114FD AS AN IN )E ORgpNCKOUIS>DE LOCR4 ATFAQOD W O®� 57) p • 0 0 x R i U 7R pr/(2 1 4 0-�x 1/2'LOW FLAT HEAD S.S.1LS.LOCATION OF LOCK$HALL BE AS ON sfUf1ER Amm MY Fm ® t ••• • TWO HY LDW OR OR ONE HY LOCK fgt xP TWO AT &S11F17>1A SHALL ANY SPAN AND 71 AT ANY EL&ATWN. • • • HY LOCK C�SHALI,BE ATTAO Z TO�OR IMMMM W/SAID AS PER 4 4 • • • • Y�IDATO $I.LMMON OF L= LOCKS AS APKM Z SFWLL BE AS D4DIW=ON NPICAL SllNfk72 w&VATKn LLA70 um awrER SPAN WALL�DEIEmat AS PER SCHEDULE#3 ON SHEET 12. 3. D'DES m.FOR Wm PEWORI OR Fit SECtND9Y PURPOSES.RIP 10 lW0 FRV t OR P�USID AS AN WSDE OR DUE L=L C ffCTTJN LDgRS TO CFNTERMATES 1 BE S11ALL BE AS ON=) N T4WAI.SHUTTER D"ATMN. 4. a is K�WOMMM/ COMMN )gM= LOM My R� ARE MMMMOM=NOT MMURW ATLNM POSIFION. BUF MAY it BE USED tF MIND YO BRANCE SERIFIEN L000110 RDOG OR AN ALTERNMK DEYRE b R 1W ALSO BE USED AT SFACIONO POSTE M (NON HUMANE POSITION} p 6. ONE HV LOCK ® BE U M AT CORNER C�AATES RR ANY SPAN AND L+�TALLATN)!6 A7 ANY ELEVATION.HY W6E aP 9WSW�LL USED A4 AN OUTSIDE OR O.RLo LOdf. 9 ATTA4ffD TO®COIPIFIt f27RIF1BRATE B/(� 1 4 0-20 K 1/2'LIXdO FLAY RfrAD B.S.Y.S.71NO LOgQNO RODE AT TOP&BD11`ON SNALL BE USED. LOCATION�LOCI(SHALL�AS D�A1ED ON TTPAlY.SHORTER F3EYA710<i• 9RA11.Be DFTFAItdiFD ILS PFA sR2�oul>:s�taYY oN SIEEF 12 ` a 3 p AL lE Lotxxc FDR ANY SPAN MID J TNINB AT ANY QflIATLNI tApc WV BE t>SFD as AH saw m OUiS�E LOCK ATTACIORW Uj OF 1/4�2Ox3/4'S.S.TOJM WTO CE7iTER1AAlES SHALL LRE WIDE B/1/4 6-20ec3/4' OR M A RAIRDTf AS SN01�4 ON SECI�t Ham.SHEET 8. LDGR SHALL�l�D AT 7/2�SHUTTER�/1N TWO um AT 1/3 OF SHUTM SFVOL 7, ONE FW LOCK or®or®%VLL 133E IkD AT 1/2 W Sl1UFll7t SPAN FDR ANY SPAN OR 12'AWA O BELOAt 1 SHUTTER SPAN FOR STN015 UP SEE END-jOETADS OR P L N 1 J K L VP o R Y x TO W.AND FDFt 1161111 MONS AT ANY ELEYA=L HY LOM®OT®er qAf BE tME)AS AN DO=OR SFC:ETS 10& OUTSDE LOCK.AST sim TO®oP®b1M1 AL C ENJEFA ATFB V/(2)1/4'-20 x 1/2'LOW FLAT HEAD'SS. Ia tYR FULL x OR®TOP Mffi�LOCK SHUL�AS N=M Olt h7Y .lYPMN SFDJITBt USE OF LOCKaI6 f ®W/ MDR#G_ OF CORNER _. :184—woof---_ CENFERMAYE *NDTM ON RV -r MKS AM MWEMM, .^ IXRE ALTERNATE FN LOdf aNY BE B LUS OF M' LOCLS OR FOR M SPAN IN AMY ElEYA't10N. N BE USED AS AN LOCK AT MUST BE OF IACpt DICILDEB tRSBiO AS SI{�NB ON 9ECDON FM1,S1RtEF 9,PhIDN MUST BE • «8 • + COFD4E m To C£NTEMAAIES®AND�W/1/4'0- �x 1 1/2'LONG SS.WWADED BOLT W/7A*0 x 3P-0 t/Cd-�x1'SS11.8.BRTD A tI4'0fc SI8'RIYI�flIR. WY BE DPSfALRED AT NOPAN i 7Ynr Rol LlD S Rm W/�:ps1E all ALLTRNATE HD UZK USED OI UW OF JXeJGAL 0 BY BLADE SHUTTER ELEYATT N NV.LOCKS 'RO F�ANY�Ni AM TlWi4 A ANY MOOR=AUEWJATE HO y�tS USED N.T.S. AS AN OSE OR OO1SntE WCK ATOU;MU OF HD LOfX 6�TO B W/3 98 x 3/8'F.H. ANO Y 9 &MWORMVW HWIT AAS SHMIN ON AND to flw t0.LOOK YAY BE DR aLED AT WMAN OR 12'IM1D1N BEWW OK A90YF mog".USE OF LocKm RODS @ I:CDlPLEIFI.Y OPYNINiH. h Ve1ccftY Hurricam an ,�,1 .j.�,y•�A ®2018 Ps"NEW UMPL.Y.DDS. SERUM HVIM * ,A mS mS■ m Accordion Shutter System t � KV.axx OR K7/.VOPNOW am TBLtT TESPINO 8 t]RGlNEERD�F Cc~ AmttTiaan Shunter Syfiame wft am 0Rm e1: " OALLso�OflOn, (nO. 1 do 11-iS1 W1011 mm "/"/1a p, 6s6 Nw 6�sL sa J6B vA:wp aJRattN nRRmL 361 ti P6aae:DAxs)ev1-18D0.Fm 1( 71-1841 Wast Pokn BRc 33407 y 2w weft fWaft off" DRAWING No Phom(=)432-2204.Fax:SUM 15-080 ROM Uo.6 441 P.E. y P TURE%DATE SUM A PLEB Jr.PX [+ 67 SHS 6 . . .•. • • • •.. .. .• • . . •• •• . . • . • . . • • . . • • • • • ••. . . • • •.. • •• . • 0-OL t'W2sD POURED • • • • • •O} MEIE 6.0121 ATE • • • • • • •E5 7 40-�c1/4'S.6. COM-(SEE Ws9rE I SHSHEET 13) { is QA iEWt£ON SUM 13) _ i' 1' 1/40- ••• •• 4En• I' No. .193 0• • ®cam I10 SB'ARAtW19 W G:l�(StE S � W ro./1ffi ttFOR O ; OR rmt SEPaPoat� 4 t - { SHM 11) I 8UdE5 1& , TO CLASS (siE 1 - E1 MTM ; Sim 11) ® HV WALL BEAM INSTALLATION 12Ass � ©HV WALL HEADER INSTALLATION © ttywALL_H�►aER INsrALLArwN S , - I M SEP/Ram '1 scE10 a" CIN 11 FUt NJOE S 14A4.SH+l4rA110N SHEET 11) ON lrffr to .—{ sir 11)W OtASS I I v" , SOMWAX ON- OPnO91N. ry _ E , 1J l/4•M- r E D.• �. [L g t �"J _ i' '- -' an 1/416-20.3 4'SS. ;' 11PS �IM USM COWCREM 1/6'4- 314'S.S.PI-r I"S AIWiORS rJ-t/ t' 1/4=20 NM O 12'4C (IEE OS •T�Fdl-fA�6 wMMACHO it SKMrp NM WAAMOWREM BIDpf S1�1S 1 lESr OR WlCR1E SIACKHUM S 13&14N ANCHM 1 D BALL SILL INSUM ATION ON �F HV WALL SILL fNSTALLAT{ON OOPTFEIE Sam 13 a 14Q OR ivnrnuE MMIC VM`L EU BALL SILL INSTALJAM NMM MR`OMMIN°` -" INSTALLATION D I-SIM SM.F02,VPIEAL 9NI7ER '( sa#¢rr 13) �T���-- Assaw2_ 1 CM N CMMW ' � HV BLADE iN AM'1rNr W St2r M1Y G�6fAlLA110#I. C h flebcit BUFY)Qane Zone BERTHA HV,m4 S S A Accordion Shutter System I I. E C O I.C. . . . . Kv Iltl�E w as w Hv RAM nwr wnNG do wowEmm owpm Arnetlornl Shulfw Systomm Ner1m >/gnsczamm iW1E o>ta•t W.. Q�1r 11.10 N.N.3S•-M.St.Sm.WMM 9am+5.FIMM 3310 Mena afiOna IM. ovial 1Mr: 01/to/1S Phw.,(35)Sr1-1330.raa (345)871-1531 weet RooOs Ortva 2 ORAMfiNG No ,1 a-ma•0eoe0ad. Palm fleacd.Ft 33407 3 SyQp{p11.�,. E5-oeo3rtg Phom(BW)432-2204.Fa:c tse1�-Wn 4 15--080 %WLM A.ffi1R Jr.PE PEy /GATE FUXGM w 9 satyr 5 SHEEP e • . •.. . • . ... • • . • • . . . . . .............................................................................. • • • • • • • . ••• • • . . .•• . ..• •.• • . •. t> COMME ANWOM WL to • • p. . .• : ' : :'• CWeCBE1E (SFE SMMM ON Saw 13) to.�Ola iR • • } EM OF t$'�ai8 • • • •i•6.soca.• • 1 >b� SLAB F E a18FFLtB / AnII.ICABtE a�Vn \ � air n) ' E i AL ' �1�/4•FID( � &tEi 11] '� � �� WASrEi FEH►D • • •�• ••• 9 L WQATIDX �StWE�®• • • • • ' 1 4W a ' I t oo• ••• • • • • 8 E Is1�'13 • • • � OF } 1 EDGE , EDGE OF APPGKAB..E PL 1/2 1 �OF SAB 6 W 01105 OIS APPMAI LE CONCRETE AMMIM 1 a 1 ®• COMM arlf PMOMJHMaJ® .D. 0.a— REWIWED FLAB'HEAD COf OMM ANCHOMS CONCRETE PIN SCHEDULE ON SEET )14 (SEE SCIMKA.E ON SHEET 14) REOIY[M ® ® H/FLOOR INSTALLATION t ItSTALLATIOM THY WALK—OVER INSTALLATION, r UP TO+70.-75 PSH'aS.D. RAMC b FOR SPA1Ss PER ¢4. 11 Td4SETE ANCHM (SW SMIEOWZS 0" gIpmmgott� MgO,gPAIt" y t t SHEETS 14&14A) t7051OJG TO GLASS E7G57PD GLASS�' �( .E ON- i r--- 1430.SE}'lOYAtSN ' i 1 W { 9HRE1 tt) ''—CSEE SCt+E41u.E ' t t/r®Oa awoO• o tsar IiAL atEEr it) POEMMlwutsusar CR /rOt ttttlss � t/4 8 a ® IM 4'HEX 0.0 TtXt tA't0 -C SW0/A• t H'SCFVFS W-4.w w a www, V pisr3/4. 1E]c tff/� j 7 o t2 , �OAMr A 1EX 1�iF.115 O Ir O.C. _ p14T3/4"SD.S. 1 8' g (171'•)(StE NON BELT 71 3 t/2• OR t/410-20 S.S.tG8 i COME Jy�� +O 4 —n_ W/NUT•S•C.C. � g}{SEEIEET ta) I1H 3 1 ®9.0.R __ 1 1 SMAN �...f i - ....• . ' HPCt• :• / �e-ames/c am ', , 7 ig :•,: '' /r a w tans #14X3/4•F.H.SA.S. :.` ` w O.G POURED C fE (SEE 9 ON SHITE 1 ) •e•O.C. '=•'• .�•.. •• - OR CONCRETE IRM SETS 13 6:14A) NOTE 13(G) IaI � ( O I.COHC. ON SHEET 1 •'c'A J rMW OF OFEOUHR'ED WALL FAM APnR�ISM&.E O INCIUARDSTALLATION t © NV WALL WALK—dVER INSTALLATION `• ILEYSfM Er10lINi1N0 N LLO.OAiA=� a JUNE MR WINIMMON 9L,'&=M E.D. a EDT£ ANCE THIS DISTALIUMN SHAD.BE Wxwm Whom SM 7-W ;»41�"� T AN D �T �' IN TALLATION DETAILS W/ (D HV BLADE (� SHEET t3) REMPOOr TO AN OPFJNffiE EXIT w ANY WY D�ON BE=MM OR uaHaNCE (High Ve Hurricane Zone ' 0 2015 VOrM 1&7AL SUPPLY,BHC. BERTH HVTu a A S ,S Accordion Shtrtter System . . . . H.V.� w�a(w )�� cane 7E7(Rp & EP(d1tiEERQdO C01dPANY A11t9r1tt�81 Shutter 9ple M IWM* 111 DACE am We aL ♦['�, Sll`- Q.�'~ I 4 Wi TWA Sb eb.7�.ORME Okmb3.iMPA SSt Amwokftn. Inc. 1 XA6111 AMM 00/10/1I PD0xt0 r{Ta)a71-1&10,i0s:(305)871-1537 4258 West Rwft um a DRAY7(I4(H No •••,...,.,.,.•••' e-a1A IRWC ft.L a Meg POhn Reach. FL 15407 3 • � � S'sPAt SFMn]E VLV30 A,n=p1� PMMM((SW)432-22D4 .Fa`(s51)soB-eaeo 3 15080 P B . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... SEE EW WaL lo & IB • • . .' 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D HDO—HVB OUT HDA—NVC Y toax,aw•as18. �SYMMEMUC-sl HDIMMMATES HV "T" LAK (OUTSIDE} wl a, � s) �a+e4 xwmet xmm�c iMp1 L am. • xastP m AAM amam Q�'®• 1•�°' o:p,isopm.mw jam100, m m m mxlma RMCD s0 0 lam•A m u a P, goIOm�P ttaet�mem WX40 m omo ms mita mwawas wH•rmc0 HDD-FIVD� A_ FLDAMNO STACK /�.�'•'�2 h d8I AY...W..- "' ®2115 o/SfM MM MPPL.INC. �". •��� BERTHA MvTM z /TILE C O AmSmSmA,, Accordion Shutter�em RV.BLADE 1 W W W HV. 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