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WS-17-1517 Permit NO. WS-6-17-1517 SwO1 S t,� Miami Shores Village Pelmit Type:Windows/Shutters 10050 N.E.2nd Avenue NE Pen �' 't WortCClassifrcation:Shutters Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 F�ORID� issue Date:6/1912017 Expiration: 12/16/2017 Project Address Parcel Number Applicant 1460 NE 102 Street 1132050240250 GLENWOOD AND JEANNE EKLI Miami Shores, FL Block: Lot: Owner Information Address Phone Cell GLENWOOD AND JEANNE EKLUND 1460 NE 102 ST (305)758-9095 MIAMI SHORES FL 33138-2622 Contractor(s) Phone Cell Phone Valuation: $ 4,800.00 MARCO ALUMINUM 305-861-8004 w. ----�-- W Total Sq Feet: 0 Type of Work: INSTALLATION OF 10 ACCORDION SHUTTE Available Inspections: No of;Openings: 10 Inspection Type: Additional Info: Shutter Final ' Classification:Residential Shutter Attachment Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 DBPR Fee Invoice# WS-6-17-64247 $3.00 06/19/2017 Check#: 1267 $ 178.00 $50.00 DCA Fee $3.00 Education Surcharge $1.00 06/07/2017 Check#: 1260 $50.00 $0.00 Notary Fee $5.00 Permit Fee $200.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $228.00 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,P;,f M G,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I that all t foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin . ther I thorize the above-named contractor to do the work stated. June 19, 2017 Authonature:Ow r / Applicant / Contractor / Agent Date Buildinri Departm Copy June,19, 2017 1 i .lj������� i ��� �y�r�y �� ����� � /�� �- �. n k 9 Miami Shores Village c y, -- � Building Department J N 07 2017 V 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �\ Tel: (305)795-2204 Fax: (305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 �( BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. F—IBUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP � CONTRACTOR DRAWINGS JOB ADDRESS: I C O !O //G O? J,10(0" A Q City: Miami Shores County: Miami Dade Zig: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple tZ TTiitleholder):V,,O ' t rAQM,6C f&,&�/NlJ Phone#Jo) —X50 �7� Address: /7 60 R /Ap �g City:�je JW044de State: � Zip:3-TU40 Tenant/Lessee Name: Cal& /� Phone#: Email: (24f;✓�(s�Ia /Vi✓�' L . CONTRACTOR:Company Name: %l,�/�LO /�Lc��/��/�� Phone#:��117D"���� Address: ��`f�✓/�/u/�2/� ��` �2 /`� City: Staat/e�: 1�``' Zip: 4 Qualifier Name: IW �i!�Y %�7 Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$_ �©��U Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New /Re lace ❑ Re air ^ � p ❑ Demolition Description of Work: ��� ������� D���y���r��l��r�j5���j� 10 di G N S Specify color of color,thru:tile:,% %---,- ~. E* -11 it r.,,z rr�� n�$�:t. 2?4'.'X3 —Tti u'Sv1.f]4 vv •t v:= a"�y:nµ` Submittal Fee$r=40. Permit fee$C CCF Scanning Fee$ Radon Fee$ DBPR$ '•' Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ 50 Structural Reviews$ Bond$ 011 TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if;applicable) Bonding Company's Address � City _ "Vo 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.on 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 subjecCto attachment. Also,a certified copy of the recorded notice of commencement must be posted of the job site for the first inspection which occurs seven (7) days after the building permit is issued. In thea nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ' DSignature Signature OWNER or AGENT RA TOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 1 -7 by T day of 20 /7 , byWe , n who is personally known to a rCQ 13.,644 f Owho is personally known to me or who has produced as me or who has produced rrl j 1-i 5 'cei as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: f�0.5a �Cc 5 C.� Print: Rc,66r bQ SCJ Seal: 2a1r�`;P�e�,� ROSAVASCO Seal: ro`!s` '.u, ROSAVASCO „ -'M Y COMMISSION#FF 973493 MY COMMISSION#FF 973493 -yoQ EXPIRES:July 21,2020 Y0-o' n�Er�XPIRES:July 212020 *F FLOO PVA APPROVED BY _ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) T—i Ll —, -- Municipal Contractors Tax Receipt I ;_�-- - ------ Miami—Dade County, State of Florida i I ' 3- -r--T i -THIS IS NOT ABILL-DO NOT PAY I I CC NO: 05BS00483 i { BUSINESS NAME/LOCATION RECEIPT NO. MARCO ALUMINUM INC EXPIRES 1743 NORMANDY DR 4 7497527 SEPTEMBER 30, 2017 i MIAMI BEACH,FL 33141 _ Pursuant to County Code —;--, 1 Sec 10-24 � 1 OWNER 11 ,!TYPE OF BUSINESS PAYMENT RECEIVED MARCO ALUMINUM INC— � E SPECIALTY BUILDING-CONTRACTOR - 1 , BY TAX COLLECTOR 1 I 200.00 11/03/2016' �' 0203-17-000285 —Y— f This receipt is not valid in the following Municipaiides:Aventura,Doral,Hialeah,Key Biscayne, ! r f Miami Gardens,Miami lakes,Palmetto Bay,Pinecrest Sunny Isles Beach;Town of Cutler Bay. 1 I MIAM ° fi -1-- ®® fvi more ildormationwisit www miamidade gov%taxcollecto� I i If I Local Busi ness Tax Pecei pt I Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY I I I ! 5571154 ! I BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES 1 I MARCO ALUMINUM INC RENEWAL SEPTEMBER 30, 2017 1743 NORMANDY DR 4 886524 MIAMI BEACH, FL 33141 Must be displayed at place of business r i Pursuant to County Code + Chapter BA-Art.9&10 I t —i WNER %� SEC.TYPE OF,BUSINESS PAY ENT RECEIVED MARCO,ALUMINUM INC­ ` 196 SPECIALTY BUILDING BY TAX COLLECTOR { ` CONTRACTOR } 151.75 11/03/2016 f+ �— ' Worker(s) 10 05BS0048�) ---� 0203;17-000285 j If r Ttli s Local Buri Hess Tax Receipt only con"rms payment of the Local Business Tax.The Fbcei pt is not a I icense, r / I'I ' perrrit,or a cerci"cation of the hdder's quad i"cations,to do business.Holder crust comply with any govm ernental I ' I or nongover4r ental'regulatory laws and requi rements which apply to the b6si ness. 1� f 1 M t ! ►r l I 1 .The I�PT NO above must be displ ayed+on all commercial vehicles=Miami=Dade Code Sec 63-276. I M® � I I �-� For moreinformation,visitwwwmiamidadegov/taxcdlector I _ I ..•0029 METAL AWNG&SHUTR ' 0048 SCREEN ENCLOSURES d ! MIAM JifiaS"re3. 1 a Sales P.E. Secretaryry of Ne Board — i .` Mi -Dade Court retains all ro rt ri Ms herein. wx'w.miamidade.gov/economy I I f I t Report Viewer 9/16/2015 S 1 4 f ��1 ► PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE :---------------------- - - ------- - ------ ---------------------- --------------------_------__----------------_--------- - -------------------------------- -- IMPORTANT - STATE OF FLORIDA Pursuant to Chapter 440 05(14)L F.S.,an off er ofa corporation who elects exemption from this chapter by filing a cert�cate of DEPARTMENT OF FINANCIAL SERVICES election under this section ed on may not recover bane fits or i DIVISION OF WORKERS'COMPENSATION compensation under this chapter. CONSTRUCTION INDUSTRY EXEMPTION 0 0 Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade L listed on the notice of election to be exempt. CERTIFICATE OF EUCTION t WO KERS'COMPENSATIONTLAW O BE EXEMPT FROM FLORIDA :D Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shell be EFFECTIVE DATE: 9118/2015 EXPIRATION DATE: 91171201] subject t0 revocation'rf,at any time after the fling of the notice H or the issuance of the certificate,the person named on the PERSON: SWANBERG MARK A E notice or certificate W longe meets the requirements of this section for issuance of a certificate,The department shall revoke FEIN: 908128569 ;R a certificate at anytime for failure of the person named On the E certificate to meet the requirements of this section. BUSINESS NAME AND ADDRESS: MARCO ALUMINUM INC. i 1743 NORMANDY DR.APT 4 i MIAMI BEACH FL 33141 i SCOPES OF BUSINESS OR TRA ;SHEET METAL WORK- ;INSTALLATIO .................-.....................................................................................................................................................---...-.....-----------------....-..-------------............---- DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08.13 QUESTIONS?(850)113.1609 CTB Construction Trades QuafifYiN Board BLISINcSS CERTIFICATE OF COMPETENCY 0BS00483 MARCO ALUMINUM INC. D.B.A.: ZPAB�RMRK A Is certified Under the provisions of Chapter 10 of Miami-Dade County Page 1 of 1 Marco Aluminum Inc Date: :' G 20 State of t L,`�L11� �11 County ofotppM - Before me this day personally appeared HA'P-K- AtTgAxqV who, being duly sworn, deposes and says: That Wshe:w' e the only person working on the project located at: l(4 Cos C�E t V2 C� t s G r0 5 y 33�39 tractor Signature Sworn to (or affirmed) and subscribed before me this day of �U 20 � , by AN--r �� Personally know OR Produced Identificationy Type of Identification ProducedT- >`Pc- U 0,4 P-N`I" Print,Type or Stamp Name ofNotary vu Notary�S�'a State of Flodde o Sandia A1Y3!et 15r.750 my commission fF y� Expires 091031201 B �F OF f ♦5NCS o1R 2 Gi Miami shores Village sell�- - Building Department 10050 N.E.2nd Avenue �LORtDp' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: I An employer in the construction industry who employs one or more part-timeor full-time employees, including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: .1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. T Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner t State of Florid County of Miami-Dade ,r ,� ' The foregoing was acknowledge befoJre.me this day of Jit 4e ,20 / 7. By who is personally known to me,or has produced as identification. Notary: ��'%yPite ROSAVASCO SEAL: { *MY COMMISSION#FF 973493 a' Ce EXPIRES:July 21,2020 OF A. 1301511d 1haj Budget Not2qg I 1 i o® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/2017 , AC40 � 06/o7/ o17 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). C AUT PRODUCER NAME: Patricia Fernandez Assure-Us A/C No Ext: 305-956-7818 Ext 301 (A/C,No): 305-956-7818 1880 NE 163rd St ADDRESS: patricia@assureus.us INSURER(S)AFFORDING COVERAGE NAIC# North Miami Beach FL 33162 INSURER A: Nautilus Insurance Company INSURED INSURER B: Marco Aluminium,Inc.,Marco INSURER C: 1743 Normandy Drive#4 INSURER D: INSURER E: Miami Beach FL 33141 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCEINSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 300,000.00 CLAIMS-MADE �OCCUR PREMISES(Ea occurrence) $ 100,000.00 MED EXP(Any one person) $ 5,000.00 A NN633973 02/05/2017 02/05/2018 PERSONAL&ADV INJURY $ 300,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 600,000.00 X POLICY F JECT PRO- FILOC PRODUCTS-COMP/OP AGG $ 300,000.00 OTHER: $ AUTOMOBILE LIABILITY (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOSAUTOS - HIRED AUTOS NON-OWNED AUTOS AUTOS (Per accident) $ UMBRELLA LIABOCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ ORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY.LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Specialty Contractor CCAOSBS00483 0029 Metal Awning&Shutters 0048 Screen Enclosure CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 ave AUTHORIZED REPRESENTATIVE Miami Shores Fl 33138 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD t ENGINEERING, INC. Kd =1..0 2100 W 76 ST., HIALEAH, FLORIDA FLORIDA BUILDING CODE, 2014 Robert S. Monsour, P.E. FI#. 1955/0006024 ASCE 7-10 DADE DESIGN WIND..LOADS (LBS/SQFT) FOR 175 MPHi WIND ZONE Interior& Exterior Zones (4&5-Walls) Positive Pressures CAm�raeYt`i'YY BUILDINGS Exposure D For the '.75 mph Wind Zone WITH.6 ADJUSTMENT Effective Wind Area or, Tributary Area in S uare Feet Height 10 20---.. 30 40 5060 Ma 1.00 0.95 0.92 0.89 0.88 0.86 s15 7.5 55.0 53,4 52.4 515 50.8 20 60.3 57.6 56.0 54.9 540 53.3 25 . 62.6 59.8 58.1 56.9 56.0 55.3 30 64.8 61.9 60.2 59.0 581.0 57.3 40 . 68.2 65.1 63.3 62.0 61;0 60.2 .50 7.1.0 677.8 65.9' 64.6 6315 62.7 60 73.2 1 69.9 68.0 1 66.6 65.5 64.?:••• Interior Zone (4-Walls) Negative Pressures """ • Exposure D For the 175 mph Wind Zone WITHADJMTMENT•" ' Effective Wind Area or, Tributary Area in S uare.Feet ,•;• • Height - 10 20 30 40 5 •• 60 •: •••• • Maxi m -1.05 -1.02 -0.99 -0. 8 :•: -0.96 ' ' �. 15 -62.4' -59.8 -58.3 -57.2 -5( .4 . ••• 20 --65.5 -62.7 -61:1 -60.0 -%1 'w--* : -594 . 25 -67.9 -65.1 -63.4 -62.2 -61.3 -60.6 .. 30 -70.3 -67.4 -65.7 -64.5 -6-5 -62.8 40 -73.9 -70.9 =69.1 -67.8 -6E.8 -66.0 50 -77.0 773.8 -71.9 -70.6 -6 .5 -68.7 60 -79.4 -76.1 -74.2 -72.8 -71.7 -70.9 Exterior Zones (5-Walls) Negative Pressures Ex osure D For the 175 mph Wind Zone WITH .0 ADJUSTMENT Effective Wind Area or, Tributary Area in S juare Feet Height 10 20 30 40 5 60 Maximum -1.40 -1.29 -1.23 -1.19 -1. 5 -1.13 15 -77.1 -71.9 -68.8 -66.7 -6! .0 -63.7 20 -80:8 -75.4 -72.2 -69.9 -6 .2 -66.7 25 -83.8 -78.2 -74.9 -72.5. -7q.7 -69.2 30' -86:8 -80.9 -77.5 -75.1 ' -7 .2 -71.7. 40 -91.3 -85.1 -81.5 -79.0 -77.0 -75.4 50 -95.0 -88.6 -84.9 -82.2 -8(.2 -78.5 60 -98.0 -91.4 -87.6 -84.8 -82.7 _ -81.0 Length of End Zone (a): 10% of least horizontal dimension or.4 h, whic'ever is smaller; but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in fe AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN F R FLAT RO F J I. f t ALUMINUM WORLD, INC 1039 EAST 28 STREET HIALEAH, FL 33013 PHONE (305) 825-1355 / FAX (305)825-1356 SHUTTERS PRODUCT APPROVAL AUTHORIZATION FORM t DATE . . .... ...... ...... MUNICIPALITY �....� •.•..• • .... .... ..... ...... ... . ..... .. .. .. ...... r JOB ADDRESS ; ; �� ��•��• We are an approved manufacturing member for American Shutter System Association, Inc.(ASSA)and National Accreditation&Management Institute, Inc.(NAMI)with an acceptance number of FL 1850-R10 for the Bertha HV Accordion Shutter(Combo),TAS 201,202,203. This letter authorizes to use our"Bertha HV Acco,rdion Shutter(Combo)Under FL 1850-R10 at the above reference address. Sincerely, r Francisco Rosado Aluminum World Inc r k 1) This form must accompany the application for building permit and shall become part of the permit document. 2) The authorized signature must bear the raised corporate seal of the company holding the National Accreditation&Management Institute, Inc.(NAMI)Acceptance. i r — a T T I -M,fi�4YaR W11 BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats&Facts ; Publications FBC Staff BCIS Site Map Wnks i Search ' dbProduct Approval'-1ro USER:Public User .:;.Ari s_ex I Product Approval Menu>Product or Aoolication Search>Application List r r" Search Criteria Refine Search Code Version 2014 FL# 1850 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL 0000 • • I Impact Resistant ALL Design Pressure � AL4• •••• •••••• Other ALL • •••••• •• • •••••• Search Results-App lications • • • • FL# T= Manufacturer Validated By Status ••.••• FL1850-RIO I Revision American Shutter Systems Association, Inc. John W. Knezevich,PE Ajp9WY9d ••96* • ••••• History Category: Shutters (954) 772-6224 ••••• • • • •• ••• e Subcategory: Accordion6%90: • • *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 66 • •• •••••• • } Contact Us::2501 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-18� • :••••• • • • The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibilk�tatea,ent::�nd-5taTTement •••••• • • I Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not s@rW electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �. 170 eChgck M i Credit Card Safe , I i r E BCIS Home Log In i User Registration Hot Topics ( Submit Surcharge Stats&Facts Publications € FBC Staff BCIS Site Map ; Links i Search db r Omprw-cAppr oval Ulic User ,;;;;=; W Product Approval Menu>Product or Application Search>Application List>Application Detail ' At FL# FL1850-R10 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ i Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 W estroads Drive 0004100• • ••41•• •••••• West Palm Beach, FL 33407 • • • • (561)209-8263 •• • •••+ • • • • • bfeeley@easternmetal.com •••••• ;• . •••••• •••••• N Authorized Signature Bill Feeley •••• •••• • • Irodriguez@easternmetaI.com ••••s• •••••• ••••• •••••• ••• • s•••• • • • • Technical Representative •• ,• •• •••••• Address/Phone/Email •••••• • •••••• Quality Assurance Representative • • • • • Address/Phone/Email • • • •••••• • • s• Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed { Florida Professional Engineer' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE O Validation Checklist- Hardcopy Received Certificate of Independence FL1850 R10 COI HV Accordion CI HVHZ.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 4 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D I Date Submitted 04/26/2015 e Date Validated 04/28/2015 Date Pending FBC 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 thru knuckles and (HVHZ)Drawing# 15-081 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R10 II A.S.S.A. INC. drawing DRWG.15-081.pdf 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 12'-7"for 35 psf FL1850 R10 AE A.S.S.A. INC. P.E.R DRWG.15-081.pdf positive ASD load and 13'-0"for 35 psf negative ASD load for Created by Independent Third Party: Yes one specific condition shown in span tables.See additional loads and spans on engineered drawings. 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlocking blades retained by tracks (Combo)-HVHZ- Drawing#15-079 (top and bottom)for storm protection Limits of Use Installation Instructions ••• Approved for use in HVHZ: Yes FL1850 R10 II A. .A. INC. DRW .1 7 . f • Approved for use outside HVHZ: Yes Verified By: American Test I ib o oylth Floridl TA! ••• • Impact Resistant:Yes Created by Independent ThirdG%rty:•Yes 000* • Design Pressure: N/A Evaluation Reports • • • • Other:Large Missile Level"D". Max.span is 13'-2"for 30 FL1850 RIO AE A. .A. INC. PIER. DRWG.1 -079, df psf positive ASD load w/o window blade, 16'-0"for 30 psf_ Created by Independent Third a y: Yes • • °••• negative ASD load for HVI blade w/o window blade for 0900 •••• conditions indicated on schedule#1,sheet 12. And 15'-5"for *00000 • • 30 psf positive ASD load w/o window blade and 18'-0 for 30 •••• •:••• psf negative ASD load for HV2 blade w/o window blade. See 00:09:• • ••• • 0006 sheets number 12,25,28 and 28A of installation drawings •• •• ••0 00000 for other spans and pressures. •••••• • 1850.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retairl4b4fLocks ••••• Blade 1 Only(HVHZ)- Drwg# 15- (top and bottom)for storm lJoter;ib9 • • • •••••• 080 •• • ••• • • • Limits of Use Installation Instructions •• Approved for use in HVHZ: Yes FL1850 R10 II A.S.S.A. INC. Drawino DRWG.15-080.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 16'-0"and FL1850 R10 AE A.S.S.A. INC. P.E.R DRWG.15-080.Ddf 14'-9"for 30 psf ASD negative load depending on Created by Independent Third Party:Yes centermates and locking rod configuration for the HV1 blade, 8'-0"for+64, -72 psf load for HV blade for Keystone mountings 7'-0"for+75, -75 psf for metals stud mountings and 8'-0"for 110 psf,for HV1 and HV1A working in unison. See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. a Back Neut Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 01011 t", r Credit Card Safe 111 11111 1 L EGO in�IG. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aaol.com FL P.E.License No.41167 FL E.B.Licam No.OW6719 PRODUCT EVALUATION REPORT REPORT NO.: 15-0414.01 DATE: April 14, 2015 PRODUCT-CATEGORY: Hurricane Shutters k PRODUCT SUB-CATEGORY: Accordions 0.00 PRODUCTNAME: Bertha H.V. Accordion Shutter So* • :•; x••'00 1 HV Blades 1 and 2 and HV Win j de 1A • • SUBMITTED BY: A.S.S,A ••+• 0.00 American Shutter Systems AssoV4118A, Inc'". ; 0.000 .. .. .. •....• 4268 Westroads Drive ••••0 0 West Palm Beach, Florida33407.. ; ..•.;. ...... 1. PURPOSE OF EVALUATION: •••. This is a Product Evaluation Report Revision issued by Walter A. Tilsit, Jr., P.E (System ID # 1906) to American Shutter Systems Association, Inc based on Rule Chapter No. 61G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been 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. i 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. 15-079 titled "BERTHA H.V. ACCQJR15. OWTER SYSTEM", sheets 1 thru 28 of 28, including 15 A and 28�,+ 1,,prby Tilfeco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E%&ipeet' )Q> :-�f�is t cawing is an k integral part of this Evaluation Report. J oto• 44{67 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166- P1i c'� 30-Fax: (305) 871-1531 PRODUCT EVALUATION REPORT':>NO. 15-0414.01 2 t 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic: loadings under Protocols TAS 201 and 203, as per section 1626 of the Florida wilding Code. Uniform Static loads in accordaroce with Protocol TAS 202. Test reports prepared by American Testing Lab (AT1L) of South Florida, Reports No. 0214.01-03, 1 0715.01-03, dated June 27, 20W; 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 11116/05, signed and sealed by William R. Mehner, P.E.; # 1214.01-05 dated 12/20AD5, signed and sealed by Henry Hattem, P.E.4G Protocols TAS 201, 202 and 201:3 and completed with ATL Report#J011 7.0246p ...... dated on 05/23/06 signed and sealed by William Mehner, P.E. alsd per•ProtpcoO. •; ...... ...... TAS 201, 202 and 203. • .. . Large missile impact & cyclic goading under protocols TAS 201.$6 203, jg ;••••; reports prepared by American Testing Lab (ATL) of South Florida,•116portS.No.• ...•• 0609.01-10, datedJune 17, 2010, signed and sealed by Julio E. Of;mqples, +I.E.,. ..:..' report No. 0210.01-11, dated 02/22/2011, signed and sealed by'ti firy Hatl:4 r"• •••••• ...... • • ....% Tensile tests as per QC MetallIurgical Report No.3DM-388 and [i+ld. SJM-9022,. ;••••; dated May 20, 2003 and November 16, 2005, respectively; signed and sealed 6y: Frank E. Grate Jr., P.E., as per ASTM E-8, as well as Reports No.10FM-718, dated June 22, 2010, and Report No. 11 CM-223, dated 03/04/2011 signed and sealed by Frank E. Grate Jr. P.E., as per ASTM E-8. For HV Blade 2• Large missile impact and cyclic loadings under Protocols TAS 201 and 203,.as per section 1626 of the Florida Building Code. Uniform Static loads` in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Report No. 0422.01-05� dated April 22 thru June 15, 2005, signed and sealed by William R. Mehner, PJE., and Henry Hatten, P.E. i. Tensile test as per QC Metallurogical Report No. 5FM-578, dated 7/6/2005; signed and sealed by Frank Grate, P.E..., as per ASTM E 8. ,,���,` . ......, lir •� i w 7f ��OF ••� ` -10 RIO AL ,x PRODUCT EVALUATION REPORT 1140.15-0414.01 3 For HV'Window Blade 1A Large missile impact and cyclic loading under Protocols TAS 201 and 203, as per section 1626 of the Florida Building Code.Uniform Static loads in accordance with Protocol TAS 202 per secition 1626 Protocols TAS 201, 203. Test reports prepared by American Testing Lab of South Florida, reports No, 0505.01-08 and No. 0725:01-08 (Addendum), dated 07/19/08 and 08/29/08, respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E. Testing for Polycarbonate Bayer Makrolon 3103 for Fire Burning characteristics• per sections 2601, 2602, 2607 & 2614 the Florida Building bode,. per VT'G' laboratories report No. ETC-007-1095-19015.1, dated 12 /14/0 '9 signed.90. • • ...... .. . ...... sealed by Joseph LaboraDoldam, P.E. • .... .... . . Testing for Polycarbonate Bayer Makrolon 3103 for Weathering 14UV'expoWp)0 ,• per ASTM G-155 and ASTM ID-638, per section 2612 of the Rp" Building. ..:..' Code, per ETC Laboratories report No. ETC-07-1095-19015.1, tkited 12/14/0 ,• •••• • signed and sealed by Joseph LaiboraDoldan, P.E. """ • Tensile test as per QC Metallurgical Report # 8GM-693, dated JOY.21, 48,. ;••••; signed and sealed by Frank E. grate, P.E., as per ASTM E 8. ' Qualification for Sabic Innovsative Plastics Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply, Inc., to approved # 9034 sheet grade with Miami Dade County Approval addressing Fire Burrning characteristics, weathering and structural (mechanical) properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shuttter System for maximum shutter span vs. design wind load, as well as maximums anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida wilding Code. Calculations prepared by Tilteco, Inc., dated July 31, 2006, Mayy 23, 2008 and, July 1, 2010, and 10/27/2010 signed and seated by Walter A. Tillit, Jr., P.E., and revised calculations dated 04/27/2011 addressing New Mon.rnting 11, sheet No. 7 of drawing No. 1"79. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per ��r/isrirrr Protocol TAS 201. ,,�,�+'jR�. )./�'�•''! •� 8F c� ` tic€'•'.�10F111 ss/OVAL R f . i I PRODUCT EVALUATION REPORT'.NO.15-0414.01 4 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verged to sustain wind pressures. Maximum Shutter Span for HV Tilade 1 shall be as indicated on sheets 12 & 28A of 28 of Product Evaluation Document (P.E.D.), drawing No. 15-079. Maximum Anchor Spacing for HV Blade 11 shall be as indicated on sheets 13, 14, 15, 16, 17&28A and 17 of 28 of Product Evaluation Document(P.E.D.), drawing No. 15- 079. Maximum Shutter span foir HV Blade 2 shall be as indicated on sheet 25 of 28 of Product Evaluation Docwment (P.E.D.), drawing No. 15-079. Maximum Anchor spacing shall be as indicated on sheet 26 of 28 of Product Evaluation Document (P.E.D.), drawing No. 15-079. Maximum shutter span and anchor spacing shall be as indicated on sheet 284 drawing No. 15-079. 5. INSTALLATION: •..• ; •, • •. For HV Blade 1 shall be perforn ned strictly in accordance with detagain licateXa•A: ,•,•;• sheets 5, 6, 7, 8, 9, 10, 11, 18, 19, 20 &`28A of 28 of Produ&•4Evaluation Document (P:E.D.), drawing No. 15-079. Minimum separation tdgMss shoN•be, as indicated on sheets 6 thru 11, 18 thru 20 & 28A of Prod'uc't' Evalu&6A ••;••• Document(P.E.D.), drawing Noy. 15-079. •'• ••• '•"' .. .. .. ...... { Requirements for use of locks and/or locking rods shall be as inical*ed on Notes ....:. on sheet 5 of 28, note 10 on sheet 1 of 28 &sheet 28A and note:10Oftsheet 1 of ;„••; 28 of Product Evaluation Docurment(P.E.D.), drawing No. 15-079.” • •• For HV Blade 2 shall be performed strictly in accordance with the details indicated on sheets 21, 22, 23 and 24 of 28 of Product Evaluation Document (P.E.D.), drawing No. 15-079. Minimum separation to glass shall be as indicated on sheets 22 thru 24 of Product Evaluation Document (P.E.D.), drawing No. 15- 079. Requirements for use of lacks and/or locking rods shall be as indicated on Notes on sheet 21 of 28 and note 10 on sheet 1 of 28 of Product Evaluation Document (P.E.D.), drawing Nm 15-079. The HV Blade working in unison with HV Blade 1A, shall be performed strictly in accordance with Limitations iincluded on sheet 28 of drawing No. 15-079. Minimum separation to glass shall be as indicated on sheets 6,7,18 and 19 of drawing No.15-079. 6. MATERIAL CHARACTERISTICS"AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated'on sheets 1 through 4 of 28 of Product Evaluation Document (P.E.D.), drawing No. 15-079. Anchor specifications for HV Blade 1 shall be as indicated on sheets 14, 16, 17 & 28A of 28 of Product Evaluation Documpj*o Rte- ,), drawing No. 15- 079. Anchor specifications for FAV Blade 2 shall n WN sheet 26 of 28 of Product Evaluation Document (P.E.D.), draw' o:• 7 � SSI ON A�- r i9 PRODUCT EVALUATION REPORT NO.15-0414.01 5 r 7. LIMITATIONS 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 28, of Product Evaluation Document (P.E.D.), drawing No. 15-079 prepared by TitteceA, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONE&as. defined on section 1620.2 of the:: Florida Building Code. 60 6 66.6� •'• "" " . 6 . 6666.0 .. 660..6 7.3. Product shall only be installed into poured concrete, concrete:block, wood frame and metal stud walls under the Maximum Span and "impm D"Sn Load limitations indicated on thiis drawing, as applicable. "" •••• 00:0* 6666.. .:. 7.4 Limitation of use of Blade PINI used in unison with Blade HV.9Ashall be 6 per sheet 28 of 28 of drawing W. 15-079. 6666.. 6666.. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida Limtsq • No. 44167), President of Tiltec®, Inc. (Florida EB-0006719). . i . 0►11111//fiii����' Aj, - t 7 •. '?0 ......RID�.•••' ��'� s •• • '' �~�JiifJfllll M I a I T r GENERAL NOTES: 1.BERTHAH.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION) TABLE OF CONTENTS OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE'ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17.25.26. 28&28A. AREA 1• HV BLADES(D. LGA 6t_m IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17, 25,20,28&28A GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O.,AS TESTED,WERE NOT OVERSTRESSED,A 33 x INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS bW USED IN THEIR ANALYSIS. BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL SYSTEM COMPONENTS 21-37 SHEET 3 REPORTS: TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 -HV SLACEO#0214.01-03,/0715.01-03./1004-01-05.#1214.01-05,/0317.02-06, /0809.01-10 AND 10210.01-11 AS PER TAS 201,TAS 202 Aro TAS 203 PROTOCOLS. AREA 2. HV BLADE G)AND W WINDOW BLADE -EIV WINDOW BLADE ®10505.01-08 AS TAS 201,202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL (WHERE•APPLICABLE) -Hv BLADE2O#0422.01-05 PER'E_�R-TAS 201,TAS 202 AND TAS 203 PROTOCOLS. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 2.HV BLADE /)AND HV BLADELSW E ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN MEAS WHERE THE DESIGN PRESSURES TRANSITION FROM ETD ZONE 5 TO INTERIOR ZONE 4.EACH INSTALLATION DETAILS A-E,CONCRETE/BLOCK SH M 6 WIND ZONE MUST BE CLEARLY Obanm IN ACCORDANCE WITH CHAPTER 3o,OF ASCE 7-10STANDARD.ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPULA TO THE INSTALLATION DETAILS F-L, CONCRETE/BLOCK SHEET 7 CORRESPONDING WIND ZONE.THIS SHALL INCLUDE REQUIREMENTS FOR MIN.SEPARATION TO GLASS,DELIMITATION OF WAND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR FIV BLADE 1 CENTERMATE DETAILS HV SHEET 8 &2 ACCORDION SHUTTERS SYSTEMS FOR ETHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND CENTERMATE ALTERNATING DETAILS HV SHEET 9 ASCE 7-10 STANDARD.AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. HD SHEEP 10 HV BLADEUI AND HEV WINDOW BLADE ®. ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CEMERMATE DETAILS D CONDITIONS OF USE INDICATED ON SHEET 28. END CONNECTION DETDETAILS SNLS 1-B,CONCRETE/BLOCK SHEET 11 3.BERTHA H.V.ACCORDION PINS(HTV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 1 14X2.75 AND 1 14X1.75 RESPECTIVELY.410-HT MINIMUM MAXIMUM SPAN TABLES SHEET 12 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HN BACROS41ELD COATING SYSTEM AS MANUFACTURED BY ANCHOR SCHEDULE- CONCRETE SHEET 13 APPROVED COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THOR HEAD. ANCHOR SCHEDULE- CONCRETE SHEEP 14 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 kai AND 35.7 WT ANCHOR SCHEDULE- CONCRETE SHEET 15 FOR 6005-T5 ALLOY ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 15A 5.ALL SCREW'S TO BE STAINLESS STEEL 304 OR 316 HSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DW 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 WI MIN,TENSILE ANCHOR SCHEDULE-WOOD SHEET 16 STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- WOOD SHEET 17 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kai MINIMUM YIELD STRENGTH. ]INSTALLATION DETAILS M-R, WOOD SHEET 18 INSTALLATION DETAILS S-X, WOOD SHEET 19 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:Hv RUDE 1 . 13,14.15j1&16,17&28A END CONNECTION DETAILS 7-12& X. WOOD SHEET 20 HV&ADE 26. HV BLADE 6.® WORKING IN UNISON: 13, 14& 16` - AREA 3: W BLADE m ONLY 8.THIS BERTHA M.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458.179 ISSUED TO TYPICAL SHUTTER ELEVATION & NOTES-ON LOCKS SHEET 21 EASTERN METAL SUPPLY,INC. INSTALLATION DEVILS AA--GG,CONCRETE SHEET 22 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO CENTERMATE DETAILS HO SHEET 23 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. END CONNECTION DETAILS 1-6&X, CONCREfE/BLOCK SHEET 24 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PUCE WITH WARNING NOTE:WRING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL MAXIMUM SPAN TABLES SHEET 25 KV AND HD CENTFRMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. ANCHOR SCHEDULE, CONCRETE SHEET 26 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SEC11ON 1710.8.2 OF THE FLORIDA BUILDING CODE. AREA 4: HV WINDOW BLADE ONLY 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 27 WHERE PERMIT IS APPLIED TO. TYPICAL SHUTTER ELEVATION SHEET 28 13.(c)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFlC PROJECT.,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. AREA 5• HV WINDOW BLADE n ONLY (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES NOT DEVIATE INSTALLATION DETAILS. METAL STUD WALLS SHEEP 28A FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL THIS DRAWING SHALL ONLY BE USED TO Be RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC OBTAIN PERMITS IN THE STATE OF R.ONDA DRAWINGS FOR REVIEW. (a)ORIGINAL P.E.D.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PRO ' OF RECORD THAT PREPARED IT. •• ••• • • • • • �L• 1! T11 I iv. • • • • • • • • • GRIDA BUILDING CODE H. h Velocity Hurricane Zone A41i I • •• • • • • ••• • 0 2015 EASTERN METAL SUPPLY,INC. A'� 'J�' SF' .i .: •.: ••. . . BERTHA HV- `°-�g A S• S A Accordion Shutter System :. ' E C 1 w c. . ■ ■yy ■ ■ 1.(T 0jI W/OR W/O ELK W=WX&KV.WAWA• • ••• Acro icpn Shu1hq $y3tQTM REV.9a DESCRIPTION DATE DRAWN BY: ILL y� TILLIT-TESTING &.ENGINEERING COYPAN`6 • ^30CM10R, 4n(* • 1 DAD 11-195 04/10/15 -DATE: 04/10/15 `��:••\:� 5355 N.W.35N.SL,Ste.3D5,VUOMNN GARDEN.F'RpA.1.1 • �?�Q••i•�n•+�/`•Cs•Vt•��.S''(•O�R�`-�'�'i�''G•`i a-R e0 w 4 68�e9 R�.d4 bri! Phn (3[5)871-153 .Fc: • WesPo� ech�C3^070 • x DRAWING No tPeeae •• • E3-0006719 ••• • Phone:.(WO)4V-2204 ..Fr: (91128-88 } 15-079 WALTER A TUT Jr. .L 4 P.E. AWCUE/ FLORIDA U./44167 5 SHEET 6 1 OF 28 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • VARIES 3'0 FOR W"M MADE® is 2 1918'. 1.491" R �- r �t. ♦ 1' B. O lip / e' 4 O 4.71 4OP� / 4.857 89J I- 4.383• ..0 Ot HV SOLID BLADE 4 n5• . •. OS HV 90'f180"STARTER COVER D UNDER-US'.PATENT 5458179 ;O HV BLADE 3ObV UNIVERSAL FLOATER �,, QUALIFIED OR USE W/ 1 HV WINDOW BLADE• COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE 01 &0 0 HV DIRECT MOUNT HV BLADE & SEE LIMITATIONS OF USE OF BLADE®ON SHEET 28 QUALIFIED FOR 6005-T5 ALLOY AND TEMPER 6005-T5 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER R U5(E(��W/ HV 6063-16 ALLOY AND TEMPER BLADE ALLLOPANDTEMPER ..37 124" _3.658• y 6" 6063-T6 1 .870• 2.226" 1 r .085' 4P s 7 .870" (TYP.) J . A94' .000" s of — L 72 g 542 L I- 0.072' 0.072' 4.436' HV ADJ. ADAPTER W/LIP -I'.e20 ''37 CHV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV ®HV WALK—OVER TRACK BLAOEQi &Q OUALIFlED FOg,us w/ HV Og HV TRENCH TRACK - OUAUFlEO FO USE W/ HV BLADE 1 & 2 3750' BLADE 1�&© 6063-T6 ALLOY AND TEMPER 6063-T6 AL,0 AND EMPER QUALIFIED FOR USE W/ HV 6083-T6 ALLOY AND TEMPER BLADE(D&02 ONLY. � HV RAINGUARD 6063-T6 ALLOY AND TEMPER QUALIFIED FQ USE W HV 1917'. VARIES ' ' o! 1.9 6' BLADE I & 2. X83' _ Max. VAlbFS t'9�' 6083-T6 ALLOY AND TEMPER .093• x n .035' _ M = .100 � Os tw' Iw' • _ 670 1.686" $ 3.20" 4.A+• 670 _ 630 T (11 HV COLING HEADER 6 2 °�'' QLTibFIED FOR USE W/ HV SLADE(1DQNLY, 1® liY HEADE SILL (4 HD CEILING_HEADER/SILL 3.581 SEE SECTIONS FOR VALID QUALIFIED FOR USE g HV BIADEIDONLY / O O f 15 SHD CEWNG HEADER/SILL 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOT AND TEMPEr1tt�- QUALIFIED FOR USE W HV BLADE 1 14 QU WALL HEADER SILL SEE SECTIONS FOR VALIDITY. QUALJFlEQ FO(IUSE W/ HV QUALIFIED FOR USE W/ HV BLADE iO&O 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER r 1 1 e COMPONFCOMPONENTE A B T1 T2 X Y ! IIT X MN Y MIN.t 2" 2• 0.125' i 1' 062' Y 5'MAX. 1/8' t/B' tiV tO 3" 3• 0.090' 1® SIDE`ANG R2" 5'MAX. 0.192 0.192' 11VO2 QUALIFIED FOR USE W/ HV ALUMINUM ANGLES +a 2.5- 7•MAX. 0.190• 0.+90• HVG) ® CORNER POSTS BLADE(1)&© QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE& BLADE (SEE SCHEDULE �A������� ��' •• •••60>D3i6 AL`OY ASD TAMPER. 6063-T6 ALLOY AND TEM Ejt{i11 • • • • • • • • •FLORIDA BUILDING CODE Ili h Yelocit Hurricane Zone) {{ Q - • •• • • • • ••• • 0 2015 EASTERN METAL SUPPLY, INC. G +sF _ • . : '.: '.• : : ..' BERTHA HVTM A S S A Accordion Shutter System cc �. ECO m c. ■ ■ ■ ■ N L?LADE 1 W OR W10 H.V.WW M BLADE&H.V.MADE 12 ly • ••• American Shutt Syms REV."- DE=Ngm DATEDRAWN Be. M.L TILLIT TESTING & ENGINEERING COIILPAMf _• *-: Q•:'? sEciOtidh. Ina • - 1 OLD 1+-795 a/+o/ts DATE. 04/+0/15 siSS N.W.s6tn 54.Sq.306,VIRti1M W170FN3.Folia X16 • •7WV • • AA .... '[� Ph-:(30s)871-1530.F-:(305501-1531• • • 68 et{L RaO�s�}D.3 2 �'•7OF .• �� rm•T:tAtico•ad.com •• • W/5j Pq�jn och, '` 3407!•. 3 DRAWING No � sl EB-0008719 .•• • Phor/:•(•Oo)4j 2-2204 .•F•z: (i v20a-8380 4 15-079 WALTER A nLL7r Jr.P.E. P.E.SEAL/tSIGfiO(OI GATE FLORIDA Lk./44167 s 2 SHEET OF 2$ • •• •• • • • •• •• ••• • • • ••• • • 4.660 929- 1/a'-20x1 1/4'-20 "CAST 4,570" 4- • FLIT LIFb 71NFAOED HIOlISNG E/141F1 1 4•-yt 2 j.- ,- .743- -+ .o SS.Y.S. „BN®PANTEDj�ApfD CA4f M CZ TYPJ LMSM DLA EL 4 a ` a BAKED PANTED 4' - TURN i .062• B7 - a ,/• $ 1.3 5- per{ .318 "7 w 4. n,Q, -_ k 9RAS4 CIlD10Elt -BRASS 4 (CHROME MATED))I&�I 21 HV CENTERMATE a ® HV LOCK HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1O&®ONLY HV FLOATING CENT�T� 4 6063-T6 ALLOY AND TEMPER QU IED FOR USE W/ HV SLADE(1,& (191 ONLY Q _7s' QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-i6 ALLOY AND TEMPER �y`�JHV CORNER BLADE 0& ®ONLY. BLADE 0& ®ONLY. 0 ALIFIED FOR USE W/ HV BLADE 1 ONLY -250•O.D. X18• t6• .8 6063-T6 ALLOY AND TEMPER PLASTIC HEAD 1.756• 2- MOLDED TO 4.045• SCREW s- 1.753- • � 1 0 �1 j; ? 1. 825• - BEFORE RNETI AFIET2 RIVETING ^ s o `�' 1/4"9-20 x 3/4" .. y� S.S. THUMBSCREW 1/4 0-20 RIVNUT* 'L SERIES 9444 ALUMINUM(2024-T3 MID1)LARGE FLANGE THIN " S1E7:T NU75ERf,PARE/D820.AS MANIFACfUREDBY A'DiEI - CHOW TEXTOW.PARSPPFXI.NEW JERSEY 07054 OR EOUAt- PL"" "'ONT°F'A"D" ® HV MALE "T" LOC CENTERMATE 4. HV "T" LOCK HV ALTERNATIVE LOCK © LOCKER FOR "T' LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY ®<BY FEMALE T" LOCK_CENTER MATE QUALIFIED FOR USE W/ HV BLADE 1UONLY 6063-i6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV ©LADEQ ONLY W HV BLAOE�ON Y QUAUFBLADE 1()ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE / 1.917 1.91 3.161 _ 3 �-06A: . THILICYLMOEFR OR - .02• KEY CYLINDER .214' ,214- 543 Iq 0b75•Min. n •a O r 1 .125'Mox. O O - v O QUALIFIFD FOR USE W/ HV BLADE 1 & 2 ®QUALIFIED FOR USE W/ HV BLADE 1 & 2 . . 6063-T6 ALLOY AND TEMPER HD CENTERMXT 6063-T6 ALLOY AND TEMPER QQ VARIES, 12_LON QUALIFIED FOR USE W/ HV BLADE 1 ®&0 g 1,150• 6063-T6 ALLOY AND TEMPER _ tHuu6lURn -�CTLNDER ACETAL TFKR4BSCJEIPS go OR KEY (SM OLTAKS) 1.57 Nin. CYUNDER _ 115' * 1.78'Moi. ® LOCKING RODA HD LOCK 7s•w QUALIFIED FOR USE W/ HV BLADE 0& By 3�A"m-16 ACETAL HY 1/4" 4-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIFS 2333 HOOK BOLT LOCK. ..��11 6063-T6 ALLOY AND TEMPER THUMBSCREWS QUALIFIED FOR USE W/ HV BLADED,®&O2 05 INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR,USE� �h�BLADE Q&© QUALIFIED FOR USE W{fIV406,WE• Sb(Z) •• : : •• ` DRILLED AT TRACKS FOR PROPER EMBEDMENT p��H ORIDA BUILDING CODE (High VelocityHurricane Zone) �� • • • • • • ••• • 0 2015 EASTERN METAL SUPPLY,INC. ...............'' I'" 0 '•: •0 BERTHA HV7w ,3` p.gq,61A■S■S■A■ Accordion Shutter System L4 E C 0 INC. v.RADE 11 W/OR W/O ILv.WINDOW RADE&ay.RAGE • - -193 k+ ••• Am erk�n Shutter SyVem9 REY.Na DESCRIFNON DATE DRAWN BY: M.L.TIILT TESTING & ENGINEERING CAMPAN1! Catin.•InE. • 1 04/10/15DATE- oyto/ OLD15 •'' �*• !SSI V •• ��' n6ltOoadAi owoA:3•1 • Wei P•ImWet0chPh " (0)47 . y54o• j DRAWING No .......* —0EB-0006719 PhoRA R )462-2204•r&Ox: 09-8380 79 ' WALTER A TILUr Jr.P.E , P.E.Sb[,O iAR!/DATE ILOR A Lk.1 44167 5 SHEET 9 3 OF 28 6 3/8"e 414 3 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 9 AND HV BLADES. Q HV BLADE 1till ® HV BLADE to I N N O HV BLADE 2 A { 1 ® or i '{�}4{�{j�e/♦(/4�yJ i V N 3 HV LONG RECESSED NYLON BUSHING L-• .315"e HV SHORT RECESSED NYLON BUSHING 1 i t EXTERIOR -� i ® HV NYLON HAT WASHER, r 1 41 4*- $ 14 " o ® HV WHEEL CARRIAGE AISI 302-303 SERIES i T 0.870'x3/16" THICK NYLON WHEEL. i I 39 i l9 0.188"0 AISI 302 SERIES S.S. RIVETS ® or 4 �3 - (SEE NOTE FOR REQUIREMENTS) i i �® or ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * III EXTERIOR 4�3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ! 1 j ®4 POLYCARBONATE IMPACT RESISTANT HV WINDOW y I i ' or(2) (SEE SHEET 27) I i s Exalm BLADE KN=r FOR TYPICAL SHUTTER ASSEMBLY ! SCALE: 3/8' 1" HV PIN OR©OR®AT IXTI(1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR I BLADE'S KNUCKLE. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV 1O OR 00.324' (SEE NOTE * FOR HV(9 BLADE. ,048. �, p I REQUIREMENTS) (2) HV PIN®MAY BE USED IN UEU OF 0 AND ONLY AT TMP• I EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO2 j I BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC"AND 'DO', SHEET 22. 11 (3) HV PIN®OR®W/ 1/2'O.D. 1/16"THICK S.S. WASHER LAN PER DETAIL XWHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT SHALL BE USED'FOR DIRECT MOUNT INSTALLATION N.T.S. SHEETS 11 & 24. N.T.S. • • • • • • • • 04ORIDA BUILDING CODE (High Velocity Hurricane Zone so 1 i • • • • • • ••• • 0 2015 EASTERN METAL SUPPLY,INC. SE'�9 0 • BERTHA HVTM �6T A■S■S■A■1L E C O �NN�. Accordion Shutter System V eunE 11 W OR W/D KV.WINDOW RADE a H.V.BLADE • ••• American Shuffor Syrjems REVX. OESMTM DATE 0RAWt 6r. WL TIWT.TESTING k-ENGINEERING COMPAW— - - 6355 N.N.J6te.St.sta.sos,wKoww qtw lb+ • Fl. weOH D.�one. : t qA 1t-t6s a/to/ts I1ATE of/To/ts r'ho..:(aos)s7t–tsao.r..:(, y�llit-tsar• • • 2 DRAWING No —it to..0.W.—r •• • Weach. 40•� FQCIIaI wt.` EB-0006716 000 • Pho"$000)462-2204•0: (�yt09-8380 4 15-079 WALTER A rILLR Jr.P.E. P.E.S�F1Y/51f1NARIREtJDATE FLORIOA U`.!44167 54 SHEET OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • 'J�� •NOTES ON HV LOCKS AND CENTERMATES: A a C 0 r Y M U S T r"l7 a � 1. MANDATORY ODNDIBON /l:ONE HV LOCK®or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR W 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSi TKNIS AT ANY _ ELEVATION. FN LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED i0 OR CENTERMATES W (2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TY=L SH ATKR1. Q sQa 1�a IRMAI TWO HV LOCKS OR OR ONE HV LOCK OR W/TWO v LOCKING RODS V AT TOP & 130TTOM SHALL BE E F ANY SPAN AND IN ALLA AY ANY ELEVATION. HV LOCK®OR®SHALL BE ATTACHED TO OR qp ECIFK:AT CEMTERMATES W/ SAME SPIONS AS PER �� MANDATORY CONDITION d1. LOCATION OF LOCKILOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE /3 ON SHEET 12. 4oa�u5 6 ax i�OJwr�4 ® 3, •IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO FN LOCKS OR qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES ORSHALL BE AS INDICATED ON NOTE (1)ABOVE. F LOCA OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. d� $ � 4. OPTIONAL CONDITION 02 OND ONLY WHEN MMP&MM CONDITION #1 OR LIMITEID_ _VURRE POSTTICIN. BUT MA BE USED IF DESIRED TO O ENHANCE SHUTTER V, LQW4 LOCKINGRPERFO MANCE. LLOCKINGDS 0 ARE NOTL RODS RED TO OR AN ALTERNATIVE DEVICEY 0 b� MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 35 5. IIAfY7ATORI CONdI10N L<2:ONE HV LOCK ®ShH;ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN Tg- V Ys: AND INSTALUTK)NS AT ANY E1J:VATKIN. MV LOCK 2"or�.7 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, -xw ^ ATTACHED TO©CORNER CENTERMATE W/(2) 1 40-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS / 1 b '' � b s AT TOP & BOITOM SHALL BE USED. LOCATION dF LACK SHALL BE AS INDICATED ON TYPICAL SHUnT- ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. -I 6. % •ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND TIONS AT ANY ELEVATION. ALTERNATE LOCK® MAY BE USED AS AN WSIDE OR OUTSIDE UM.ATTACHMENT OF 1/4'0-20x3/4"S.S.THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO SEE ENO CONNECTION LOCKS AT 1/3 OF SHUTTER SPAN. DETAILS,OND F E X SHEET 1 I , x L o ► o V x *NOTES ON HV "T" LOCKS AND CENTERMATES: FULL HEIGHT. OF CORNER 1" I ONE ALTERNATE HV 'T'LOCK MAY BE WSJ�LLID IN LIEU OF HV LOCKS0 OR FOR ANY SPAN AND CENTERMATES INSTALLATION AT ANY ELEVATION.AL TE pQ Y BE USED AS AN INSIDE OR OU IDE LOCK.ATTACHMENT aR art 6 + 7 S 10+ 3 oA OF LOCK®INCLUDES USING REINFORCING E�6•AS SHOWN ON SECTION TNG,SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES @ AND®W/ 1/4'0-20 x 1 1/2' LONG S.S.THREADED BOLT W/ 7/8'0 x.3/32" WINGNUT OR W/ 1/4"0-20x1"S.S.M.S. INTO A 1/4'0x 5/8' RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN.OR 12' 10 !J ®+�°R MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. ONE ALTERNATE HD LOCK© MAYBE USED W LIEU OF W LOCKS OR FOR ANY SPAN AND W5TALLATIONS A 1 f1 O.:VATIDN.ALTERNATE HD LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK(�TO IS W/3/8 x 3/8'F.H. S.S.MS.,AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDB- AND DC-HVL:,MEET 10.LOCK MAY BE INSTALLED AT TYPICAL C1� HV BLADE SHUTTER ELEVATION MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL. N.T.S. •• ••• • • • • • •• ;IFFFAAApA""•o " • • • • • • • • FLORIDA BUILDING CODE(High Velocity Hurricane Zone • • as • • • • ••• • ®2015 EASTERN META.SUPPLY,INC. .. . ``JcEiis ' 9 . . • . . . . BERTHA HVTM : .. ... . . .. ' 4g167 `• ZIL EC O �N�. A■S■S■M■ Accordion Shutter System o' �• V.RADE 11 W1 OR 11/0 H V.WINDOW RADE s H.V.RADE# .et, LtJ • • Amerlc�n Shutter Systema REVA. DESCRIP110X DATE DRAW Dr: L M • A„ •'tL,_ TILLIT TESTING�c ENGINEERING COtIPpNY• 0133pclOtlOn, Inc.-- ^' t OLD 11-/95-- 04/10/15 DATE 04/10/15 •».- - O \ 6753 N.N.36th.SL,jl".305.�IGCRA�ROEI,S�I�WD�JJ1• • •• JJWW89t R004! Driw 2 •� ••''' qt�,r'• PhOnA (70>Va7t-1530• (•�'.rv7tl-�.1-1iS11 DRAWING No -�7l- Ulta • ONe*Pym Beach, FL 33407 ; _ F�Ss A��',,. W T9- 7,9 ••• • Pho !(800)412-2204 Fox: (561)209-8380 , 15-079 vrALTErt A 1XLT Jr.P.E 3 SHEET P.E.�rx/�IGN�il1RE/DATE FLOMM Uc./44167 e 5 OF 28 • • • • • • • • • • • •• •• • • • •• •• POURED CONCRETE - POURED OR CONCRETE BLOCK REWIRED 1/4'0-200/4'S.S. CONCRCONCRETE ANCHORS CONCRETE ANCHORS MACHINE SCREWS FRED _ y. REWIRED SEE SCHEDULE ON (SEE SCHEDULES ON W/ 1/4'-20 CONCRETE'ANCHORS SHEET 13) SHEETS 13& 15A) NUTS O 12'O.C. Y�kCS6�EI�WXSHEET 13) 1. `r Min. 1/4"e-20x3/4'S.S. Min. ____ OR 14 1 OR 1.8 EO EO- MACHINE SCREWS £0 O USING 1/4-20 NUTS Y`. 1 O 12'O.C- 1/ E.D.4 ;2' .250 Max. I -- _. 3 oR $ --- O3 aR 0 L _ D.� __ • .250' t .250'Max. I t Max. ° I �I. OPTIONALMIN.SEPARATION TO GLAj TO GLASS SCIEDIAE } (SEE SCHEDULE ON12 FOR 9I -1 OR ♦ MIN. SEPARATION w a CLASsSHEET 1z) EXIS1INa ONSHEEr IQADFS i TO GLASS +J (SEE SCHEDULE ON— r EXISTING t SHEEP 12) °L'` ©HV WALL HEADER INSTALLATION (A HV WALL HEADER INSTALLATION -, � B� HV_WALL HEADER INSTALLATION oasTu+c �mclAss— ; GLASS MIN.SEPAftATKHI G� TO.Q�� I 1 OR ®♦ ' i ) �� (SEE TO ON- 12 1 1EE1.DE�,NO ii LIN.SEPARATION I SHEET 12) PGP�P&lililf {{{HHHRRR IFFFFF'J000OORRRRR i.._ TO GLASS ON SFS —(SEE SCHEDULE O OPTIONAL aooLsps -{ SHEET 12) --- f �un_l :I 1/{'Max. E 4 •_ _ � Max. ._..I OPTIONAL �1 L` 13 O E D.4 i I ii I' i N t .. /2. ° 19 Q Q 1/ t/ r 3 OR 1, `, 12 OR® 1/4'0-2°x3/4'SS. Min. EO �EO- PHILLI TRUSS HEAD 1/4"0-20x3/4'S.S.PHILLIPS 18MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEADMACHINE SCREWS ONCRETE ANCHORS 1/4'-20 NUTS 0 12O.C. POURED CONCRETE 3N�EETS 113&SCHEDULy,)NMI/ 1/4•-20 NUTS O 12'O.C. (SEE SG 3& I ON- OR CONCRETE BLOCK POURED CONCRETE SHEETS 13 k TSA). ___ REOl1IRED WALL °OR CONCRETE BLOCK � HV WALL SILL INSTALLATION (SEE SCHEDULES ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEETS 14& 15A) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION 1M FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W/ 1- SEE SHEEP 4 FOR TYPICAL SHUTTER * E. E a EDGE TIONSOISTAO ♦ SEE UMIITTABONS OF USE FOR - C1� H V B LA D E ASSEMBLY (SEE SPECIFTCABONS ON SNEER 14) BLADE SON SHEET 28 2-MOUNRNG SEC11ONS CAN BE COMBINED •• •• • • • • • •• IN ANY WAY TO SUR ANY INSTALLATION. �p�aiiii�� • • • • • • • • FLORIDA 8UILDING CODE(High Velocity, Hurricane Zone E1 JL4 • •• • • • ®2015 EASTERN METAL SUPPLY.INC. %9. ' BERTHA HV I L E C O m.. A.S■S■A■ Accordion Shutter System c Y.&ADE 1 W/OR W/O H.V.MDOW BLADE R H.V.BLADE iE ^C 0 009 TIWT TESTING A ENGINEERING CO Y" A�gp.s•11:Q(1 Shutter Systems M.N. DESCRIPTION GATE DRAWN BY: Mt _ - _ _ A y/H :• .�SOZS1CftOI1, IflC. 1- OID 11-T9s OH/IO/1s -w1E: -a/1O/1s J .BSSJ N.W.38th:SL.Sw%08.VI_itM GARDD 3.R.RM�J7 t�LL • • ♦ 8 fled Roods Drive z '�'T „IOR��P.:��• Pharo:(30518}1-1530 Fax:(305)87-153• • •1EDRAWING NO d� 1 61Eec.D�d.com • • ie�Pa Beach, FL 33407 3 .d ••63-0000718 4,4011 • Phon♦(800)432-22°4 . Fax: (561)209-83804 - 1 5-079 WALTER A TILUT Jr.P.E. P.F-.Sr-/ AFq tNtE FLORIDA Uc./"187 s gSHE F '8 • • • • • • • • • • • •• •• • • • •• •• } POURED _CONCRETE ANCHORS ; Mx s13wwKN 1 OR ®� CONCRETE (SEE SCHEDULE ON SHEET 14) JI 10 CLASS(situ �S REQUIRON ED EDGE OF I f2 E (r. ~ 3 ' t'r'io a✓ss 1 PB ' tf(S > rz)ox- ro ApUGLE �. _ IXiSRNC SCWMUIE 69, ' 1 I SNfET 12) i ALTLRNNE i i 010x3/4:HIX ANCHOR LOCATION i 11 HER HEAD TE K SCREWS O 1 0R 1 oR 5 f 3/e MON. 12'D.C. ;1 Mw. I' EXISTING //('� S 3/e CONCRETE ANCHORS GLASS-' ' �I (SEE SCHEDULE ON 1 8 i SHEET 14) 1 EDGE OF IX1S'T1NG ' _i i E EDGE OF SLAB IF CLASS---+ SLAB Q. APPLICABLE IF 5 1/z" �)-1` EDGE OF STAB IF PUCADLE UK SFPwwm APPLIGHLE" Q. O.. SLAB IF AP To CIAM(SEE L2 RIR IE/CEO w PPLICABLE SD40xu CH POURED / POURED —._] CK OR M 257 O1 OR ®• CONCRETE t CONCRETE E.0. i •/U6�j! REQUIRED E. D' 0.• REOUIRED POURED MT HEAD CONCRETE ANCHORS MT HEAD CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 15) REQUIRED ( SCHEDULE ON SHEET 26) ® WV"-FLOOR INSTALLATION t (I HV WALK—OVER INSTALLATION (@ TRENCH INSTALLATION © HV CEILING INSTALLATION VALID ONLY FOR UP TO +70, —75 PSF PRESSURE RATING B FOR SPANS PER .• CONCRETE ANCHORS SCHEDULE /4, SHEET 12 --- (SEE SCHEDULES ON ra suwnw 1 , SHEETS 15 B 134) EXISTING E%iSRNG EXISTING MISEPARATIONGOTH. CLASS—� MIN. SEPARATION —•• CLASS - SEE SCHEDULE ON— r ^—lO TO GLASS I D ti ; I EDSHEET 12) i(SEE SCHEDULE O 1 '; SHEET 12) rIfi rrrlhhh I'MA7(. 010x3/4•HEX WASHER 8 I' /14x3/4` HEX HEAD ' I 1 8" HEAD TEK SCREWS tl 1 8` 12"ox A SCREWS 1 t` N14x3/4`S.D.S. OR 1/4`0-20 Si N.S. CONCRETE ANCHORS n _ _ 6 +•O 3 O 9"O. C. 1 W/NUT O 9`O.C. (SEE SCHEDULE ON 1 j SHEEP 15) O _____ asp_-___� 17 oR 18 E/2• _ 1. 17 18 /14x3/4"F.H. S.O.S. EDGE OF O 9.O.C. 1 7 B" APLAB IF E CONCRETE ANCHORS NOTE 13(b) POURED CONCRETE (SEE SCHEDULES ON ON SHEET 1 SEE NOTE 13(b) POURED CONCRETE ON SHEET 1 •,p OR CONCRETE BLOCK SHEETS 15 @ 15A) OR CONCRETE BLOCK(lEQl11RED REQUIRED OPTIONAL- POURED (g) HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION CONCRETE REWIRED • Q HV RAINGUARD INSTALLATION t HIM, INSTALLATION DETAILS W/ NOTE FOR 004OMTOK OF SECTIONS: THIS INSTALLATION SHAD.BE • E.D.- EDGE DISTANCE REMOVABLE WHEN PERFORMED (1) H V B LA D E 1- SEE SHEET 4 FOR TYPICAL SHUTTER ADJACENT TO AN OPERABLE EXET O SFE LIM�TATKk75 OF USE FOR (SEE SPECIFICATIONS ON SHEET 14) UA ASSEMBLY OR ENTRANCE •• 000 •Til/4z� 1 i SHEET •• INNYwINBE TIMB'H� FfiAi AoSUIT INSTALLATION FLORIDA BUILDING CODE(High Velocity Hurricane Zone 4 • •• • • • ••• • ®2015 EASTERN METAL SUPPLY, INC. A4�5'4�• �cEiu;�'' - BERTHA HV- A.S.&A. Accordion Shutter System 0.4 IL ECO INC. Y.BLADE 1 W/OR W/0 H.V.WWDOW BLADE k H.V.BLADE f ' • ••• �t • ArrerIcgjn Shutter Sysferrls REV.Na DESCRIPTION BATE DRAWN BY: M.L TILUT TESTING a,ENGWEERING C01{PAt{Y • • lva'West lOn.R..d Inc. -1 OLD 11-199 -- 04/10/15 MTE-�04/10/16 - t 6�Ss N.w.361h.sL,stabos,vdR:Nu c�lmri+s.Fl•RIOM4A3i F •.,OAIDp: �V Phone:(303;A-1530.*Fax:�305)01L1-153• • ••• 4iG8 bast Raads Drive 2 DRAWING No _Ytsss/0�� :: UK. • • $'est•Pa§1 Beach, FL 33407 3 •,� r.' -OOOpt9 ••• • Ph_ (800)4-V-2204 . Fax: (561)209-8380 4 15-079 WALTER A TILLIT Jr.P.E. P.E.SFAL/SI(;IQATtlRE4g FLORIDA Ua./"167 5 SHEET 6 7 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE END WALL ETS 11 & 20 `f INSTALLATIONS W� i HV 5D NOTES ON IAGU �® Locxs©w® OUT 90 IN —EXISTING GLASS **MA SLACK TA UHVF®ON SHEEP 5. BLADE W HV CENTERMATES ��MA�A�,x��o OR SEE END WALL CONNECTION 10•®e1®•�®•©°R Elasnrtcc�ass DETAILS ON SHEETS t1 3 20` ------------ — 2•x2•xt/8•x0'-2 1 I ®•®a"�+®a�+®�O 3 1/4• 7• 8 1/2• 7• (6063-T6 ALLAY)ALUM. i OPPOSING SYMMETRYCAL ANGLE W/(2)1/4•0 TAPCON I 1/2' ANCHORS To CONCRETE C ERMATES C RMATES NLN. (TOP/BOT10M)3 /10x3/4•S.M.S.O 12• �yy� GLASS S RU (4)/10x,/2•S.M.S.To BE i O.C.FULL tENGHT. W/ HV LACK or W/ HV LOCK or 1 To Goss AT EACH ANGLE.(TYP) * (SEE SCHEDULE ON 3 SHEET 12) 5 ® a * 35* IN I * 1 I � 1 1/2�- ' tit• 5 1 ®" ' LO 0 2 ©°"®an©• 7Om®910•�O O O HVB or oUT ® " * HVC POURED CONCRETE OR HVA an®ox©• 7Oa©oR10+�a EXISTING GLASS CONCRETE BLOCK WALL 10+ F— REOU ED El( 6 7 a Isr,Nc SYMMETRICAL -O'O' — ®.®°"®•®°"1®•®anO�EXISIIN CENTERMATES:' I I N • 8 8 . MIN.SEPARATION 5 ———......J GLASS 1 * @+® ® O O ® (SEE TSCHEWLE ON MIN. ——— I N o. # b W/,HV (INTERIOR)OPTIONAL SHEET 12) SEPARATION TO GLASS (SEE SCHEDULE OPTIONAL ON SHEET 12) (INTERIOR) ----------- FO .---_ _ _—_ —_ —_—_—_—_—_ 1 OUT ANCHOR 0 !— — — — 1 VAR1 S O.C1 ANCHORS ' . 1 a ** 3 VARIES O * ® v ®* a ® O U T 6 1/2 MAX.SLACK oUT �IVE HVF** • • • • . . .. HVD /�d�A" FLORIDA BUILDING CODE Hi h VelocityHurricane Ione ITT•tE �' - •• • • • ••• • ®2015 EASTERN METAL SUPPLY,INC. ,a` P`'.vc' sF '�'� •• BERTHA HV- 44 1 IL E C O �■S■S■A■ Accordion Shutter System • * V.BLADE 11 W/OR W/O H.V.WWR BLADE&H.V.MADE 12 • •• Apteti6gn Shutter Systems R".3K. ocscaWOON DATE wAm w: M.L- •--� �q TILLR TESTING t EN14 EERING CO FAV? J- 3 • • • KrIG�lOn,�lI1C. 1 OLD 11-195 04/10/15 MATE' 04/10/15lx 6]05 N.•.3&A SL.S•305.174TNN a4TDEN5,PWte%p�31 Phone 305)601-1530•Fax 305)8.1-1 • • 4t88•oYest Roads Drive y ( •( 530 • • •V.91`Palin Beach, FL 33407 DRAWING No -maA:UTlea7�d.eom • • • 3 _ n .•4B-00C#7,9 000 • Ph. (IIDOft;7.2204 . Fax: (561)209-8360 4 15-079 �u WALTER a Ts11T Jr.P.F '�• T P.E.SEVsLGWT. k/DATE FLORA Ua/44167 5 SHEET e 8 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALTERNATE INSTALLATION W HV "T" LOCK 0 HV F END CONNECTION DETAILS ON SHEETS I I & 2. MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS 270) W/ n•HV BLADE EXISTING GLASS OUT I N I BLADE 1�SLACK DETAIL tNF, INDICATED ON SHEEP 8, AS WELL AS UWN RSAI.FLOATING MADE®DETAIL I IDD-HVD . °A®°R©• 7Ow g�mtD ®°° INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE INSFALUTION DETAIL HVG SHOWN IN THIS SHEET. SEE END CONNECTION DETAILS ON SHEETS 11 20 00 z x2"x1/e'xo'-2 (6063-TB ALLO»L. ANGLE W/(2) 1/4.0 TAPCON i/2" '• ANCHORS TO CONCRETE (TOP/DaTTDM)k I L----------- -------.-^.—----------------------------C 4)/1Oz1/2'S.M.S.TO TUBE /10x3/4•S.M.S.O 12" AT EACH ANGLE.(tYP) I N O.C.iULL LENCHr. 3O*HV "T" �N HV "T" MIN.TO G SON 5 3 LOCK (INSIDE) 1 3 LOCK (INSIDE) (SEE SCH PULE ON — SH 12) 1 -- - ---- ---------- - - - - -- - 1 1 L 5 1 28 --i 29 1 28 }- 29 1/2F 2" 1/2 5 35 OUT 5 35 1/4" 0-20 x 1 1/2" S.S.M.S. 2 NYLON SCREW HEAD * W/ 7/8"0 x 3/32" WINGNUT. * SEE NOTE 6 FOR FIV LOCK ©0 HV "T" LOCK (OUTSIDE) 2� 1/4" 0-20 x 1" S.S.M.S. ® " LOCK (OUTSIDE)O HV "T 7•LOCK, ON SHEET 5. W/1/4"A x 5/8" RIVNUT t. - I SERIES 9444 ALUMINUM HVG* (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART d 0820, AS MANUFACTURED BY AVDEL CHERRY TENTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL �N��A�""��o� ••• ••• • • ••• • • ••• FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone t11 ��.L, • •• • • • ••• • A 2015 EASTERN METAL SUPPLY,INC. ���� vc sF :` • ' BERTHA HVT ',,, ` s • .A S S A Accordion Shutter System No.447 �. E C7o ,,7- \'p ■ ■ ■ ■ V.BIADE f 1 W OR W 0 H.Y.WPIDOIY&ADE do HV.BLADE f —�'; - • ••• • Agteticgn Shutter Systems REV.N. OTCscmvroN DATE DRAWN BY:. M.L. I'LUT_TESTING R ENWNEERING COytPA�ll�• • • Association. Inc. - + OLD++-1e5 a/lops DATE: W/10/ts - --r CN.W.Sen.SL,SUPM5. cNmENS,FUM6331 • • 68•West Roads Drive 2 R10P;'�� T�noM:(3os)6l1-1530 0F.:4(305)8.1-ISM • • • DRAWING No RR moa:aua�•ha.c«a• • • es Pan Beach, FL 33407 3 �'�`rS/nu.�F .1� •' - 71 ••. t Pho x;•(800)4 -2204 . Fox: (567)209-8380 , 15-079 WALTER A.TILUT Jr.P.E. . P.E.SEACJSIODIASYRFyItQIL FLORIDA Uc./u1e7 s SHEET e 9 OF 28 ••• • • • • Or • • • • • • • • • • • • • • •• •• • • • •• •• SEE END WALL CONNECTION DETAILS ON SHEETS 11 ✓f 20 �.f` IX5TR1C CL455 oUT IN INSTALLATION In HV BLADE W/ HD CENTERMATES 1) , �� , �3 10�®""©`®"©•®°" SEE END WALL CONNECTION 6 — ' --.---_'.---- rE7tl5fINC GU55 -------- z xz x1/6•x0•-z• 35* 35 (6063-T6 ALLOY)ALUM. 1/ ANCLE W/ z) 1/4.0 (OPTa1NAl) ®* (OPTIONAL) TAPCON TO I MIN. SEPARATION /10■3/4•s�1s.o u• m�s (4) H.V. CONCPETE(TOP/BOnOM) D.C. R(4)/14x1/2•SMS. I (SEE SCHEDULE PINS (TYP.) N (4) H.V. 3 TO LUBE AT FAG11 ON SHEET 12 ANGLE. (TYP.) 4 s(m) 5 4 5 e' s t/2- PINS -->--------- - -- — -- - --- -- ----- 9v I v G O ©� 1 z' \,< � 31 OR@j 33 31 OR(P] 31 OR 32 31 OR 32 HDA—HVA 20 4 35* 35 HDB—HVB ( « ) HDC—HVC (OPTIONAL) AUT SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W LOCK INTERIOR W/ LOCK (EXTERIOR) s + 7 ®aIo•®� Io•31-0.0-0+08,.. * SEE NOTES ON LOCKING RODS & HO®LOCKS ON SHEET 5 $ +®a®+®aa 1®•�5 oxt� ** UNIVERSAL FLOATING BLADE Q3 DETAIL HDD-HVD IS —'— -- ----------- --_---_---__ _-- VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADED 3 O H — V11* 'I����AA'�„"�.. ••• ••: : : • • • •• FLORIDA BUILDING CODE(High Velocity Hurricane Zone � PPLY.INC. ,�`4 VGENSFl�9 •• •: : : :• •�• ®2GBERTHA 15 EASTERN METAL DHVTM No.441 I L �oinc- �■S■S■A, Accordion Shutter System i .v.DADE JI w OR W/o HV.WNW WX h H.V.BLADE 12 .. nwT rErnNc E�T�I ERINC CO P Agierlain Shutter Systems lava, DESCRYnoN DATE oum RY: w4(- r was N.w.36M SL.Ste*=.v6e6A ewm.n�wa�ya�, • • Useclatlon, Inc.. - - 1 OLD 11-193 a/lobs wTE 04/10/4(5 4% N Ri p dA� • • 4068west Roaa9 D� s �Q D,. Phone:(305)8M-1530*Fax:4(305)631-1536 • • • DRAWING No '�ss—L�NAL EAG\? WALTER 69AL T& :•• • • PhorW:•(lloo !204�hFo (se jzos-8380 4 15-079 p,' ILf Jr.RE Pl- SFA/MWINRE/DATE nDRIOA Lia.1 44167 c 10HEET • • • • • • • • • • ••• • • • ••• • • RED ETE POURED CONCRETE OR POURED CONCRETE ORUCONCRETER OR CONCRETE ,.J\ CONCRETE BLOCK WALL RED CONCRETE OR CONCRETE BLOCK WALL REWIRED BLOCK WALL REQUIRED REWIRED BLOCK WALL REWIRED EXISTING GLASS �IXISTING GLASS CONCRETE ANCHO EXISTING GLASS ' SE 2•MIN EXISTING CLASS O 16'O.C. _ ( MIL SE7�PRATION �r-.--l) 1•_ 2'MN. MN.SD)WTXN ) TO MASS(SEE SG4DULE ON SHEET MN.SEPARATION MN.SEPARATION To GLASS(SEE 70 GLASS SEE 12 FOR ET 25 FOR ON SHEET TO GLASS(SEE EQ �EO SCHEDULE ON SHEET ON SHEEP 28 FOR 12 SCHEDULE EES 112 FCRBLADEBLADE ON� 12 FOR 9ADE m� 1/16'x3'MAX. BLADES�h L1) ON 9EEf 28 FUR (6063-78) CONT. ON SHEET 25 FOR 1/2. ON SHEET 28 FOR (LOCATE AT BlAOLS (D&a ALUM. CLOSER / \ BLADES m �� BIADES(1) EITHER S IDE 1 PLATE (LOCATE 1/2' 11J AT EITHER SIDE N!N ` I OF 4O) _ I *USE 1"OR 2"MAX. 1/z'MIN. (AS APPIJCABLE)x2•x1/8•xO'-2' /loxl/2"S.M.S. I ----- ALUMINUM CUP ANGLE ' ----- /10x1/2" O 16'O.C. _—_—_ O 16'O.C. -- --- 4 \ (6063-TB ALLOY)AT A1IDRETGHT ` (i) /10x1/2•s.Ms.Ta Q4- 4 (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X WALL AT 1'O.C. (LOCATE AT 5 1 OR �4 ETTHER SIDE GF D) 1 OR ®' SIDE CONNECTION 1 OR ®4 SEE DETAIL X FOR �10R ®� TO TRACKS /� SEE DETAIL X 4 SIDE CONECTION @_606).0-80 '®- 8 �'®-©'��'®- SIDE CONNECTION ®-'�-O'O-8 10•0- -6 7-8 t.�•®- TON TRACKS . .6• 7-8 •®- 1 TO TRACKS ®•®-'l'J• ©•©- END CONNECTION DETAIL1Q END CONNECTION DETAIL 2� END CONNECTION DETAIL U3 END CONNECTION DETAIL 4 REQUIRED ONLY FOR SPANS GREATER THAN 12'-0- POURED CONCRETE OR REQUIRED CONCRETE BLOCK WALL �-EXISTING O 4 • EXISTING GLASS REQUIRED EXISTING 4' _—__—— 'T __ ___ _ ___ MIN.SEPARATION E #1 1/2"$.N. MN.SEPARATION ------------ MIN. _________ ...� TO�(� O 16• .c. TO GLASS(SEE Y "y------ ------ ON SHEET SCHEDULE ON SHPT D �J 6 OR®OR�OR 1 SCHEDLIEBIADE m COW ETE 1/2'MIN. 12 FOR BLADE MAND -_..._L ON SHEET 28 FOR ANCHOR O ON SHEET 28 FOR _ �OR@OR(9OR� 9ADE5 Q e® 12"OC- ANCHOR C. BLADES(1) Q^7 4 CONCRETE ANCHOR O 1C. ______ 1 2 MN. _ - _—_ 1 MIN. —"- EO fi OR®OR 1O OR 2'MIN. 2'MIN. • SEE LWRATIONS OF BLUSE MADE SHEET 28 F'OR ©OR@oR 1�OR� VIEW Y s 1 oR ®� �� DETAIL X r�( - PD, CONCRETE OR 1 ON& J\\ - -©•O-O-C�'®- E�1 D S AL TION CONCRETEOLOCK WALL ��,�a,©•�,®•®- 6 7 6•7 REWIRED 6 , 6 , ®-®•®-O ®- 1HY BLADE OR 16 HV WINDOW BLADE INTO ®- ®.®_ .®-®.�- •©;� ;Q Q-Q'®;O • QQNCRETE OR CONCRETE BLOCK WALL, END CONNECTION DETAIL 5� O ®-® ®-® ®-OEhW,,ZGNNECTION DETAIL4 0 0 0 • • • • • FLORIDA BUILDING CODE Ni_h Velocity Hurricane Zone • • • ••• • m 2015 EASTERN METAL SUPPLY,INC. JOE ✓9=. ••' ••: '•o •' : : ..' BERTHA HVTM No.4067 ': 1 L E C O e N L:. A■S■S■A■ Accordion Shutter System v.auoE 1 W/OR W/O Ilv.WRO MADE&KV,MADE 12 • • • Am fl Utter Systems REVJ4o OESCR91KIK DATE DRAWN BY: M.L —. > .O•t✓r OF _ ,a TIWT TESTING dL..Et�R.INE ANG COMPANY- • 0 Ai •-'iL - �90r �4{,/ 6)55 Kw.3 .SL.5W.30 �ImrM EN;,9.01 �// • •WA8 WesteR od Inc. 1 OLD 11-195 w/10/ls DATE. lH/lo/Ls 7r Q. Phrne:(.305)671- So Fax y(�os)a71-sS1 • •, �8 Vol,*Bdb h, O33 2 DRAWING No �` R \t• a-moth! o•1.1- 3 • West rR O�eh, FL 33407 s F •^: :;4 ,�:• E� Fax ••• 4hone: (W1432-22e4 Fax: (561)209-83804 1 5-079 �Tllfil�' WALTER ARL TR Jr.P.E. P.E.S SIq{tyWRF�IIATE FLOFld.ih j 44167 5 SHEET 6 1 F 28 ••• • • • • ••• • • • • A. • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • SCHEDULE N11 SCHEDULE 42 SCHEDULE #3 OCHE ULE-#4 ♦SEPARATION TO GLASS REQUIREMENTS MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*'L+" IMUM SHUTTER SPAN*"L+- (1) L MAXIMUM ALLOWABLE SPAN FOR L+" OR "L-' (ft.) "L+" OR 'L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS R "L-" (ft.) INSTALLATIONS A GIVEN POSITIVE A.S.O.DESIGN (1)SEE BELOW FOR MINIMUM SEPARATION TO FOR INSTALLATIONS W/ 1N PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN MEIM ® & ®Of Or W/ ONE INSTALLATIONS W/ / L-:MAX.ALLOWABLE SPAN FOR A GIVEN THE FIRST 30'-0'ELEVATION OF BUILDING HV LOCK or or or HO LOCK W/ & W/ TWO HV OR & W/ ONE HV LOCKS NEGATIVE A.S.D.DESIGN PRESSURE RATING ® ® ONE HV LOCK OR OR LOCKS OR TWO OR W/ NO LOCKING MEASURED AT BOTTOM OF SHUTTER. NO LOCKI RODS ® OR CENTERMATES� & OCKING RODS TOP BOTTD ODS (2)PROCEDURE TO DETERMINE MAXIMUM W ONE HV LOCK W TWO LOCKING RODS OR W/ NO OCKING ® / SPAN FOR WALL MOUNTINGS OR (2) MINIMUM SEPARATION EL CATION FOR SHUTTERS / ® / / ONE HV LOCK ®OR ® INSTALLED ABOVE 30'-0'ELEVATION OF BALDING, ®TOP & BOTTOM *(SEE NOTE t) RODS ♦(SEE NOTE t) FLooR/cAaunc: R ♦ SEE NOTE t MEASURED AT BOTTOM OF SHUTTER IS 3'. CONCRETE&WOOD CONCRETE G WOOD CONCRETE GIVEN A POSITIVE A.S.D.DESIGN N410e1u CONCRETE NE MOOD INSTALLATIONS O MWNUM INSTAUATIONs O " INSTNJARONS O ASDDL9cN INSTALLATIONS PRESSURE RATING,DETERMINE MAXIMUM AS.a.0E9aN /.5DDF5LaN ASD.DLstew SPAN'L+'FROM SCHEDULE. F0.ME9UfE FtOQR/CEIUNG PI PAYINGWALL MOUNTINGS P RE U FLOOR/CE2�MOUNTING GIVEN A NEGATIVE A.S.D.DESIG PRESSURE MINIMUM SEPTI eT10N TO GLASS SCHEDULE: N-�r) WALL MOUNTING MOUNRNG (p,uJ � /� MouNTyws (o-.4.7 FLS/CES�N� (v-.) FLOOR MOUN7e1G RATING.DETERMINE MAXIMUM SPAN -L-' S.�W,LQNE LOCK WITHOUT LOCKING RODS. (+art-) -) (+ -7 FROM SCHEDULE. l+ ) l-(10 l4 t- t+ (0 t- L♦ VU L-(N t+ N L-(It) 30 13'-2" 16'-0'- 13'-2" 16'-0' 30 12'-3' 14'-9' -30 13'-1' 16'-0" 30 13'-2' 16'-0' FINAL MAXIMUM ALLOWABLE SPAN IS SHUTTER INSTALLATION W/ INSTALLATION W/ 35 12'-8" 14'-10" 12'-8" 14'-10' 35 11'-9" 13'-8" 35 12'-7' 15'-7" 35 12'-8' 14'-10' EQUAL TO THE MINIMUM DETERMINED SPAN SPAN CENTERMAT6 C OPPOSING TES 40 12'-3' 13'-10" 12'-3' 13'-10" 40 11'-4" 12'-9' 40 12'-2' 15'-2' 40 12'-3" 13'-10' BETWEEN 'L+'AND-1-". 45 11'-11' 13'-1' 11'-11' 13'-1" 45 11'-1' 12'-0" 45 IV-9" 14'-3" 45 W-11" 13'-1' (3)PROCEDURE TO DETERMINE MAXIMUM OR LESS 3 3/eb 4- 50 11'-7" 12'-5' 11'-7' 12'-5' S0 t0'-9" 11'-5' 50 11'-6" 13'-7" 50 11'-7' 12'-5" SPAN FOR COL48INATIONS IN BETWEEN >705'TO MAX 55 11'-4" 11'-10" 11'-4' 11'-10' 55 10'-6' 10'-11' 55 11'-3" 12'-11" 55 11'-2" 11'-10" WALL W/FLOOR/CEUNG MOUNNVGS: ALLOWED 3 7/8b 4" 60 11'-1' 11'-4' IV-0' 11'-4" 60 10'-3" 10'-5' 60 11'-0' 12'-4' 60 10'-2" 10'-11' FOR A GIVEN POSITIVE A.S.D.DESIGN USE 2 1/2'FOR HD LOCK 0+0 OR fM. 65 10'-10' 10'-10" 10'-7' 10'-to" 85 10'-0' 10'-0' 65 10•-9' 11' 65 9'-5" 10'-1' PRESSURE RATING: USE INDICATED VALUES FOR H CIVERMAW. 7D 10'-B" -f0'-6' 10'-2' 10'-6' 70 9'-6' 9'-8' 70 10'-7" 11'-5" 70 W-9" 9-4• DETERMINE: Lt+. MAX. SPAN FOR WALL MOUNTING 75 10'-1" 10'-1' 9'-70' 1071- 75 W-4' 9'-4• 75 10'-4" 11'-1' 75 - 8'-9" INSTALLATIONS. MINIMUM SFPARAHON TO GIASS SCHFOUIE: 80 9'-t0" 9'-9' 9'-7" 9'-10' 80 9'-0' 9'-0" _ 80 10'-0• l0'-9" Lz+- MAX.SPAN FOR MOOR/CEIUNC SHLn7FR W/ ONE LOCK h TWO LOCKING RODS OR 85 9'-8' 9'-6' V-3' _9'-6' 85 8'-9' 8'-9' 85 9'-9" 10'-5" MOANING INSTALLATIONS. WITH ONLY TWO LOCKS 90 9'-3' W-3' 9'-0' 9'-3" 90 8'-68'-6' 90 9'-5' 10'-1" FOR A GIVEN NEGATIVE A.S.D.DESIGN SHUTTER INSTALLATION W/ INSTALLATION IN/ PRESSURE RATING: OPPOSING 95 9'-0" 8'-9" 8'-9" 9'-0" 95 e'-3" 8'-3" 95 9'-2' 9'-f0' SPAN S DETERMINE: CENTERMATES CENTERMATES 100 6'-9" 8'-4' 8'-8' 8'-9" Too W-1' 8'-1" 100 9'-0' 9'-7' L7-- MAX.SPM)FOR WALL MOUNTING 105 8'-T 7-11' 8'-4' 8'-4' 105 T-11" 'T-11' 105 8'-9" 9'-4' INSTALLATIONS. 105' 2 3/4'�� 3 3/16' 110 8'-4' 7'-7' 8'-2" 7'-I1" 110 7'-8' 7'-7" 110 8'-T 9'-2" L2-_MAX.SPAN FOR FLOOR/CEIUNG OR LESS MOUNTING INSTALLATIONS. >105'TO MAX 115 8'-2' 7'-3" 8'-0" 7'-7' 115 7'-6' 7'-3' 175 8'-4'y 8'-11' ALLOWED 3 1/4"•'� 3 1/4" 120 8'-0' 6'-11' T-10" T-4" 120 T-4' G-11' 120 8'-2" 8'-9' FINAL MAXIMUM ALLOWABLE SPAN IN ee USE 2 15 I6"FOR FN T"LOCK W 125 'r-10" 6'-8' 7'-8' 7'-0' 125 7'-3" 6'-8" 125 8'-0" e'-5' 'L2+*.TO THE MINIMUM BETWEEN 'Lt+', / ® / 130 T-8" 6'-5' 7'-6' 6'-9' 130 T-1" 6'-5" 130 7'-10' n 8'-1" 'L2+ 77-"AND"!z-" eet USE 4 1/8' FOR HV"P LOCK W/ USE INDICATED VALUES FOR HV CENT TES. 135 7'-7" W-2" T-4' 6'-6" 135 6'-11" 6'-2" 135 7'-9" 7'-9' (4)Go To ANCHOR SCHEDULE WITH FINAL 140 7'-5' 5'-it' 7-3" e- 140 6'-10' S'-11" 140 7-7" 7'-6' MAXIMUM ALLOWABLE SPAN ANO NEGATIVE TO INSTALLATION LEGEND 145 7'-3' `5-9' T-1' 6'-0' 145 6'-V 5'-9' 145 7'-5" 7'-3' RETE DESIGN MAXIPRESMUM NC RATING CI DETERMINE MAXLMUM ANC140R SPACING. 150 T-2' S'-T 7'-0" 5'-10' 150 6'-T S'-T 150 7'-4' 7'-0' CONCRETE&I4ANSOIT WOOD 155 7'-O' 5'-5' 6'-70' S'-8' 155 6'-6" 5'-5' _ 155 7'-2" 6'-9' 160 6'-11" 5'-2' 6'-9' 5-8' 1 ISO 6'-5"- 5'-2' 160 7'-1" W-7" WALL A, B, C, D. E, M. N.0.P.0, R. 165 6'-10" 5'-1' W-8' V-4' 165 8'-3" 5'-1" 165 7'-0' 6'-4'- MOUNTING F. K & L N&V. 170 6'-9" 4'-11" 6'-T 5'-2" 1%0 W-2' 4'-11' 170 6'-11" 6'-2' O MAXIMUM SHUTTER SPAN 'L+"OR 'L-"FOR 175 8'-7' 4'-9" 6'-5' 5'-0' 175 6'-1" 4'-9' 175 W-9' 6'-0' INSTALLATIONS INTO WOOD SHALL BE UNITED TO 105 FLOOR/CEILING G. H. 1, 11 & J. T, U. W & X. psi. AS.D. DESIGN PRESSURE RATING MOUNTING 180 6'-6' 4'-8' 6'-4" - 4'-10' 180 6'-0' 4'-8" 180 S'-10' 185 8'-5' 4'-B" 6'-3' 4'-9" 185 V-11" 4'-6" 185 6'-7' 5'-B" t H.V. CORNER CENTEFIMATE)l3 MAY BE V 190 8'-4' 4'-5" 6'-2" 4'-T 190 5'-10' 4'-5' 190 6'-6" 5'-6' USED AT ALL MOUNTING INSTALLATIONS.LOCKING l 1 1 H ♦ B LA D E 195 W-3" 4'-3' 8'-i' 4'-8" 195 5'-9" 4'-3' 195 V-5" V-5' SPECIFICATIONS SHALL BE AS INDICATED ON \� 200 6'-2' C-2' 8'-0' 4'-5' 200 .•i-9" 4'-2' 200 6'-4" 5'-3' Mµ"TOT��NDIVON,#2 N(iTE/54 SHEET 5- • zos 6'-0' 4'-1' 6'-0' 4'-3' 205 S'-8" ♦'-1' • • • FLORIDA BUILDING CODE(High Velocity Hurricane Zone I • •• • • • ••• • ®2015 EASTERN METAL SUPPLY,INC. I N T ` :J� SF.•� - .. .. .. . . .. BERTHA HVL+ No.44167 C O 111c. A■S■S.A■ Accordion Shutter System V.BIDE 1 W/OR W/O H.V.WIMIN BLADE&N.V.BLADE e • • ••• • • Amerlean Shutter Systems REV.Ne DCSCRIPIION DATE DRAWN M': M.L. OF T •�� NaII TT TESTING dc.EN6 EWG COMPANY • .• - i"'. • •AO§iafOn. Inc. 1 an 71-195 04/10/13nATe a/m/1s W.36th.SL.s1.. dfhawn 5,nDraa4 ; '•. �y Q;:'• :(305)677- Fa::( i*I-15A • • k'i8 Mpstetoaas Drive 2 DRAWING No �i(` ''•.`DRO•' 44 a-mon: • • West*air*Beech, FL 33407 5 FSSAn.�.\. 4 IEE EEOL t9 • 000 Phone: (800}432-2A4 Fax: (581)209-8380 4 15-079 ,.� ,..{ Rte— 1 WALTER A TILER Jr.P.E. P.E.JC/�l/a"t�A}L� f � FLORIDA Ue./44167 s 12 SHEET 2 • •• •• • • • •• •• �'AYIMUM A! LORA SPACING (jpa SCHEDULE FOR A GNEN MAX- SHUTTER SPAN_ ANCHORS SPACING EGFa1D DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTAL i ATIONS (SEE MouN INGS A%C,0 NO F ON SHEET 6) TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY BLUE TAP .. POURED CONCRETE TAPPER+ �. A WALL AWUNIING A WALL HEAD MOUNi1NC (P)WALL SNl NTING D WALL SILL OUNTING C k WALL H610ER/SILL SPAN W/ W ®WALL HEADER MOUN/1NG W W/ MOUNTING (R) A.S.D.DESIGN N THE LEUD ASD.DF51GN TIVE LOAD ASA.DESIGN NEGATNE LOAD D.DESIGN NEGATNE lD4D ASA. _ NEGATNE LOAD _ ASD_^OESNYI NEGA7NE I.P4D of 30 1 40 100 ;75T-9-01120 180 205 30 40 160 175 90 120 160 205 30 40 00 75 90 120 160 205 30 40 60 75 90 120 160 2M 30140150 75 90 120 160 205 30 40 60 75 90 120 160 203 3--0- 14 12 10 9 8 B 8 6 14 12 10 9 a 6 0 1 1 10 0 8 6 B 12 10 D B 12 10 9 6 a e 5.6 8 0 8 8 8 7 OR LESS 14 12 10 9 8 8 8 5 14' 12 10 9 0 8 6 6 14 12 10 D e e e 6 1{ 12 10 9 8 0 5 3 14 12 10 9 6 a 6 6 8 6 B B a 8 8 6.5 14 12 10 9 6 8 6 n 14 12 10 9 a 8 5 6 14 12 10 9 E 8 6 0 14 12 10 9 6 8 0 - 14 12 10 9 0 B 0 e e n a 8 8 B 8 7 4-0' 14 12 10 9 8 8 8 4 /4 12 10 9 6 0 6 B 14 12 10 9 a 8 6 6 14 12 10 9 8 7 - - 14 12 10 9 0 7 SS _ 0 B a a 8 7 35 4 14 /2 10 9 8 9 45 - 14 12 10 0 9 6 6 4 t4 12 10 9 8 8 6 6 14 12 10 9 8 8 - 14 12 10 9 a 8 6 a 6 8 8 8 6 65 5 * SEE ANCHOR 14 12 10 9 a 8 6 { 14 12 f0 9 a 8 6 6 14 12 10 9 a 0 6 6 14 12 10 9 8 6 - 14 12 10 9 8 8 8 - 8 8 8 a 8 8 7 SS SPEanCATIONS 14 12 10. 9 8 8 45 - 14 12 10 9 8 6 6 J_S 14 12 10 9 B 8 6 6 14 12 10 9 7.3 - - - 14 12 10 9 7.5 SS - - 6 a a a 7.5 SS 4 3 ON SHEET 14 14 12 10 9 B 6.6 - - 14 12 10 9 8 6 45 - 14 /2 10 9 e 8 6 5 14 12 10 9 a 3 - - 14 12 10 9 0 7 - - 8 a 8 8 8 7 S 4 14 12 10 9 8 e 4 - 14 12 10 9 8 6 8 3.5114 12 10 B 8 8 5 6 14 12 10 9 8 - - - 14 12 10 9 0 7.5 - B 8 8 8 8 7.5 S5 6-0 14 14 12 10 9 a S9 3 - 14 12 10 9 8 8 45 - 14 12 10 9. B 0 6 6 14 12 8S 7.5 L - - - 14 12 95 7.5 0.5 3.5 - - 0 6 0 75 6.5 4.5 35 14 12 10 9 8 3 /4 12 10 9 6 0 14 12 10 9 8 8 5.5 3.3 14 12 10 9 4.5 - 14 12 10 9 75 4 - 0 a a 8 75 55 4 3 14 12 10 9 8 5 - 14 12 10 9 a 6 4 14 12 tO 9 a 0 6 55 14 12 -10 9 5 - 14 12 10 9 9 4.5 - - 0 8 8 0 8 8 45 - 7,-0. 14 12 10 9 8 4 - - 14 12 10 9 6 6.5 3 - 14 12 10 9 8 B 0 - 14 12 8 45 - - - - 14 12 8 85 3.5_ - - 8 a 8 85 SS 4 3 f4 12 10 9 45 - 14 12 10 9 8 4 - 14 1Z 10 0 a 7 4 14 12 10 55 - - 14 12 10 0 6.3 - - - 6 a 8 a 65 5 3.5 - 14 12 10 9 7-5 75 - - 14 12 10 9 8 5 14 12 10 9 a 8 6 14 12 10 6 - - 14 12 10 85 7 - - a 6 9 6 7 5 4 - 8._O- 14 12 f0 9 53 3 - - 14 12 10 9 8 4.5 - - 14 12 10 9 9 0 - - 14 11 7 - - _ - - 14 11 7 55 35 - - - 6 8 7 5.5 45 3.5 - 14 12 10 5.5 3 __ 14 12 1D 9 a 14 12 10 9 B 55 - 14 12 05 3 - 14 12 65 7 -4 - - - 8 a e 7 S3 4 3 t4 12 10 9 S - - - 14 12 10 9 8 4 - - 14 12 10 9 0 8 - - 14 12 95 - - - - - 14 12 VS 7.5 45 - - B 8 B 75 8 45 - - •SEE LIMITATIONS OF USE FOR 9,-0. to 12 10 n5 4.5 - - - 14 12 f0 9 7.5 - - - 14 12 10 o a - - - 13 95 4 - - - - - 13 95 65 3 - - - - e a 65 3 4 s - - RUDE 11)ON$HEE7.28 14. 12 65 4 14 12 10 9 45 - 14 12 10 9 7.5 - I{ 11.5 45 - - 14 115 7.S 6 - - - - 0 8 75 a S 4 - - 14 12 10 6 4 - - - 14 12 10 9 7 14 12 t0 a a /4 12 S - 14 12 8 55 - - - - a a a 6.5 65 4 - - 10-0� 74 12 95 5 35 - - - 14 12 10 9 55 - - - 14 12 10 B e - - - 15&S - - - - - - 15 8D 5.5 - - - - - a a SS 45 3.5 - - - 1{ 12 SS 3 - 14 12 10 6 3 t4' 12 10 9 6 - 14 O5 3 - - - - 14 105 7 3.5 - - - - 8 B 7 55 45 33 - 14 12 9 4.5 3 -- 14 12 10 9 S 14 12 10 1 9 8 14 11 - 14 11 75 - - - - - 9 6 75 8 3 - - - 1V-0" 14 12 7 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 05 B - - - - - - O5 a 3 - - - - - 8 8 5 4 3.5 - - - 14 12 4 14 12 10 - 14 12 10 - 25 95 - - - 25 95 6 - - - - - 6 8 6 S 4 2 14 12 65 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 35 f0 - 14 10 7 - - - - 6 8 7 SS {5 - - - 12'-0" 14 12 5.5 - - - - 14 12 10 - - - - 14 12 10 - - - - - 95 7 - - - - - - 9.5 7 3.5 - - - - - 6 7 45 35 J - - 14 12 J 14 12 6 14 12 10 - 1.5 95 - - 1.5 5.5 4 - - - - a a 53 45 4 - - - 14 12 5 _ _ - - 14 12 10 - - - - - 14 12 10 - - - - 25 9.5 - - _ - - 35 95 45 - - - - - 8 6 6 5 4 - - - 13,-0• 14 12 - - - - - - 14 12 - - - _ - - 14 12 - - - - - - 9 4.5 - - - - - 0 65 - - - - - - 14 10 - _ - - - 14 12 - - - 14 12 - - - - - 0.S SS - - - - - 0.3 8 - - - - - - 8 a S 4 14 12 - 14 12 - - - 14 12 - 1.5 6 - 15 B5 - - - - - 6 8 e.5 4.5 - - - - 14•-0• 14 12 - - - - - - 14 12 - - - - - 14 12 - - - - 8 3 - - - - 8 6 - - - - - a 6 4 3 _ - - 14 7 - - - - - - 14 12 - - to 12 - - t0 4 - - 10 75 - 6 75 3 4 3 - 14 115 - - - - - - 14 12 - - - - - - ,4 12 - - - - - - 0.5 4 - - - - - - 0.5 a - - - - - - 9 8 5 4 = - - HV. BLADE OR \1/ HV BIDE 5•-0• 14 _ - - -- - _ - 14 _ _ _ _ _ - t4 _ _ _ - _ _ _ _ _ _ _ 7 _ - _ _ _ _ 73 S.S 35 3 - - 14 - - - - - - 14 - - i! - _ _ p - _ 9 - 6 7 45 35 3 - �y/ (q> HV WINDOW BIDE 14 - iL 10 - 1D - - - - - a 75 S - 14 - - _ _ _ _ - 14 _ 14 _ _ _ _ _ _ _ _ _ _ _ - _ _ 7 _ _ - _ _ 7 - 16•-0.14 - _- - - - - - 14 _ _ _ _ 14 _ _ _ _ _ _ _ a _ _ _ _ _ _ 8 - - - - - - - e 65 a 3.5 - - - - WORKING IN UNISON 14 14 - 14 - D.5 - - 95 - - - - - - B 7 •• ••• • • • • • •• • • • • • • • • • FLORIDA BUILDING CODE(High Velocity Hurricane Zone 411111f6 Tr ���� •• •• • • • •• •• 0 2015 EASTERN METAL SUPPLY,INC. `'(��•...f uit�;9__• .. . . . •• BERTHA HVTM JcFA S S` A Accordion Shutter System L E C 0111c. .V.BUDS 11 W/OR W/O KY.w1moW B H.V.BLADE12 ---��., American Silutfer ems REVA. VESCRWTWH DATE DRAWN er: M.L. • ••• • • * */ TICCIT TESTING do EN•INEERING COMPANY _ _•_ _ •s . am N.W.36M-St,S14.30.5 AGM&NOENS.FLdtM.�1 • •`70 1 on, Inc. i OLD 1x195 04/1o/1s DATE' a/l0/ts P1om:(305)871-15A.Fax:•(Sos)sl/t-t5� • • 4Zre8 VVpst odds Drive 2 DRAWING No Ofd,� e-m00:•tB-D.W.�6� • • West OOlrq Beach, FL 33407 3 4 '•.!20RIOP 0..' E$�*719 • ••• Phone: (641))132-220 . Fax: (561)209-8380 15-079 WALTER A nu1T Jr.P.E. SHEET ti'ir _-pF/L11y�t /((t FLORIDA tic./44167 28 6 13 OF • •• •• • • • •• •• ••• • • • ••• • • • *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NWATME IOM AND A OOfURIMMG MOLpiq TYPE FOR GDNCRETE MSTALIATM (SEE MOUNiWOSS G G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED GQNCWK (A) TO EXISTING POURED CONCRETE(Min.Fc-3 kst) ifA1WlY (g)WALL SILL MOUNTING ©CEILING MGUNTING O.FLOOR MOUNTING - 1/4.9 TAPCON WITH ADVANCED THREADFMW TECHNOLOGY ANCHORS AS MANUFACTURED BY I.T.W.BUILDEX.(Win.fo-3 ksl) 5Pµ _ 1/4.0 x 3/4"ALL POINTS SOLID-SET ANC ORS.AS DISTRIBUTED BY ALL.POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.Vc-3 W([y ASD.DESIGN NEGATWE LOAD AS.O.DESIGN NEGATIVE LOAD A.S.D.DESIGN NEGATIVE LOAD TAPCON WITH ADVANCED - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Mn. Fc-2 kd) 30 140 180 175 90 120 160 205 30140160 75190 120 160 205 30 140 1 ao 75 90 120 180 205_ THREADFORM - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND D61TU M BY ALL POINTS SCREW,DOLT&SPECIALTY _ 14 1 10 9 a e 6 5.5 14 12 10 9 8 6 6 6 14 12 t0 9 B e COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED*In THE.AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3'-0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14 12 10 B a 8 6 6 ALL PDMS SOLID-SET (Min.tc+•3 k9n DR LESS14 12 10 9 a 8 6 6 /4 12 10 9 a a 0 6 14 12 10 0 0 8 0 S BLUE TAP W/GAP NOTES: 14 12 l0 9 8 8 6 14 12 l0 9 e 0 0 6 74 1T 10 8 0 a e 6 TIPPER+ A1) MIMMUM EMBEDMENT afro POURED CONCRETE OF TAPCON WRH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS S 14 12 10 9 8 7 53 33 14 12 10 8 8 a 6 0 14 12 10 8 8 0 6 3 1 3/4 AND FOR BRIE TAP W/CAP ANCHORS IS 1 1/2 4'-0' _ _ _ _ _ _ _ _ _ _ _ _ 14 12 10 9 8 8 6 33 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4•Al POINTS SOLID-SEr ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 6' 4 14 12 10 9 8 8 6 t3 14 12 10 9 8 6 4 35 INTO Stucco SMALL BE PERMITTED. t/4.9-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD Stucco EXIST,AND 14 12 10 9 8 8 6 45 14 12 10 9 8 8 6 35 14 12 10 9 8 B 6 45 ♦SEE A01oN5 OF USE FaR 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 7.3 SS 33 - 14 12 10 9 a 0 0 S /4 12 10 9 a 7 55 L � �ON SM 5'-0' - - - - - - - - - - 14 12 t0 8 0 a 0 43 A.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 1s 12 10 9 6 7 4 -1, 12 10 9 8 6.5 5 1 14 12 10 B 65 S 3.3 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WNL.FNISIES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 f0 9 0 75 43 - 14 12 10 9 0 8 6 AL3 74 72 10 B 8 6 4.5 75 NOTES At)&A2)ABOVE.FOR INSTALLATIONS ON VIII SKIING OR ETES W1IF4 OR WfTHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14 12 9.3 7.515.5 43 - - 14 12 10 9 8 7.515.5 a 14 12 t0 9 6 6 4.5 J5 INSTALLATION INTO HOFS WITH METAL STUDS SEE SHEET 28A 6'-0' -. - - - - - 14 12 10 9 8 63 S 33 14 12 10 9 75 5b 3 - 14 12 10 0.5 7 55 4 3 14 12 8 OS Sb 4 3 (B) 10 EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 f0 9 8 6 - - 14 12 10 9 8 6.5 S .T3 74 12 10 E 9 8 4 - - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 8 0.S 55 3 - - 14 12 10 B 8 6.514.5 3.5 14 12 10 6 7 5 3S 3 - 1/4"0 x 3/4•ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7,-0, _ - - 14 12 t0 9 75 55 4 3 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC 74 12 10 6 05 4 - - 14 12 9 73 0 43 15 - 14 OS 7 53 43 35 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 iT 10 83 7 4 - 14 12 10 9 75 SS 4 - 14 12 8 7 75 43 - - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,NC. 14 11 7 sb 15 - - - 14 12 10 9 73 5.5 4 - 14 12 9 7 6 4.5 3 - NOTES: 8'-0' - - - - - - - - - - - - - - - - 14 12 10 B.i)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TM W/GOP ANCHORS MD TAPPER+ANCHORS IS 1 1/4'AND TAPCON WITH 14 12 65 7 85 3 - - 14 13 6 6.5 S.9 4 3 - 25 93 6 5 4 S - - 14 12 93 75 e - 14 12 9.5 0 6.S S 1a t2 8 6 8.5 l - - ADVANCED THREADFORM TECHNOLOGY ANCHORS S 1 13 9.516.5 5 3.3 - - - 14 12 10 8 65 S - - 14 12 8 &5 5 4 - - 6.2)MINIMUM EMBEDME14T OF 1/4'0 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EMBEDDED NtO THE CONCRETE BLOCK NO 9'-0' - - - - - - - - - 14 12 e5 7 55 a _ _ EMBEDMENT INTO STUCCO SWM.BE PERMITTED. 1/4.9-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 11.5 75 8 4 - - - 14 11 7 53 5 3.5 - - 11 8 6.5 4.5 13 14 12-1-t-164 a5 - - 14 12 95 7 SS 4 - 14 tO3 7 15 6 IS - EXIST,AND 1•MINIUM FOR WAILS WITH NO STUCCO: [14 05 53 4 - - - - 14 12 9 7 6 4.5 - - t4 11 7 5.6 45 3.5 - - a3)N CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. t0'-O" - - _ _ _ - _ _ _ 14 12 8 6 8 4 = _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 10.5 7 5 15 - - 13 93 &5 _5__L 3 - - t0 75 5 4 3 NOTES B.1)&8.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER 11 75 S5 - - 14 1.5 9 6 5 4 2.5 93 6 5 4 4 '-� - FOR INSTALLATION INTO E.iFS WITH METAL STUDS SEE SHEET 28K 0 3 - - - - - 14 12 8 6.5 55 4 - - 13 10 6.5 S 4 3 - 11'-0" - - - - - - - - - - - �74 103 7 SS 4.5 3.6 = - (c) ANCHORS SHALL BE V4STAIFD FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 95 5 - - - - - 12 9 6 45 4 3 - - 9 7 4.S 33 3 10 7 - 14 103 7 55 4.5 - 1b 63 55 4b 75 - - - (D) SEE SCHEDULE BLOW FOR EDGE DISTANCE(E.D)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 7 43 - - - - - 14 n5 7.5 0 S - - - 12 9 6 4.5 4 - - EDGE DISTANCE VERL FOR ANCHORSz 12-0• - - - - - - - 13 10 65 S 4 - - 1S 0.5 A5 - - - _ - 11 9 5.5 4 &5 - 8 6 4 3 MAXlWM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES KWATED BELOW.FOR E 0.LESS THAN THE INWATED,REDUCE SS D.S 0 _ _ _ - 13 9b 63 5 4 - Ob 6 S 4 _ _ _ _ _ ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FDUDWINC FACTORS- f3_5 6.5 - - - - - - 14 03 7 SS 45 - - 11 63 53 4.5 J.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHR.NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE - 12 9 e u 4 _ _ _ FACTOR t3'-0" Os a - - - - - - 10 73 5 4 3 - - - 73 53 4 3 - - - - �L' W/ADVANCED TWIFADFOIW TAPPER + TS 6.5 - - - - == 12 9 6 45 4 - - - 9b 7 5 4 - - - �+EALL PORIT SOW T BLUE TAP W/CAP [7.5 6 - 13 93 8.5 S - OS 75 5 4 - - - - BY BLADE 0 DICTANCE MIN.SPACING WH SPAGNG 11 0.5 55 4.5 - E.D. 3' 4• MIN, SPACING-J 1/2' MIN.SPACING-3" }3/4' 4' 14'-0• - - - - - - - - - - - - - OV BLADE POUiD CONOM ODIDETE 0 POURED CONCRETE& POURED NCRE7E& POUIED WNOEIE O NOM SOCK 75 - - - - - - 9 7 4.8 J.S - - - - 7 s 33 3 - - - - CONCRETE BLOCK CONCRETE BLOCK9 65 a5 - - - - - Q MN ED•3 1/2' MN ED.•2 1/2' M/L EO.3 1 MK M..V IOL FA•3 1/2' III E8.2 t- - - - - - - t2 9 6 - - - - - 9.5 7 43 - - - - - 3' 0.90 1.0 0.78 1.0 0.84 1.0 -o• - - - - - - - 5 - - BLADE WORKING z 1/2• Dai 1.0 - - 0.67 1.0 65 4 - - - - - 6.s 5 3 - - - - IN UNISON ♦e3 6 4 - - z' 0.71 - - - a5t_ _53 9 6 4 1 3/4'16'-0• - - - - to 3 8 - - - - - 1 1 2' _ _ - - 0.35 4 - - 6 4.5 3 - - Aj1/L • 0S - 5 - - 8 0 4 - • • • • • • • • • FLORIDA BUILDING CODE(High VelocityHurricane Zone 41` _ • •• • • • ••• • ®2015 EASTERN METAL SUPPLY. INC. 4E V � f ' ' ' • ' BERTHA HVTM o g4�61 % IL E C O �N�. A■S■S■A■ Accordion Shutter System }� �y .v.RuoE#t w OR w o N.v.wor MADE )Lv.etAOE# ' • ••• • American Shutter Systems REVA. DESCRIPTION DATE DRAWN BY: M.L. TINT TESTING R ENGINEFjtING CDMPAryT • •1adCHslion. Inc. - --t OLD U-195 - 04/10/15 CNTF• D4/10/15 .,F'}�B�`•,•vM'r:-•_. WW N.W.JM SLS Sk.305.•IROMAWARDTNS.FLORIO4.31 • • • S� 8 es Road. Drive i L Phone':(305)871-15Io.F4c•(3wXan-iJi • • W al� Bach• FL 33407 J DRAWING No e-mail Uteco•4ol•at1 • • •P �FFSSI �►� 'A ©-~719• •.. It.: (PNd432-2y14 . Fax: (561)209-8380 4 15-079 •�1 t'-H� WALTER A T1WT Jr.P.E. P.E. SURE/DATE FLORIDA Lie./44167 5 SHEET 6 14 0 28 ••• • • • ••• • • MAMMUM AASCHOM SPACING an.)S`HMI.IL FOR A GIVEN MAX, SFILrrER SPAN._A.S.D. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE I (SFE MOUNtNGS 1,J,K At L ON SHEET 7) POURED SIE ANCHORS SPACING I FGEND Q)WAIJL OVER h ID TRENCH Oj RAINGUARD MOUNTING 1 ®WALVFUDOR MOUNTING ©WAUL ALK OVER MOUNTING - NTI TAPCON WITH ADVANCED 'Sp(A�N AS.o.DESIGN NEGATIVE LOAD(P+h ASD.DESIGN NEGATIVE IDAD(D•>) A.&D.DMGN NEGATIVE LLID(ptO AS.O.OESMN NEGATIVE LOAD THREA.OFORM TECHNOLOGY A. 40100175 90 120 160 los 30 40 60 75 90 120 160 2M 30 40 60 75 eD 120te0 30 40 80 75 90 120 780 205 ALL POINTS SOLID-SET 14 12 10 9 6 8 6 1 13 12 1 7 7 7 3 3 5 5 S 3'-0• 11 12 f0 9 8 a 8 a 12 12 12 12 1T 12 85 7 7 7 7 7 7 7 7 7 s a 5 5 -S 5 5 5 BLUE TAP DMR74 ix 70 9 8 a e a 12 12 12 t2 03 e 6 4.5 7 7 7 7 7 7 7 65 5 5 3 S 5 S 3 5 TAPPER' 14 12 10 9 8 8 8 6 12 12 12 I2 12 10 75 8 7 7 7 7 7 7 7 7 3 3 3 3 S 5 5 S 14 12 10 9 0 a 6 6 12 12 12 12 1.5&5 65 5 7 7 7 7 7 7 33 4 3 S 3 S 3 3 3 4 4'-0• 14 12 10 9 6 0 9 6 12 12 12 12 12 95 7 5.3 7 7 7 7 7 7 7 7 5 6 5 5 S 5 S 5 14 12 10 It 0 8 5 6 12 12 12 95 B 6 43 35 7 7 7 7 7 7 65 S 5 3 8 S 5 5 5 5 14 12 10 9 0 8 6 6 12 12 12 12 10 7.S a5 4 7 7 7 7 7 7 7 &5 S -d- 14 3 a 3 5 5 3 14 12 10 9 a 8 6 6 12 12 12 11 9 7 S 4 7 7 7 7 7 35 4 3 S 3 3 5 5 5 4 3 5'70• 14 12 f0 9 0 6 8 6 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 7 S 3 0 S 5 S S 5 14 12 10 9 6 8 e e 12 12 BS 7.5 0 4A 3A 7 7 7 7 7 J 5 3b II 5 s 5 S 3 S 4 • SEE ANCHOR 14 12 10 B a a B 6 12 12 12 95 B 6 43 - 7 7 7 7 7 7 a5 4 S 5 3 S 3 5 5 4 14 12 10 9 8 a 6 6 12 12 1.5 9 75 5.5 4 3 7 7 7 7 7 4.5 3.5 - 6 3 3 5 5 45 35 - SPECIFICATIONS 6'-0• 14 12 10 9 8 8 6 6 12 12 /2 10 a 8 4.5 3.5 7 7 7 7 7 7 7 7 5 5 S 5 5 5 5 5 ON SHEET 14 14 12 70 9 0 0 8 6 13 12 8 0 3 4 3 7 7 7 7 7 5,5 4 3 S ! 5 5 3 4 3 14 12 10 B 8 0 8 8 12 12 10 0 85 S .75 - 7 7 7 7 7 6 45 - S 3 S S S a 4.5 - 14 12 10 B 8 8 6 8 12 1T 10 0 65 3 35 - 7 7 7 65 55 4 - 5 5 3 S 5 { -A- 7--0- 14 12 10 0 S 8 a 6 12 12 12 &5 7 S 4 3 7 7 7 7 7 7 7 a 5 S 3 3 3 5 5 S 14 12 10 0 6 B 6 6 12 10 &S 5 45 3 - - 7 7 7 7 65 S a - S 5 5 3 5 3 35 3 1♦ 12 to o e a n 6 12 12 es 7 s5 4 - 7 7 7 7 7 s s a a s VALID ONLY FOR UP TO +70, -75 u u 10 9 e e a - tz tz a3 7 35 4 3 - 7 7 7 55 45 3 - s s ! a 43 75 - - PSF A.S.D. DESIGN PRESSURE 8'-0• 14 i2 10 9 a B 6 - 12 13 &5 7.5 B♦`5 S.5 = 7 7 7 7 7 7 7 4 S 3 5 3 5 5 S 5 RATING & FOR SPANS PER 14 12 10 9 a a 6 - 1z 9. 5 45 4 3 - - 7 7 7 7 &5 4 - - 5 5. 5 5 5 4 3 - SCHEDULE #4, SHEET 12 14 12 10 9 0 8 e - 12 It 73 8 S 75 - - 7 7 7 75 6 4.5 - S 5 S S S LS - - 14 12 10 9 8 6 - 12 1_5 75 6 3 35 - - 7 7 6.3 S 4 - - - 5 3 S 5 4 3 - 9,-0• 14 12 10 9 a S - - 12 12 93 0.3 1 55 4 3 - 7 7 7 7 7- 7 0 3 S S 3 1 3 5 5 5 5 14 12 10 9 a 0 ioz aS 4 35_ - 7 7 7 6 S 3LS - 5 5 3 0 3 4 3 ,4 12 10 B 8 a - Ti-10 65 S 4.57 7 7 65 SS - - S 3 3 3 5 4 14 12 10 9 a a - 13 10.3 7 5.5 45 3.5 - 7 7 65 4.5 35 - - 5 5 3 45 35 - 10'-O ,4 12 10 B a 8 - - 12 11 a3 9 5 35 - - 7 7 7 7 7 7 45 - 5 5 5 S -5 S 1 3 14.51 14 12 111 B a a - 93 7 43 3.5 3 •- 7 7 7 6.S !-.5- - - - 3 5 5 5 45 &5 - - 14 12 10 9 B 8 - 12 9 8 5 1 7 7 7 6 S 5 5 S 45 5 - - - 14 12 10 9 a 8 12 95 5 B 4 3 7 7 3 4 3 - 3 3 S 4 3.5 - - 11'-0 14 12 10 9 9 9 - - 12 10 7 SS ,5 3.5 = - 7 7 7 7 7 7 !.5 - S 5 5 5 S 5 5 4 14 12 10 9 6 6 - - d5 63 4 33 3 - - 7 7 8 5 { - - 5 S S s 4 J - 4 ,{ 13 10 9 6 6 - - „ e 53 , _ _ _ _ 7 7 7 6545 - - - 5 b 5 3 ,.5 - - - � HV BLADE ONLY f 4 12 10 B 8 15 15 35 4.5 3-5 - 7 7 {3 3.5 - - - - a 5 4.5 35 3 - - - 12'-0 f1 12 10 8 1.1-7- - - 12 95 &S 5 4 3 - 7 7 7 7 7 6 3 - a 5 3 5 5 5 45 33 14 12 10 B 8 8 6 { 3 - 7 7 55 45 3.5 - - - S S S ♦5 4 3 - 11 12 10 9 6 10 75 S 4 7 7 a t_ - - - 3 S 3 3 4 - - - 14 13 10 B e 0.5 8 S 4 3.5 - _ 7 &5 4.5 3.5 - 3 S 45 33 3 - - - 13'-0 14 12 10 9 e� - - - 75 85 6 4.5 3.5 3 - 7 7 7 7 7 45 - - S S 5 3 S 3 45 15 14 12 10 9 8 7 45 35 3 7 7 S 4 3 5 - 14 12 10 9 8 - - - 9 7 4.5 75 - - _ - 7 7 55 45 - - 5 S 3 43 4 - - 1♦ 72 10 8 10 73 3 ♦ 3 7 8 4 3 - - 5 S 4 3 - - - - /4 1Y 10 &5 6 S5 { 3,5 - - 7 7 7 7 7 4 - - 5 3 ! a3 5 4 3 14-O•'14 12 70 9 - 65 5 3 7 7 S 3.5 - 5 5 3 - 11 12 10 G - _ - - a5 85 4 _ _ - - - 7 7 S { - 5 0 3 4 - - - - 1{ 12 10 - - - - 9 7 45 3.5 3 i-75 35 - - - - - 5 5 35 3 - - - F,4 12 10 - - - - - f0 7.5 ♦ 3 - - - 7 7 7 7 7 33 - - 3 5 6 5 5 5 4 3 ^ 15'-0•14 12 10 - 6 45 3 --- 7 7 43 3 5 3 4.5 3.S - - - - 14 11 70 - _ - - - 8 6 4 - - - - - 7 7 3 - - - S S S 4 - - E12 10 - - - _ - a5 &5 4 3.3 - - - - 7 5.5 3.3 - 5 3 &5 - -16,-0. 10 - - - - - 9.5 7 45 35 3 - - - 7 7-7y 7 6 3 - - 5 5 5 S 5 45 3510 - - - - - 6 4. 3 - - - - - 7 634 - - - - 3.5 - •• • • • • • •• 10 _ _ _ _ _ 7,y'&�' 3 - - - - - 7 7 - - - - - 5 s 45 - - - - • • • • • • • • FLORIDA BUILDING CODE(High VelocityHurricane Zone IILLIQ ; •••••• • • Americcn Sm 2015 EASTERN METAL SUPPLY,IN C. . BERTHA HVT. stem/ Accordion Shutter System Ti7L=EcoNc- O S S A V.&ADE!1 W D(W 0 HVWNDOW& SE d H.V.BADE 1Fhut1er Sy3fems REY.N. DESCRIPTION DATE DRAWN BY. M.L TILLIT TESTING & ENe1NEEWNG COMPANO • • / - IQ OnA'dna. - -1 OLD 11-195 04/10/15 DATE. 04/10/15 6M55 N.W.36M.SL,St..305, •NDEN3.KOROA.016 • • __ _ ,� ,.. _ -_ *'•.,� `� � P,:? . r Dads Drive t7 �' Phone (305)871-15Jb.Fo.!(3os)101-15,1 • • '� 2 DRAWING No i0•• �qO••'••Fl••.•7�\ �(.G,1A West QOlry 0,Wch, FL 33407 3 ES"M719 • ••• (hone: (8160)132-2204 , Fax: (561)209-8380 4 15-079 WALTER A WIT P.E.' 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MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A S n' DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) :S3 U FEB :S:;; -I- FEAT E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MAXIMUM SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS (1() M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS P & Q W & X W & X W & X k.S.D.NEGATIVE DESIGN LOAD D.NEGATIVE DESIGN LOAD WtS.D.NEGATIVE DESIGN LOAD(per kS.D.NEFATNE DESIGN LOAD A.S.D.NEGATIVE DESIGN LOAD(p•i .NEGAINE DESIGN LOAD WrS.D.NEGATIVE DESIGN LOW 30 40 60175190 105 30 40 60 75 90 105 M.10 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 •-0'OR LESS 12 10 10 1 9 1 8 8 6 6 6 6 6 5 12 10 10 9 8 8 1 6 6 6 6 5 14 12 10 10 9 8 8 6 6 6 4.5 4 3 8 1 5 4 4 4 1 3 4'-0' 12 10 101 9 1 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 1 5 4 4 4 3 5'-0' 12 10 10 9 1 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 15 4 4 4 3 6'-0' 12 10 10 9 8.6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0' 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-0' 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 1 2 - 12 10 10 4 - 4.5 3 2 - - - 6 5 4 - - - 9'-0' 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - 6 5 3.5 - - - 10'-0' 12 10 7.5 4 - - S 14 2.5 2 - - 112 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - I- - 13.512.5 - - - - 6 5 - - - - 11'-0' 12 10 15.5 - - - 5 3.5 2 - - - 12 10 4 1- - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - - 12'-0' 12 10 14.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 12 10 - - - - 3 2 - - - - 6 5 - - - - 13'-0' 12 1() - - - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - - 14'-0' 12 10 - - - - 4 3 -_ - - - 12 7 - - - 3 2 - - - - 12 5 - - - - 2.5 2 - - - - 6 3 - - - - 15-0' 12 - - - - - 3.5 - - - - - 12 - - - - - 3 - - - - 1.5 - - - - - 2 - - - - - 6 - - - - - 1 16'-0' 12 - - - - - 3 - - - - - 12 - - - - - 12.51- - - - 11 - - - - - 2 - - - - - 6 - - - - t NATES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO MALI.FLOOR OR SOLID WOOD SOFFIT SHALL DE AS FOLLOWS: - 1/4Y TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED EN LT.W.MAJ)E)4 FIV BLADE 0 R H V BLADE W,� W/MINIMUM 7HRFADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18&19.EXCEPTION: SEE NOTE 2 BELOW. 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 19 AND SHALL CONSIST OF /'y HV WINDOW BLADE WORKING IN UNISON LAG SCREWS AS PER N.D.S.2012 SPECIFICATIONS 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: a S2 Ll M AT10N5 OF USE OF -SOUTHERN PINE 14M 2 W/G-0.55(N.DS) BLADE ON SHEET 28 -DOUGLAS FIR W/G-0.50(N.DS.) M -SPRUCE PINE FIR NORW/G=0.43(N.D.S) -SPRUCE PINE FIR SOUTH W/6-0.36(N.O.S.) -MIN.1/2•COX PLYWOOD(1986 APA) 4.ANCHORS;SHALL DE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AN/A��710Ni OF THE f• 000 • • ♦ • • •• ANCHOR'S MANUFACTURER. EEE • • • • • • • • • FLORIDA BUILDING CODE(High Veiocity, Hurricane Zone r All .L • •• • • • ••• • 0 2015 EASTERN METAL SUPPLY,INC. A�'43� J�EN.sF .�!_ ..: '.: •' 0 0 ••` BERTHA HVTM No.4067 ��% /► Accordion Shutter S stem * i� ECO INC. A.S. A.SNV.BLADE 11 W/OR W/O KV.WWW MADE&HV.BLOE • ••• • • .0•�. TILL)T TESTING & ENSINEERMNG COMPAN>f_, __• ARI:Ai E $on,r Inc. �I -OLD 11-19 _. 04ajAi0 Is DATE- 04/10/18 _ OJW N.W.36M.SL.St&=�yAIGRM&VENS,ARIDA*Ie • • Fn3 T ��0•• 1� Ph- (305)071-1�Jo F••:•(JOS)�1-15� • • ��X81�oad9 DnvD ! DRAWING No � •_n,yt;tiAeco•ad.r!!A► • t West ealrt•Oe•Dh, FL 33407 3 ''��V SIONA��,I' EB�719 • ••• PFtone: (80b)432-2204 . Fax: (561)209-8380 4 15-079 =�.���rF1�� WALTER A T81R Jr.P.E. P.E.SFAL/ST•GrIGE,�URE/DATE FLORIDA Ua./44167 8 SHEET c 16 OF 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAXIMUM ANCHOR+ SPACING (042) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) L--J B E + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1.ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 2 W/ MIN. G=0.55, FIR NORTH FIR SOUTH - 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W. Buten O UGLAS FIR W/ W/ MIN. G=0.43 W/ MIN. G=0.36 W/MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18& 19. MAXIMUM MIN. G=0.50 EXCEPTIM SEE NOTE 2 BELOW SPAN (ft) B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 2. LAG SCREWS,�ER N�2012 SPE CIIFFICA MOUNTING TYPE u.SHEET T9 AND SHALL CONSIST OF S &V S & V S & V 3.SUBSTRATE SHALL L CONSIST OF THE FOLLOWING: A.S.D NEGATIVE DESIGN LOAD('d SA.NEGATIVE DESIGN loAO(per ASD.NEGATIVE DESIGN LOAD -SOUTHERN PINE No. 2 W/6=0.66(N•D.S) 30 FZT60 75 90 05 30 40 160175 90 105 30 40 60 75 90 105 -DOUGLAS FIR W/C-0.50(N.D.S.) 3'-0"OR LESS 12 112 112 12 12 12 12 12 112 12 12 12 12 112 12 12 12 12 -SPIE PINE FIR NORTH W/6 (N.DS.) -SPRUCE PINE FIR SOUTH W/G-0.43.36(NA.SJ 4•_0• 12 112 112 12 12 12 12 12 12 12 12 12 12 112 12 12 12 12 -►HN. 1/2"COX PLYWOOD(1986 APA) 5'_0• 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 10 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 6'-0' 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 9.5 8 ANCHOR'S MANUFACTURER. 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 8'-0" 1212 12 12 12 12 12 12 12 12 0.5 9 12 12 11 8.5 7 7 9'-0" 12 12 12 12 12 1 O.E 12 12 12 11 9 8 12 12 9.5 7.5 6.5 6 10'-0" 12 12 12 112 1.5 9.5 12 12 12 10 8 7 12 12 8.5 7 6 5.5 I V-0" 12 12 12 112 10 8.5 12 12 1. 9 7.5 6.5 12 17. 8 6 5 5 12'-0" 12 12 12 1.5 9.5 8 12 12 10.5 8 7 6 12 11 7 6 5 4.5 12 12 12 0. 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 5 4.5 4 14'_0• 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15'-0" 12 12 11 9 7.5 5 12 12 88.5 16'-0" 12 12 0. 8.5 6.5 4 1.5 12 8 6 4.5 3 1 11 8 15.51 4 1 3 1- O HV BLADE ONLY .. ... . . . . . .. arrrr����"'��. • • • • • • • • • FLORIDA BUILDING CODE(High Yelocit Hurricane Zone) sAAA�'i'�:�,.G ,✓9:' a ': : o 0 � 0 2015 EASTERN Iva&suPPLY, AP .: . : : .. BERTHA HVT- Accordion Shutter Sy stem %o.4067 A,SS A VUE JI W/OR W/O H.Y.W40OW MADE&H.V.BLADE 12 a • ••• • • Amerkan Snuffer Systems REV.N" DESCRWWN DATE DRAWN BY. M.L Q TIL.UT_TESTING & ENS(NEEIIING COMPANY • • O OFA,-Inc: - - 1 - OLD n-195 04/10/15 DATE: 04/10/15 _T - - - �. - 4 y. .� •� A` ��/ 6355 N.W.3&n SL.Sb.JR5.*MM&RDFM,FLOIWA S • •��� _ -90 •, LUIi\�; \ , Ptwr�.:(3os)871-15J[!.Fax�(-101-15A • • 4Z et oads Drive DRAWING No a-mae:Utkecaeaw.L • • West @air,&8q•ch.FL 33407 3 'SFS (9M 1 EEW"719 • ••• IM one: (8M)132-22.4 . Fax: (561)209-8380 4 15-079 R,� WALTER A TILLM Jr.P.E. P.E.SEkf9Kx&k'wftE/'&TE FLORIDA lic.a 44167 5 SHEET e 7 0F 2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & ci�1A HV* BLADES (AS APPLICABLE) Ilex SHUTTER SPAN L+ OR L- FOR IN_ST_A_LL_ATIONS INTO WOOD WITH HV BLADE In ONLY SHALL BE L T O DESIGN PRESSURE N 8 FOR MAX SPAN & 1/4•o TAPCON WITH ADVANCED DESIGN -PRESSURE RATING FOR INSTALLATION WITH BLADE 1 NISON,. THREADFORM TECHNOLOGY `V W/t 1/2'Min.PENETRATION 1/4'e TAPCON WITH ADVANCED _ OF THREADED AREA TO :f� THREADFORM TECHNOLOGY Eb5181G WOOD HEADER. !-. W/ 1 1/2'Min.PENETRATION 1 I 1 DR *.A ET 16) tX THREADED AREA TO MN SNP/Mi10N EXISTING WOOD HEADER. 1 70 MASS(� (SEE SCHEDULE ON SHEET I6) 1 am 12�E9ADE(1 O1•Nm. 1/4'0-20x3/4"5.5.MA(X1tNE SCREVrS EXISTING I1/4'-20 NUTS O 12'O.C. GLASS- 1@WALL IS�JZ �' --OPTIONAL_.-3.- WALL I _ �® \ 20 EXISTING MN. ^� %`'•' FINISH n HEADER REQlOO7RED i DR ®O "=i`{' EXISTING MIN. . 1 2'x4•WOOD 'x 1/4'0 TAPCON WITH ADVANCED " HNOLOGY EXISTING MN.SEPARATION I HFADER REWIRED _._n � OOMMinC PENETRATION CLASS- TO GU65(SEE MN.SEPARATION I ( 2"x4"CONT.SILL SCHEDULE ON ft1 TO CLASS PLATE REO'D. OF 7XDTH OF AREA O 12 FOR aME(l YH1 I EXISTING (SEE 5qEp MIDWIDTH Of WOOD PLATE. ON 2FORS��F®0R GLASS--•i ON SHEET 12) - (SEE SCHEDULE ON SHEET,.16) MO HV WALL HEADER INSTALLATION a OHY WALL HEADER INSTALLATION OO HV WALL SILL INSTALLATION - MIN.SEPARATION T MIN.SEPARATION 1 TO GLASS 1 GLASS 7!MIN.SEPARATION G TO GLASS 1 7 (SEE SCHEDULE TO GLASS 2'x4" 1-' _(S SCHEDULE ' EX�NGVeg.�l (ON HEEEETT 12 Y °"GI., -a ON SHEET 12) �. WOOD PLATE1 ON SHEET 12) : I S I 1/4"0-20x314"S.S. w REQ'D. 1 ,.�,- 1/4'e-20x3/4'S.S. 1 MACHINE SCREWS MACHINE W 1 ,tom ^ / T i USING 1/4"-20 NUTS WALL \ r`r` 1/4 .C. NUTS O I 1 Tr 12'O.C. M1 O 12"O.C.— I I FINISH I I I I I 1�._I I I ® r: 1 OR 1® OR 1 aR 1 1©OR 2"x4'COM. O' DR� WOOD PIAIE ( I -EO- --'Min. REOD. .:r.. 1'Min. .1/4-0 TAPCON WITH ADVANCED 1/4'e TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - 1/4'0 TAPCON WITH ADVANCED .h, THREAD FORN TECHNOLOGY ) :1" THREADFORM TECHNOLOGY W/ 1/Z"Min.PENETRATION OF ! 2'x4'CONT. W/ 1 1/2"Min. PENETRATION T1MtFADEO AREA INTO PLYWOOD. 1+�� W/ 1/2'Mi PENETRATION OF 1-SCF SHEET 4 FOR TYPICAL SILL pULTE OF THREADED AREA O (SEE SCHEDULE ON SHEET 16) THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. REO'D. L WALL MID'MOTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) 2-MOUMWG SECTIONS CAN BE " EXISTING MIN.2'x4•STUDS - COMBINED IN ANY WAY TO FINISH (SEE SCHEDULE ON SWEET 16) C1/2'MIN.COX PLYWDOD REO-D. PLYWOOD T.MAX.ATTACIT. TO 1/2"MIN.COX WAIL FINISH SUIT ANY INSTALLATION, NG MIN.2•x4'STUDS O 16.O.C.MAX.REO'D. STUDS IN ACCORDANCE WITH PLYWOOD REDID. ®HV WALL SILL INSTALLATION PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. •• ♦4FM 61MIT01ONS OF OF WITH SECTION 2322 OF THE F.B.C. SLAC*1AOON iHEFj O O O ©HY WALL SILL INSTALLATION IrrIFA • FLORIDA BUILDING CODE(High VelocityHurricane Zone ®2015 EASTERN METAL SUPPLY,INC. 4,1,,44�t•� • ..'OSE ", . . . . . . . . BERTHA HVTm 3 J wrol O S S A Accordion Shutter System IL ECO �N�. ■ `.�S • •Veric9it•$hk&VSystemV.�tDE{}1 W/OR W/0 N.V.WINDOW BLADE dL H.V.BLADE T7lL1T_TESTING & ENGINFIRIN4 COMPANY s REVAN DESCIDPTION DATE DRAM W. M.L _ • - •`- AssOelaftnt-Inc. 1 OLD 11-105 04/10/I3 GATE: 04/10/15 %yam/ Q N.W.351A.St.,Ste.303.MR11RAA GAK)W.F1ae04 33 • • • azra'11hsL�to(Es Drirc 2 �f FLO G Plwne:(3D5�7I-1530•Fox:(3w3Yv1-1631• • • • 3 DRAWING No "rQ .......... Va-moA:tin.* aem 6m• •• • West f.,.JR 13.%V FL 33407. FF$ �7�Nf�� TIL FB-0006716 Phone: (800)42-2204 . Fax: (561)209-8380 4 15-079 - � sinvii WALTER A TLLLIT Jr.P.E. P.E.SEAL)SIGfAHII(pjWf FLORIDA Lia/44187 s 'SHE F 28 Is • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (I HV & (iA> HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE (DONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSUREAT OR MAX SPAN 81( WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE x1 M WORKING IN UNISON 1/4-0 TAPCON WITH -- }'a ADVANCED THREADFORN -EO ---EQ —2'MIN. /-EDGE(IF APPLICABLE) TECHNOLOGY W/ 1 1/2'Min. WOO (Min.)EXISTING -- PENETRATION THREADED WOOD BEAM REQUIRED. r ?. ARrA TO EXISTING WOODOF EXISTRUCTURAL ADEQUACY HEADER. 1/4'0-20x3/4'S.S. O BE SCERnF1ED WOODTING EXISTING TRUSSES OORROD (SEE SCHEDULE ON SHEET 17) 1'Min. PHILLIPS SCREWS HEAD REGISTERED ENGINEER OR A I/2' ARCHITECT PF40R TO D.C.PREWIRED 19 Q' W/ 1/4'-20 NUTS SHUTTER INSTALLATION. O 12'O.C. 1/4.0 IAPCON WITH -1 OR 1 ADVANCED THREPOFORM EXISTING SOFFIT IECHNOLAGY W/ 1 1/2'Nis 3/4'Max.THIS. _250' PENETRATION OF THREADED Mux. AREA'10 EXISTING WOOD B 14x3/4 E EQ —I-x4-XI/8'CONT.ALUM.TUBE r ?: (SEE SCHEDULE ON SHEET 16) .M.s. (8063-T6 ALL"W/ 1 - O.C. I i t or or© (3)5/16.0 LAG SCREWS TO 1ma ,'"yid z;'�.• I I EACH RAFTE1t OR TRUSS. f or©or © LOCATE LAG SCREWS AT I I MIDWIDTH OF EXISTING WOOD , EXISTING IN 2'x4• 1 I I MEMBER(2'Nn.NOMINAL WIDTH) EXIGS'TISNC-'I HEADER REQb MIN.SEPARATION I .� OPEN HOLE AT EACH W/Y Min.P,EIRATION OF. L STUD TO ACCEPT �. THREADED AREA VALID FOR 1 (SEE SCHEDULE ON SHEET 12) I EXISTING I 5/18.0 LAG SCREW � INSTALIATK)N5 WITH 72 Def GLASS—i AT CENTER OF TUBE. MAX.A.S.D.DESIGN LOAD AND INC SEIVFAXINI 9'-0'MAX.SPAN.THIS 1 ( m(L�(9E I MN.4PVMtltl+ INSTALLATION IS ONLY VAUD m aA.4 FOR WOOD W/MIN.SPECIFIC HV WALL HEADER INSTALLATION �� B .w EXISnnc —I'�'co�* 50 I GRAVFTY OF 0. As DOUGLAS I aeiasQs�gGLASS�1°N FOR'm� 1 OR®♦ FUROR SOUTHERN PINE,No.2. ♦ 1 i Q'y OR EOUAL. ---OOR 11-S�EESFIEEf 4 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. T V CEILING INSTALLATION U FIV CEILING INSTALLATION __ ®♦ ,--- Ross(SIE 1 OR 1MIN.SEPARATION I 1 I---- MIN.SEPARATION ——— T I —/ — I f 12 (SEF SCHEDULE Jj I f TO GLASS EXISTING I M 9Efl m I ON SHEET 17) f� EXISnNG (SEE SCIIEDULE ON SHEET 12) GLASS\ I axTSQi a 0 f 1 1 cLtiss--f RNA 1 I I I I _•} ANC11W2 I I EXISTING 1 8 I I 1 WALL I LOCATION aro NX+ 1.1.!55--) I I -� I I DECK REOUIREDW 1 _ FINISH I I A?l 1/4' ©. 5 w. WIASHER4 HEAD TEX I (NO FINISH ALLOWED) II�1� ,f?nr_ 19 Mux. 1 SCREWS O 12'ox L_J i ::r:i•; 2•x6'WN.WOOD EDGE OF DECK DECK REWIRED(NO _ IF GE OF EC •'. 1 OR® FINISH ALLOWED) ---^ - ll\l\\ EO EO 1/4'0-20x3/4•S.S. EDGE OF DECK- 2, 1 '-- 1/4'0 F.H.TAPCON WITH 1/4'0 TAPCON WITH 1' PHILLIPS TRUSS HEAD IF APPLICABLE E ._,_... - ADVANCED THREADFORM ADVANCED THRFADFORM Min. TECHNOLOGY W/ 1 1/2'Min. MACHINE SCREWS OF FAD s�? TECHNOLOGY W/ 1 1/2'Min. W/ 1/4'-2O NUTS 2"MIN.— —2 MIN- DECK IF AREA PENETRATION OF TO CD 2'x4'CONT. PENETRATION OF THREADED O 12'O.C. _ APPLICABLE 2'MIN. PLATE. O MKIWIDTH OF WOOD SEL PLATE AREA O MOWIDTH OF WOOD 1/4-0 TAPCON WITH ADVA14CED IHREADFORM TECHNOLOGY—.- PUTS W/ 1 1/2'Min.PENETRATION OF THREADED AREA INTO WOOD (SEE SCHEDULE ON SHEET 18) RE00. (SEE SCHEDULE!Nle 17) DECK. (SEE SCHEDULE ON SHEET 16) ♦SEE UM ATIONS OF USE OF �( .• ••• . • . : oN 2e QX HV WALK—OVER INSTALLATION (V)HV WALL SILL INSTALLATION ®HV FAL QR I_tiST•AlL1ATION : : • • FLORIDA BUILDING CODE(High Velocity Hurricane Zone • • • i : :•i •. ®2015 EASTERN METAL SUPPLY,INC. •• ••• • • • •• BERTHA HV- �0!3 JG Sf A S S A Accordion Shutter System 1 I L ECO 1 N C V.BIAOE J1 W OR W/0 H.Y.wN)OW MADE h KY.MAX ,fli.L.lT TESTING & ENGINI�RINQ COMPANY -••'iT••eF{CQA�h r Systems gEV.Me LxscgiPRON OAT[ auwN BY: ML. _ ..� 3lt�s, • • �ild oh Inc. 1 OLD 11-195 04/10/15 DATE:` 04/10/16 3ft.St.Ra 305. TAR 3] _..�_ •'* U1 7 ,1 Pnorw:(Sos)671-1530:( ) r1T-q�sa31 • • •4268DWast M2ouls Orixe z ►M�E �7 T • DRAWING No A '. Q '? e-mat:�te�ayq�l.com West POWI BdbchPrL 33407 y 9 • FCOR�O ' td-oade7t9 •• Ph.P.: (80O)4SP 2204e!Fax: (561)209-8380 4 15-079 ,1 WALTER A.TRIA Jr.P.E. SHEET FLORIDA UC.i 44167 8 /rr 6 19 OF 28 • • • • • • • • • • • •• •• • • • •• •• w ( -T 11 * NOTES ON HD LOCKS AND CENTERMATES: O a®« ®a� ALrCRMIE 34.1nrwTlox 1. MANDATORY•CONDRION f 1: ONE 3 H.D. LOCK SHALL BE USED FOR ® ANY SPAN AND INSTALLATION AT,HEA DUTY SYMMETRICAL CENTERMATES, NY°H08 1 OR( + AND AT ANY ELEVATION. 4 H.D. LOCK MAY BE USED AS ( N0A AF( INSIDE AUTSIDE LOCK, ATTACHED © HEAVY DUTY SYMMETRICAL 34 CENTERMATES WITH (3) #8 x 3/8" LONG FLAT HEAD S.S. M.S. LOCKING >S s RODS ©ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. �a e S B a 2. MANDATORY COMMON if 2: LOCATION OF 3 H.D. LOCK SHALL BE AS zTZ INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". o H-D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" = F C ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER II II Dip THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF z SHUTTER. Kmeu 34 LOG s / 2 Zn II C vai 1 0 z Till I H III SEE END CONNECTION ' DETAILS 0NJ SHEET 24 TYP. FULL 1wn� HEIGHT. ®oil®o"(©}yp OR _ TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. •• ••• • • • • • •• 0 ••0 0 0 0 0 0 FLORIDA BUILDING CODE(High Velocity Hurricane Zone le" t1A P, ��' • • • • • ••• •• ®2013 EASTERN METAL SUPPLY,INC. 11,1�`c,•. - .✓9 _ .. 000 • • • . .. BERTHA HVTM A S S A Accordion Shutter System p A00" ;�( �. E�: N c. ■ ■ ■ ■ v.Ra 1 w/(OR W/O Itv.MN"BADE a H.v.BM 12 • •'Ap wricio h eJ Systems REv.R° DESD18Pm DATE DRAwN 8Y: N.L _ _ �. _ *• W-'TILLIT TESTING &-ENGINE,:RING COMPANY - — 0 • '• • Aas at n• Inc. 1 OLD 11 a/1D/1s .DATE. a/1n/1s • �{/ 6755 N.W.Sem.St.6b-3W,"R(fQA CN S.�"331 • • J 04268•Ast Roo4a Drive 2 �� P ? Pxoae:(303)871-1530*Fax:(3044JI-1531• DRAWING No �-•'•. �0:'�� e :'L tDa y°am• •• • West Pnrrr BeSch,41 33407 ; Z 0 .• —"OE8—aoo 7,H Phone: (8)0)434-2204 .•Fax: (561)209-8380 , 15-079 _ WALTER A TDlrr Jr.P.E. P.E D.41� FLORIDA Lk./44167 s SHEET e 21 OF 28 • •• •• • • • •• •• POURED CONCRETE ANCHORS } CONCRETE — SEE SCHEDULE ON 1/4Y-20x3/4'S.S. REQUIRED SHEET 26) MACHINE SCREWS USING ' 1/4'-20 NUTS O 6.O.C. POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 26) t- REQUIRED EDGE OF ' M.SEPARADON Wn. 1 10 GLASS E'O W D.-- AP IKiIB.E I ro O (YL SCHEDULE ON -' 18 ~ SHLET 25) (SFE SCHEDULE ON ___ SHCT 23) E705TINO i GWS I I I ��lp! 11 C - {Y YYYY EwSnNc 11 1 11 1 1 i{ s i f• CLASS 1 �DPiIONM. 11"—( I 1 1 { 1 1 I I EDGE OF EXISTING_y I I { �.� IF EDGE OF APPLICABLE{ APPLIE SLAB IF I APPLICABLE YIN.SEPARATION 1MIN.SEPARATION TO GLASS TO LASS ( Z -i(SEE SCHEDULE ON _ , ._ (SEE SC�OULE 25)ON SHEAT 25) W Z CONCRETE POUREDE 0.- SHEET I POURED FLAT HEAD CONCRETE ANCHORS REWIRED �GLASSSS \ CONCRETE (SEE SCHEDULE ON SHEET 26) FSEE SCNEOULE ON SHEET 226 REQUIRED ( ) ® HD WALL HEADER INSTALLATION ® HD CEILING INSTALLATION ® HD TRENCH INSTALLATION ® HD WALK—OVER INSTALLATION EXISTING MIN.91YARA111Y1 ' 1 � �� I—-w- TO GLAs I 2 i MW.SEPARATION O GLASS TO GLASS _-t:l I (SEE SCHEDULE ON 1 O ro GLASS SCHEDULE ON i 4EFf 2s) I I (SEE SC DJULSHEDLY �ON ` sell 23) IXISRNG,_,� GLASS I _ EXISTING I G GLASS i ALTERNATE ANCHOR 14x3/4' I /14:3/4-HEX WASHEROpnpryAli WISHER HEAD LOCATION HEAD TEX SCREWS O 1 1E1(SCREWS 6'O.C. 0 6'O.C. ; .2 - CONCRETE ANCHORS H O (SEE SCHEDULE ON /14x3/4- {1D(HEAD 6 + 7 SHEET 26) TEK SCREWS 3.3-O.C. ' D7 EO 18 ON i/4Y-20{S.S. M.S. CONCRETE ANCHORS EDGE OF— ED III _ W/NUT 3'O.C. /I I 1 1• EDGE OF ____� (SEE SCHEDULE ON en APPLICABLE EO EDS —SLAB IF W^ 1/4'0-20x3/4'S.S. SHEET 26) APPLICABLE �. PHIL PS TRUSS HEAD - MACHINE SCREWS -I POURED. NHYRETE ANCHORS USING 1/4•-20 I EDCE OFCONCRETE D.- POURED E.0. POURED CONCRETE (SEE SCHEWLE ON 1 REWIRED E.D.• WALL REQ'0. SHEEP 26) NUTS O 6'O.C. SLAB IF F APPLICABLE - © HD FLOOR INSTALLATION POUREDJ ®E HD WALL SILL INSTALLATION CONCRETE R OUIRW NDTE FOR GOM1LIHATpN OF sEca05, F© HD RAINGUARD INSTALLATION INSTALLATION DETAILS W f O HV BLADE 1-SEE SHEET 2L FOR TYPICAL SHUTTER SCALE: 3/8•=1 ASSEMBLY • E D. EDGE DISTANCE •• ••• • • • • • •• 2-MWNIING SECTIONS CAN BE COMBINED (SEE SPF.CIFICaioNS ON SHEET 26) • • • • • • • • • IN ANY WAY ANT 1- N. • • FLORIDA BUILDING CODE High Velocity Hurricane Zone) A/ ilii�� •• • • ••• •• t ®2015 EASTERN METAL SUPPLY,INC. ,E1,,o' p.T1LLIT�' _ • • BERTHA HVTM ��' rur�NSFA■S■S■A■ Accordion Shutter System ��Ti • V.RUDE 1,W OR W/0 KV.WINDOW BIADE 14 H.V.BADE If • ` TICCIT TESTING dR ENGINEeRING•COMPANY. • .Amertcart Shuifar Systems M-% DESCRIPTION LATE DRAWN BY: M.L •Uc,I eJ53 W.W.Jeth.SL.St..JOS.N O! }}t • • • A404•000:Inc. T 1 OLD 11-195 01/10/15 GATE: 04/10/15 RCV nDR�A • • •7268 burst SOO* Drive = ph—:(x5)871-1530•F'ml:(3 B=t-1531• • •West PoIrrA Be•CIT,it 33407 3 DRAWING No .o •• F (q�OQ `� ®-oD i�9 • •• Phony: (800)4,*A2204 .4'0x: (561)209-8380 4 15- 079 y •yy� WALTER A.TILLR Jr.PX •1�1•T�`� FLORIDA Lic./44167 SHEET a ZZ F 28 • •• •• • • • •• •• ••• • • • ••• • • SEE END WALL CONNECTION DETAILS ON SHEET 24 �` INSTALLATION I EXISTING GLASS �U T �' I N � * SEE NOTES ON LOCKING R005 3® h HD 0 LOCKS ON SHEEP 21 M HV BLADE SFE END WALL L CONNECTION +®«+®+ DETAILS ON SHEET 24 ' I ET(ISTINO GLASS -- --- -- -----------�---------------------------5 2 z•xZ•x,/e•.a-z• i 35, * 35 (8083-T6 ALLOY)ALUM. I 1/2 OPDONAL) MOLE W/(2) 1/4Y MIN..SEPARATION (OPTIONAL) �� ') 4 TAPCON ANCHORS TO /14 x 3/4'S.M.S.O ,z' TO GLASS (4) H.V. CONCRETE(rov/eDnom O.C. (SEE SCHEDULE PINS (TYP.) 'N 4 H.V. 3 h(4)/14x,/2•S.M.S. ! ON SHEET 25) ( ) ro TueE a EACH I 4 5 e• 6 ,/z' PINS (TYP.) 4 5 ANGLE(TYP) — 5 o-� I 2• 31 ORU2'1 %.R 32 12 31 oR 32 35 3OR 32 HVA- 4 35* (OPnom*) HVC-HDC EXISTING GLASS (OPTIONAL) HVB—HDB OUT SYMMETRICAL HD CENTERMATES 9 oR®oR©+O°R _—C SYMMETRICAL HD CENTERMATES W LOCK INTERIOR Z---- ----- ———— LOCK (EXTERIOR). ,AIN.SEPARATION TO SHEET 2 (N 5 - (SEE SEk/EOGLE ON SHE7:TT 25) A --'—" -------- W71 --- - ---'---3------ ---------- 16'O.C. F VARIES OUT 6 1/2'MAX. SLACK HVE—HDE POURED CONCRETE OR CONCRETE BLOCK WALL •• ••• • • • • • •i HVD-HDD REQUIRED 00FLORIDA BUILDING CODE(High Velocity Hurricane Zone ••• •s• • ®2015 EASTERN METAL SUPPLY.IN C. � • • 'It, • BERTHA HV- so • i •• A S S A Accordion Shutter System �'3 ei �• = IL ECO LNC. (fj1� AA_ ♦ .V.BLADE 1 W/OR W/0 H.V.W@AllDN BLADE dE HV.BLADE 12 ' • ••• • Am@rlaam Shutter Systems REVlb DESCRIPTION DATE ORAWN eY: M.L. • _• 2TIWT TESTING k,ENGINEERING•COMPANY_ • • • _A4� • 04/10/15 -- - 2GWMA n.ORM 3316 • • West A DTC. 1' q.0 i1-103' - 04/10/13 DATE * //�j7DJ'P'Z ` PTan6:(3os)e�1-153o ax:I. 1-153, • • • s' P rreB woa� Draw DRAWING No o�canj • • •West Pal ryBe•h,ft 33407 y �P ' ': ®-x sl •• Phont; (800)43t4n204 .4rax: (581)209-8380 4 1 5-079 • WALTER A.T1WT Jr.P.E. s SHEET P P.E.-SYAL n.ORDA Uc./44187 ,•,,, , 6 23 OF 26 • • • • • • • • • • s POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALL REWIRED BLOCK WALL REQUIRED T EXISTING CLASS( EASTIG(LASS CONCRETE ANCH EXISTING GLASS TT "- ) _C 2'MIN NG GLASS O 16'O.C. I _ MIN�ARATION 1 MIN�ARATION EO II E0 MIN. SEPARATION 1/16'x3"MAX. MIN. SEPARATION TO GLASS I TO CUSS TO GLASS (6063-T6)CONT. TO GLASS (SEE SCHEDULE (SEE SCHEDULE (LOCATE Ai (SEE SCHEDULE ALUM.CLOSER (ON S14EETEE DULE 25) ON SHEET 25) 1/2" r ON SHEET 25) (LO SAT ON SHEET 25) PLATE. ((LOCATE 1/2' r--+- AT ETDIER SIDE MIN I lJ 1/2'MIN. -' �O) I ♦USE 1'OR 2'MAX. I 14x1/2'S.M, _—_�_ 11,4x1/2'S.M. I NO CAL—--- (AS APPLICABLE)x2•xt/B'xO'-2" I ------- O 16'O.C. O 16'O.C. - ® (6063ALUMI-76 ALLOY)UM CUP ATT MIDHEIGHT 4 (1) #14x1/2'S.M.S.TO®dc (2)1/4'0 TAPCONS ANCHORS TO SFE DETAIL X FO WALL AT ,"O.C. (LOCATE AT C5)--J SIDE CONNECTION ® EITHER SIDE OF( ) SEE DETAIL X FOR TO TRACKS SEE DETAIL% SIDE CONNECTION 4 TO TRACKS ©+DOR®OR®+®OR SIDE CON s +DOR®OR�+®OR 14108®OR 6 +DOR S +0OR®OR®+®OR ® + 03+0 0+6 (gyp+TT/�� + `t7 'lam END CONNECTION DETAIL 3 END CONNECTION DETAIL 40 END CONNECTION DETAIEND CONNECTION DETAIL 2� O 0 REQUIRED ONLY FOR SPANS GREATER THAN POURED CONCRETE OR POURED CONCRETE OR 4 CONCRETE BLOCK WALL CONCRETE BLOCK WALL 4 REQUIRED REQUIREDEXISTING EXISTING CLASS CLASS 5DETAIL - Y MIN. SEPARATION -__ 6 OR $ OR TO GLASS ___________ _ ------ (SEE SCHEDULE - MIN.SEPARATION1/2'MIN. ON SHEET 25) Q -`�1 TO GLASS CONCRETE (SEE SCHEDULE _ ANCHOR ON SHEET 25) Q1/2MLN.O.C. - _1 2 MIN _ OR08 OR�2'MIN. ED _—__ PLAN VIE Y 5 DETAIL X END INSTALLATION @) ToR (2 HV BLADE INTO CONCRETE OR 0+ (3-0+® •• •v• .CUCRUE BLOCK WALL. END CONNECTION DETAIL(S) ECTIO ® ••� • • • FLORIDA BUILDING CODE(High Velocity Hurricane Zone 3,1�14''�F�Q°�"SEt✓q:, ECO.. ... :.':. .•.. ®2D, INC. .........J BERTHA HVM Accordion Shutter Sy stem AQ61 A S S A■ V. etanE 11 w/OR w/G N.v.wean BADE&H.V.VA •%perlopf15h t4er Systema m. DESCMFTION DATE DAWN Dr: M.L. TILUT TESTING dT ENGINE RING:COMPANY • • A�001I no Inc. i OLD 11-195 01/10/15nOF W!N.W.36th.sl.St..305.MRWIN 'L JJ1 • • �f' •'��' Ph— (305)671-1530•Fm:(30 !�""'1• • • •4268M'Rst•:oa1a Driva s r�O••,••FIOR�Q:��•1i1 a_�® �qp0( West Pain*Be•ch,•FL 33407 3 -0085917 • •• pt's h (800)4522204 .•Fax: (561)209-8380 4 EFET WALTER A TILLR Jr.P.E. P:[t }•QATE FLORIDA Lk. 44167 6 r.rn.r • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAXIMUM SHUTTER SPAN ` * NOTES,` ♦ c PARATION TO -e OUIR u NTS "L+" OR "L—" (ft,)-F (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE MINIMUM SEPARATION TO CLASS FOR SHUTTERS INSTALLATIONS W/ SYuft,1FTRICi A.S.O. DESIGN PRESSURE RATING. INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3'. � L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. CENTER3311 OR g3 DESIGN PRESSURE RATING. W� ONE HD 4 LOCK & NO (2) PROCEDURE TO DETERM9JE MAXIMUM SPAN FOR WALL LOCKING DS 3S ♦ MOUNTINGS OR FLOOR/CEIUNG: GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING, ASMWMA A aFACN POURED CONCRETE INSTALLATIONS DETERMINE MAXIMUM SPAN 1+' FROM SCHEDULE. pics9 C GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. RATW. DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE (w') ALL MOUNTING CONDITIONS (.OR-) L 4 (N L-(IQ FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE OR 15'-5 18'-0' L.1INImum DETERMINED SPAN BETWEEN 'L+'AND 'L-'. 35 14'-10' 18'-0• (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 40 14'-4' 17'-10' COMBINATIONS IN BETWEEN WALL W/FLOOR/CEILING INSTALLATION LEGEND 45 13'-ii' 17'-6' MOUNTINGS: SU&SiRAIE POURED CONCRETE 50 13'-8' 17•-0 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATtNG: MOUNIIIJG$ (SHEET 22) 55 13'-3' 16'-10' DETERMINE: 60 12•_11• 16'-2 Lt+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. WALL AA & EE 65 12'-8' 15-6' L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING INSTALLATIONS. 70 12'-8' 14'-11' FLOOR/CEIUNG BB, CC, DO, 75 12'-3' 14'-5' FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: MOUNTING r-F h GG 80 12'-0' --f-4-0• DETERMINE: Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 85 11-10• 13-7 L2 MAX. SPAN FOR FLOOR/CEJUNG MOUNTING 90 tt'-6' 13'-2' INSTALLATIONS. 95 11'-3' 12'-10' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL.TO THE _ 100 10'-6' 12'-6' MINIMUM BETWEEN 'Lt+', 'L2+', 'L1-'AND 'L2-' 105 10'-0' 12•-2' 110 9'-6' 11'-11' (4) TO ANCHOR SCHEDULE WFINAL MAXIMUM ALLOWABLE A.S.D.BLE SPAN AND MAXIMUM SDESIGN PRESSURE 115 9'-1' 11-8• RA71NG TO DETERMINE MAXIMUM ANCHOR SPACING. 120 8'-9' 125 130 135 140 - 10'-8' 145 - 10'-4' 150 - 10'-2' 155 - 10'-O' 160 - 9'-10' 165 - 9•-9" 170 175 - 9'-5' 180 - 9'-`• �r2nz HV BLADE 185 190 - 9'-O' 195 - B'-9' •• ••• • • • • • •• ��iiniii�� i i ••i i i i FLORIDA BUILDING CODE(High Velocity Hurricane Zone 1I ®2015 EASTERN METAL SUPPLY.INC. =_ .. ... .. . . .. BERTHA HVTM �6 Z=IL E C O INC. A.S.S■A■ Accordion Shutter System ? V.BADE 1 W/OR W 0 IiV.wnloow&ADE g H V.RADE f • •Arverift Shutter Systems IiEVllo DESORMON DATE DPAMN e(; Ml.-__. TILUT TESTING.* EltANEERING CQMF2NY:- ----• •Association. Inc. t OLD 11-195 04/10/13 DATE: 04/10/15 _ _ _ - A:' ��:•t4rL ss55 N.N.seen.SCOSh.3=*RWeA4 FLDRV 34 • •• Q. .I. Phone:(3QF)571-15-1%.f*x:(s )871-t , It Pl west Roods Drive . 9 ••,• FLOR��:; \ � i` • • 2 DRAWING No 0 `� M•'Ve't'IVFo 01-cO'"••• • •• Weft P�Im Beach, FL 33407 s ®.lIUjT Y Phone: (800)42-2204 . Fax: (561)209-8380 , 15-079 WALTER A TIU1i Jr.P.E. P.�'S Ee/OATE FLORIDA Iia./44167 5 SHEET a 2$ F 28 • • • • • • • • • • • •• •• • • • •• •• *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN (A)ANCHORS TO WALL SHALL BE AS FOLLOWS: 4.TAPCOH MAX SHUTrFR SPAN MAXIMUM A.S.D. DESIGN PRESSURE r N x RATING AND A CORRESPONDING MOUNTING TYPE A.1) TO EXISTING POURED CONCRETE: (Min. Vc.- 3192 psi) (`ON[:RF'fF INSTINSTALLATIONS - 1/4'0 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. �I�R F - - - - - MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4'. ~ A2) TO EXISTING POURED CONCRETE: (Min. Vc - 2899 psi) POURED CONCRETE — 5/16'4 TAPCON XL ANCHORS,AS MANUFACTURED BY I.T.W. BURDEX. MAXIMUM ALL MOUNTINGS AA THRU GG (SHEET 22) MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/16•TAPCON XL ANCHORS IS 2 1/4". SPAN A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE (ft) USE MAXIMUM VALUES BETWEEN POST(VE AND NEGATIVE A.S.D. DESIGN LOADS EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 50 OR LESS >50 TO 90 >90 TO 120 >12D TO 16U >160 TO 195 WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. g" 4 1/2" 3 1/2- - - (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. OR LESS 12" 4" 3 3/4" (C) SEE BELOW FOR MINIMUM REWIRED EDGE DISTANCE FOR ANCHORS. >8'-9" 6» 3 1/2" 3" UP TO 12'-1" 10" 8 4" 4" — 4" 3 1/2" — — — MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS UP TO MAXIMUM ANCHOR SPACINGS ARE VALID FOR 18'-0" 7 1/2" 5 1/2" 4" - - 3-L /4-0 TAPCON AND 3 5/8-E EDGE DISTANCE DISTANCE FOR IFOR 5/16-0 TAPCON XL NOTE: VALID ONLY FOR UP TO 10'-0'SPAN (2� HV BLADE ONLY ..:.. . . . . . .. • • ••• • • 0 0 0 FLORIDA BUILDING CODE(High Velocity Hurricane.Zone) FI • • • • • • • •' • ®2015 EASTERN METAL,SUPPLY,INC. 4,a�icR /j'J_ •• ••• •• •• BERTHA HVTM }A S S A Accordion Shutter System IL C O �M�. No.4 x v.RUDE 1 w/OR W/O Rv.wwoo>M eunE&H.V.BLADE¢ _• •_,. •- —SS • •Xweldcap_Shutter_Systems REVA. D6SWKIDN DATE DRAWN Ltr: M.L _ TWT TESTING•& EUGINEERING CZM4NI�- • • • eAssociafion. Inc. I OLD 11-197 01/10/17 HIE: 04/10/15 'd• m155 N.W.Sam.51.#5 707,*taw ANGNv".nu ek 7• • •• :261 West Roads Oriva 2 Ph—:(3Rs0ftil,53A�Faa:(�.a)a71-1�1 • •W t Mlrn Beach. FL 33407 DRAWING No '._'ifs;•.CORl04`r`.�� t •�eaa:�.�aeaw.ar.•• . •. • 7 p ,t EB-0006719 Phone: (800)432-2204 . Fax: (561)7.09-8380 , 15-079 ,• WALTER A.Taur Jr.P.E. 7 P.E.SEAL/5 . . 7E1 FLORIDA D. ET . /44167 a 26 SHEET 28 • •• •• • • • •• •• ••• • • • ••• • • ----------- -------------r ------� -- 0625" 1875" 'r-- 0625 .0625 i /2'MIN.GEARAE EXTERIOR Y0� .0625" IOEQ�--:7EQ SECTION X—X w WINDOW BLADE SCALE: 1" = 1" .1875"BADE' ,0625" 44 POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE o.osz5' RESINS, UV-STABILIZED GRADE OR• SABIC ; INNOVATIVE PLASTIC LEXAN 103 RESIN of PORTION � (SEE NOTE "F" ON SHEET 28). I. I I R1.7500// ' I i j 44 EXTERIOR / / .� 1.3750• POLYCARBONATE SOURCES FOR 4 FN WINDOW APPLICABLE• RESULT .I X 02.8750 SM V/X TrPICAL PROPERTIES STANDARD LSILM SAN,:gloom //sma ry REFERENCE 1D1M1 1011AANNIOLM 31W AF91 i 513/4' i SPECIFIC GRAVITY ASTM 0792. 0.043 Ib/in' 0.043 Ib/in' \ i ON TERS i uF •uy ur.�. TENSILE YIELD STRENGTH ASTM 0638 9.400 P.a.L 9.500 P.O.;. 2 7/8'MIN. I I FLEXURAL STRENGTH AT YIELD ASPM D790 12.500 p.si. 13,400 p.s.i. CLEAR I SEPARATION CLEAR CLEA . IFLEXURALMODULUS ASTM D790 340.000 p.a.i. 345,000 p.si BETWEEN BETWEEN 03.7500BE i I TA13S .0625" 03.0000 NOTCHED IZOO ASTM 0256 18 FT-Ib/in 17 FT-Ib/in 0625" Fl RN -ARACTMISTICS, ` SMOKE DENSITY ASTM 02843 47.2 X 64.5 X MAX SECTION Y—YRATE OF BURNING ASIA 0635 C-1 CLASS C-1 CLASS I SCALE: 1" = 1" '7500" SELF IGNITION ASIA 01929 1040'F 980'F WEATHER : ASTM 6155 I\ �� TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p-i. 8840 p.s.i. EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 p.a.L 6880 P.s.i. SCALE: 1" = 1" 12'MN.JCLEARAIIICE TO BLADE BDTTy)M TYPICAL HV WINDOW BLADE _ AND SCALE: 3/5"=1" POLYCARBONATE H)o4•1NfN9 QWY .QfjA e • •• e e e e • FLORIDA BUILDING CODE(High Velocity Hurricone Zone A. m 2015 EASTERN METAL,SUPPLY.INC. ''P��ER...T��j� • . . • • BERTHA HVTM .. ... .. . . . .. IL E C O INS. A■S■S■A■ Accordion Shutter System ` �0. V.BLADE 1 W/OR w/0 KV.WNDON BLADE&H.Y.MA 12 • edTed Shutter Systems M.N. DESCMPODN DATE DRAWN Or. M.L.7�- _TILLIT TESTING:& ENGINEERING C:MPINY:, �• •- - 9swciotlon, Inc. I OLD 11-195 04/ID/15 DATE 04/10/13 �:•• a=N.W.36M.Stese•.305.�Mi01Mlf�JfDO♦`n.oRl�,A sy e e e 1260 West Roods Ortva 2 Q •Q. Ptwne:(396)871-1539h•Fcx:(306)071-IWT • • DRAWING No 0 QP; Been a0:Ulr�cdwd.com••• • •• West Alm Bloch, FL 33407 3 =�4f+ EB-°°06719 Phone: (B00)�32-2204 . Fax: (561)209-8380 , 15-079 ••• WALTER A T9LT Jr.P.C. y SHEET P.E'i x�(SiJDATE FLORIDA U../44167 T 6 '17 T 28 sell a B e e elle • e • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • v e GEMEPAL UNIffATIONS_AND CONDITIONS OF USE FOR OE M& WORKNO IN ®. q A 1� 1.MAX.A.&D.DESIGN PRE59JRE RATING:+110.- 110 P�f. A R (YT> (OYD (UYD 4 2.MAIL S1/1TfTER SPAR 96'. 3.ALLOWED MOUNTINGS:A D.G a H ON SHEETS 6,7:AS 1YF1L AS. MouNrlKC M.0'h: .SY10&w oN SHEETS tea 79. 21 HOPfO51NG E IICL ONLY AT E7(fET6 plxE$S i 4 5.(/)HV WINDOW a"7 D SHALL ONLY ALIW A W70WM OF 5 OPENINGS16„ (3•e HOLES)RTR®PER&ADE AT SPACINGS SHOMM ON SHEET 27. TYP.EA.ENO ® OF ANY 0.FARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE OF Ally Ye HOLE FOR®SHALL BE 12'. MAX.5 WINDOWS ALLOWED AT MV SI (C)FIRST OR BLADE COMM OUT FROM STARTERS AT ENDS MAY BE IN WINDOW BLADE® WINDOW BLADE i§ (D)W WINDOW BLADE(1.�MUST BE USED ALTERNATE TO A SOLID W BLADE(D THROUGHOUT sHUTTEN'S TES SHALL ALWAYS BE INSTALLED AMAC NT TO A SOLID HV c ' (BLADE 1 AT EITHER SIDE OF THEM. z 7� q (F)POLYCARBONATE HV WINDOW GII SHALL%R$TALIED 50 TABS FACE 36a THE INTERIOR OF THE OPENING B�{Nc PROTECIID.FN W7NoawT( MUST BE SEE END , pg9 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PRONDED BY ASSA. CONNECTION g iq INC. DETAAS ON Y f0 t - i$•q 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD.FRAME 1 1 6 5 BUILDINGS ON SHEET 16,AS LIMITED BY SPAN AND A.S.D.DESIGN LOAD(SEE P P NOTES 1 a 2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WAIL ON SHEETS 13 a 14 AS LIMITED BY SPAN AND ASD.DESIGN LOAD(SEE NOTES I a 2 ABOVE). TV'P PLAN MR TL, REOUIREMENTS) W ���♦� B. MINIMUM SEPARATION TO CLASS SCHEDULE D H TYP � SHUTTER SPAN MMMUM SEPARATION TO G1A55 --.,M WIDTH ELEVATION WL SDWVJ oN To MASS 96•IMM.. s SEE SIxDME ON SHMT 12 FCR OAVD ------ — Ao ITN 91Ef 2e FOR BLAMCDaO nOSTNc ---- --------------- ---------------- ---i=-----��------- g \ 4 TYP. CENfERMATES Q® 1�--- _- M"st W/ OR AND W/O ( NOTE 4 ABOVE) PLAN' \ / SFiUT?ER ••���_ '�•� TYPICAL� HV BLADE WORKING IN UNISON WITH HV WINDOW RMUe 1 --- pg!A�i..� • • •• • • i 0 i FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone LTL • • • • • • • • • ®2015 EASTERN METAL SUPPLY,INC. ... .. . . . .. BERTHA HV- v� F• A.S.S.A. *: • No. Z���� Accordion Shutter System V.BLADE t W/OR W/O H.Y.WNDOW RADE&KV.BLADE{ o; • •Agteyl►y�T Shutter Systema I¢YJIa DFSORIPTNM DATE DRAWN BY: WL - ,T _ _ p;• * - TIWT TESTING•3 E�GINEERINC-CpMf�Nl'• - - �[ • • • MIAaeOCiation,-Inc. t OLD t1-193 o4/to/15 d1TC o4/to/,6 6353 N.W.35th,St•Sta.3M,#ARCRYf*CAR0E%RL T 3.y • •• 4260 West Roads Drive 2 t- t` Pham (30)671-15-14•Fax:(W)871-t iT, • • DRAWING No _�ss%••....!�•P••�`�`r�.' •fes t' °•ao1 GOf'b•• • •• WAt film Beach. FL 33407 EB-1XI087t9 Phone: (800)32-2204 . Fax: (561)209-8380 3 15-079 WALTER A TNUT Jr.P.E P.E.SEAL/ E%DATE FLORIDA Lie./u167 S SHEET 6 28 OF 28 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � ' , � ' OLD 11-193 DATE. 04/10/15 ' ~ . Imami Shores Village ....// Y APPROVED BY DATE w 1.J O a�.J - ' ZONING DEPT 2 - I J •sit X '1.0 1 w w swo BLDG DEPT - � ,••_ + _ •�..:. Vsic) , SUB,IFCT TO COMPLIANCE WITH ALL FEDERAL •+•• `•'•0 • ' STATE AND COUNTY RULES AND REGULATIONS •••• •••• • • 17 .• • • ..• r f� Y N 012 17 b r , �t �q' n : : 10 r7 eg g � ,o M2 +M G Z � L6 aD u fific�'� 1`�Gc7 {� . � l D2 .T•