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WS-18-2175Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 547 NE 94 Street Miami Shores, FL 33138- Owner Information Address Permit Permit NO. WS-8'-18-2 75 Permit Type: Windows/Shutters Work Classification: Shutters Permit Status: APPROVED Issue Date: 8/16/2018 Expiration: 02/12/2019 Parcel Number 1132060140880 Block: Lot: Phone Applicant LINA MARIA BUITRAG Cell LINA MARIA BUITRAG 547 NE 94 Street MIAMI SHORES FL 33138- (305)975-5479 547 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone PRESCO SOUTH CONSTRUCTION INC (786)425-7737 Valuation: Total Sq Feet: $ 4,800.00 0 Type of Work: ACCORDION SHUTTERS 10 OPENINGS IMP No of Openings: 11 Additional Info: ACCORDION SHUTTERS 10 OPENINGS IMP Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $3.15 $2.10 $1.00 $210.00 $9.00 $4.00 $232.25 In consideratio pertaining the accepting this required for E OWNERS A construc Authorized ' ignature: Building ' epartm Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-18-68563 08/16/2018 Credit Card $ 232.25 $ 0.00 Available Inspections: Inspection Type: Shutter Final Shutter Attachment Review Building me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are ECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating authorize the above -named contractor to do the work stated. `• / Applicant / Contractor / Agent t Copy August 16, 2018 Date August 16, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-000096-2018 Permit Number: WS-8-18-2175 Scheduled Inspection Date: September 25, 2018 Inspector: Naranjo, Ismael Owner: LINA MARIA BUITRAG Address: 547 NE 94 ST MIAMI SHORES, FL 33138 Project: <NONE> Contractor: PRESCO SOUTH CONSTRUCTION INC DBA MIAMI DADE SHUTTERS JORGE DIAZ Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Shutters Phone Number: 3059755479 Parcel Number: 1132060140880 Phone Number: 7864257737 Building Department Comments ACCORDION SHtiTTERS 10 OPENINGS IMPACT WINDOW 1 OPENING Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. September 24, 2018 For Inspections please call: 305-762-4949 Page 31 of 39 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING D ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL El PUBLIC WORKS JOB ADDRESS: City: Folio/Parcel#: Occupancy Type: FBC 20 (7 (o Master Permit No. VvS � " 2J1S Sub Permit No. ❑ REVISION EXTENSION RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS CO- we 9zi Sr /zFPi- Miami Shores County: //Z06r-ON— abtO Load: Construction Type: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): L/,U/i 6 U f r /vr/ C- Phone#: 3 0C- / 9r- f Address: cti- l /U L � ,�l Z q C S if t � City: M feI S� 0/2 S State: O O Zip: 3 3 d Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Ph - 'CO J O ✓%// ��/�J S% �UC776 � Phone#: l0 7'"z� � � 9-3 662( /iv /1-14/ JJ1c.S 04-«&- w9 City: /mil (tl M ( /( [�/ --, State: Ft-0,---10 4- Zip: 3 33 / 1 Qualifier Name: ,..ive 4 Phone#: 9U 92 99 39 State Certification or Registration #% : 0 6- G /� f5-r''9/1 Certificate of Competency #: Address: DESIGNER: Architect/Engineer: - Phone#: Address: Value of Work for this Permit: $ Yelf trbSquare/Linear Footage of Work: City: State Zip: Type of Work: ❑ Addition ❑ Alteration ElNew T IDRepair/Replace ❑ Demolition Description of Work: /� C0 4-0 i (/ i �/f&T7? -%3 /0 , 7 6 7v/xJA-�5 /AViP%-r°i% t J(A' Oo 7 0 f l� � Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ 4 Permit Fee $ 21 U CCF $ 3 CO/CC $ Radon Fee $ 2 • 10 DBPR $ 3 • 1 S Notary $ Training/Education Fee $ \ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 2-32 •ZS (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this Z day of��/1% , 20 Signature The foregoing instrument was acknowledged before me this I , by 2 day of -� iJ L , 20 , by )J \ PI' 1 , who is p mown to me or who has produced as identificat' .nand h • • id a an oath. NOTARY Sign: Print: Seal: opt 4,1 f4C70398.o 53 RHO RHO NY E ALEX COMMISSION # FF194694 EXPIRES February 01. 2019 n rdallo:ayService.cam t P ( who is.personally known to me or who has produced as identificati NOTARY Sign: Print: Seal: h tke a .4C7, 398-0' 53 RHONNY E ALEX COMMISSION # FF194694 EXPIRES February 01. 2019 rio dallorayService cam ******************************** **•***********************************************told********************* 0, APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3206-014-0880 Property Address: 547 NE 94 ST Miami Shores, FL 33138-2847 Owner FELIPE VILLAMIZAR LINA MARIA BUITRAG Mailing Address 547 NE 94 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,189 Sq.Ft Lot Size 9,675 Sq.Ft Year Built 1940 Assessment Information Year 2018 2017 2016 Land Value $290,008 $290,008 $241,547 Building Value $168,153 $169,776 $171,398 XF Value $38,557 $39,083 $39,606 Market Value $496,718 $498,867 $452,551 Assessed Value $401,854 $393,589 $385,494 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $94,864 $105,278 $67,057 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOT 20 & E1/2 LOT 19 BLK 55 LOT SIZE 75.000 X 129 OR 19645-3780 04 2001 1 COC 23340-4221 04 2005 1 Generated On : 8/16/2018 Taxable Value Information 2018 20171 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $351,854 $343,589 $335,494 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $376,854 $368,589 $360,494 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $351,854 $343,589 $335,494 Regional Exemption Value $50,000 $50,000 $343,589 $50,000 $335,494 Taxable Value $351,854 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 06/01/2016 $100 30190-0725 Corrective, tax or QCD; min consideration 04/01/2013 $549,000 28562-3722 Qual by exam of deed 05/19/2011 $450,000 27708-2919 Qual by exam of deed 05/25/2010 $274,300 27315-4026 Financial inst or "In Lieu of Forclosure" stated The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 8/16/2018 ?(I/Eeko cQ01 • S �a�S PS�rvL e &Nc-( O_NL7 te c - ' 7 _ :fir 951 J\) I G'l'l 12 Ln"7En RHONNY�E ALEX" • MY COMMISSION I FF194694 4EXPlRES-February-01.2019 "' 14C'71398-0'53 Floridallo:ayService.com Miami Shores Village Building Department 10050 N.E.2nd Avenue 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: An employer in the construction industry who employs one or more part-time or 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. 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: A..ClSkA Owner State of Florida County of Miami -Dade ��,w, �// (� The foregoing was . nowled �,e before me this /C day of ,/ v.v S f , 20 / g. l dia AO. Aiff 1101ary By Notary. SEAL: who is ersonally kno to me or has produced as identification. , :►� ° RHOtNY E ALEX MY COMMISSION # FF194694 , EXPIRES February 01. 2019 I4C7r 303-C' 53 rioridnNoaySer+ice.con, ACORO® CERTIFICATE OF LIABILITY INSURANCE (`„.----" DATE(MM/DD/YYYY) 08/15/2018 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). PRODUCER Global Insurance and Financial Services, Inc. 6175 NW 153rd Street Suite 100 Miami Lakes, FL 33014 CONTACT NAME: JESSICA MENENDEZ (JCo.Nr o. Ext): (305) 512-9721 FAX No): (305) 512-9889 E-MAIL ADDRESS: richard@globalinsurancefla.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Catlin Specialty Insurance Company I INSURED Presco South Construction Inc.DBA MIAMI DADE SI 6625 MIAMI LAKES DR SUITE 419 MIAMI LAKES FL 33014 INSURER B : I INSURER C : INSURERD: i INSURER E : INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS INDICATED. CERTIFICATE EXCLUSIONS INSR LTR IS TO CERTIFY THAT NOTWITHSTANDING MAY BE ISSUED AND CONDITIONS --------..—..----_Y.. TYPE OF INSURANCE THE POLICIES ANY REQUIREMENT, OR MAY OF SUCH OF PERTAIN, POLICIES. ADDL INSR INSURANCE SUBR WVD LISTED BELOW HAVE TERM OR CONDITION OF THE INSURANCE AFFORDED LIMITS SHOWN MAY HAVE BEEN BEEN ANY BY ISSUED TO THE INSURED CONTRACT OR OTHER THE POLICIES DESCRIBED REDUCED BY PAID CLAIMS. POLICY EFF i POLICY EXP (MM/DD/YYYY) I IMM/DD/YYYY) NAMED ABOVE FOR THE POLICY PERIOD DOCUMENT WITH RESPECT TO WHICH THIS HEREIN IS SUBJECT TO ALL THE TERMS, LIMITS POLICY NUMBER A GENERAL LIABILITY COMMERCIAL GENERAL CLAIMS -MADE LIABILITY I X1 OCCUR 0901502154-01 08/15/2018 08/15/2019 EACH OCCURRENCE $ 1,000,000.00 X i DAMAGE TO RENTED PREMISES JEa occurrence) $100 000.00 MED EXP (Any one person) i $ 5,000.00 GEN'L PERSONAL a ADV INJURY $ 1,000,000.00 AGGREGATE LIMIT APPLIES PRoT PER: POLICY 1 1 JECLOC GENERAL AGGREGATE i $ 2,000,000.00 PRODUCTS - COMP/OP AGG $ 2,000,000.00 FIRE DAMAGE $ 50,000.00 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS -OWNED COMBINED SINGLE LIMIT (Ea accident)_ BODILY INJURY (Per person) $ i SCHEDULED AUTOS BODILY INJURY (Per accident) $ NON AUTOS PROPERTY DAMAGE ` $ (Per accident)______....____...........:._-_. __......._. ...__ . $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED i RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS y / N N / A WC STATU- ' OTH- TORY LIMITS I ER E.L. EACH ACCIDENT i $ y E.L. DISEASE - EA EMPLOYEE $ below E.L. DISEASE - POLICY LIMIT i $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule if more space is required) SHUTTER INSTALLATION CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF'FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 3/1/2018 EXPIRATION DATE: 2/29/2020 PERSON: DIAZ JORGE FEIN: 261976302 BUSINESS NAME AND ADDRESS: FRESCO SOUTH CONSTRUCTION, INC. 6625 MIAMI LAKES DRIVE HIALEAH FL 33014 SCOPE OF BUSINESS OR TRADE: Licensed General Contractor Door and Window Installation AU Types ::' Residential and Commercial. IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by firing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to he exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED,08 13 QUESTIONS? (850)413-1609 RICK 1:1', GOVERNOR STATE OF FLORIDA IJSI DEPARTMENTOF MESS AND PROFESSIONAL REGULATION �.n..---_.. __.. INDUSTRY LICENSING LICENSING BOARD KEN LAWSON, SECRETARY FACTOR :g :I f7IFIED `` , , Ix<csf chapter 489 FS. G31; 2018 tine JORGE ESCO SOUTH CONSTR1 8S26 MIAMI LAKES DR „ SUITE 419 � MIAM LAKES • FL'. 3 1i Scanned by CamScanner 001606 Local Business Tax Receipt Miami —Dade County, StateFlorida orj Y of Florida -THIS IS NOT A BILL - DO NOT PAY 6895719 BUSINESS NAME7LOCATION- PRESCO SOUTH CONSTRUCTION INC 6625 MIAMI LAKES DR 419 MIAMI LAKES FL 33014 OWNER FRESCO SOUTH CONSTRUCTION :INC Worker(s) 3 RECEIPT NO, RENEWAL 71 71358 EXPIRES SEPTEMBER 30, 201E Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC1515514 This Local Business Tax Receipt only confirms payment of the Local Business permit, or a certification of the holder's qualifications, to do business. holder or nongovernmental regulatory laws and requirements which apply to the bus .nk PAYMENT RECEIVED BY TAX COLLECTOR $49.50 10/05/2017 . CREDITCARD 18-001257 . `... Tax. The Receipt is not a license, must comply with any governmental The RECEIPT NO. above must be displayed on all commercial vehicles - For more information, visit weay miamidade sovlta ar mess. Miami -Dade Code Sec 8a-276. x lI Scanned by CamScanner M1AM1•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION EPTANCE (NOA) Eco Window Systems, LL 8502 NW 80 Street Medley, FL 33166 COPE: MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeUseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. z NOA No. 17-1011.23 Expiration Date: April 08, 2019 pproval Date: December 21, 2017 e1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0317.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 2J 7 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 0S, 2019 Approval Date: December 21, 2017 E-1 Eco Window Systems., LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 53-1/4" wide x 76-I/4" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/27/15 and 06/23/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5tb Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory, Inc., dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 14-0317.02) 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Product Control Section Supervisor. (Submitted under previous NOA No. 14-0317.02) 4. Laboratory compliance letters for Test Reports No. HETI-08-2166A, HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) G. OTHERS 1. Notice of Acceptance No. 14-0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. m.1 2 " Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E B. TESTS 1. None. C: CALCULATIONS 1. • None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.12, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.T., approved on 07/02/15 and expiring on 04/08/19. 'r` "9 2.4e.e? Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-3 Florida Building Code Online Florida r BCIS Home Log In User Registration Hot Topics Product Approval USER: Public User Submit Surcharge Stats & Facts Publications Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results - A ALL ALL ALL ALL ALL ALL ategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description Approved for use outside HVHZ Design Pressure ALL ALL ALL ALL • • • Refine Search • • •• • • FBC Staff BCIS Site Map Links Search • • • • • • •••••• •• • • American Shutter Systeassoci ms ation, Inc'. • • • • • • • • • • • • • • •• •• • • • • • • • • •••••• • • • • • • • • •• • • • • • • • • • . •••••• •• • E.L#. "Mk • • • • • • 1 Manufacturer • Validated By • • •.IiStatus FL389-R9 Revision •• • I American Shutter Systems !History Association, Inc. John Henry Kampmann Jr. I Approved Category: Shutters (941) 922-3854 Subcategory: Accordion FL400-R6 Revision American Shutter Systems History Association, Inc. John Henry Kampmann Jr. Approved Category: Shutters (941) 922-3854 -� Subcategory: Roll up FL1850-R11 evision American Shutter Systems I History Association, Inc. John Henry Kampmann Jr. i Approved Category: Shutters 922-3854 (941) Subcategory: Accordion I FL2681-R5 Revision American Shutter Systems History Association, Inc. John Henry Kampmann Jr. Approved Category: Shutters (941) 922-3854 i Subcategory: Colonial 1 FL2683-R5 Revision American Shutter Systems History Association, Inc. John Henry Kampmann Jr. 1 Approved Category: Shutters (941) 922-3854 Subcategory: Bahama FL5790-R12 Revision American Shutter Systems History Association, Inc. John Henry Kampmann Jr. Approved Category: Shutters (941) 922-3854 Subcategory: Roll -up FL6566-R5 Revision American Shutter Systems I History • Association, Inc. John Henry Kampmann Jr. Approved Category: Shutters (941) 922-3854 Subcategory: Bahama 1 FL8200-R7 Revision American Shutter Systems History Association, Inc. John Henry Kampmann Jr. Approved Category: Shutters (941) 922-3854 Subcategory: Colonial FL8523-R6 Revision American Shutter Systems History Association, Inc. John Henry Kampmann Jr. i Approved Category: Shutters (941) 922-3854 Subcategory: Bahama FL13068-R4 Revision American Shutter Systems History Association, Inc. John Henry Kampmann Jr. Approved Category: Windows 922-3854 (941) Subcategory: Mullions FL16903-R5 Revision American Shutter Systems History Association, Inc. Category: Shutters John Henry Kampmann Jr. Approved (941) 922-3854 Subcategory: Roll -up FL17204-R4 Revision American Shutter Systems History Association, Inc. Category: Impact Protective Systems John Henry Kampmann Jr. . Approved (941) 922-3854 Subcategory: Operable FL17424-R2 Revision American Shutter Systems History 1 Association, Inc. Category: Impact Protective Systems John W. Knezevich, PE Approved 772-6224 Subcategory: Operable (954) FL20716-R1 I Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved Category: Shutters '0,1, 1 n', 'or. • • http://floridabuilding.org/pr/pr_app_Istaspx 1/2 I / I V/ L V 1 0 Florida Building Code Online History Subcategory: Roll -up FL22558-R1 Revision American Shutter Systems Association, Inc. Category: Impact Protective Systems Subcategory: Operable John Henry Kampmann Jr. (941) 922-3854 Approved History . Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to 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: !LA eCheck Credit Card Safe m sccuritv.\IEr}uc . •••• • • • • • • • •••• •• • ••• • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • http://floridabuilding.org/pr/pr_app_Ist.aspx 2/2 II IWIGV IU Florida Building Code Online j yfi Bus pCfi[T-Ai.r e.'['i',P' •'/>rY2` ness��RroYfessionaI�ReguIation Florida Dr O �eY'St: BCIS Home Log In User Registration Product Approval USER: Public User Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Product Approval Menu > Product or Application Search > A FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method ,cat Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code ation Detail FL1850-R11 Revision 2017 Approved • • • • •• • • • • ••• American Shutter Systems Association l4c •• 4268 Westroads Drive Wes •a , t-33407 (561) 209-8263 bfeeley@easternmetal.com Bill Feeley Irodriguez@easternmetal.com • • • • • • • • • • •• • Links Search •••• • • •••• •• • • • • •• • • • • • •••• • • • •• • • • • • •• • • • • •• • •• • • • • ••••• • • ••••• •••••• • •• • • 000000 • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Walter A. Tillit, Jr., P.E. PE-44167 National Accreditation and Management Institute 12/31/2018 John Henry Kampmann Jr. 4. Validation Checklist - Hardcopy Received FL1850 R11 COI AMERICAN SHUTTER SYSTEMS, INC. DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE.PDF Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Year 2005 2005 2002 1994 http://florida building.org/pr/pr_app_dtLaspx?param=wGEVXQwtDgs9%2f%2ftCOh pJQoeIShOC DrfdDsZb2in LQgznMcxp%2b7HAWw%3d%3d 1/3 1 %10/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/03/2017 10/13/2017 10/17/2017 12/12/2017 • • 1850.2 Bertha HV Accordion Shutter (Combo) - HVHZ - Drawing#17-102 • Extruded aluminum interlocking blades retainecrby tracks (top and bottom) for storm protection Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL1850 R11 II AMERICAN SHUTTER SYSTEMS, INC. Approved for use outside HVHZ: Yes DRAWING 17-102 BERTHA HV ACCORDION SHUTTER Impact Resistant: Yes SYSTEM.PDF Design Pressure: N/A Other: Large Missile Level "D". Max. span is 13'-2" for 30 psf positive ASD load w/o window blade, 16'-0" for 30 psf negative ASD load for HV1 blade w/o window blade for conditions Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R11 AE AMERICAN SHUTTER SYSTEMS, INC. indicated on schedule #1, sheet 12. And 12'-3" for 30 psf DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for ,other spans and pressures. Created by Independent Third Party: Yes 1850.3 Bertha HV Accordion Shutter - Blade 1 Only (HVHZ) - Drwg# 17-122 Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Limits of Use Approved for use in H .Z: Ye, Installation Instructions FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. INC Approved for use 'de - DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resist nt: Yes Design Pressur Other: Large missile level "D". Max. span is 16'-0" and 14'-9" for 30 psf ASD negative load depending on centermates and Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC locking rod configuration for the HV1 blade, 8'-0" for +64, -72 DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF 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. Created by Independent Third Party: Yes 3ae:k Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to 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: ;Check http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp%2b7HAVVw%3d%3d 2/3 1110/2018 . Florida Building Code Online Credit Card Safe security Air.ricics .... • • • • • • • • • • • •• • .. . • • • •• • • .... •••• • • •• •• • • • • • • • • • • • • • • • • • ••.. • • • •• • • • . • •• • • • • .• • • • •• • • • • • • http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp%2b7HAVVw%3d%3d 3/3 TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. tilteco@aol.com FL P.E. License No. 44167 FL E.B. License No. 0006719 CERTIFICATION OF INDEPENDENCE (Rule # 61 G20-3) Evaluation Report #: 17-0726.07 Date: July 26, 2017 Product Category: Hurricane Shutters Product Subcategory: Accordions Product Name: Bertha H.V. Accordion Shutter System H.V. Blade 1 and 2 and HV Window Blade 1A Submitted By: Dear Sir (Madam): ••.. • • • ••.. • .. • .• •. • •• • • • .• • .. . • ••.. .•.. . . .. .- • . • • • • . . •. • American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 • • • • • • ..•. •• • •• • • • • • •• • • • • . . This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Cergia6ltWe*li iependence prepared by Walter A. Tillit, Jr., P.E. (Florida License No. `14i4'f st' ep1 of Tilteco, `Inc. (Florida EB-0006719). r,.S�V1C ENS $ '� N O. 44167 1 * • 1 !tom _ •.• ........ ••l•� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531 • • • •• • • • TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. PRODUCT EVALUATION REPORT tilteco@aol.com FL P.E. License No. 44167 FL E.B. License No. 0006719 .... . • . •••. REPORT NO.: 17-0802.01 • '• ••• • •• • • • • • ••• • DATE: August 2ND, 2017 • •••• . . • '•••.' PRODUCT CATEGORY: Hurricane Shutters ••.. • • • • • ••• •• .• • • • • PRODUCT SUB -CATEGORY: Accordions • • •• •. • • • • • PRODUCT NAME: Bertha H.V. Accordion Shutter Sy'stein: .. . HV Blade 1 W/ or W/O HV Window Blade •••'•' SUBMITTED BY: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61G20-3, Method 1 d 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 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-122 (revises Drawing 15-080), Ji�i# ,rj,,,,BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/,0r' 4-.14 c2dow Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.;, r e t.and•s- :1 ii-� Walter A.Tillit, Jr., P.E.; dated 08/02/17. This drawing is an intQgra' � i vf2luation Report. • 0. `j4167 s�1.ST 01` 07131 c�* t° 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (30 • i'Iax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 17-0802.01 2 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida • • • Building Code. Uniform Static loads in accordance with Protocol Tkg•202. Teg f'� reports prepared by American Testing Lab of South Florida, Reports No.0214.01; ••• 03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 •respectively, . signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.O,•Jtriptly ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed kailliam'R. Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by HetvyHatterF; P.E. per protocols TAS 201,202 and 203 completed with ATL Repgr44.0317.02-. 06, dated 05/23/06 Signed and Sealed by William Mehner P.E. alsolper Protoqul;.:. TAS 201,202 and 203. • • • .. . .. . • .. • Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 11CM- 223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E., per ASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report # 11CM- 233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1709.8.3 Test reports prepared by American Testing Lab of South Florida, report # 0505.01-08 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 and 2615 the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2615 of the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1,0ti� s'i'1'Tj't4L07, signed and sealed by Joseph LaboraDoldan P.E. �.. Tensile test as per QC metallurgical Report #lt` 8� -egE f 4.436TK21, 2008 signed and sealed by Frank E. Grate P.E. as Or ATM E-8. • fd �/ o. 44167 `; PRODUCT EVALUATION REPORT NO. 17-0802.01 3 Qualifications for Sabic Innovative Plastic 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 the burning characteristics, weathering and structural (mechanical) properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: •• •• . • •• • • • On Bertha H.V. Accordion Shutter System for maximum shutter span vS.- desl •. •• wind Toad, as well as maximum anchor spacing vs. design wind Ioa 1 p i shutter • span based on rational and comparative analysis, and in accordanceawLth section. 1616 of the Florida Building Code. Calculations prepared by Tilteco,•kra� Julyy31'" 2011 October 27, 2010 April 27, 2011 and August 8. 2.011 sinned +. tA•lealed �• ' • Walter A. Tillit, Jr., P.E. • • • • • • 3. MISSILE IMPACT RESISTANCE: • Large missile impact under section 1609.1.2 of The Florida Building's✓ode, as•�ii�r'• ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 ( for Blade 1 and• HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone Mounting)And per ASTM E-1886 and E-1996 (for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing # 17-122 at•detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.) , Drawing # 17-122. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of 20 of drawing #17-122. • 5. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 17-122. Minimum separation to glass shall be as indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.17-122. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.17-122. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of 20 of drawing # 17-122. Minimum separation to glass shall be as indicated on sh9 1,9 of 20 of drawing # 17-122. ,9+,,'' _00,aks ��. ..re''�- 1. w ( zoRioN . • •• • • • . • PRODUCT EVALUATION REPORT NO. 17-0802.01 4 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No.17- 122. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13,•1.5p• and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No;17r922. ••••• 7. LIMITATIONS AND CONDITIONS OF USE: • • .. .. . •... . . • •7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 14:1:1, 12 and 13. Indicated on sheet 1 of 20, of Product Evaluation Document (P.af.1.1'dravti.og No. 17-122, prepared by Tilteco, Inc. and signed and sealed by Walteibe Tillit, Jr., P.E.•• •• • • •. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONE41,• defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade HV USED unison with blade HV1A shall be as per sheet 19 of 20 of drawing No.,17-122. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). A A 167 //�t7 i�li. Of •47c-'� • • BROWARD, PALM BEACH WIND VELOCITY= 170mph EXPOSURE CATEGORY"C" Mean Roof Height Design Pressures (PSF) All Tributary Areas Zone 4 Zone S + 1 + I 15 ft 37.8 -41.4 37.8 -50.7 16 ft 38.3 -41.5 38.3 -51.3 18 ft 39.2 -42.5 39.2 -52.5 20 ft 40.1 -43.5 40.1 -53.7 22 ft 40.8 -44.2 40.8 -54.6 24 ft 41.5 -45.0 41.5 -55.6 26 ft 42.2 -45.8 42.2 -56.5 28 ft 42.9 -46.6 42.9 -57.5 30 ft 43.6 -47.3 43.6 -58.4 35 ft 45.0 -48.8 45.0 -60.2 40 ft 46.3 -50.2 46.3 -62.0 45 ft 47.4 -51.4 47.4 -63.5 50 ft 48.5 -52.6 48.5 -65.0 55 ft 49.4 -53.6 49.4 -66.2 60 ft 50.3 -53.2 50.3 -67.4 70 ft 52.1 -56.5 52.1 -87.4 80 ft 53.9 -58.4 53.9 -90.4 90 ft 55.2 59.9 55.2 -92.6 100 ft 51.3 -51.3 51.3 -94.1 110 ft 52.4 -52.4 52.4 -96.0 120 ft 53.4 -53.4 53.4 -97.9 130 ft 54.4 -54.4 54.4 -99.7 140 ft 55.4 -55.4 55.4 -101.6 150 ft 56.0 -56.0 56.0 -102.7 160 ft 56.6 -56.6 56.6 -103.8 170 ft 57.5 -57.5 57.5 -105.3 '180 ft 58.3 -58.3 58.3 -106.8 190 ft 58.9 -58.9 58.9 -108.0 200 ft 59.5 -59.5 59.5 -109.1 220 ft 60.6 -60.6 60.6 -111.2 240 ft 61.8 -61.8 61.8 -113.3 260 ft 62.8 -62.8 62.8 -115.2 280ft 63.8 -63.8 63.8 -117.0 300ft 64.8 -64.8 64.8 -118.8 BROWARD, PALM BEACH (COAST) WIND VELOCITY = 170 mph EXPOSURE CATEGORY"D" Mean Roof Height Design PressuresIPSF) All Tributary Areas Zone 4 I Zone 5 + I - + I 15 ft 45.9 -49.7 45.9 -61.4 16 ft 46.3 -50.2 46.3 -62.0 18 ft 47.2 -51.2 47.2 -63.2 20 ft 48.1 -52.2 48.1 -64.4 22 ft 48.8 -52.9 48.8 -65.3 24 ft 49.5 -53.7 49.5 -66.3 26 ft 50.2 -54.5 50.2 -67.2 28 ft 50.9 -55.3 50.9 -68.2 30 ft 51.6 -56.0 51.6 -69.2 35 ft 53.0 -57.5 53.0 -70.9 40 ft 54.3 -58.9 54.3 -72.7 45 ft 55.4 -60.1 55.4 -74.2 50 ft 56.5 -61.3 56.5 -75.7 55 ft 57.4 -62.3 57.4 -76.9 60 ft 58.3 -63.3 58.3 -78.1 70 ft 59.7' -64.7 59.7 -100.1 80 ft 61.4 -66.6 61.4 -103.1 90 ft 62.3 -67.6 62.3 -104.6 100 ft 55.6 -58.3 55.6 -106.8 110 ft 56.4 -59.3 56.4 -108.7 120 ft 57.3 -60.3 57.3 -110.6 130 ft 57.9 -61.1 57.9 -112.1 140 ft 58.6 -61.9 58.6 -113.6 150 ft 59.1 -62.6 59.1 -114.7 160 ft 59.6 -63.2 59.6 -115.8 170 ft 60.1 -63.8 60.1 -116.9 180 ft 60.7 -64.4 60.7 -118.0 190 ft 61.2 -65.0 61.2 -119.2 200 ft 61.7 -65.6 61.7 -120.3 220 ft 62.6 -66.7 62.6 -122.4 240 ft 63.6 -67.9 63.6 -124.5 260 ft 64.4 -68.9 64.4 -126.3 280 ft 65.1 -69.7 65.1 -127.8 300 ft 65.7 -70.5 65.7 -129.2 INSTRUCTIONS FOR TABLE USE: TABLES ARE 'TENTED TO DEPICT THE " WORST CASE" PRESSURES. "WORST CASE" IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOW VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd=1,0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTION FOR ROOF SLOPE LESS THAN 10 SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN ( AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION ( HEIGHT • WIDTH) OR THE SPAN LENGTH ( HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH' ( HEIGHT 3) . USE THE AREA BETWEEN STRUCTURAL AREA OF AN OPENING CANNOT IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR ( ZONE 4) OR EXTERIOR ( ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL ( EXTERIOR) ZONE. 9, READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REWIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. MI,�MI-,MI WIND VELOCITY = 175 mph POSURE CATEGORY "C" Mean Roof Height Design Pressures (PSF) All Tributary Areas 5 ftr40 1 C16ft •Zone 4 I Zone S 40.6 -431 -44.0 40.6 -54.3 18 ft 41.5 -45.0 41.5 -55.6 20 ft 42.5 -46.1 42.5 -56.9 22 ft 43.2 -46.9 43.2 -57.9 24 ft 44.0 -47.7 44.0 -58.9 26 ft 44.7 -48.5 44.7 -59.9 28 ft 45.5 -49.3 45.5 -60.9 30 ft 46.2 -50.2 46.2 -61.9 35 ft 47.7 -51.7 47.7 -63.8 40 ft 49.1 -53.2 49.1 -65.7 45 ft 50.2 -54.5 50.2 -67.3 50 ft 51.4 -55.8 51.4 -68.9 55 ft 52.4 -56.8 52.4 -70.1 60 ft 53.3 -57.8 53,3 -71.4 70 ft 55.2 -59.9 55.2 -92.6 80 ft 57.1 -61.9 57.1 -95.8 90 ft 58.5 -63.5 58.5 -98.2 100 ft 54.4 -54.4 54.4 -99.8 110 ft 55.5 -55.5 55.5 -101.7 120 ft 56.6 -56.6 56.6 -103.7 130 ft 57.6 -57.6 57.6 -105.7 140ft 58.7 -58.7 58.7 -107.7 150 ft 59.4 -59.4 59.4 -108.9 160 ft 170 ft 180 ft 190 ft 200 ft 220 ft 240 ft 260 ft 280 ft 300 ft 60.0 60.9 61.8 62.4 63.0 64.3 65.5 66.6 67.6 68.7 -60.0 -60.9 -61.8 -62.4 -63.0 -64.3 -65.5 -66.6 -67.6 -68.7 60.0 60.9 61.8 62.4 63.0 64.3 65.5 66.6 67.6 68.7 -110.0 -111.6 -113.2 -114.4 -115.6 -117.8 -120.0 -122.1 -124.0 -125.9 MIAMI-DADE (COAST) WIND VELOCITY = 175 mph EXPOSURE CATEGORY "D" Mean Roof Height Design Pressures (PSF)- All Tributary Areas Zone 4 Zone 5 + I - t 15 ft 48.6 -52.7 48.6 -65.1 16 ft 49.1 -53.2 49.1 -65.7 18 ft 50.0 -54.3 50.0 -67.0 20 ft 51.0 -55.3 51.0 -68.2 22 ft 51,7 -56.1 51.7 -69.2 24 ft 52.5 -56.9 52.5 -70.3 26 ft 53.2 -57.7 53.2 -71.3 28 ft 54.0 -58.5 54.0 -72.3 30 ft 54.7 -59.4 54.7 -73.3 35 ft 56.1 -60.9 56.1 -75.2 40 ft 57.6 -62.4 57.6 -77.1 45 ft 58.7 -63.7 58.7 -78.7 50 ft 59.9 -65.0 59.9 -80.2 55 ft 60.9 -66.0 60.9 -81.5 60 ft 61.8 -67.0 61.8 -82.8 70 ft 63.2 -68.6 63.2 -106.1 80 ft 65.1 -70.6 65.1 -109.3 90 ft 66.1 -71.7 66.1 -110.8 100 ft 58.9 -61.8 58.9 -113.2 110 ft 59.8 -62.8 59.8 -115.2 120 ft 60.7 -63.9 60.7 -117.2 130 ft 61.4 -64.8 61.4 -118.8 140 ft 62.1 -65.6 62.1 -120.3 150 ft 62.7 -66.3 62.7 -121.5 160 ft 63.2 -66.9 63.2 -122.7 170 ft 63.7 -67.6 63.7 -123.9 180 ft 64.3 -68.2 64.3 -125.1 190 ft 64.8 -68.9 64.8 -126.3 200 ft 65.3 -69.5 65.3 -127.5 220 ft 66.4 -70.7 66.4 -129.7 240 ft 67.4 -71.9 67.4 -131.9 260 ft 68.2 -73.0 68.2 -133.8 280 ft 68.9 -73.8 68.9 -135.4 300 ft 69.7 -74.7 69.7 -137.0 GENERAL NOTES: • 1. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAiINI THtSt:'ABVS PRE ONLY • • 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGNSNIND PRE6UFfe USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSUljlE AilD COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VEPOIED B>♦VG GOVF�.,., • • BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTE TESTS ITERIA AND OTHER c�cv..�i�n APPROVALS FOR DESIGN & INSTALLATION INFORMATIQN D AP ICABILITY OS THESEUABLE • • a VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORD CE TH GOVEIINS COCOS. • • • • 4. DESIGN IS BASED ON THE 3 SECOND GUST ( WIND Vr�OCITY)• FOR 4 RI EGORY II • • • ( GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) FOR 0 N I< CATEG III S�ARA}E TABLE WITH 188 MPH WILL BE USED. THESE TABLES NO•FOR USE WITH ESV4 AL F ICITIES 0 ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt = 1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp) =+/-0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd = 0.85 (DIRECTIONALITY FACTOR) WITT�ii Jj.QqCCAAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE Fi5 It AND Ve 0T10AL AURlwsae Dy 5. -ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM 0 IN ES, • • • • • 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF jHE H T S$JTR T e • • • 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN. NO ADDITIONAL CE$$FIGO N � � • OR AFFIRMATIONS ARE INTENDED. • • • • • • • • • • • • VALID WHEN SIGNED & RAISED SEALED BY YIPING WANG, PE. FLORIDA KEYS (COAST) WIND VELOCITY= 180mph EXPOSURE CATEGORY"D" Mean Roof Height Design Pressures (PSF) All Tributary Areas Zone 4 Zone 5 1- - 1- 15 ft 51.4 -55.8 51.4 -68.8 16 ft 51.9 -56.3 51.9 -69.5 "18ft 52.9 -57.4 52.9 -70.8 20 ft 53.9 -58.5 53.9 -72.2 22 ft 54.7 -59.3 54.7 -73.3 24 ft 55.5 -60.2 55.5 -74.3 26 ft 56.3 -61.1 56.3 -75.4 28 ft 57.1 -61.9 57.1 -76.5 30 ft 57.9 -62.8 57.9 -77.5 35 ft 59.4 -64.4 59.4 -79.5 40 ft 60.9 .-66.1 60.9 -81.5 45 ft 62.1 -67.4 62.1 -83.2 50 ft 63.4 -68.8 63.4 -84.9 55 ft 64.4 -69.8 64.4 -86.2 60 ft 65.4 -70.9 65.4 -87.6 70 ft 66.9 -72.6 66.9 -112.2 80 ft 68.9 -74.7 68.9 -115.6 90 ft 69.9 -75.8 69.9 -117.3 100 ft 62.3 -65.3 62.3 -119.8 110 ft 63.2 -66.5 63.2 -121.9 120 ft 64.2 -67.6 64.2 -124.0 130 ft 64.9 -68.5 64.9 -125.6 140 ft 65.7 -69.4 65.7 -127.3 150 ft 66.3 -70.1 66.3 -128.6 160 ft 66.9 -70.8 66.9 -129.8 170 ft 67.4 -71.5 67.4 -131.1 180 ft 68.0 -72.2 68.0 -132.3 190 ft 68.6 -72.9 68.6 -133.6 200 ft 69.1 -73.6 69.1 -134.8 220 ft 70.2 -74.8 70.2 -137.2 240 ft 71.3 -76.1 71.3 -139.5 260 ft 72.2 -77.2 72.2 -141.5 280 ft 72.9 -78.1 72.9 -143.2 300 ft 73.7 -79.0 73.7 -144.9 LipED • • • • • • • • • • • • •• PEAK ROOT • HEIGHT cO CO a3 c\I`� o� to Cr] CO MCY.Engineering@Att.net. 0 0 ab a) a) C tao MEAN ROOF HEIGHT ti EAVE ROOF. HEIGHT • • WLL�ONE FIGURES a ISOtyiE7 RIC • /" a = 10% OF LEAST HORIZONTAL DIMENSI6H-03,411% OF MEAN ROOF HEIGHT,WHICHEVER IS SFy0t1Lf;_R`,'(�, LY. • BUT NOT LESS THAN 4% OF LEAST HORIZOt�Td�,L4,{,. • DIMENSION OR 3FT. r • USE ZONE 5 IF ALL IN QUESTION. CONSULT AN!/, , tj j • • ENGINEER FOR A MORE SPECIFIC INTERPRETATIOf = • • • IF REQUIRED. • /,d. DESIGN WIND LOADS FOR WALL COMPONENTS AND CLADDING FLOR)DA R0GI31RATIONf YI�'I(JC WANG, P.E. A 'PE #55983 -;p; • G.A.N. 26577 i „Zy i. rLj1;LfSi4 . • •..... • • ....•. • .. •..... ..... • • •...• . • •..... . • • • • • . . • .• .....• • .. • • • • •. OOOOOOO • • • • .. • • . •••. . OOOOOO . • • •. • • . • •. •..• • • • • . . • •. • • • • • • • • . •..... •. •. • . ...... •••. • • •... ...... ...... • •. • • . • • Miami Dade Shutters Presco South Construction, Inc. 6625 Miami Lakes Drive, Suite 419 Miami Lakes, Florida 33014 Office: 786-660-2660 CGC-1515514 Accordion Shutters fl1850 r11.3 30" x 80" ZONE 5 (+40.1 / -53.7) Accordion Shutters fl1850 r11.3 37" x 39" ZONE 5 (+40.1 / -53.7) Impact Window noa 17-1011.23 Single Hung 37" x 38" ZONE 4 (+40.1 / -43.5) PROJECT: Lina Maria Buitrag 547 ne 94 street Miami Shores, FLorida 33138 Folio# 11-3206-014-0880 395 sq ft Mean Roof Height 15 FEET Accordion Shutters fl1850 r11.3 86" x 54" ZONE 4 (+40.1 / -43.5) Accordion Shutters fl1850 r11.3 30" x 75" ZONE 5 (+40.1 / -53.7) Accordion Shutters fl1850 r11.3 30" x 75" ZONE 4 (+40.1 / -43.5) AC fl 30" Z (+40. 75"11.3 1,j`\ fli hutters -43. Accordion Shutters fl1850 r11.3 37" x 51" ZONE 4 (+40.1 / -43.5) Accordion Shutters fl1850 r11.3 37"x51" ZONE 4 (+40.1 / -43.5) Accordion Shutters fl1850 r11.3 21" x 40" ZONE 4 (+40.1 / -43.5)- Accordion Shutters fl1850 r11.3 39" x 54" ZONE 5 (+40.1 / -53.7) PERMIT #: Wlsg_ Z I?S Miami Shores Village APPROVED BY DAIL ZONING DEPT �& 1 r- BLDG DEPT 'Jr SUBJECT TO COMPLIANCE W! FH AL FEDERAL STATE AND COUNTY RULES AND REGULATIONS` ECO—GUARD SERIES-100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND Tr • • .ITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) RIDA BUILDING CODE INCLUDING HIGH VELOCITY HURR 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 53 1/8" WINDOW WIDTH 47 3/8" 6" MAX. HEAD CORNERS FALSE MUNTINS (SURFACE APPLIED) ❑PTIDNAL wel D.L.O. (FIX. LITE) .-e 12" MAX. HEAD NO ANCHORS AT SILL 47 3/8" D.L.O. (VENT) 50 3/16" — VENT EQUAL LITES _ SWEEP LATCHES AT 12-1/2" 7FROM ENDS TYP. fC 53 1/8" WINDOW WIDTH 47 3/8" 6" MAX. HEAD CORNERS D.L.O. (FIX. UTE) CA)3 12" MAX. HEAD I I WINDOW HEIGHT FALSE MUNTINS (SURFACE APPLIED) ❑PTIDNAL SPRING LOADED LATCHES AT 7" FROM ENDS OPTIONAL TO SWEEP LATCHES TYP. TYPICAL ELEVATIONS TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ==� I I 11 1 II 11 tt 1 _===IT==__ II I I II II I I CO acr • • • •• • • • • • •••• ••• • ••• ••• :• •• • — Q m m' NO ANCHORS AT SILL 47 3/8" D.L.O. (VENT) 50 3/16" VENT WIDTH UNEQUAL LITES (ORIEL TYPE) -. f 1 31,. ( 5: SE-) Ftot ;<co,..Fy .. t 1.-4 _'s (1i1Pi . z 3 ';?:nirritiv.?j.M C _0B.jrolq Oy ;_a, tea._. lv1)2._:i7i 113:ie_. roduci. :.ontrC' • • • • 00 Z 0 cz 0 C) •a •0 •0 'a •iL •Q 03 by • M N �m O. N• �� C u. W•• O Q& in C• 0. o wo W ILL•• Z_ fn 0 i ( g• W - O1 •iw-' r-. 0 U w m 0 rn I a 0 • N •• • O • •� •• • Jco LC) co (n W 1- } N 0 0 Z 0 U Lv 0 o) t+) m OM uu)) 00 I - coo 6 o NJ 00 coM 0 co .5 a) 0 .L U N a) W O 0 0 0 ca N N s U UPDATED TO 2014 FBC REV. PER RER COMMENTS UPDATED TO 2017 FBC T .0 v 0 co 0 O m 0 4) (.4 O N O 0 U a W ) 0, 0 O 0 a 0 N f dr. by: TARIO L U • drawing no. W09-08 sheet 1 of 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES FLANGE DIMS. 'A', 'B' & 'C' WIDTH HEIGHT EXT.(+) 1NT.(-) 19-1/8" 75.0 90.0 24" 75.0 90.0 26-1/2" 75.0 90.0 32" 26' 75.0 90.0 37" (3) 75.0 90.0 40" 75.0 90.0 48" 75.0 90.0 53-1/8" 75.0 90.0 19-1/8" 75.0 90.0 24" 75.0 90.0 26-1/2" 75.0 90.0 32" 38-3/ " 75 0 .0 I-37" (4) 755) 0.0 40" 75.0 90.0 48" 75.0 90.0 53-1/8" 75.0 90.0 19-1/8" 75.0 90.0 24" 75.0 90.0 26-1/2" 75.0 90.0 32" 50-5/8" 75.0 90.0 37" (5) 75.0 90.0 40" 75.0 90.0 48" 75.0 90.0 53-1/8" 75.0 90.0 19-1/8" 75.0 90.0 24" 75.0 90.0 26-1/2" 75.0 90.0 32" 63" 75.0 90.0 37" (6) 75.0 90.0 40" 75.0 90.0 48" 75.0 90.0 53-1/8" 75.0 90.0 19-1/8" 75.0 90.0 24" 75.0 90.0 26-1/2" 75.0 90.0 32" 76" 75.0 90.0 37" (7) 75.0 90.0 40" 75.0 90.0 48" 75.0 90.0 53-1/8" 75.0 90.0 * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 WIDTH 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuraray Americo, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW 899 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPES 'B' & 'C' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8" 24" 26-1/2" 32" 37" 40" 48" 53-1/8" 50-5/8" (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24" 26-1/2" 32" 37" 40" 48" 53-1 /8" 63" (6) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 19-1/8" 24" 26-1/2" 32" 37" 40" 48" 53-1/8" 76" (7) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW 899 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE `B' GLAZING OPTIONS * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. • • • •• • •••/ • •••I • • • • I • •• • • • • • • • • UNEQUAL LITES (ORIEL TYPt) • TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. z (0 rn 1/8" HEAT STREN'D. GLASS GLASS BITE 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' -1/8" HEAT STREN'D. GLASS SILICONE DOW 899 SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS AT 1/4 POINTS i'.. ,;:I;_.- „_;,.5,2,r ALL SIZES : ..::>... Florida GLASS TYPE `C' F 04196. 20341 _�.S.f2q =._; ?ai c1 r • • 0 cc" J 0 0 CC W 0 CD CJ W revisions • N U a • •n _.J • Ln co i M Q rn cNt u) co co 0 W F- C O 0. 0 w a) v 0 0 z 0 F 0 z UPDATED TO 2014 FBC REV. PER RER COMMENTS UPDATED TO 2017 FBC a a 0 to cV 0 N m 0 "] 0 0 _O 0 0 0 C 0 W fa- 1 N 0 u U • (11 drawing no. W09-08 sheet 2 of 6 4 x 0 z 3 0 1BY WOOD BUCK • •44 0 a 0 J 4 ..1*4 4 .• 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. 4 4 4 Mil II I• a 0 -J 12 4 0 OPTIONAL TO BOTTOM LATCH 0 14 REEN OPTIONAL 0 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE x x w x z 4 4• .4 44 4 4 4. MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST 00 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z :0 OZ �N a2 • N OWN• ` Et t O (••• •• • r0—d ••••.; • 4• ". • eel — w ••• Z•• ,•Q W a c+) 2•!— • • • • • • • •• TYPICAL ANCHOR SEE ELEV. FOR SPACING ULTON-1BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 00 \1111111,1�� i0592 7 CC TATEOF ;•�ha ` ® <OR10��D�� COMP-ANL\W09-08E • •� 3 x vi 0 0 w CC w 0 I 0 0 W Q) 0 N 0) •-�.4.1 • N ' • •• • J�, . •• • J io co W O 0 O 0 a) v UPDATED TO 2014 FRC REV. PER RER COMMENTS UPDATED TO 2017 FTC > a» 0 0 0 05 M 0 ri 0 0 0 0 0 02-12-09 w V • N dr. by: TARIQ drawing no. W09-08 sheet 3 of 6 WOOD BUCK CO N STRUCTURE MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM w 0 W TYPICAL ANCHORS SEE ELEV. FOR SPACING • _ WINDOW WIDTH WINDOW WIDTH VENT WIDTH gnair SCREEN OPTIONAL ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY101 1 FRAME HEAD 6063-T6 - 2 FY115 1 FRAME SILL 6063-T6 - 3 FY103 2 FRAME JAMB 6063-T6 - 4 FY104 1 FIXED MTG_ RAIL 6063-T6 - 5 FY105 1 VENT TOP RAIL 6063-T6 - 6 FY114 1 VENT BOTTOM RAIL 6063-T6 - 7 FY107 2 VENT SIDE RAIL 6063-T6 - 8 FY108 AS RQD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 8A FY109 AS RQD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - • 8B FY110 AS RQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - • • • 9 FY116 2/VENT SASH STOP 6063-T5 - • • • 11 FY113 2/VENT SPRING LOADED LATCH, AT 7" FROM ENDS 6063-T6 - •• 11A - 1/ LATCH LATCH SPRING ST. STEEL - • • • 12 SL203P 2/VENT SWEEP LATCH, AT 12-1/2" FROM ENDS ZAMAK SULLIVAN & ASSOC. • • • • 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS • • • • 4 13 - AS REQD. SETTING BLOCK EPDM • DUROMETER 80±5 SHORee A 1 14 #8 X 1" AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS • ,1 14A #8 X 3/8" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS •• 15 E207 AS REQD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 16 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 W23181 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB 19 FY117 4/ VENT SASH GUIDE CELCON M&M PLASTICS 19A #6 X 3/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE B 20 F210 2/VENT SASH BALANCE - SUPERBOOST BY BSI 20A #8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - P FH SMS 21 - AS REQD. GLASS SPACER SILICONE FRANK LOWE 22 - 1 5/16" BOX SCREEN - OPTIONAL 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 24 - - INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL 1/4" MAX. EXTERIOR D.L. OPG. WINDOW WIDTH SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. I FOR SPACING 1 10/2" CONC. si 1/4" .MASONRY Vv. 4 N W 0 W I'RODIJCI REVISED cr_np3° :gig with the Florida cling `y�1a;1 ca 4k. 17-101i.23 Si4 thew ='}ki DadeFroduct Comm! 1 /4" MAX. SHIM METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING L 11111111,� ��.• �PdsF•`41�i LW E STATE OF �: •.FtOR15P. •' O\ ll l l 't't t � \\\ Z 0 et 0 cc 0 • •V Q l 1JL •Q co co h tO 0 Z M N 2 N O0 o N ok •- W • ix rP W �•�• w y o — 0 .g oto • 0 046, W' Lao' - COMP -ANL\W09-08ECO • • • N •� V•• •fi; • N •• • co C/1 0 IId Ir w 0 C9 O U W co 0 M TEL. (305) 885-5299 0 N 4) c 0 0. U N v 0 0 0 a 0 x w c� UPDATED TO 2014 FBC REV. PER RER COMMENTS UPDATED TO 2017 FBC co 0 0 a 0 n ri 0 N N 0 O 0 W 0 N N drawing no. W09-08 sheet 4 of 6 C ALT. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING cn x N EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. -1 1 /2" 1. 1 4" • MASONRY 4 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ALT. qv. Flofida (1 -101 1.3 1)72.y...piaatkikl Oode,2408.1.2.019 B miami . • IIIIIf11 • • . • • • • • • •• 40. SERIES--100 0 U W N U•• • 0, • • .,., J Lc) co co c 0 Wv W 1 } c CD O o'er Z_•u o , QD 1.11 (1.0 CEO y O N .5 0 a 'C 0 UPDATED TO 2014 FBC NO CHANGE THIS SHEET UPDATED TO 2017 FBC T co a 0 0 O 4) co Ori 0 ri N O N O 0 C 0 0 w 4_ 0) 0 N 1,4 0 0 A «'0, drawing no. W09-08 sheet 5 of 6 1.688 2.750 .062 .813 0 2.812 FRAME HEAD .750 1 0 FIX. MEETING RAIL 2.750 r—1.2811 FRAME JAMB 1.140 O5 VENT TOP RAIL 519 .045 .394 .050 GLAZING BEADS �.130 0 VENT SIDE RAIL 1.929 2.027 1.140 .062 2.773 1.750 O VENT BOTTOM RAIL tt SPRING LOADED LATCH .874 2.974 .062 3.002 .500 2.750 0 FRAME SILL .500 f 2.688 23 FLUSH FRAME ADAPTER FRAME CORNERS DETAIL 't ...E4i SEE- A _-. 1 arxf. Ne i 121 t. Z 3 Lxpi ataon Date 124j9j.l.1,gjef i3y 2-haw Manzi Dade Pre -duet C£:sft9ro> VENT CORNER DETAIL • • . •• •... . ... • •.. • •• . • • • • • • •• N .5 0 L 0 L U Q) v z 0 0 QH s UPDATED TO 2014 FBC NO CHANGE THIS SHEET UPDATED TO 2017 FBC T. .0 0 0 cY O u, oi Yl O 76 0 O r_ t0 of O 0 U 0 W 4- ) p N 0 N dr. by: TARIQ drawing no. wog-08 sheet 6 of 6 GENERAL NOTES: 1 BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSItM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHER BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) NDICATED ON SHEETS 11 THRU 15, 19 & 20. 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 WINO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN. ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33 % INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL - HV BLADE 0#0214.01-03, #0715.01 -03, #1004.01-05, #1214.01-05, #0317.02-06, #0609.01-10 AND #0210.01-11 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS & #1220.01-10 AS PER TAS 201, TAS 202 & TAS 203 PROTOCOLS LARGE MISSILE. - HV WINDOW BLADE 6A #0505.01-08 AS TAS 201, 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. 2. HV BLADE Qi AND HV WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITHEACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH135.0 ksi YIELD STRENGTHAND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITHAMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE FN MARKING ON THEIR HEAD. 4. FOR 6005-TS ALLOY. 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksi 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE Q : 12,13,14,14q 15 AND 20 HV BLADE Q & ® WORKING IN UNISON: 12. 13 & 15 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN DESIGN PRESSURE' RATINGS I REPORTS: ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS EASTERN METAL SUPPLY, INC. STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE WHOLE OR IN PART BY U.S. PATENT #5'458,179 ISSUED TO 9. IT SHALL BE THE RESPONSIBILITY OF HY H E CONTRACTOR TO VERIFY' SOUNDNESS 0STRUCTURE WHERE R ANCHORAGE. CONTRACTOR TO 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITHWARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITHSECTION 1709.9 3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 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 WHERE PERMIT IS APPLIED TO. 13. (a) HIS P.E.D. PREPARED BY HIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE HE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF HIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM HE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS HE CONTRACTOR'S RESPONSIBILITY. HIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. SITE SPECIFIC PROJECTS SHALL BE D RIDA ERED ITECT WHICH WILL BE RESPONSIBLE FFOR THE PROPER USEPOFEHEYP.E.D.OENGNEERIOTF RECORD! AC INGRAS A DELEGATED E GINEER TOME HE P.E.D. E GINEER SHALL SU MITHE ENGINEER OF RECORD RT.) TOOHIS LATTER THEASIITE SPECND WHO FOR REVIEW. ORIGINAL P.E.D SHALL BEAR TH SEAL/CAULK ALL SHUTTERCOMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUO SCONTACTWITHSHUTTERATTACHED (c) (d) (e) E DATE AND ORIGINAL SEAL AND THEBUILDING TO PREVENTWIND/RAIN INTRUSION. SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1 Pi' RA.TII TILLIT 6355 N.W. Phone P.E. SEAL//SIGNATURE/DATE IL EC O INC. TESTING & ENGINEERING COMPANY 36th. St., Ste. 305. VIRGINIA GARDENS, FLORIDA 331 : (305)871-1530 . Fax : (305)871-1531 e-mail: tiltecoOool.com EB-0006719 WALTER A 11LUT Jr. P.E. FLORIDA Uc. # 44167 66 (WHERE APPLICABLE) • • TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS INSTALLATION DETAILS A-F, CONCRETE/BLOCK INSTALLATION DETAILS G-M, CONCRETE/BLOCK CENTERMATE DETAILS HV CENTERMATE ALTERNATING DETAILS HV TABLE OF CONTENTS AREA 1: HV BLADES C1) & 6q GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 AREA 2: HV BLADE G) AND HV WINDQW BLADE • • END CONNECTION DETAILS 1-6, CONCRETE/BLOCK MAXIMUM SPAN TABLES ANCHOR SCHEDULE- CONCRETE ANCHOR SCHEDULE- CONCRETE ANCHOR SCHEDULE- CONCRETE ANCHOR SCHEDULE -=CONCRETE BLOCK ANCHOR SCHEDULE- WOOD INSTALLATION DETAILS M-R, WOOD INSTALLATION DETAILS S-X, WOOD END CONNECTION DETAILS 7-12 & X, WOOD • • • . • • SHtET 5 • • •••tET 6 • ***WET 7 • ••! ET 8 • ••fMEET 9 :• •••S.• • • SHEET 100 •• •• • SHEET 11 :••t 1 ET 12 • SHEET 13:. : ST-IEET 14 • • • SHEET 144 • SHEET 15 • SHEET 16 SHEET 17 SHEET 18 AREA 3: HV WINDOW BLADE 6b ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE) ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 I THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BADE #1 W/ OR W/O H.V..WIMOW BLADE REV.No DESCRIPTION OLD 15-080 DATE 08/02/17 DRAWN BY: M.L 2 3 4 5 6 DATE: 08/02/17 DRAWING No 17-122 SHEET 1 OF 20 fib/ .-re FOR WINDOW BLADE 0 m;; 23a • O j 4.371 " I ° 554' �� 1 I HV SOLID BLADE COVERED�NIy)ZER US PATENT 8179 HV WINDOW BLADE* *SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER I - I 01 tt 3.556" .670" 2.226" 3.226" ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV / BLADEr` AN 6063-T6 ALLOY El -TEMPER I to of 0.072" 1.917" o+-__083" `._083" 1 rni 060" !870 1.686" co 3.520" I (1 1) HV CEILING HEADER QUOLIFIED FOR USE W/ HV BLADE % 1.) ONLY, SEE SECTIONS FOR VALIDITY` 6063-T6 ALLOY AND TEMPER CVcal x }I t IMN. X MN. YI MN. t 1" 0.062" I'M: SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE () 6063-T6 ALLOY' AND TEMPER � J 4.385" 4.999" (?)HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE (1)) 6005-T5 ALLOY AND TEMPER I nl 3.226" 1.500" .085" (TYP.) l 4.897" 7 HV ADJ. ADAPTER W/L QUALIFIED FOR USE W/ HV BLADE:1` 6063-T6 ALLOY ,kdL T MPER m VARIES r1 1" 1.915" I i • Max. I OI .083" 100" ^i I 1 o°DI I .083" 060" 12 H! t0 .060" c"I ALIFIED FOR USE W/ HV BLADE (1 6063-16 ALLOY AND" TEMPER`"" T1 B ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE (1, ONLY. 6063-T6 ALLOY AND TEMPER NtrX 'i LY VARIES. at;x. .0913"1 1.918" N .375", v)' '4)HV DIRECT MOUNT " QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER I N 9 10" 4.436" 8 HV WALK OVER TRACK QUALIFIED FOR `USE W/ HV BLADE11, 6063-T6 ALLOY AND TEMPER o1 .j 1.936" 13' HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE ;1 SEE SECTIONS FOR VALIDITY. - 6063-T6 ALLOY AND TEMPER COMPONENTI A I el T1 I T2 a 2" 5" MAX. 1/8" 1/8" 08• 2" ; 5" MAX.: 0.192" 0.192" '19 1 2.5" ' 7" MAX.. 0.190" j 0.190" 5A; 2" 5" MAX.! 0.139" 10.131 " I .po S ATE OF ll •,``. E`S SIG VRE/DATE IL EC O INc. TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tiltecoOaol.com EB-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lic. # 44167 >- 1.491" ' 1.200" NI 1 of o t%sY, 5) HV 90'/180' STARTER QUALIFIED FOR USE W/ HV BLADE ',,1) 6063-T6 ALLOY AND TEMPER 2.670" 9 HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE `l,1 ONLY. 6063-T6 ALLOY AND TEMPER I,14, HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE C11 ONLY. 6063-T6 ALLOY AND TEMPER `1 1 X X Y 2" I 2" 0.125" 3" " 0.C90" (20 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 11 6063-T6 ALLOY AND TEMPER 66 I N ri 373- o .124%-1 r of i 0 • • • • • . •• • • . • !.1;5. I•••• • 1- 255" 3.750••••.. 10 HV RAINGWA)31 QUALIFIED FOR ,. ,E•W)1( HV BLADEZ1) • 6063-T6 ALLOY ANND TEMPER • •• • • • •• • •••• • •••• •• • • • •• • • •. •••• • • / •• 1 • • •• • • • e • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BADE #1 W/ OR W/O H.V. Wt•DCW BLADE REV.No DESCRIPTION DATE DRAWN BY: M.L. OLD 15-080 08/02/17 DATE: 08/02/17 2 3 4 DRAWING No 17-122 5 6 SHEET 2 OF 20 ' o t v =0: of N NI 0.45 2 , HV FLOATING CENTERMAT€\s" QUAIED FOR USE W/ HV BLADE( 1 & :(1A ONLY 6063-T6 ALLOY AND TEMPER 2.874" 28 HV MALE "T" LOCK CENTERMATE LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE i ;ONLY 29 HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE IN/ HV BLADE (1') ONLY 6063-T6 ALLOY AND TEMPER - QUALIFIED FOR USE W/ HV BLADE I 1 (ONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' 1.917 i .929" op CD AC3 / 23i HV CORNER CENTERMATE dCIALIFIED FOR USE W/ HV BLADE(1 '+ ONLY 6063-T6 ALLOY AND TEMPER 4.045" 2.079" 1.753 { 1/4"-20x1/ FLAT HEAD S.S.M.S. (2 TYP.) 01 NI iCO .063" ;31 HD CENTERMATE W/ NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADE: & .1 A 6063-T6 ALLOY AND TEMPER VARIES, 12" MIN. 1/4" 0-20 S.S. 0R 3/8"0-16 ACETAL THUMBSCREWS. (SEE DETAILS) 0:: UPI (21` HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE (1 & ;1 A; ONLY 6063-T6 ALLOY AND TEMPER 1.000" I � 2750 PLAN • g m r 2.750" `•• FRONT ELEVATION LOCKING ROD A QUALIFIED FOR USE W/ HV BLADE 1 A_ 6063-T6 ALLOY AND TEMPER :S . INSTALLATION WILL REQUIRE A 7/16" HOLE DRILLED AT TRACKS FOR PROPER EMBEDMENT of 1.917" 40 .063" (l Zito ico .062" .214" IW Si HD CENTERMATE W/ LOCKING ROD QUALIFIED FOR USE W/ HV BLADE (1 , & 1 A; 6063-T6 ALLOY AND TEMPER A N; rn, 0,40 rnl 36' HV 3/8"0-16 ACETAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1..1 • • S5 •. 1C.44 P'E,_S ,9tuaTtillE/DATE Io^- -.•.* 1.325" i ! 3.023" 3.161 .432 .063" . .432 1 1.030 .1 I ,+062• m tnt N CO'. NI • I .405 P2 33 HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE 1h & 1A 6063-T6 ALLOY AND TEMPER ±1/2" +I; 6-1/4-0 HV 1/4" 0-20 AISI 304 S-ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE lu; IL EC O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tiitecoOaol.corn EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 .875r .318 , NI a; 1.875"! An! a• I col i t O • . of N co rnI 1/4"-20 THREADED ' -DIE CAST 1 HOUSING ENAMEL BAKED PAINTED L BRASS CYLINDER & KEYS (CHROME PLATED) ® HV LOCK QUALIFIED FOR USE W/ HV BLADE J & ONLY. .321" 1.822 HV "T" LOCK QUALIFIED FOR USE W/HV BLADE 11ONLY. PLASTIC HEAD MOLDED TO-', SCREW 1/4 -20- THREADED - -.250" 0.D. O I nl mi /DIE CAST HOUSING ENAMEL BAKED PLANTED EGRESS TURN KNOB. - BRASS CYLINDER (CHROME PLATED) ® }IV EGRESS LOCA • • QUALIFIED FOR USE VV/ xV • BLADE:( ace.1-4ONUS. • • • • •• I ^i L825"i t 1 /4"0-20 x 3/4" S.S. THUMBSCREW * SERIES 9444 ALUMINUM (2024-T3 AL:0Y) ktiliE FLANdE THIN SHEET NUTSERT, PART 10820, AS MANU7QTURE4 BY Ala... • CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUTAl. • @ HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE ONLY. 31g"' • 're) • • • • t • N • • • • • .255" N a): N: n Oa' �nl tOi 40 0' 00 0 0 '• •'y801 AFTER•RIVE:11% BEFORE, QIVERNG ♦! • 1/4" •='1 RIVJUi; '-THUMBTURN CYUNDER OR KEY CYLINDER 545• N ' 804" 0.875" Min. 1 .125" Max. 1.57 Min. 1.78" Mox. i THUMBTURN CYUNDER OR KEY CYUNDER 3�4 HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333HOOK _BOLT _.LOC1C- QUALIFIED FOR USE W/ HV BLADE 1 ;& t1A FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O I-LV. 'MFcx / BLADE REV.No DESCRIPTION DATE OLD 15-080 2 08/02/17 3 4 DRAWN BY: M.L. DATE: 08/02/17 DRAWING No 17-122 5 6 SHEET 3 OF 20 I SHUTTER ASSEMBLY SCHEDULE FOR HV ), HV I •HV BLADE 1 HV BLADE 1A HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS HV 1 3/4" ACCORDION PIN W/ #8 HEAD * HV 2 3/4" ACCORDION PIN W/ #8 HEAD * POLYCARBONATE IMPACT RESISTANT HV WINDOW oTh * HV PIN EOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR HV 13 BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET 00 1' 1 EXTERIOR !J.I or (SEE NOTE FOR REQUIREMENTS) TYPICAL SHUTTER ASSEMBLY N.T.S. WHEEL CARRIAGE DETAIL N.T.S. 3/8 + i 315"D 14 ®OR 0 OR OR 43 AT EXT RIOR _ BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) ASSEMBLY LAYOUT N.T.S. BLADE'S KNUCKLE (TYP) 2 7/8" MIN. CLEAR SEPARATION: BETWEEN BLADE OPENINGS EXTERIOR (,112) HV BLADE SOLID & fA HV WINDOW BLADE DETAILS N.T.S. 6 <0'4 P.E. SEAL/Sleh ArT1J 'DATE IL ECOINc. TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINLA GARDENS, FLORiDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tiltecoCooi.com EB-0006719 WALTER A. T1LLTT Jr. P.E. FLORIDA Lic. # 44167 i I CLEARANCE BLADETO TOP AGE .1875" FLAT PORTION ; HV WINDOW .0625" HV WINDOW BLADE .0625" SECTION X-X .1875" Y .0625 0.0625" 03.00 .0625 --0625" ± 53/4" SECTION Y-Y ON CENTERS s .7500" 2 1 /4" FXTFRIOR El FVATIOI. • • CLEAR s • • • • IBETWEEN ; TYPICAL HV WINDOW BLADE AND TABS POLYCARBONATE HV WrNDOW DeNE -IOR .0625j .0625" 3f 50" X •• •• • • • • • - 13.7500" • • • • • • • • • • •• • • • • •• • • • • • 12" MIN. CLEARANCE TO BLADE BOTTOM • • •• •• • • • • . • • • •• • • * POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 4a4 TYPICAL PROPERTIES Mara: SPECIFIC GRAVITY MFCWWIGU - TENSILE YIELO STRENGTH FLEXURAL STRENGTH AT YIELD FLEXURAL MODULUS IMPACT; NOTCHED IZOD FIRE BURNING CHARACTERISfIPS- SMCKE DENSITY RATE OF BURNING SELF IGNmON WEATHERING.: TENSILE STRENGTH AFTER WEATHERING TENSILE STRESS BEFORE WEATHERING APPUCABLE STANDARD REFERENCE ASTM D792 ASTM 0638 ASTM D790 ASTM D790 ASTM 0256 ASTM D2843 ASTM D635 ASTM 01929 ASTM G155 ASTM 638 ASTM 638 RESULT MVO •ewr / SaDICE U.C.1.010L01.1 3,o21 0.043 Ib/in' 9,400 12,500 p.3.1. 340.000 18 FT-Ib/in 47.2 7. C-1 CLASS 1040 'F 9302 p.s.i. 8461 p.s.i. MOW 1C13 RPM 0.043 Ib/in' 9.500 p.s.i. 13,400 p.s.i. 345.000 p.s.i. 17 FT-Ib/in 64.5 X MAX C-1 CLASS 980 'F 8840 p.s.i. 8880 p.s.i. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE REV.No 1 2 DESCRIPTION OLD 15-080 DATE 08/02/17 3 4 5 DRAWN BY: M.L DATE: 08/02/17 DRAWING No 17-122 6 SHEET 4 OF 20 SEE END — CONNECTION DETAILS ON SHEETS 10 & 18 TYP. FULL HEIGHT. TT, OR 1� R 5 ©a+�4 oR UNUMRED Wlon it2ioRljOR C6;+ °R 8)°R O'T13;°R (T)+ i 5:OR (1)+ taOR 17;+ 1S.'ce +(7) +; 7%aRi:6 7`,+-18,aR 7Si+:18)oRi +' 8.oR(8:1+ OR 8 ; + IR OR f9` + 113, 00 19i + 7 5 oR ( 9'. 04-i + 54' TYPICAL 1) HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE * NOTES ON HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION 11; ONE HV LOCK or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BE OW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or q...§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 1) OR Ig 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 TYPICAL SHUTTER ELEVATION. 2. LIMITED MANDATORY CONDITION 12 ALTERNATE (2�jp MAND�ITORY CONDITION #1 ALID LY FOR FLOOR/CEILING INSTALLATIONS. TWO HV LOCKS : OR 155 OR ONE HV LOCK (2 OR W/ TWO LOCKING RODS i� AT TOP & BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK OR SHALL BE ATTACHED TO f. OR ;2z CENTERMATES W/ SAME SPECIFICATIONS AS PFit"6 MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDI TE • SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE 13.ON�•SHEET (?2.• • • 3. OPTT9NAL DIT1QN 11i IF DESIRED, FOR BEIIER PERFORMANCE OR FOR SECURITY PURPOSES :le. TO TWO H' LOCKS qj ., ^ OR 2,§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS' •CENTERMATES OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. • • • • • LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. • • 4. OPTIONAL CONDMON 112 (VALID ONLY WHEN MANDATORY CQNDITION #1 OR LIMFFED � Q• #2 IS USED W/TWO H.V. LOCKS); LOCKING RODS 35 ARE NOT REQUIRED AT HURRICANE IRON, BUTON MAY�• BE USED 1F DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 3-5 OR AN AL1V}RIkrItE DEVICE • MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). •• • • • 5. btAdDATORY CONDITION #2; ONE HV LOCK L4 or SHALL BE USED AT CORNER CENTERMATEPbf� ANY SPet� AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or ? SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, • • • ATTACHED TO l CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS'33 AT TOP & BO QM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUIItR SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. •6. Fl ALTERNATE TO MANDATORY NDmON 11 VALID ONLY FOR HV W4 SYMMETRICAL CENTERMATES ONE ALTERNATE HV LOCK Ig MAY BE USED IN LIEU OF HV LOCK or 2 FOR ANY SPAN AND tt INSTA LATIONS AT ANY ELEVATION. ALTERNATE LOCK 2.9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO 2�1 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 SHUI ILR SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 7. MANDATORY CONDITION 13 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK 3 or gis or . SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @, or 5 or A MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 or 22 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 35 W/ 6 OR (9 TOP AND BOTTOM IS COMPLETLLY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SECOND ALTERNATE TO MANDATORY CONDITION 11 VALID ONLY FOR HV `!' LOCK 0 • ONE ALTERNATE HV "T" LOCK Rt.`2 AND MAY BE INSTALLED IN LIEU OF HV LOCKS 1OR.* FOR AND INSTALLATION AT ANY ELEVATION. ALTrRNATE LOCKQ MAY BE USED AACHMENT OF LOCK (i�( INCLUDES USING REINFORCING LOCKER 27 , AS SOWNAONS ASECTION HVG, SHEETN INSIDE ORE9,LWHHICHTTMUST BE CONNECTED TO CENTERMATES j 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" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 35. TOP AND ROTOM IS MANDATORY *NOTES ON HD LOCKS & CENTERMATES: 1. HD LOCK,‘, W( HD CENTERMATES (1 OR J W I;; • ONE ALTERNATE HD LOCK (34 MAYBE USED IN LIEU OF HV LOCKS (24 OR /q25) FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 34) MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK J4 TO 14 IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT ; AS SHOWN ON SECTIONS HDB—HV�AND HDC—HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS '3� IS COMPLETELY OPTIONAL. IL E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36te. St. Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tilteco0aol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. Jj 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) © 2017 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 BERTHA HVTM Accordion Shutter System KV. BLADE #1 W/ OR W/O H.V. WINDOW BLADE REV.No DESCRIPTION DATE DRAWN 8Y: M.L I OLD 15-080 08/02/17 DATE: 08/02/17 2 3 4 5 6 DRAWING No 17-122 SHEET 5 OF 20 POURED • CONCRETE \ REQUIRED E. D.* CONCRETE ANCHORS / (SEE SCHEDULE ON SHEET 13) ^1OR( 1 .250" Mcx. MIN. SEPARATION TO GLASS (SE SCHEDULE ON SHEET 111 FOR BLADE II EXISTING I ON SHEET- 19 FOR GLASS--= BLADES t)& EXISTING POURED CONCRETE — REQUIRED (-1--) OR 1Al. HV WALL HEADER INSTALLATION GLASS-7MIN. SEPARATION TO (;t ASS (SEE SCHEDULE ON SHEET 11 FOR BLADE ®AND ON SHEET 19 FOR BLADES (i) & ,1A 1 } OR 'g!♦ 41. 111 POURED CONC: E OR CONCRETBLCCK WALL REQUI- HV WALL SILL INSTALLATION 1,1 �12roR(1 4: CONCRETE ANCHORS (SEE .. •, SHEETS 13 & 14A) NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I E. D.* 1/2" E.D. CONCRETE ANCHORS /1SEE SCHEDULE ON SHEET 13) j Min. 1/4"0-20x3/4" S.S. R 1 $ rEQTEQ MACHINE SCREWS USING 4/4"-20 NUTS 0 12" O.C. OPTIONAL MIN- SEPARATION TO GLASS EXISTING (SEE SCHEDULE ON GLASS— SHEET 11) EXISTING GLASS-- HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED * E. D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) OPTIONAL I A t POURED CONCRETE —7 OR CONCRETE BLOCK REQUIRED / 1/2" .250" Max. E` .* I ED I .• i- 1 —1/4" Max. 1/4"0-20x3/4" S.S. EQ! EQ— PHILLIPS TRUSS HEAD MACHINE SCREWS USING L. 1" 1/4"-20 NUTS ® 12" O.C. Min. ICONCRETE ANCHORS (SEE SCHEDULES ON SHEETS 13 & 14A) HV WALL SILL INSTALLATION • SEE LIMITATIONS OF USE FOR BLADE ,11 ON SHEET 19 • moo` STATE 0 :4r ,, s^ • Oil OtC)\ttl,1 P.E�Sta / IPi'ATLRE1/DATE i IL E C O INC. EXISTING GLASS EXISTING CONCRETE ANCHORS MACHINE SCREWS S.S. (SEE SCHEDULES ON I W/ 1/4"-20 1— SHEETS 13 & 14A) l NUTS 0 12" 0.C. I i Min.'I —EO —EOLI — MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) HV WALL HEADER INSTALLATI• ON •.• • •• GLASS E.D.• l E. D.* L. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) OPTIONAL ri • • • • 1° Max+ • • • .• • • • • • • • • • • • • • • • • • • •• • • • • ••• • 1/2 POURED CONCRETE OR CONCRETE BLOCK REQUIRED �. F ` HV WALL SILL INSTALLATION 1 . Min. CONCRETE ANCHORS — (SEE SCHEDULES ON SHEETS 13 & 14A) INSTALLATION DETAILS W/ t HV BLADE TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. 5t., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e—mail: tiltecoCool.com EB-0006719 WALTER A TILLR Jr. P.E. FLORIDA Lic. ;It 44167 1/4 Max. 1/4"0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4"-20 NUTS 0 12" 0.C. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) © 2017 EASTERN METAL SUPPLY. INC. AISS.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beoch, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 BERTHA HVTM Accordion Shutter System . H V. BLADE #1 W/ 0R W/O H.V" %IKON BLADE REV.No 1 2 3 4 DESCRIPTION OLD 15-080 DATE 08/02/17 DRAWN BY: M.L DATE: 08/02/17 DRAWING No 17-122 5 6 SHEET 6 OF 20 POURED CONCRETE - REQUIRED [XISTING GLASS CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) --EQ I EO- i,i MN. SEPARATION TO ( ASS (SEE ~j SC}EDU E ON SHEET 111 FOR BLADE (1 WND ON 9-EZT 19 'F'CR EIME.S'✓& 9 E. D.* (6) HV CEILING INSTALLATION EXISTING GLASS EDGE OF SLAB IF APPLICABLE MN. SEPARATION TO GLASS (SEE SCHEDULE aN SHEET 11 SHEET 19 FORS EXISTING �; El-ACESC& GLASS-' EDGE OF SLAB IF APPLICABLE POURED "1-) OR 'I A CONCRETE REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11). W 0 , #14x3/4" HEX HEAD TEK SCREWS C 9" O.C. OR 1/4"0-20 S.S. M.S. W/ NUT ® 9" O.C. to O3 oR 0 ALTERNATE ANCHOR LOCATION '4 1;OR hA. i = . EXISTING it r- ! #10x3/4" HEXS i 1 WASHER HEAD TEK SCREWS 14. 12" 0.C. _ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) --E.Q. E.Q. EDGE OF — SLAB IF APPLICABLE E. D.* j , HV FLOOR INSTALLATIO EXISTING MIN. SEPARATION GLASS—, TO GLASS —(SEE SCHEDULE ON--- SHEET 11) CONCRETE ANCHORS - (SEE SCHEDULE ON SHEET 14) E. D.* 1 T 3 ' 1 3/8" I I f f 1/2f 4-1 7/8" ' 1 1 7/8" E.D. E.D. OPTIONAL POURED CONCRETE) REQUIRED J HV RAINGUARD INSTALLATION t NOTE FOR COMBINATION OF SECTION$: 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. POURED CONCRETE OR CONCRETE BLOCK REQUIRED _1/4" ; MAX- I f t O EXISTING GLASS— #t0xSH3/4ER, "HEAD HEX I I ; / WA } TEK SCREWS E. D.* 0 12" 0.C. #14x3/4" S.D.S. e 9" O. C. 1/2" 1" — CONCRETE ANCHORS (SEE SCHEDULES ON SHEETS 13 & 14A) -SEE NOTE 13(b) ON SHEET 1 -EDGE OF ice WALL FLOOR INSTALLATION SLAB IF APPLICABLE E. D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) lisp: t THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE 14 G t' \NvL.I1Se �'Z O. : dr//t/i7 STATE OF .io •. • R i� ..•• L , 'P.E"SEA90t%DATE M. SEPARATION TO CLASS `(SEE SCHEDULE ON SHEET 11) POURED CONCRETE REQUIRED r' E. D.* - EXISTING GLASS - 8 EDGE OF SLAB IF APPLICABLE FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) I. HV WALK —OVER INSTALLATION CONCRETE ANCHORS (SEE SCHEDULES ON- SHEETS 14 & 14A) MIN. SEPARATION / TO GLASS (SEE SCHEDULE ON SHEET 11) POURED CONCRETE= OR CONCRETE BLOCK REQUIRED MIN. SEPARATION TO GLASS !'(SEE SCHEDULE ON SHEET 11) EO E O.* EDGE OF SLAB IF•••••• • •APPLICABLE• • • - • • • •• • •• • •• • • • • •• • • POUREE CONCRETE —FLAT HEAD CONCRETE ANEW S • • REQUIRED (SEE SCHEDULE ON SAt6ET-1,4 - 11 TRENCH INSTALLAZIION' VALID ONLY FOR UP TO +70,—76•pSR+&S.D. • DESIGN PRESSURE RATING & FOR:SPATJS: PER • • SCHEDULE #4, SHEET 11 EXISTING GLASS --I 1/4"0 TTW BUILDER TAPCON W/ ADVANCED THREADFORM TECHNOLOGY OR 1/4"0 POWERS FASTENERS TAPPER+ ANCHORS W/ 1 3/4" MIN. EMBEDMENT 0 6' 0.C. FOR UP TO 6'-0' SPAN AND 4. 0.C. FOR 5PANS LARGER THAN 6.-0" UP TO 8'-0" MAX. APPLY j SEALANT AT EVERY FASTENER HEAD (1W.) (SEE NOTE tt ON SHEET I1 CONT. SEALANT #14x3/4" F.H. S.D.S. ® 9" 0.C. `SEE NOTE 13(b) ON SHEET 1 HV WALL WALK —OVER INSTALLATION SEE LIMITATIONS OF USE FOR BLADE : ON SHEET 19 IL E C O ,NC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco®aol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. /j 44167 MIN_ SEPARATION TO GLASS (SEE SCHEDULES ON SHEET 11) FGR UMTTATIONS) % 3/8' 2.00' MIN. 1:• E.D. • MIN. • •. • • • •• • •••• • • • .• • • •• • • • • •• • 1/4'0-20x3/4" SS MS USING 1/4"0-20 NUTS 0 12" O.C. EXISTING NON STRUCTURAL - WALL TRIM (DECORATIVE SILL) POURED CONCRETE REQUIRED •r KEYSTONE MOUNTING INSTALLATION MAXIMUM &S.D. DESIGN PRESSURE: +64,-72 psf MAXIMUM SHUT IGH SPAN 8'-0- INSTALLATION DETAILS W/ HV BLADE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) © 2017 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association; Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE REV.No DESCRIPTION DATE 1 2 3 OLD 15-080 D8/02/17 DRAWN 8Y: M.L. DATE: 08/02/17 4 DRAWING No 17-122 5 6 SHEET 7 OF 20 SEE END WALL CONNECTIO 2"x2"x 1 /8 "x0'-2" (6063—T6 ALLOY) ALUM. ANGLE W/(2) 1/4"• TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) ac (4)#10x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) 1/2 1" DETAILS ON SHEETS 10 & 18 90'_4 1/2" ©4_4i-0+®OR®°R10 4> 10 + 0 °R © OOR © 001+..001$ EXISTING',. + OR GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) HVD OR + VJ 08®+ (C)OR IN — EXISTING CLASS I / ' 10 Q-© 0-0©- ©+CD +0°R©+®7 +®°R O+ 0° ©+ ®OR®+ O °R®® oR OPTIONAL (INTERIOR) OUT IN OR ®+ ®°R ©9 + O3 oR 1 9 + (fD°RO,/ °RO+® i 1/2" #1Ox3/4" S.M.S. ® 12" O.C. FULL LENGHT. HVA OUT • 90' (EXTERIOR) INSTALLATIONS W/ 0 HV BLADE W/ HV�� CENTERMATES OR 3 1/4" fpi0/1119W.,, Tkr 7" OPPOSING CENTERMATES W/ HV LOCK or (�5, ED* ** BLADE SLACK DETAIL HVF IS VAUD FOR AU_ CENTERMATES APPUCATION WITH BLADE° SEE NOTES ON LOCKING RODS 3� , HV LOCKS 2(), or 0 AND ALTERNATE HV LOCK ® ON SHEET 5. EXISTING GLASS 6 1/2" i I I 4 HVB SYMMETRICAL CENTERMATES W/ HV LOCK HVE OPTIONAL (INTERIOR) s,km� ��,,, P.t' 49Wvi t./DATE TILLIT 6355 N.W. Phone L E C O NC. IN TESTING & ENGINEERING COMPANY 36th. St.. Ste. 305, VIRGINIA GARDENS, FLORUA 33166 : (305)871-1530 . Fax : (305)871-1531 e—moil: tiltecoOool.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. # 44167 SEE END WALL CONNECTION DETAILS ON SHEETS 10 & 18 7" SYMMETRYCAL CENTERMATES W/ HV LOCK *or 0 IN ours © OR 0OR®+ OOR®OR 1 O +OOR 1 O + O OR © + TOORtI /1+ ©oR —�+0 + Q°RlJ+\®�+ 18 O+ O ©+ ® 0� MIN. SEPARATION 8 cR 1 $ oR + TO GLASS ®+ ® O ® O Om® SCHEDULEE1 ON 8°R 9+ 3OR19+ 5oR g SHEET i2 OUT HVC EXISTING GLASS HVF** 1 •••• • • • • • •! •• •I •• • • y+g`!• • PARATIttiI • • • •1 •�•TO GLASS \S t CI-IEDULE ON •• ••SKEET 11)• • • • • • • •! • • •• •• ; •• ▪ •- ._ - • • • •• ORC) • •• • •• •• • • --POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 16" O.C. FLORIDA BUILDING CODE (High Velocity Hurricane Zone © 2017 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE REV.No - DESCRIPTION DATE DRAWN BY: M.L OLD 15-080 08/02/17 DATE: 08/02/17 2 3 4 DRAWING No 17-122 5 6 SHEET 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK i0, HV MALE/FEMALE "T" LOCKS CENTERMATES LOCKERS © W/ HV BLADE * SEE END CONNECTION DETAILS ON SHEETS 10 & 111 OUT 2'x2"x 1/8-x0.-2 (6053-T6 ALLOY) ALUM. ANGLE W/(2) 1/4'0 TAPCON ANCHORS 70 CONCRETE (TOP/BOTTOM) & (4)110x1/2" S.M.S. TO TUBE: AT EACH ANGLE. (TYP)1 -.1/2- ti * SEE NOTE 6 FOR HV LOCK 0 , "T" LOCK, ON SHEET 5. t SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART j 0820. AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. IN EXISTING GI ACS • 'L10+�aR©•�1""©'®art 10.0 ®-®axQa©m�,@at gO 5/8" /- Dx3/4' S.M.S. 0 12" O.C. FULL LENGHT. • * BLADE 10 SLACK DETAIL HVF, INDICATED ON SHEET 8, AS WELL AS UNIVERSAL FLOATING BLADE (3) DETAIL HOD-HVD , INDICATED ON THIS SHEET. MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. HV "T" LOCK (OUTSIDE) — * HV "T" LOCK (INSIDE) 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. t1 \.\ Ill A. )/ 1.' \.\C iJs/t /� 1 r i/i) IoN P.E. SEA Sj9IL7DATE HVG* IN I OUT a.< HDD—HVD** FLOATING STACK IL EC O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fox : (305)871-1531 e-mail: tilteco0aol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 INSTALLATION n HV BLADE W/ HD CENTERMATES , (OPTIONAL) (4) H.V. PINS (TYP.) (0PT10NAL) HDB—HVB SYMMETRICAL HD CENTERMATES W/ 3* LOCK (EXTERIOR) ®°e©` 0'0.0� ®-©+®ae®a@av 0-®°'0'©°°0`(0- O 10 '©-® IN 6 1/2' (4) H.V. PINS (TYP SEE END WALL CONNECT1014.,._ • DETAILS ON SIJEET$ 10 & 7 � • • • • • • •• • •• I• • •1 • • * I (OPTIONAL) • • • • • • • • • • • Ilr i\ rAmminEmmimmi - 3)oR 32 31 oR 32 —' OUTI HDC—HVC SYMMETRICAL HD CENTERMATES W/ ©" LOCK (INTERIOR) ** UNIVERSAL FLOATING BLADEO GETAIL HOD -WO IS VALID FOR ALL. CENTERMATES APFUCATKINS WITH BLADE * (oPnoNAL) * SEE NOTES ON LOCKING RODS Q & HD 33 LOCKS ON SHEET 5 •i • i• ••• •l•• I. I •••I• • •MIN. SEPII 1 • (SEE SCHEDULE I 1 / -7-11- ON SHEET 1) i I• •d•• • •• FLORIDA BUILDING CODE (High Velocity Hurricane Zone) © 2017 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beoch, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE REV.No 2 DESCRIPTION OLD 15-080 DATE 08/02/17 3 4 5 6 DRAWN BY: M.L. DATE: 08/02/17 DRAWING No 17-122 SHEET 9 OF 20 • CONCRETE ANCHOR —i 0 16" O.C. 1:-."2" MIN. EQ �` EQ (LOCATE AT n EITHER SIDE '1 Y OF S®) 1 1/2" MIN #10x1/2" S.M.S. 0 16" O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO c5 ASS (SEE SCHEDULE ON SHEET 11 FOR BLADE D AND ON SHEET 19 FOR BLADES'J & •ri• 1.7"'•6)+ ® + a +b .tom•j7)a ,8;.fg;«, 5.73i«i j«i91"„Ta* END CONNECTION DETAIL 1 CONCRETE ANCHOR 0 16" O.C. • 1/16"x3" MAX. (6063-T6) CONT. ALUM. CLOSER r -1 PLATE. (LOCATE 1/2 AT EITHER SIDE MIN.' OF®) r #10x1/2" S.M.S. 0 16" 0.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS EXISTING GLASS 1/2" MIN. 2" MIN. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED rri OR (1' END CONNECTION DETAIL 5: MIN- SEPARATION TO GLASS (SEE SCHEDULE ON SHEE 11 FOR BLADE ,I) AND ON SHEEP 19 FOR BLADES '.1 & 1A� — POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED !—EXISTING GLASS MN. SEPARATION TO GLASS (SE SCHEDULE ON SHEET 11 FOR BLADE (D AND ON SHEET 19 FOR BLADES & fJ 1-) OR (1' p2'«�4«�• IJ«v«ip .y3 « END CONNECTION DETAIL 2 ` POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 #10x1/2" S.M.S 0 16" O.C. CONCRETE ANCHOR 12" O.C. +13:a'17;•1a« 61+ 7 +17a:8 • V,•1Sc" EQ EQ 2" MIN. SEE DETAIL X FOR ; SIDE CONNECTION TO TRACKS 1/2" MIN. 1OR ::1 • 11".129)+1 ,«w•1- 9;;,Th%a''. ND CONNECTION DETAI #. .gip:, TA OF , /'1, 4TIdRE/DATE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SE£ SCHEDULE ON SHEET 11 FOR BLADE CD AND ON SHEET 19 FOR BLADES L & "--2" MIN. 1/2" I USE 1" OR 2" MAX. 1 (AS APPLICABLE)x2"x1/8"x0'-2" ALUMINUM CLIP ANGLE (6063-T6 ALLOY) AT MIDHEIGHT (1) #10x1/2" S.M.S. TO ® & (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF 4) ) r- kiii)• 18';«ij�•h3'a ' 1J°"(9)a�2:+ END CONNECTION DETAIL — EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE AND ON SHEET 19 FOR BLADES (11�, & :3 SEE UMITATIONS OF USE FOR BLADE (lA ON SHEET 19 (1618)-fa•11.,,Q•1":« L;6 ILIEC O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLOROA 331 Phone : (305)871-1530 . Fax : (305)871-1531 e—moil: tilteca0ool.com E8-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lit. # 44167 66 O SEE DETAIL X FOR SIDE CONNECTION • I TO TRACKS 1 ( POURED CONCRETE 7—OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS rl MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE V AND ON SHEET 19 FOR BLADES (,1) • • • • • • •• • • -s••�►•• • • • •••• • • • •••• •• • • • • •• • • • • • • •• •• • • • •• • ;� • (raw. si; C • (;f7+ « • (Z END CONNECTION DETAIL (4) IREQUIRED ONLY FOR SPANS GREATER THAN 12-0" I 12�ai13'G %4 5Fi1 {6 i121. K;1 3:c _14 15 PLAN LF2, DETAIL X END INSTALLATION HV BLADE 0-7?—f HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. FLORIDA BUILDING CODE (Hi.h Velocity Hurricane Zone) © 2017 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 VIEW Y BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. 1MICOW BLADE REV.No 2 3 4 5 6 DESCRIPTION OLD 15-080 DATE D8/02/17 DRAWN BY: M.L DATE: 08/02/17 DRAWING No 17-122 SHEET 10 OF 20 • • • • • • • • • • •.•••• • • • • SCHEDULE #1 MAXIMUM SHUTTER SPAN *'L+" OR "L-" (ft.) FOR INSTALLATIONS W/ YMME'T ICAL CENTERMATES ® & CO or or V W/ ONE HV LOCK or or CO or HD LOCK W/ NO LOCKI ROD ® OR CENTERMATES " & W/ ONE HV LOCK ® W/ TWO LOCKING RODS TOP & BOTTOM ♦ (SEE NOTES t, j- SCHEDULE #2 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS w/ •PPO__ N CENTERMATES, 4j & �] ONE HV LOCK OR r�.^ OR IN/ NO OCKING RODS ♦ (SEE NOTES t, j"e MAXIMUM AS.D. DESIGN PRESSURE RATING (p.s.f.) (+ OR -) 30 CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTING FLOOR/CEILING MOUNTING L + (ft) 13'-2" L - (ft) 16'-0" L+ (ft) 13.-2" L - (ft) 16'-0" MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.5.f ) (+ OR -) 30 CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTINGS & FLOOR/CQUNG MOUNTINGS L + (ft) 35 12.-8" 14'-10" 12.-8" 14.-10" 40 45 12.-3" 11'-11" 13'-10" 13.-1" 12.-3" 11-11" 13.-10" 13'-1" 35 12.-3" 1 1 '-9" L - (ft) 14'-9" 13'-8" 40 45 50 11.-7" 12'-5" 1 1'-7" 12.-5" 50 55 60 65 70 75 11'-4" 11.-1" 10'-10" 10'-6" 10'-1" 11.-10" 1 1 '-4" 10.-10" 10.-6" 10.-1" 11.-4" 11'-0" 10'- 7" 10.-2" 9'-10" 11'-10 11.-4" 10'-10" 10.-6" 10.-1" 70 75 1 1'-4" 11'-1" 10'-9" 10'-0 80 85 90 9'-10" 9'-6" 9'-3" 9'-9" 9'-6" 9'-3" 9'-7" 9'-3" 9'-0" 9'-10" 80 9'-8" 9'-4" 9'-0" 12.-9" 12'-0" 1 1'-5" 9'-8" 9,-4" 9'-O" SCHEDULE #3 MAXIMUM 'SHUTTER SPAN* "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES, & + W/ TWO HV 0 OR OR 43.E LOCKS OR TWO LOCKING RODS ® TOP/BOTTOM W/ ONE HV LOCK ® OR OR ®♦ (SEE NOTES tit MAXIMUM AS.D. DESIGN PRESSURE RATING (p.3.I.) (4 OR -) 9'-6" 9'-3" 85 90 95 9'-0" 8'-9" 8'-9" 9'-0" 95 100 105 110 8'-9" 8'-7" 8'-4" 8'-4" 7'-11" 7'-7" 8'-6" 8'-9" 100 8'-9" 8'-6" 8'-3" 8'-1" 8'-9" 8'-6" 8'-3" 8'-1" 8'-4" 8'-2" 7'-11" 105 110 7'-11" 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 205 8'-2" 8'-0" 7'-10" 7'-8" 7-7" 7'-5" 7'-3" 7'-2" 7'-0" 7'-3" 6'-11" 6'-8" 6'-5" 6'-2" 8'-0" 7'-10" 7'-7" 7'-4" 115 120 7'-8" 7'-6" 7'-4" 7'-11" 7'-7" 7'-3" 6'-11" 30 35 40 45 50 55 60 65 70 75 80 85 90 95 CONCRETE & WOOD INSTALLATIONS 0 FLOOR/CEILING MOUNTING L + (ft) 13.-1" 12.-7" 12.-2" 11.-9" 1 1'-6" 1 1'-3" 11'-0" 10.-9" 10'-7" 10.-4" L-(ft) 16'-0" 15.-7" 15.-2" 14'-3" 13'-7" 12.-11" 12.-4" 11.-11" 1 1'-5" 11'-1" SCHEDULE #4 MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.)' INSTALLATIONS W SYMMETRICAL CENTERMATES, & W/ ONE HV LOCKS OR 19 W/ NO LOCKING RODS ep (VALID FOR MOUNTING I1 SHEET 7) MAXIMUM A5.0. DESIGN PRESSURE RATING (P-xt.) (+ OR -) 30 35 40 45 50 55 60 65 70 75 CONCRETE INSTALLATIONS FLOOR/CEILING MOUNTING 0R FLOOR/WALL MOUNTING L + (ft) 13'-2" 12'-8" 12.-3" 11'-11" 1 1'-7" 11'-2" 10.-2" 9'-5" 8'-9" L - (ft) 16'-0" 14.-10" 13.-10" 13'-1' 12'-5" 11.-10" 10'-11" 10.-1" 100 '105 7'-0" 125 7'-3" 6'-8" 5'-11" 6'-11" 6'-10" 6'-9" 6'-7" 6'-6" 6'-5" 6'-4" 6'-3" 6'-2" 6'-0" 5' -9" 5'-7" 5'-5" 5'-2" 5'-1" 7'-6" 7'-4" 6'-9" 6'-6" 130 135 7'-1" 6'-11' 6'-5" 6'-2" 110 115 120 125 130 10'-0" 9'-9" 9'-5" 9'-2" 9'-0" 8'-9" 8'-7" 8'-2" 8'-0" 10.-9" 10'-5" 10'-1" 9'-10" 9'-7" 9'-4" 9'-2" 8'-11" 7'-10" 8'-9" 8'-5- 8'-1" 7'-3" 6'-3" 140 6'-10" 5'-11" 7'-1" 7'-0" 6'-0" 5'-10" 145 150 6'-8" 6'-7" 5'-9" 5'-7" 135 140 145 7'-9" 7'-7" 7'-5" 7'-9" 7'-6" 7'-3" 6'-10" 5'-8" 155 6.-6" 5'-5" 6'-9" 5'-6" 160 6'-5" 5'-2" 4'-11" 4'-9" 4'-8" 4'-6" 4.-5" 6'-8" 6'-7" 5'-4" 5'-2" 165 170 6'-3" 6'-2" 5'-1" 4'-11" 150 155 160 165 7'-2" 7'-0" 7'-0" 6'-9" 6•-7" 6'-4" 6'-5" 5'-Oa 175 6'-1" 6'-4" 6,-3" 6'-2" 4' -10" 4'-9" 180 185 6'-0" 5,-11" 4'-8" 4'-6" 4'-7" 190 5'-10" 4'-5" 4'-2„ 6'-1' 6'-0" 6'-0" 4'-6" 4'-5" 4'-3" 195 200 205 5'-9" 5'-9" 5'-8" 4'-3" 4'-2" 4'-1" 170 175 180 185 190 195 6'-11" 6'-9" 6'-8" 6'-7" 6'-6" 6'-5" 6'-0" 5'-10" 5'-8" 5'-6" 5'-5" 200 205 6'-4" 6'-3" 5'-3" 5,-1" 9-4" 8'-9" 0 MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. * NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE • SPAN FOR A GIVEN NEGATIVE A.S.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: • GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.5_D. DESIGN PRESSURE RATING: DETERMINE: Li+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.C. DESIGN PRESSURE RATING: DETERMINE: L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING- MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Li+", "L2+", "Li-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. tt EXCEPT THAT MAXIMUM SHUI ILR SPAN "L+" OR "L-" AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE MOUNTING lm) ON SHEET 7. 1 NIA IL EC O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. 5t., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tutecoCaol.com EB-0006719 WALTER k 11WT Jr. P.E. FLORIDA Lic. ij 44167 ♦ SEPARATION TO GLASS.REOUIREM (1 ON TO GLASS' SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30'-0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30.-0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3". MINIMUM SEPARATION TO GLASS SCHEDU45t•• SHUTTER W/ ONE LOCK WITHOUT.LOCKIN(,'_20D% 105" LESS ALLOWED • • • SHUTTER W/ ONE LOCK & TWO LOCKING ROCPS.r WITH ONLY TWO LOCKS SHUTTER SPAN 105" OR LESS INSTALLATION W/ SYMMETRICAL CENTERMATES INSTALLAllON W/ OPPOSING CENTERMATES 3 3/16" ALLOWED USE INDICATED VALUES FOR HV CENTERMATES. INSTALLATION LEGEND WOOD WALL MOUNTING S & V. FLOOR/CEILING MOUNTING + M. HV BLADE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A.S.S.A. Amsociation, Inc. 4268 West Roads Drive West Palm Beach, EL 33407 BERTHA HVTM Accordion Shutter System DESCRIPTION DATE 08/02/17 2 3 4 5 6 DATE: oa/o2/17 DRAWING No SHEET MAXIMUM ANCHOR* SPACING Chi) SCHEDULE FOR A- GIVEN MAX, SHUTTER SPAN. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE (SEE MOUNTINGS A. 8, C, D AND F ON SHEET 6) INSTALLATIONS MAXIMUM SPAN (ft) 3'-0" OR LE 0 WALL HEADER MOUNTING W/ DA WALL HEADER MOUNTING W/ POURED CONCRETE @ WALL HEADER MOUNTING U WALL SILL MOUNTING AS D. DESIGN NEGATIVE LOAD (psf) A.S D. DESIGN NEGATIVE LOAD W/ (psf) A.S.D. DESIGN NEGATIVE LOAD (psf) A.S.D. DESIGN NEGATVE LOAD (psf) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 14 12 8 8 6 14 14 12 12 4'-0" 5'-0" 14 14 14 14 14 14 6'-0" 7'-0" 8'-0 9.-0" 10.-0" 14 14 14 14 14 14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 14 12 14 12 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 8.5 10 9.5 5.5 9 1 1'-O" 12.-0" 13'-0" 14'-O" 15'-0" 14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 10 14 14 14 14 14 12 12 7 11.5 7 4 6.5 5.5 3 5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 5.5 9 6.5 4 6 5 3 4.5 8 8 8 8 8 8 8 8 8 8 8 8 8 4.5 7.5 5.5 3 5 4.5 4 3.5 3 8 8 8 8 8 8 8 5.5 8 5.5 3 5 4 3.75 3 6 6 6 6 4.5 6 4.5 4 3 6 5 6 4 4 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 6 9 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 7.5 4.5 7 5.5 3 5 8 8 8 8 8 8 8 8 6.5 4 6 4.5 4 6 6 6 6 6 4.5 4 3 6 6 6 6 4 6 3.5 3.5 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 10 10 10 10 10 10 10 10 10 10 10 10 12 10 12 10 12 12 12 12 12 12 12 12 10 10 10 10 10 10 10 10 12 10 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 90 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 7.5 8 8 6 8 8 8 8 8 8 8 8 8 8 8 8 8 7 8 8 5.5 8 160, 6 6 6 6 6 6 6 6 6 6 5.5 6 6 4 6 14 12 10 14 12 10 16'-0" 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 12 10 8 10 14 14 14 14 14 14 14 14 14 14 14 12 10 12 10 12 10 12 - 12 - 12 14 14 14 14 14 14 14 14 205 30 6 14 6 14 6 14 6 14 6 14 6 14 6 14 5 14 6 14 3.5 14 5.5 14 - 14 - 14 - 14 - 14 - 14 - 13 - 14 - 14 - 11.5 - 14 - 14 - 10.5 - 12.5 - 13.5 - 9.5 - 11.5 - 9 - 10.5 - 8 - 10 - 7.5 - 9 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 12 12 9.5 11.5 12 8.5 10.5 11 8 9.5 10 7 10 10 10 10 10 10 10 10 9.5 10 10 8 10 10 7 8.5 9.5 4 4.5 5 3 75 90 9 9 9 9 9 9 9 9 7.5 9 9 4.5 5.5 6 8 8 8 8 7.5 8 4 4.5 5 160 205 6 6 3 6 - 120 8 8 8 7 8 3 3 - 8.5 9.5 4.5 5.5 6 3 4 4 - 10 - 7 - 8 - 9.5 STATE OF 01, (p) WALL SILL OUNTING A.S.D. DESIGN 30 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 13 14 14 11.5 14 14 10.5 12.5 14 9.5 11.5 13.5 9 10.5 8 -10 7.5 9 10 7 8 9.5 40 12 12 12 12 12 12 12 12 12 12 12 12 12 11 12 12 9.5 12 8.5 10.5 11 8 LOAD (psf) 60 75 90 120 10 9 8 10 9 NEGATNE 160 10 9 8 7 5.5 10 9 8 8 6 10 9 7.5 5 10 9 8 7 10 9 7.5 4 10 9 8 4.5 8 6.5 5.5 - 10 10 7 8.5 9.5 6.5 7.5 8 5.5 7 7.5 5 8 8.5 5.5 7 7.5 5 6 6.5 3.5 9.5 6 - 10 7 3.5 - - 6.5 7 3.5 4 4.5 9.5 4.5 - 6.5 8 8.5 7.5 / IL ECO IN C . TILLIT TESTING & ENGINEERING COMPANY e-mail: tiltecolkol.com 205 5.5 6 MOUNTING A.S.D. DESIGN NEGATIVE LOAD (psf) El 8 8 8 8 8 8 8 8 8 8 60 8 8 8 90 120 160 205 6.5 5 3.5 - 4.5 3.5 - 5.5 4 3 6 4.5 - ICUS CI ANCHORS SPACING LEGEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ I* SEE ANCHOR SPECIFICATIONS ON SHEET 13 • • 1 • SEE UMITATIONS OF USE FOR BLADE :ra) ON SHEET 19 • • • • • (1) HV BLADE OR HV BLADE HV WINDOW BLADE WORKING IN UNISON • FLORfDA BUILDING CODE (High Velocity Hurricane Zone) A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 2017 EASTERN METAL SUPPLY, INC BERTHA HVI-m Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE REV. No DESCRIPTION DATE OLD 15-080 08/02/17 DRAWN BY: 1,A.L 2 3 4 5 6 DATE: 08/02/17 DRAWING No 17-122 SHEET 13' 0" MAXIMUM4INCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN:' A.S D DESIGN NEGATIVE LOAD AND A CORRESPONDING MOWNG TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS E, G. & H ON SHEETS 6 & 7) MAXIMUM SPAN (ft) 3' 0" ©WALL SILL MOUNTING A.S D. DESIGN NEGATIVE LOAD (psf) 30 40 60 75 90 120 160 205 14 12 10 9 8 8 6 5.5 "®" ©CEILING MOUNTING AS D. DESIGN NEGATIVE LOAD (psf) S.D. 30 40 60 75 90 120 160 205 14 12 10 9 8 8 6 6' 30 OR LESS, 14 12 4' 0" 5' 0" 6' 0" 7' 0" 14 12 10 10 14 12 10 14 12 10 14 12 10 14 12 10 14 12 10 14 12 10 14 12 9.5 14 12 10 14 12 10 14 12 8 9 9 9 9 9 9 9 9 7.5 9 9 8 8 8 6 6 14 12 8 6 7 14 12 8 7 5.5 3.5 8 8 7.5 8 8 6.5 7.5 8 6.5 5.5 8 6 4 8 6 4.5 5.5 3.5 - 7 4 - 7.5 4.5 - 4.5 - - 5.5 3 - 6 - - 3 - - 10 10 9 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 8 8 8 8 8 8 8 8 8 8 8 8 8 6.5 8 8 8 7.5 14 12 10 8.5 7 5.5 14 12 10 9 8. 6.5 14 12 10 9 8 6.5 6 6 6 6 12 14 12 14 12 6 6 14 - - 14 6 4.5 14 6 5.5 6 5 5 3.5 6 5.5 4 5 4.5 4.5 4 3 3.75 3.5 14 14 14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 12 12 12 12 12 FLOOR MOUNTING N NEGATIVE LOAD 11111 10 9 8 8 ' 10 9 8 8 6 6 10 10 10 10 10 10 10 10 9 9 9 9 9 9 8 9 10 9 8 j 6.5 10 8.5 10 8 8 8 8 8 8 6.5 8 8 8 5.5 6 8 6 8 6 8 6 7 5.5 8 6 5 3.5 6 4.5 6 4.5 6.5 5 4 3 160 205 6 6 5 6 5 5.5 3.5 4.5 4 4.5 3 3.75 3.5 3.5 8 5 3.5 3 8' 0" 10' 0' 11' 0" 14 14 14 12 10 12 10 11 7 8 6.5 8.5 7 5.5 4.5 14 12 9 7.5 6 4.5 14 12 10 9 7.5 5.5 14 12 10 9 7.5 5.5 3.5 4 4 14 14 14 14 12 10.5 12 12 10 9 7 5.5 9 7 9 7 7.5 4.5 7.5 6 5.5 4 3.5 - 4.5 - 4.5 3 3 14 14 12 8.5 7 5.5 12 9.5 7.5 13 9.5 6.5 11.5 7.5 12 8 11.5 8.5 5.5 6 5 3.5 6 4 6.5 4.5 4 3 - - 14 12 8 6.5 5.5 4 3 14 12 9.5 8 8.5 5 - - 14 12 10 8 6.5 - 14 11- 7 5.5 5 - 14 12 8.5 7 5.5 5 3.5 4 14 12 9 7 6 4.5 - 14 12.5 - 14 14 14 11 14 - 14 12 9.5 12 12 12 8 11 10 8 6 5 6.5 4 6.5 5 3.5 3 - 4 - .5 5 4 7 5.5 7 5.5 5.5 3.5 6 4.5 4 - 3.5 - 14 14 10.5 12.5 14 9.5 12' 0' 11.5 13.5 9 10.5 12.5 8 14' 0" 10 11.5 7.5 15' 0" 9 10 7 16' 0' 8 9.5 10.5 11 8 9.5 10 7 8.5 9.5 6.5 8 8.5 6 7 7.5 5 5 5 5.5 7 - 4.5 - 4.5 - 6 - 3.5 13 9.5 6.5 5 4 3 - 14 11.5 9 6 5 4 - 14 12 8 6.5 5.5 4 - 12 9 6 4.5 4 3 - 14 10.5 7 5.5 4.5 - - 14 11.5 7.5 6 5 - 11 8 5.5 4 3.5 - - - 14 - 10 - 12.5 - 13 - 14 - 9 - 11.5 - 12 - 13 - 8 12 7.5 9.5 10 10.5 7 8.5 9 10 8 6 5 4 6 5 6.5 5 7 5.5 4.5 3.5 5.5 4.5 6 4.5 6.5 5 5 3 4 4 4.5 3 3.75 4 4 - 3 3.5 - 13 9.5 6.5 5 4 - - 14 10.5 7 5.5 4.5 - - 10 7.5 5 4 3 - - 12 9 6 4.5 4 - - -'10.5 - 11 - 12 - 7.5 - 9.5 8 8.5 9 5.5 7 5.5 4.5 6 4.5 3.5 4 7.5 8 _ _ 13 9.5 6.5 5 - - 9 7 4.5 3.5 - 11 8 5.5 4.5 - - 12 9 6 - - - 10.5 - 11 - 7 - 9 - 9.5 7.5 8.5 5 6.5 7 5 5.5 3.5 4.5 4.5 4 4.5 3 8.5 6.5 4 - - 10.5 8 5 - - 11.5 8.5 5.5 - - - 8 6 4 - - - 10.5 - 6.5 - 8.5 9 - 10 8 5 6 6.5 7.5 4.5 5 3 4 4.5 5 9.575 - - 8 6 1 • SEE LIMITATIONS OF USE FOR I BLADE ON SHEET 19 HV BLADE W HV WINDOW BLADE WORKING IN UNISON • STA7F OP ACTUAL EDGE DICTANCE E.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. f' c = 3 ksi) - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDDC. (Min. f'c --. 3 ksi) - 1/4"0 x 3/4" ALL POINTS SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f 'c = 3 ksi) - 1/4'0 BLUE TAP CONCRETE ANCHORS w/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DiRECT, INC. (Min. f'c = 2 ksi) - 1/4"stc TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY AU_ POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED vENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBED:111T. 1* MINIMUM FOR WALLS WITH NO STUCCO. INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND • A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FL 012„, , • * 6 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHAT-C tt•At N CA ED ON NOTES A 1 ) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EiFS WITH oR WITHOUT METAL STUDS CONSULL fill •EING E FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC.. AND DISTRIBUTED BY ALL POINTS SCREW, err Tf - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDEX. CCOMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITli THE AMERICAN SHUTTER SYST44S ASS@ IATION0 INC • - 1/4"0 x 3/4" ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. •• a - 1/4.'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. • NOTES: • B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" ANC. TAPCON WT0 • .11 B.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK_ NO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STuCCO. EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & B.2) ABOVE. FOR INSTALLATIONS ON VINsa. SIDING OR EIFS WiTH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDIC.ATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE I MS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR MIN. SPACING POURED CONCRETE 1 1/2" 0.90 0.81 0.71 0.91 CONCRETE BLOCK 1.0 1.0 ALL POINT SOLID SET POURED CONCRETE & CONCRETE BLOCK 0.78 BLUE TAP W/ CAP MIN. SPACING = POURED CONCRETE & CONCRETE BLOCK 1.0 TAPPER + MIN. SPACING 3 3/4" POURED CONCRETE 0.84 0.67 0.51 CONCRETE ELOCK 1.0 0.43 TILLIT TESTING & ENGINEERING COMPANY e-mail: tiltecoOool.com 0.35 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 2017 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roods Drive West Polm Beach, FL 33407 BERTHA H VIM Accordion Shutter System DESCRIPTION OLD 15-080 2 DATE 08/02/17 3 4 5 6 DATE 08/02/17 DRAWING No 17-122 SHEET 13 OF 20 IMUM ANCHOR* SPACING HUTTER DESIGN NEGATIVE LOAD AND A CORK Sp SCHEDULE ONDING MOUNTING �E FORSCONCRETEPINNSST�DIONS (SEE• MOUNTINGS I, J, K & L ON SHEET 7) ,. MA70MUM SPAN (ft) • 111•Cl/ wr ,.I%C I G NTINGS TRENCH (I) MOUNTINGS Q RAINGUARD MOUNTING QK WALL/FLOOR MOUNTING © WALL/WALK OVER MOUNTING A.S.D.DESIGN NEGATIVE LOAD (psf) A.S.D.DESIGN NEGATTVE LOAD (psf) A.S.D.DESIGN NEGATIVE LOAD (psf) A.S.D.DESIGN NEGATIVE LOAD 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75I90 120 (psf) 205 3'-0" OR LESS 14 14 12 12 10 10 9 9 8 8 6 6 12 12 12 12 12 11.5 8.5 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5' 5 5 160 14 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 10.5 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 8 8 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 5 5 4'-0" 14 14 12 12 10 10 9 9 8 8 6 6 12 12 12 12 11.5 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 4 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 4 5 5 5 5 5 5 5 5'-0" 14 14 12 12 10 10 9 9 8 8 8 8 6 6 6 8 12 12 12 12 12 11 9 7 5 4 7 7 7 7 7 5 5 5 .5 3 5 5 5 5 5 5 4 3 14 12 10 9 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 1 10 8 8 6 6 12 12 12 9.5 8 6 4.5 - 7 7 7 7 7 4 5 5 5 5 5 4 4 14 14 12 12 10 9 8 8 6 6 12 12 11.5 9 7.5 5.5 4 3 7 7 7 7 7 4.5 .5 5 5 5 3.5 - 5 5 5 5 5 6'-0" 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5_3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 4.5 5 3.5 - 1 9 8 8 6 6 12 12 10 8 6.5 5 3.75 - 7 7 7 7 7 6 4.5 - 5 5 5 4 4.5 3 - 14 14 12 12 10 10 9 9 8 8 6 6 12 12 10 8 6.5 5 3.5 - 7 7 7 6.5 5.5 4 5 5 5 5 4 7'-0" 14 12 10 9 8 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 3 - 14 12 10 8 8 6 6 12 10 6.5 5 4.5 3 - - 7 7 7 7 6.5 5 3 - 5 5 5 5 5 5 5 5 14 12 9 8 8 6, 6 12 12 8.5 _ 7 5.5 4 - 7 7 7 7 7 5 - - 5 5 5 5 3.5 3 14 12 10 10 9 9 8 8 8 8 6 6 - 12 - 12 12 12 8.5 10.5 7 7.5 5.5 4 3 - 7 7 7 5.5 4.5 3 5 5 5 5 4.. 5 5 3.5 4 - - - $.-0" 14 12 10 9 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 8 8 6 - 12 9 6 4.5 4 3 7 7 7 7 5.5 4 - 5 14 12 10 9 8 8 6 - 12 11 7.5 6 5 3.75 - - 7 7 ' 't 5 5 5 5 5 4 3 - 9'-0" 10'-0" 11 '-0" 12'-0" 13' 0" 14'-0" 15' 0" 16'-0" 14 12 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 -9 9 9 9 9 9 9 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 - [ - 8 8 8 12 11.5 7.5 12 10.5 12 12 8 10 9.5 5 6.5 6 6.5 4 5 5 5.5 3.5 4.5 3.5 4 3 8 8 8 8 8 8 8 8 12 12 9.5 12 12 12 8.5 11 1.5 12 8 10 ,10.5 11.5 7 9 10 10.5 6.5 8.5 9 10 6 8 8.5 9.5 6 7.5 10.5 11 7 9 9.5 10 6.5 8 8.5 9.5 6 7.5 8 8.5 5.5 7 7.5 8 5 6.5 7 7.5 4.5 6 6.5 7 4.5 7 8.5 4.5 6 6 7 4 5.5 5.5 6.5 4 5 5 6 3.5 4.5 5 5.5 3 4 4.5 5 3 4 4 4.5 3 5.5 6 3.5 5 5 5.5 3.5 4 4.5 5 3 4 4 4.5 3 3.75 4 4 3.5 4 3.5 4.5 5 3 4 4 4.5 3 3.5 4 3.5 3.5 3 3.5 3 3 3.5 3.5 3 3.5 3 3 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6.5 7 7 7 6 7 7 7 5.5 7 7 7 5.5 6.5 7 7 7 5.5 7 7 7 5 7 6 7 4.5 7 5.5 6 4.5 7 5 5.5 4 7 5 5 3.5 7. 4.5 5 3.5 5 7 6 6.5 4.5 7 5.5 6 4 7 5 4 7 5 5.5 3.5 7 4.5 5 3 7 4 5.5 4.5 3.5 - 7 4.5 5 3.5 7 4 4.5 3 7 3.5 4 7 3.5 5 5 4.5 - 6 3 5 5 5 5 5 5 4 5 5 5 5 7 7 7 6 3.5 - 7 3 4.5 5 5 5 5 5 5 5 5 5 5 4 4 3 5 5 5 4.5 3.5 4.5 3.5 -4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4.5 4 5 5 5 3.5 5 4.5 5 5 3.5 5 4.5 3.5 5 4 4.5 3 5 3 5 4 3 5 5 5 5 5 5 5 4.5 5 4 5 3 4.5 3.5 5 5 5 5 5 5 4 3 5 5 5 5 5 5 4.5 3.5 5 5 5 4 3 5 5 5 4.5 4 7 7 7 3 - 4 3.5 5 5 5 5 5 5 5 5 4 5 5 5 3 5 4 4 5 5 4 3 5.5 p.75 3.5 3 7 7 7 6.5 7 4 3 7 7 4.5 1 ••.°ANA.,\* f..Z OR 10 4'..41 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4.5 5 3.5 5 4 - - 5 5 4.5 3 5 3.5 4 5 5 4 3 5 3.5 5 4.5 3.5 TILLIT TESTING & ENGINEERING COMPANY e-mail: 8ItecoOaol.com ANCHORS SPACING' LEGEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ SEE ANCHOR SPECIFICATIONS ON SHEET 1 3 I0 VALID ONLY FOR UP TO +70, -75 PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4, SHEET 11 (1) HV BLADE ONLY • • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTm Accordion Shutter System DESCRIPTION OLD 15-080 2 DATE 08/02/17 3 4 DRAWN BY: ILL DATE: 08/02/17 DRAWING No 5 6 SHEET 14 OF 20 MAXIMUM ANCHOR# SPACING (in) SCHEDULE FOR A GIVEN MAX,_ SHUTTER SPAN, DESIGN NEGATIVE LOAD AND A_ CORRESPONDING MOUNTING TYPE FOR CONCRETE_ BLOCK INSTALLATIONS (SEE MOUNTINGS A, 8, C, D AND F ON SHEET 6) MAXIMUM SPAN (ft) 3'-0" OR LESS 6'-0 U WALL SILL OUNTING W/ 1� AS D. DESIGN 30 14 14 14 14 14 14 14 14 14 14 14 14 40 12 12 12 12 12 12 12 60 10 10 10 10 10 10 9 12 10 12 11.5 12 12 10 7.5 10 10 NEGATIVE LOAD (ps() 75 9 9 9 9 9 9 7.5 ® WALL SILL MOUNTING W/tj.1 A.S D. DESIGN NEGATIVE LOAD 90 120 160 205 30 40 60 75 90 120 8 8 8 7.5 8 8 6 9 8 9 6 8 9 8 4 5 7'-0' 11'-0" 13.5 14 14 10 6.5 12 9 12 10 5 6 7.5 - 8 8 5.5 7.5 8 6 6 14 12 10 14 12 14 12 14 12 14 12 14 12 14 12 10 10 10 10 10 9 9 8 9 8 9 8 9 7.5 9 8 9 8 7.5 6 14 12 10 9 14 12 10 9 - 14 11.5 7.5 6 - 14 12 10 8 14 12 10 9 - 13.5 10 6.5 5 8 8 5 7 8 4.5 1.5 14 14 8.5 11.5 12 5 7.5 9.5 14 12 9 7 6 - 14 12 10 8.5 7 ,I 1.5 8.5 5.5 4.5 7.5 8 8 5.5 7.5 8 4.5 6 7.5 4 4.5 (Psf) 160 205 A.S.D. DESIGN NEGATIVE LOAD 30 40 0 75 90 120 CONCRETE BLOCK ©WALL SILL MOUNTING ©&®WALL HEADER/SILL MOUNTING (psf) A.S D. 160 4 6 6 5 6 4 6 6 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 11.5 14 12 14 12 10 1 0 10 10 10 10 10 10 7.5 1 1 9 9 9 9 9 9 7.5 9 9 6 8 9 8 8 7.5 5.5 8 6 3.5 8 8 8 8 6 7 8 8 7.5 8 5.5 7.5 4 5.5 8 8 6 4.5 8 8 6 8 8 5 7 8 4.5 6 7.5 5 4 4.5 6 13.5 10 0.5 7.5 14 14 9 10.5 4 12 5 7 14 11.5 7.5 6 4 14 12 9.5 7.5 4.5 "10.5 7.5 5 4 14 10.5 7 5.5 6.5 14 12 9 14 12 10 11.5 8.5 14 11.5 5.5 7.5 5 7 8.5 4.5 6 4.5 - - 6 3.5 - 7 4 - DESIGN NEGATIVE LOAD (psf) A.S.D. DESIGN NEGATIVE LOAD (psf) A.S.D. 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 4.5 '8 ' 8 8 8 8 7.5 5.5 4.5 14 12 10 9 8 7.5 5.5 - 8 8 8 8 7.5 6 14 12 10 9 8 8 8 8 8 8 8 7 14 12 10 9 8 8 6 - 8 8 8 8 7.5 5.5 4 - 14 12 10 9 7.5 5.5 - 8 8 8 8 8 7.5 5.5 4.5 14 12 10 9 8 7.5 8 8 8 8 7 5.5 14 12 10 9 8 8 - 8 8 8 7.5 6 4.5 - - 14 12 9 7.5 6 - 8 8 8 8 8 6 4.5 3.5 14 12 10 9 8 6 - 8 8 8 8 8 7.5 5.5 4 14 12 10 9 8 - 8 8 7.5 6 5 WALL/FLOOR MOUNTING © WALL/WALK OVER MOUNTING 14 11.5 7.5 - 8 8 8 8 7 5 3.5 - 14 12 10 - 8 8 8 8 8 6 4.5 - 14 12 10 - 8 8 6.5 5 4.5 - - 13.5 10 6.5 8 8 8 7 6 4.5 - - 14 12 9 - 8 8 8 8 7 5 4 - 14 12 10 8 8 5.5 4.5 5 14 12 10.5 7.5 9.5 5 7.5 4 6 14 12 8 6.5 12.5 14 9 11 8.5 6 11 8.5 3.5 10 7.5 5.5 12'-0" 10.5 7.5 12_5 9.5 7 13'-0" 14'-0" 15'-0' 9.5 1.5 5 6 9 7 4.5 8.5 6 4 14 10 7 14 10.5 14 7 8 5.5 6 3.5 4.5 - 8 7.5 5 4 8 8 - - 8 8 9 7 4.5 11 j5 5.5_ 3. - - 11 5 8.5 5.5 8 8 7.5 6 5 3.5 - - 14 11.5 7.5 6 8 8 8 7.5 6 4.5 - - 14 12 9.5 - 6 4 8 4.5 9 5 5 7 - 6 - 7 5.5 4.5 3.5 8 6.5 5.5 4 8 _ 8 8 5.5 4.5 3.5 6.5 - 9 3.5 10.5 6 8 4 f» 0 115 9.5 4.5 7 5 - 9.5 7 - 11.5 8.5 - 6.5 5 - '10.5 8 10 5.5 7.5 9.5 6 8 9 6.5 7.5 I..5 8 8 7.5 5.5 7 5.5 4.5 - - 10.5 7.5 5 14 10.5 7 14 12 - 11.5 8.5 - 13.5 10 8 7.5 5 4 3.5 - 9 6.5 8 8 6 7 5 - 7.5 5.5 10.5 7.5 5 5 4 - - - 12.5 9.5 - - 10.5 8 12.5 8.5 8 7 4.5 3.5 - 7 4.5 - - - 9.5 5 - 7 55 9.5 7 6.5 5 1■ 6 8 6 4.5 10 5.5 4 7.5 - 9.5 - 8 10 5.5 7.5 5.5 11.5 6 - 9 4 - 6 - - 5.5 9.5 - - 7.5 - 6 •3 DESIGN NEGATIVE LOAD (psf)" 14 12 10 9 8 7.5 5.5 14 12 10 9 8 8 6 - 14 ®III10 9 14 ®m 9 6 8 8 8 6 14 12 10 9 8 7.5 14 12 10 14 12 moo • STATE of WDATE L EC IN C .\ TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILUT Jr. P.E. 605.511 6 COCO 12131111111111 8 7 4 4.5 7 6 - 8.5 7 - 4.5 - - 4 5.5 6.5 3.5 ANCHORS SRCING LEGEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ • SEE ANCHOR SPECIFICATiONS ON SHEET 13 • 0000 1 • SEE LIMITATIONS OF USE FOR BLADE (1-4, ON SHEET 19 HV WINDOW BLADE WORKING IN UNISON • 0000 • • 0000 • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) © 2017 EASTERN METAL SUPPLY, INC. A•S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 BERTHA HVTm , Accordion Shutter System H.V. BLADE #1 W/ OR W/O N.V. %MOW BLADE REV.No DESCRIPTION OLD 15-080 DATE DRAWN BY: M.L 2 4 DATE: 08/02/17 DRAWING No 17-122 5 6 SHEET MAXIMUM _DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM_ ANCHOR+ SPACING (in j , SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, NEGATIVE A.S;D- DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON 'SHEETS 16 & 17). SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 U F R _•T F= SPRUCE PINE FIR SOUTH I 1/2" MIN. CDX W/ MIN G=0 36 SOUTHERN PINE No. I SPRUCE PINE I SPRUCE PINE 2 W/ MIN. G=0.55, FII� AIr1DTLl sPnrr (nj 3'-0. OR LESS • PLYWOOD uuucLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 rim wu I I I WALL MOUNTINGS M, N, 0 & R ASD. OL501 IEGUAE KW( R!1T (pet) CEILING MOUNT T FLOOR MOUNTINGS ASD. DE9ii 1is!ltlf PfiESYJ( RANG WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR W MOUNTINGS WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P& Q B.O. WALL MOUNTINGS S& V• B.O. WALL MOUNTINGS S& V W/ MIN. G=0.36 B.O. WALL MOUNFINGS S& V •••• 30 (psf) ASD. MI *TAME KESSEL M11 (pet) AS EMI *Dim PEES FE RANG (psi) ASIl EES#I re.,•TME PIrCSSIFE RANG (pd) ASD. nal Ie ek AMR ROIL (p•f) ASD. 0L421 lEGAiE PAE4IIE RANG kJ) ASD. MD WAN PPFS9ff RANG X ASD. D6TVE CANE PIiBEE RAM (pd) 12 40 10 60 10 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 30 40 60 75 90 105 30 40 60 75 90 105 ASD. 30 LE914 40 REGAtd 60 PfE4llE 75 Me 90,p45•, fli 4'-0" 12 10 10 9 9 8 8 8 8 6 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 40 5 60 4 75 90 105 30 40 60,75 90 105 30 5'_0" 12 10 10 9 8 8 6 6 6 6 6 6 6 6 6 6 5.5 12 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 4 4 3 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 • 12 6'-0' 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12,12 12 12 10 10 9 8 5 6 6 6 5.5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10.5at•j.5. 12 10 aa., 18 7'-0" 12 10 10 9 6.5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 5 4.5 8'-0" 9'-0" 12 12 10 10 10 10 7.5 5 4.5 3.5 3 - 6 6 6 6 6 5.54.5 5 4 3.5 3.5 3 12 12 10 10 10 9 6 4 3.5 - - - 6 6 6 5 5 4.5 4 3.5 3.5 3 12 12 10 10 7 3�5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10.512 12 12 12 12 10 10 4 6 6 ' 5 4.5 3.5 3 6 5 4 - 12 12 12 12 12 12 12 10.-0" 12 10 7.5 4 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 12 10.512 12 12 12 12 12 12 11.58.5 11 .5 12 12 12 12 11.5 8 7 6.5 6.5 •.5 5.5 Si 11'-0" 12 10 5.5 - - - - - 6 6 6 6 5 4.5 4 - 3 - - - 12 12 10 10 6 3 - - 6 6 4 3.5 3 - 12 10 3 - - - 6 6 4 3 - 6 5 - - - - - - - - 12 12 12 12 12 12 122 12 12'-0" 12 10 4.5 - - - 6 6 4 - - - 12 4.5 - - - 6 5.5 3.5 - - - 12 10 - - - - 6 5.5 4 - � - - - 6 5 - - - - 12 12 12 I 12 12 12 .5 7.5 12 12 9 7 4.5 4.5 13'-0" 12 10 - - - - 6 6 10 3.5 - - - - - 6 5 3.5 - - - 12 10 _ - - - 6 5 3.5 - 6 5- - - -14'-0" 12 0 t. 8.5 8.5 12 12 12 9.5 9.5 85 7 12 12 8 6.5 S5 12 10 - - - 6 5.5 - - - - - - - 12 170 - 12 7.5 - - - 6 4.5 - - - 6 - - - - 12 12 12 12 12 12 11.59.5 8 12 12 11 8.5 8 7 6.5 67 6 4.5 12 12 10.5 11.57.5 7 6 55 5 4 15'-0" 12 - - - `- - - 6 - - - - - 5.5 4.5 _ - - - - 12 7 - - - - 5.5 4.5 - - - - 6 3 3 - - - 8.5 12 12 10 7.5 6 4.5 12 9.5 6.5 5 4.5 4 4 3 16'-0" 12 - - - - - 12 - - - - - 5 - - - - - 12 - _ 5 - 12 12 11 9.5 9.5 8 6 5 12 12 8.5 - - - - 6 - - - - - 12 - . - - - - _5 - - - - - 1 1.5 - - - - - 5 - - 12 12 1 9 6.5 54 12 12 8.5 7 5 3 12 9 6 5 4 - _ _ - - - - - - 6 - - - - - 12 12 10.58.5 6.5 4 12 _ . 12 8 6.5 5 3 11.58.5 5.5 4.5 3.5 - (1) HV BLADE. OR G) HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON • SEE UM3ATIONS of USE FOR BLADE t A ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL. FLOOR OR SOUD WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT EACH SECTION ON SHEETS 16 & 17. EXCEPTION: SEE NOTE 2 BELOW. AS INDICATED AT 2. ANCHORS TO HOLLOW CEIIJNG SHALL BE AS PER MOUNTING TYPE U, SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE F1R NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2' CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. !S► VLF.:.• /�•4� '017 : "1 .3•_ STATE i ' F • P'EsiWAt- PAlt IL E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. 5t., Ste. 305, VIRGINIA GAROENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tiltecoOaol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIOA Lic. # 44167 • • • • • • • • • .• , • • •• • • • •..•. • • • • • • • • • • .....• • • • • •• • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A.S.S.A. American Shutter -'Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H,V. WINDOW BLADE REV.No DESCRIPTION DATE DRAWN BY: M.L. OLD 15-080 08/02/17 DATE: 08/02/17 2 3 4 DRAWING No 17-122 5 6 SHEET 15 OF 20 • r• • • • •••••. • • • • • •••••• • • ••••• • • ••••• •••••• •• ••.••• • • 000000 • • EXISTING GLASS-;; EXISTING GLASS 2"x4" CONT. WOOD PLATE j REQ'D INSTALLATION DETAILS ON EXISTING WOOD -1/4"0 TAPCON WITH ADVANCED j THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO / EXISTING WOOD HEADER. / (SEE SCHEDULE ON SHEET 15) r WALL FINISH !STING MIN. - 2"x4" WOOD HEADER REQUIRED MIN. SEPARATION TO ASS (SEE SCHEDULE ON SHEET,_, 11 FOR BLADE ,AND ON SHEET 19 YOR BLADES (1, i& 1�A OR 0 OM HV WALL HEADER INSTALLATION - MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) I EXISTING MIN. PLYWOOD TO WITH SECTION ©HV WALL II - WALL FINISH I.I 4717 iil o x in 0 N BUILDINGS FOR Q HV & Q HV ♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE (1) ONLY SHALL BE LIMITED TO 105.0 f. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & A.S.D. WORKING IN UNISON -1)OR 11. III .44 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYW000. (SEE SCHEDULE ON SHEET 15) 1 -1/2" MIN- CDX PLYWOOD REQ'D. 2"x4" STUDS 0 16' O.C. MAX. REQ'D. BE ATTACHED TO STUDS IN ACCORDANCE 2322 OF THE F.B.C. SILL INSTALLATION s DESIGN PRESSURE »vm‘v\‘t RATING FOR INSTALLATION WITH BLAD } 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) EXISTING GLASS -I • 1 \ I l OPTIONAL .., WALL :C.°'` :__;•.:.. -` , FINISH - EXISTING MIN. 2"x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) EU& I. Min.,- 1/4"0-20x3/4" S.S. MACHINE SCREWS EO E0-1 W/ 1/4"-20 NUTS 0 12" 0.C. q lil i :o, J 0 HV WALL HEADER INSTALLATION EXISTING x, GLASS-' 2"x4" CONT.-' / WOOD PLATE REQ'D. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) i I -EQEMn. ._1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 15) 1/4"0-20x3/4" S.S. MACHINE SCREWS W/ 1/4"-20 NUTS 0 12" 0.C. EXISTING MIN. 2"x4" STUDS ,' 0 16" O.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. 1/2" MIN. CDX_L -WALL FINISH PLYWOOD REQ"D. HV WALL SILL INSTALLATION t ,�: f'ttz/` 3TA/ '•(t iQ •:• RI P'C'-SE9L SIG'I,,TUR%DATE 0 a 2"x4" CONT. SILL PLATE REQ'D. 0 NOTE: 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • SEE LIMITATIONS OF USE OF BLADE 11A'. ON SHEET 19 TILLIT 6355 N.W. Phone IL ECO,NC. TESTING & ENGINEERING COMPANY 36th. 5t.. Ste. 305, VIRGINIA GARDENS, FLORIDA 331 : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco00ol.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44167 66 EXISTING GLASS---1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET,.., 11 FOR BLADEvAND ON SHEET 19 FOR BLADES:1;& to WALL- FINISH ••• •• • •••, •••, •• 4 • •. • •• • •••••• • • a • • D •• , ••i••• • • . • • . —1 /4"0 TAPCON WITH•ADVANICED :.... THREADFORM TECHNIC We al W/ 1 1/2" Min. PENETRATION OF THREADED AREA 0 .. • MIDWIOTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 15) 0 HV WALL SILL INSTALLATION EXISTING GLASS-' / / 2"x4" CONT. --SILL PLATE REQ'D. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) 1/4"0-20x3/4" S.S. MACHINE SCREWS USING 1/4"-20 NUTS 0 12" O.C. -WALL FINISH 0R Q- T CQ-! �1 " ��-1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 15) •••• •• • . • • ® HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Polm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2017 EASTERN METAL SUPPLY, INC.- BERTHA HVTM , Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. VANDCIW BLADE REV.No 1 2 3 DESCRIPTION OLD 15-080 DATE DRAWN BY: NI_ 8/02/17 GATE: 08/02/17 4 DRAWING No 17-122 5 6 SHEET 16 OF 20 ••••. • • •••... •• • •••••. • • •••.. • • ••••• •••••. • • • • •••••. • • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0 HV & HV♦ BLADES Q (AS APPLICABLE) BE LIMITED TO A.S.D. DESIGN _l/\I1.\ r- WALL FINISH WA - EXISTING__ -- GLASS EXISTING GLASS—' MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WO r-1/4"0 TAPCON WITH i ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING W000 HEADER. 1/4"0-20x3/4" S.S. IN (SEE SCHEDULE ON SHEET 15) PHILLIPS TRUSS HEAD — 1" Min. — -MACHINE SCREWS OPTIONAL L_ EXISTING MIN 2"x4" HEADER REQ'D MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) EO EQ W/ 1/4 -20 NUTS ,1 ® 12" O.C. OR --257" j Mox. SO HV WALL HEADER INSTALLATION NOTES: 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) WALL — FINISH ;�#ltl�tltC1 \ I Ill\ 2"x4" CONT. SILL PLATE REQ'D. • \II LEQ E 1/4"© TAPCON WITH I 1" ADVANCED THREADFORM Min. TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA 0 MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 15) 1/4" Max. 1/4"0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4"-20 NUTS 0 12' O.C. V % HV WALL SILL INSTALLATION O OD WITH HV BLADE n ONLY SHALL 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & PRESSURE RATING FOR INSTALLATION WITH BLADE Q & ®A WORKING IN UNISON 4"x8" (Min.) EXISTING- ..� WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUIIER INSTALLATION_ 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD BEAM (SEE SCHEDULE ON SHEET 15) EXISTING GLASS MN. SEPARATION TO GLASS (SEE SCHEDLLE ON SHEET 11 FOR BLADE ( AND HE ON SET 19 FOR ElADES 1 ;;& a © or 13 or 15 ltil T)HV CEILING INSTALLATION MN. SEPARATION TO (J S (SEE SCHMULE cN SHEET EXISTING 11 FOR ELADE (1-,AND cN 9-EET 19 re„ GLASS`, , `.1s;v&,19 ALTERNATE_ ANCHOR LOCATION 2"x6" MIN. WOOD DECK REQUIRED (NO =� FINISH ALLOWED) EDGE OF DECK-' IF APPLICABLE i #14x3/4 S.M.S. 0 6" 0.C. OPEN HOLE AT EACH —' STUD TO ACCEPT 5/16"0 LAG SCREW AT CENTER OF TUBE. EXISTING GLASS 1O OR 1©♦ 3/8"j MIN. 3/87 MINC---a EQ MN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET -i 11 FOR ELADE :1 AND ON BEET 19 TOR MACES'`; EQ U HV CEILING INSTALLATION 1®OR®♦ #10x3/4" HEX WASHER HEAD TEK SCREWS 0 12" o.c 2" MIN. 1/2"—r 1" 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) r i * fr .; * ` '.' ',..ZORIt�P. • ,,,1y' 2" MIN. Wl HV FLOOR INSTALLATION EXISTING GLASS - EDGE OF DECK IF APPLICABLE • SEE LIMITATIONS OF USE OF BLADE •tAi ON SHEET 19 IL E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. 5t., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco0aol.com E8-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Lic. # 44167 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) 2" MIN. 13 or 15 O O R ®♦ EDGE (IF APPLICABLE) — EXISTING WOOD • • • . TRUSSES OR • • • RAFTER 0 24" • • •'.. O.C. REQUIREE• • • • 1 •••••• • • • • •• e •••••• EXISTING SOFFIT • 3/4" Max. y-Ac• • • • • • •••••• 1"x4"xl/8' Calf ALUM_ 1RJBE (6063-T6 •AL:OPT1 4$0// • • • •• (3) 5/16 0.LAG•S•CREWS TO • r EACH RAFTER OR TRUSS. • • H LOCATE LIG• SCROWS AT • MIDWIDTH •OF EXIIDNG W000 MEMBER. if 2" Min. NOMINAL:14414 4 W/ 2" Min. PgRIVRATION•OF THREADED 416tEA. *VALID FO@ INSTALLATIONS WITH 72 ps • • • • MAX. A.S.D. DESIGN LOAD SJIO • 9'-0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. 2"x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 1/4"0 F.H. TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED 2" MIN. AREA 0 MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 15) X' HV WALK —OVER INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone) © 2017 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE REV.Na DESCRIPTION DATE DRAWN BY: M.L OLD 15-080 2 08/02/17 3 4 DATE: 08/02/17 DRAWING No 17-122 5 6 SHEET 17 OF 20 •••••• . • 00000• • •••••• • • ••••• • • 000000 00000 • • • 000000 • • 2"x4" MIN. WOOD STUDS. (AS APPLICABLE)�I WALL - FINISH EXISTING GLASS MIN SEPARATION TO GLASS (SEE SCHEDULE CN SHEET 11 FOR BLADE COMA) ON SHEET 19 FOR BLMDES , T I & 1/416 TAPCON WITH /1� •/-AOVANCED THREADFORM END INSTALLATIONS ' 1, HV & 1A; HV• BLADES INTO 2"x4" MIN. WOOD STUDS. \ / 1 a TECHNOLOGY ITW BUILDER \ / f'"�/' ANCHORS 0 6" O.C. \ / 1 I W/ 1 1/2" MIN. THREADED • PENETRATION INTO STUDS OR ' 1 � W/ MIN. 1/2" THREADED / 2"x4" MIN. WOOD STUDS REQ'D. F" : PENETRATION TO 1/2" CDX / ✓ \ I'f; PLYWOOD IF NO STUDS EXIST. / /EEQ\ I-/i - —EXISTING GLASS \I' Cp. iyr.16)-(am. ).101.73 (113• 351..9.fr�•ft.. ®.®'" .@•v'•tip. 1 ,-- 1 /2" MIN. CDX PLYWOOD. `- #10x1/2" S.M.S. 016 0.C. 5 END CONNECTION DETAIL 7+ MIN. SEPARATON1 TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BADE SAND ON SHEET 19 FOR BLADES & EXISTING GLASS _1/4"e TAPCON WITH •ADVANCED THREADFORM TECHNOLOGY DW BUI DEX 2"x4" MIN. ▪ WOOD ANCHORS W/ 1 1/2" MIN. THREADED PENETRATION STUDS REO•D. INTO STUDS 0 12" 0.C. 4` ,2" i1a1• 5j)• • f3. 15•Cs. ,19•1&..(8 •, 7'a END CONNECTION DETAIL WALL FINISH STUDS REVD. — I � 1/16-x3" MAX (6063-T6) CONT. ALUM. CLOSER PLATE. (LOCATE I/2'I AT EITHER SIDE MIN.' OF®) #10x1/2" S.M.S. 016 0.C. SEE DETAIL X FOR -' SIDE CONNECTION TO TRACKS WALL_ FI ISH -1/2 MIN. CDX PLYWOOD. 1; OR tg,� 1 MN. SEPARATION TO GI eSS (SEE SCHEDULE ON SHEET 11 FOR EIAD£ SAND CN SHEET 19 FOR BlAcE5 1� & .14 +19•51J7. 7 3,., g. � a ;B1•it•15) •5)•tlaa END CONNECTION DETAIL 8 1/4"0 TAPCON WITH EXISTING ADVANCED THREADFORM GLASS TECHNOLOGY ITN BUILOEX ANCHORS W/ 1 1/2" MIN. THREADED PENETRATION INTO STUDS 0 12" O.C. $10x1/2" S.M.S. 016 0.C. "\ 1/2" MIN. 1/2" MIN. COX PLYW000. . I " MIN.\ r _ - 1/2" MIN. (-1-) OR 7:A� 2"x4" MIN. WOOD / WALL - FINISH WALL FINISH !I 2"x4" MIN. WOOD STUDS REO•D. SEE DETAIL X FOR ! j I OR I SIDE CONNECTION TO TRACKS EXISTING GLASS MIN SEPARATION TO GLASS (SEE sa+:c A.E CN SHEET 11 FOR BLADE SAND ON SHEET 19 FOR axis !1: & !fib 1.74a17.3 atQ•dt.. (6)•(f) •07...®.CO • • 11. f,• ®•C§ •,aa,v•13 END CONNECTION DETAIL 9 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON S €ET 11 FOR BLADE �1^,.,AND ON SHEET 19 FOR BLADES & 1..C4 —10-asaT7�•lsan'i:.n�., /S-1a.13•.tga 8'-C7a 8•18..'14• f3'a1,Q • �. END C9hIMSTION DETAIL "1i • 7 ?} +c OF Q P.E: SEAL'�pR EATE TILLIT 6355 N.W. Phone IL E C O INC. TESTING & ENGINEERING COMPANY 36th. St., Ste. 305. VIRGINIA GARDENS, FLORA 331 : (305)871-1530 . Fax : (305)871-1531 e-mail: tiltecoOaol.com EB-0006719 . WALTER A TILLR Jr. P.E. FLORIDA Lic. # 44167 66 11' jtCF- '12 13 :14 ;19 VIEW Y PLAN DETAIL X 1/2" MIN. COXf PLYWOOD. a USE 1' OR 2" YAx. 1/2" �I\ / I\ / I I \ / �Y • i it i / �I /EQEO\ I • � 1vW 2"x4" MIN. WOOD STUDS. (AS APPUCABLE) -WALL FINISH EXISTING GLASS —�'•••H ••SEPARATION• • • 1 • • • TO,C7.ASS (SEE SCHEDULE ON 1• 11 ••1ir rvri•• • 1•• 19 FOR (6063-Te HyOY) AT MONEIOHT (1) f1030/3• SACS. TO.4'. & (�/ TAPCON ALTIM ADVANCED THREADFORN TEa1NOLOCT rot 6U&DD1 MIOIORS TO 11P1L AT 1. O.G (LOCATE AT ETTI R SIDE OF:4-) SEE DETAIL X FOR_' SIDE CONNECTION TO TRACKS 1, OR 174. • • • • • • ' • • .•••1 •••••• • %•••••• • • •••• •• •• • • H •• , .••••• • • • • •• • • • • _ •••••, • 1a .Sa©•13., •nsa 1S•fa' •1aa✓• • a30, • Jcot (j,• END CONNECTION DETAIL 7 0, f�F REQUIRED ONLY FOR SPANS GREATER THAN 12.-0" • SEE LIMITATIONS OF USE OF BLADE '1A' ON SHEET 19 1.12•.r1--P4c=(19 •• • • • • •• • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) © 2017 EASTERN METAL. SUPPLY, INC. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: _(561)209-8380 BERTHA HVTM Accordion Shutter .System H•V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE REV.No DESCRIPTION DATE OLD 15-080 2 08/02/17 3 DRAWN BY: M.L DATE: 08/02/17 DRAWING No 17-122 5 6 SHEET 18 OF 20 •••••• •� • •••••• • • � ••••• • ••••- • • ••••• •••••• • • 00000• • • •••••o • • (((3) OA /art 11 ) OR �T TYP. EA. END 44 MAX. 5 WINDOWS `¢ ALLOWED AT HV &, WINDOW BLADE ON cc W 5 SEE END CONNECTION DETAILS ON SHEETS; 10 & 18 TYP. FULL HEIGHT. ;16, z EXISTING GLASS s ! p� 0 0 0 441 0 0 s s 355 7 0 s 0 0 C 4! OR • • •1 • •) • 3:-) (SEE PLAN FOR REQUIREMENTS) TYP TOP & BOTTOM UNLIMITED WIDTH ELEVATION / ,TYP. / ; 1 ; J \ \ \ \ /\ / ." / / 20 TYP. SYMMETRICAL CENTERMATES 21; 122 W/ .24 OR 25 AND W/0r-25 (SEE NOTE 4 ABOVE) \ — — — PLAN TYPICAL '1 HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (A SHUTTER* .00 0 F Q 0 0 Q 0 0 a 0 9 0 0 s 0 0 n � 41OR14)OR )• 7) MN. SEPARATION TO GLASS -(SEE SCHEDULE ON SHEET 12 FOR BLADEiI,. i AND ON THIS SHEET FOR BLADES & fJq 1- * GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA (j) HV BLADE ACCORDION SHUTTER WORKING III UNISON WITH HV WINDOW BLADE t 1. MAX. A.S.D. DESIGN PRESSURE RATING: +110, - 110 p.s.f. 2. MAX. SHUTTER SPAN: 96". 3. ALLOWED MOUNTINGS: A, D. G & H ON SHEETS 6, 7; AS WELL AS MOUNTINGS M, 0, T, U & W ON SHEETS 16 & 17. ONL 4` i) ARE ALLOWED Wfla-I ARRYANQE D IN M (BOTH OR OPPOSING LOR AYOUT IN CASE OF 01#PO • YOUT, C35) MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF • • CENTERMArr 5. (A) HV WINDOW BLADE to SHALL ONLY ALLOW A MAXIMUM OF 5 OFtellftl9•• (3-0 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 4. • • • • • (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW • OF ANY 3-0 HOLE FOR ® SHALL BE 12". (C)WINDOW FIRST BLADE 1 OR L,4�T BLADE COMING OUT FROM STARTERS AT ENDS (D) HV WINDOW BLADE MUST BE USED ALTERNATE TO A SOLID THROUGHOUT SHUTTER'S WIDTH. ' •••••• • • •• •• MAYi•HV • HV•BLADEaQ • . . •• • (E) CENTERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOUD HV BLADE COAT EITHER SIDE OF THEM. (F) POLYCAR80NATE HV WINDOW 4)4 SHALL BE INSTALLED SO T TABS FACE THE IN THE INSTALLED ANDHv LOCKED USING A PROTECTED. SETTING TOOL WINDOW ONLYROVID D BY ACCA INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS UMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS UMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE: iSHUTTER SPAN MINIMUM SEPARATION TO GLASS 96" Max. 5- ALTERNATE OPPOSING CENTERMATES L'„2' W/ *EXTERIOR ONLY) AND W/ 24 OR is (SEE NOTE 4 ABOVE) -0: * , STATE OF cr P-r--5624,AeFJWE 'sisll Ars IL ECO IHC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGIN1A GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco0aol.com EB-0006719 WALTER A. TILUT Jr. P.E. FLORIDA Uc. j/ 44167 l /� �1°R22\\ / 35- \ (CAASCE '21;0R22^ \ `24pt25 / / • • • • • 1 • • • • •• • • • •• • • • •••••• • • • • • • •••••� • •• • • • • •• • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H V. BLADE #1 w/ OR w/o H.V. WINDOW BLADE REV.No DESCRIPTION OLD 15-080 2 DATE 08/02/17 3 4 5 6 DRAWN BY: M.L DATE: 08/02/17 DRAWING No 17-122 SHEET 19 OF 20 ••••• 000000 •• 000000 • • • • •••••• • • • 000000 • • • • 000000 ••••• • • •••••• .REQUIRED MINIMUM 1 1/2"x 0.035" THICK Min. ASTM A-653 GRADE 40 Min. G-60 CALV. STEEL METAL STUDS AT 16" 0.C. w a DWI w , REQUIRED MINIMUM 1 3/4"x 6 1/4"x 0.035" THICK Min. CONT. GALV. STEEL TRACK CHANNEL. ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2- TEK SCREWS ON INTERIOR & EXTERIOR FACE EXISTING GLASS —1 REQUIRED MINIMUM 1 3/4"x 6 1/4 x 0.035" THICK Min. CONT. GALV. STEEL TRACK CHANNEL. ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS INNTERl0R'& EXTERIOR FFACCREEWS ON VARIES 2" Max. 43a o; Min. 1 0 6" .C. 06"0.C./ EXISTING FINISH `AS APPLICABLE MIN. SEPARATION TO GLASS (SEE SCHEDULE). _EXISTING FINISH AS APPLICABLE 0 6.O.C. 1 Min. o: oi? w+1 i' BMW REQUIRED MINIMUM 7 6"x 1 1/2"x 0.035" THICK - Min. "'ASTM -A=653-GRADE-40 Mm. U-6U GALV. STEEL METAL STUDS ATA 16" O.C- w VARIES _1 2" Max. es}1D #I _ ti}g NGliFirriir111110D0) 1 Iui uI 6" ( ) O (Cont. 3 1/4" (Typ.)—. 1/2 (Typ.) HVA INSTALLATIONS W/ 1� HV BLADE & HV CENTERMATES 01 INTO METAL STUD WALLS .475" 38 (V� a to w n � (TYP.) "co * GENERAL LIMIT IONS AND CONDITIONS OF USE FOR BERTHA C .) HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, — 75 p.s.f. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: 4. ONLY WITH USE 0(2) INCLUDED AT CENTERMATE. ON THIS SHEET. ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED ARRANGED A METRICAL LAYOUT. (6" LONG, MINIMUM) MUST ALWAYS BE XTERIOR OR INTERIOR ACCESS SIDE OF ** BLADE SLACK DETAIL HVF IS VALID ALSO FOR CENTERMATE 21 APPLICATION WITH BLADE 0 06"0.C. WALL HEADER/SILL INSTALLATION EXISTING GLASS f SEPARATION TO GLASS SCHEDULE r_EXISTING FINISH AS APPLICABLE (TYP. TOP & BOTTOM) SYMMETRYCAL CENTERMATES W/ EXTERIOR ACCESS SIDE LAN SEPARAPCN TO GLASS W/ INSIDE LOCK (SEE 5 €UE) IN (6" Min.) 7" SYMMETRYCAL CENTERMATES W/ INTERIOR ACCESS SIDE LAN. SEPARATION TO GLASS (6" Mm.),' \W/ OUiSICE LOCK (SE SOiEUs7 HVB ,.:i""""",�L.ADE SLACK DETAIL HVF /1itEENC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 3601. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fax : (305)871-1531 e-moil: tiltecoOacl.com EB-0006719 WALTER A. TILLIT Jr. P.E. FLORCA Lic. # 44167 MINIMUM SEPARATION TO GLASS 3 1/4" MIN. SEPARATION TO GLASS (SEE SCHEDULE) VARIES 2" Max. 6 1/2"MAX. SLACK ** FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (581)209-8380 ••t • • • • •MUST . •••sn i -• •- PI E•N r•;a• • • —.AT • • .E0 • • 50"•••••• 13-I•• ••• • ••••••3^� • •s••• 20 e� THR•B4efr 43 1 /4"0 EL00 •GONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8"= 1" 1 3/4"x 6 1/4"x 0.035" THICK Min. CONT. GALV. STEEL TRACK CHANNEL, /ASTM A-653 GRADE 40 Min. G-60 ;' GALVANIZED FASTENED TO STUDS W/ (2) #6x1/2" TEK SCREWS ON INTERIOR & EXTERIOR FACE L(2) LOCATED AT HV HEADER/SILL ENDS 7 2.000" Mox. 1/4"a NOMINAL ALUMINUM SLEEVE 6063—T5 ALLOY •••••. • •• • •••••• I LENGTH + 1" r ••• • .,� 1 Yar0; " Bair • • •••• VIEW Y SIDE CONNECTION TO TRACK BUILDING CODE (High Velocity Hurricane Zone) m 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O N.V. WINDOW BLADE REV.No DESCRIPTION OLD 15-080 DATE D8/02/17/ DRAWN BY: M.L. DATE: 08/02/17 2 3 4 DRAWING No 17-122 5 6 SHEET 20 OF 20 ••• • • • ••• • • •• • • •• • • •• 1 • • •