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WS-18-3256Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 , Location Address Parcel Number Permit NO.: WS-10-18 3256 Permit Type: Windows/Shutters Work Classification: Shutters Permit Status: Approved Expiration: 04/22/2019 78 NW 96TH ST, Miami Shores, FL 33150 1131010330520 I Contacts CORNELIUS WHITFIELD Mobile: 3059926607 Owner FERGOSA INC JULIO FERNANDEZ 9605 NW 79 AVE 11, HIALEAH, FL 33016 Business: 3058232073 Contractor Description: INSTALLATION OF 5 ACCORDION SHUTTERS TO COVER 1 WINDOW AND 4 DOORS Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Scanning Fee Technology Fee Windows/Shutters Fee Total: $50.00 $1.80 $2.25 $2.00 $0.60 $9.00 $3.75 $100.00 $169.40 Valuation: $ 2,600.00 Total Sq Feet: 0.00 Inspection Requests: 305-762-4949 Payments Total Fees Check # 3447 Check # 3443 Amount Due: Date Paid 10/29/2018 10/24/2018 Amt Paid $169.40 $119.40 $50.00 $0.00 Building Department Copy In consideration of the issuance to me of this permit, I,agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits e required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. O 1 FFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws re �:' ..nstruction and zoning. Futhermore, I authorize the above named contractor to do the work stated. ,• Auth.l$��;i1 �y�gnature: Owner / Applicant / Contractor / Agent Date October 29, 2018 Page 2 of 2 Address: Value of Work for this Permit: $ lied)b Square/Linea Footage of Work: / dpdp Type of Work: ❑ Addition Alteration El` 1 Description of Work: I BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village Buildings:Department ,,t 10050'N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: 7 N 96 ST City: Miami Shores County: Master, Permit No. Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR Miami Dade L,: FBC 2014 ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION 0 SHOP DRAWINGS Zip:. 3315' ,Folio/Parcel#: (11" 310f — Occupancy Type: Load: Is the Building Historically Designated: Yes Construction Type:. Flood Zone: OWNER: Name (Fee Simple Titleholder):l.(1 et O$ Whirnab Address: 43{) tU CA' & 7 City: Mitt/ 5t-02 S State: r . NO BFE: FFE: Phone#: 470/ %2."6 T Zip: 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 1 62 Address: %cis /✓af .79 City: /41 Jf Phone#:lTtx 7._73' 7G ^, State: , Zip: /6 Qualifier Name: ET7`io ! r i 1 -iw Phone#: 3b,S State Certification or Registration% • pCertificate of Competency #:. 05I3 60003 / )I UCN DESIGNER: Architect/Engineer: RH7 1i City: �/� A State Zip: S• Phone#: g 0 7-2 3/L/I i.)6 9-LLA-L1DI) Q 6 Specify color:of,color thru tile• New ❑ Repair/Replace, ❑ Demolition ;T77-i:2S fed �65-� Submittal Fee $ /0 Permit Fee $. CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ • ` + Notary $ Double Fee $ Structural Reviews $ Bond $ Technology Fee $ Training/Education Fee $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable)• F, a Bonding Company's Address . + City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address ` r f 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. . a '. yd`i "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY. RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IFiYOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF�COMMENCEMENT." 'y 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 issue In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. t•• Signa •1• Signature r ,4. OWNERGENT ‘ -` W' CONTRACTOR }� ,‘ Tlie foregoing instrument was acknowledged'before me this The foregoing instrument was acknowledged before me • this I1� r ,\ :it.: day. of OCAoeeSy , 20' IR , by ?.3* day of IGf t b K * , 20 I 0 , by Cordell aS C, J1 t 1 TrIe.4 , who is personally known to. Julc)10 Per Di ' who is personally known to me or who has produced `. l(.Vowa .a % as'" me or who has produced ONWn ry, '¢ ! ji • ,F.A %;'' t. T '. identification and who did take an oath., k r identification and o did take an oath. NOTARY PUB i/ ,„ , 1 t NOTARY PUBLIC: Sign: Print: Seal' Steve Fernandez COMMISSION EGG117715 EXPIRES: aline 21, 2021 Bonded Tbru Aaron Notary *******************************#**** ****eye APPROVED BY ,'Sigh: r 4 Print: Seal: . •_ COMMISSION#GG117715 �� EXPIRES: June 21, 2021 '�.,,rivr* "Z. Bonded Thru Aaron Notary Plans Examiner Steve Fernandez as Zoning Structural Review Clerk (Revised02/24/2014)' Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation 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 (LL'C) 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. Sign State of Florida County of Miami -Dade The fore oing was acknowled e before me this 24 day of By r/ie/hv6 W AST &b who is personally known to me or has produced / 43Ocv1) Notary: SEAL: t, 4er,20 /v. as identification. 46„' — Steve Fernandez c�c a►' COMMISSION #GG117715 .� • •- EXPIRES: tune 21, 2021 may% to Not Bonded Thru Aaron Notary Gum. rmRi sag Awnings & Shutters Date: August 30, 2018 State of Florida County of Miami Dade Before me this day personally appeared Julio N Fernandez who, being duly sworn Deposes and says. That he or she will be the only person working on the project located at: 78 NW 96 ST Miami Shores FI 3315 Contractor Signature:, Sworn to (or Affirmed) and subscribed before me this 201e Personally known V Or produce Identification Type of Identification Produced ,''�PvApe Steve Fernandez COMMISSION #GG117715 EXPIRES: dune 21, 2021 Bonded Thai Aaron Notary Print, Type or Stamp Name of Notary 7-6 day of ©GT76er. 9695 NW 79 Avenue #34 • Hialeah Gardens • FL 33016 • Tel: (305) 823-2073 • Fax: (305) 823-3441 www.fergosainc.com i truIsem Awnings & Shutters RECEIVED, OCT 242018 NO 65 tit) es ND es WO Na APPROVED Miami Shores Village BY DATE ZONING DEPT BLDG DEPT I SUBJECT TO COMPLIANCE WI fH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS E5 NO tedfg9) OF Itxs ie0 �8 thy 46 S� 3 tyr�+i �St1ats �l. 3 /S0 bt#4 • • At if E6 ES '• ,j. •'J • • • • rzE�s� No _ No f :•• :•��k8�d,�• •• reeXqi) . Li • • • • ▪ • •• • ., • •••. .� &Palm(%tu ONAii 5 �= fMDJzA13 E6 C) 67109 (9-tb r7oS � WI''voa' y 9695 NW 79 Avenue #34 • Hialeah Gardens • FL 33016 • Tel: (305) 823-2073 • Fax: , (305) 823-3441 www.fergosainc.com RAMMS' ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE ,, ' DESIGN WIND LOADS IN PSF. Kd = .85 �� - ` ':' FOR 175 MPH WIND ZONE ,' P� Interior & Exterior Zones (4&5 - Walls) Positive Pressures t \ ) , Exposure C For the 175 mph Wind Zone CATEGORY-2 `BLDGY Height ;(Maximum) Effective Wind Area (or, Tributary Area) in Square Feet,, 10 20 30 40 50 t. ',. ) 60 1.00 0.95 0.92 0.89 / 0:88 . .J,.,r0.86 38.5 37.5 . 36.7 / 36.1`�, .\ 35.7 2::.) 4/ 40.8 39.7 38.9 '.38.3 / 37.8 25 44.6 42.6 41.5 40.6'',.-- �'40.0/ 39.4 • 30 46.5 44.4 43.2 42.3 : ' 41.7 41.1 40 49.4 47.2 45.9 .44.9, \ '44.2 43.6 50 51.8 49.4 48.1 / AT.1 - 46.4 45.7 60 53.7 51.2 49.8 ,,48, 8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures/ 7 ) ;I sv' Exposure C For the 175 mphSWind Zone CATEGORY 2 BLDG . Height (Maximum) Effective Wind Area(or,,Tributary Area) in Square Feet 10 20 a` IN30'' f 40 50 60 -1.10 -1.05 4,- -,. '-1.02 / -0.99 -0.98 -0.96 - -42.0' ' ) -40:9' -40.2 -39.6 -39.1 20/ -46.4 -44 4 N2 ,-----43 3 -42.5 -41.9 -41.4 25 -48.4 -46.4 N -45.2 -44.4 -43.8 -43.2 30 -50.5 t 48.4 '' -47.2 -46.3 -45.6 -45.1 40 -53.6 ' -51'.4 ,,, -50.1 -49.1 -48.4 -47.8 `50 -56.2 ,--53.8,' -52.5 -51.5 -50.7 -50.1 60- -58:2.---., '255 8 -54.4 -53.4 -52.6 -52. Q .. • • • • Exterior Zones (5 - Walls)_Negative Pressures • • • 4 Exposure C For the,/ 175 mph Wind Zone CATEGOR'Y•2BLDG_ ' Hei ht 9 s (Maximum) '.._ Wind Area (or, TributaryOArea) in SgOuarg..!get•60 • , • • oSEffective ',.-.,,-1.40 -1.29 -1.23 -1.19 -1.15 •'_ ' • -1.13' • ' ' -50.4 -48.3 -46.8 -45.6 ; www • • :-44.7. 1 I/ ` 4: -53.4 -51.1 -49.5 -48.3 • • -47.3 • • -25 - • .8 -55.8 -53.4 -51.7 -50.4 -49.4 / 30 -62.3 -58.1 -55:7 -53.9 -52.6 -51.5 7 N, .40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 --,,,. ' `50' -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 \ 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not Tess than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE E D (TABLES ARE INVALID UN' FRS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. :• • • • .• .• • •• • • • • • • • • • • • • • c da BCIS Home Lcg In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff I BQS Site Map Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application list > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer - Evaluation Report - Hardcopy Received • • • • • Florida Engineer or Architect Name who developed the Walter A. Tillit, Jr., P.E. Evaluation Report Florida License PE-44167 • • • • • • Quality Assurance Entity National Accreditation and ManagemelWAittlte Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. • • • • •.• Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code • •••• • • • • •••• •. • • • • • • • •••• • •••• Validation Checklist - Hardcopy ReceiMedP • • • • • • • • • • FL1850 R11 COI AMERICAN SHUTT11 SYSTEMS, INt. DRAWINGd7.••. 102 CERTIFICATE OF INDEPENDENCE.PDF • • • • • • • • • •• • Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202, 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%21%2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d'ad 1/3 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/03/2017 10/13/2017 10/17/2017 12/12/2017 FL # Model, Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 (HVHZ) Drawing# 17-103 Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane protection. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max span is 12'-7" for 35 psf positive ASD load and 13'-0" for 35 psf negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. Installation Instructions FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. INC. DRAWING 17-103 BERTHA HV ACCORDION SHUTTER SYST..PDF 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. DRAWING 17-103 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 1850.2 Bertha HV Accordion Shutter (Combo) - HVHZ - Drawing#17-102 Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes 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 indicated on schedule #1, sheet 12. And 12'-3" for 30 psf positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for 1-1V2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of installation drawings for other spans and pressures. Installation Instructions FL1850 R11 II AMERICAN SHUTTER SYSTEMS, INC. DRAWING 17-102 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R11 AE AMERICAN SHUTTER SYSTEMS, INC. DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 1850.3 Bertha HV Accordion Shutter - Blade 1 Only (HVHZ) - Drwg# 17-122 Extruded .. inum interlocking blades retained by racks (to and b• om) for storm protection Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. span is 16'-0" and 4'-9" for 30 psf ASD negative load depending on centermates .nd locking rod configuration for the HV1 blade, 8'-0" for +: • , -72 psf load for HV blade for Keystone mountings 7'-0" for 75, -75 psf for metals stud mountings and 8'-0" for 110 psf for HV1 and HV1A working in unison. See sheets 7, 11, 20 - d 19 respectively of installation drawings for other spans and pressures. stailation Instructions FL1850 R11 II AMERICAN SHUTTER SYSTEMS•ASSOC. INC DRAWING 17-122 BERTH HV 4CCORDIQN'5'i'SY..PDF • Verified By: American Test Lab.of6outh Florida Inc. • Created by Independent Thlte Pally: Yes.'. • • Evaluation Reports ") • • • • FL1850 R11 AE AMERICAN• g:IWITER SYSTEMS ASSOCINC 4 DRAWING 17-122 PRODUCJakLUATIOV•REPQRT.PDF: • • • • : Created by Independent Third d Party: Yes: • • • • • 4 • • • • • • • • • • • • • • • • • • • •• • • • •• ••• • •a • • •• • • Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EE0 employer. Coovriaht 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: • http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 2/3 Credit Card Sale . • . . . . . .. . .... . . .... . . • . .... .. . • . . . . .... . •. .. . . ... • . . • . .. .. .... . • • . . ••• • • • •• • ... .. • • • • .. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 3/3 hkcoINC. TID UT TESTME & EN(G3NEERING COMPANY WALTER A. TILLIT, JR., P.E. PRODUCT EVALUATION REPORT REPORT NO.: 17-0802.01 DATE: August 2ND, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB -CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System HV Blade 1 W/ or W/O HV Window Blade SUBMITTED BY: tilteco@aol.com FL P.E. License No. 44167 FL E.B. License No. 0006719 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. Tiilit, 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 1d of the Florida Department of Business and Professional Regulation. • • • •. This product is being issued an Evaluation Report as described hereh and ha;;;�• been verified for compliance in accordance with the 2017 sixth %clan of the . Florida Building Code, and to verify that the product is for the purposak tendedet • • least equivalent to that required by the Code. • • • • • • • •... This Product Evaluation Report shall be subject to review and revision iri 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), ,ti, )pc),,,"BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/roe p I iodow Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inca,, 'giid.a� d-se��Ty Walter A.Tillit, Jr., P.E.; dated 08/02/17. This drawing is ah int0-4iariks hi valuation Report. -2-Aor-i4 •pc Rt / c44 L�sl '••...... , yS�rist. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (3053IVA1 O o-ftax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 17-0302.01 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 Toads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01- 03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectively, signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., jointly with ATL Reports # 1004.01-05 dated 11/16/05, signed and sealed by William R. Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Henry Hattem P.E. per protocols TAS 201,202 and 203 completed with ATL Report # 0317.02- 06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also per Protocols TAS 201,202 and 203. Tensile test as per QC Metallurgical Report No.3DM-388 dated May 20, 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report No. 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 19.qa, as pe; section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Aeoordanoe with ASTM E-330 per Section 1709.8.3 Test reports prepared by Ameritrfresting :• •' Lab of South Florida, report # 0505.01-08 signed and sealed by Williarli'R• Mehner;' P.E. and Henry Hatten P.E. Testing for polycarbonate Bayer Makro3on•303 fQr • fire burning characteristics, per sections 2601, 2602, 2607 and 2615 the Florid'"" Building Code, per ETC Laboratories report # ETC-07-1095-104571; 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.,�;�d�e 11'21.4/07, signed and sealed by Joseph LaboraDoldan P.E. `lei r„`C .(� Tensile test as per QC metallurgical Report �8°'1=69�,,Eq�f20T,,21, 2008 signed and sealed by Frank E. Grate P.E. as Or ASTM'-8. < 10.44 7 • • • PRODUCT EVALUJAT1ON 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. design wind Toad, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31, 2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of The Florida Building Code, as per 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 detels•indicated • on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of ProduerValuatidr1. •. • • Document (P.E.D.), drawing No. 17-122. Minimum separation to glagisll be as•;;� indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D'),.drawirJg:. No.17-122. Requirements for use of locks and/or locking rods shall be es:i+xiicated • • on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Dot;ume',,:, • J • • • • (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 sh'9 t,,3,9Jof 20 of drawing # 17-122. yy`*"fit A. ;S'O1j fA L. � Z0, `�`. 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, 15, and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 17-122. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 10, 11, 12 and 13. Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.D.), drawing No. 17-122, prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood framestructures, and Metal stud walls. 7.4 Limitations of use Blade 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. Tiliit, Jr., P.E. (Florida License No. 44187), President of Tilteco, Inc. (Florida EB-0006719). • • • • 1°471, ' • •• • 01' 1 >\.. .. ......... `'' J Sie• ••• • • • ,,, •: . k x; ENSI. •t• • • • • • -1 Y • • • • Cj 1' 1 6 7 • • .A 4 • • f�( Syr •••• 1 t0//..ittE OF ttz:•$': . • ' 1 k- t a, • • • ••• • H.V. ACCORDIONOVERSTRESSED. A 33 T INCREASE IN ALLOWABLE LOADS REPORTS. BEENVERIFIED IN ACCORDANCE WITH SECTION 1626 OF TIE ABOVE•JEIJIONIO C•DE LEI* ATL -HV BLADE 1 l• • ••• • • • • {0214.01-03, 10715.01-03, #1004.01-05, #1214.01-05, #0317.02-06. f0609.01-10 AND #0210.01-11 AS PER TAS 201, TAS 202 AND TAS.A3 PROTOCOLS • • • & #1220.01-10 AS PER TAS 201, TAS 202 & TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE IA #0505,01-08 AS TAS 201, 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL 2. HV BLADE ANO HV WINDOW BLADE 63 ARE ENGINEERED TO WORK IN UNISON WITH EACH 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 a 14X2.75 AND / 14%1.75 RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH ANO 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T8 ALLOY IS 31.7 ksi AND 35.7 ksi FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kst MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE 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 kel MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE Q 12,13,14,14A,15 AND 20 HV BLADE IQ & (D 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 WHOLE OR IN PART BY U.S. PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SNAIL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 111E STRUCTURE WHERE SHUTTER IS TO BE ATTACIIED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICMIE WARNINGS HOME OWNER, TENANT, 0R OTHERS, MUST PROPERLY CLOSE ALL HV AND HI) 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 WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. IABEUNO 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 I5 APPLIED TO. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.O., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFET• AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL UE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR TIIE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL, ENGINEER OF RECORD THAT PREPARED IT. 11 Illllllni,,q,,, • • • • • • • 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE 71ITN THE 2CI7 tell h )• • • • • • • • • OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. pptI • • 1 • • • • • • DESIGN WINO LOADS SHALL DE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISD • • • • • • • • OE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 AND SHALL NOT DICEED DIE MAXIMUM (A.5.0.) ItylfjN.WHERP SHUTTER •II! • • • • • DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORDER TO COMPARE THESE W/ MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. •• • • • • • • • • •• IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., A5 TESTED WERE NOT • SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS • FOR WIND LOADS WAS NSLT_ •15E0 4N •HEIR •NAL.SIS PREIRHA • • 411110 • • • .•. •••• • • •• •• • • • • • • • • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • ••• GENERAL NOTES: 1 7 r11 AT•i7 : 7-/Q Y\GENS v�-t `.) tOF .i�,l. r ST \� 1 s/°NAL E�\C'�• P.E. SEAL/$I&NATURE/DATE TILLIT TESTING & ENGINEERING COMPANY 6395 N.W. 35In. 5L, 51e. 305, V1RGRM GARDENS. FLORIDA 331Gt Phone : (305)871-1530 . Fax : (305)871-1531 e-maIl: tllleco0aol.corn EB-0006719 WALTER A. TILUT Jr. P.E. FLOROA Uc. 144167 •• • • • • • • • • •• . • TABLE OF CONTENTS AREA 1: HV BLADES C1) & �A GENERAL NOTES SYSTEM COMPONENTS 1-20 SYSTEM COMPONENTS 21-37 TYPICAL SHUTTER ASSEMBLY 38-44 AREA 2: HV BLADE 0 AND HY (WHERE APPLICABLEI 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 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 SHEET 1 SHEET 2 SHEET 3 SHEET 4 WINDOW BLADE TA SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 14A SHEET 15 SHEET 16 SHEET 17 SHEET 18 AREA 3: HV WINDOW BLADE (-A ONLY TYPICAL SHUTTER ELEVATION SHEET 19 ARris 4: HV WINDOW BLADE ()ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA I FLORIDA BUILDING CODE (High Velocity Hurricane Zone) .S.S.AIi American Shutter Systems Association, Inc. 4268 West Roods 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. BLADE #1 W/ DR W/O H.V. IMNDOW BLADE REV.No DESCRIPTION OLD 15-oso DATE OB/02/17 DRAWN BY: M.L. DATE: 00/02/17 DRAWING No y 17-122 SHEET 1 OF 20 4 h4/ call FOR INNDOW 61ADE 34+ p' �X ®'.a. �\ A (1) HV SOLID BLADE COVERET UNDER US PATENT # 5458179 (,A) HV WINDOW BLADE• "SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 AL e,�•..•..�.ar, - - 3." 6' .670" 0.072' 6 6 HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/. HV BLADE C) 6063-T6 ALLOY AND TEMPER 4 q�Ai r- - 083" 111Liii=j060" (11) ItV CEILING HEADER QUALIFIED FOR E W/ HV BLADE( ONLY, �EE--SECTIO'' 4- VALIDITY. 6063-46 ALLOY AND PER MN. X MN. Y 14N. t 0.062" Cal SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE() 6 -T6 ALLOY AND TEMPER 7 0.G.454`DY\ 4.385' 4.999' 3)HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE It 6005-T5 AL ANR-.4f AOR 3.226` .085' (TYP.) 1.500' 4,897' HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE ()) 6063-T6 ALLOY AND TEMPER .100 Ala: 1.915' " I .083" 060' 060 3.520' (1.14 HV HEADER/SILL OUALIFIED FOR USE W/ HV BLADE (DON 6063-16 ALLOY AND TEMPER a; 9 67D ALUMINUM ANGLES QUALIFIED FOR USE W/ HV BLADE (1J) ONLY. 6063-T6 ALLOY AND TEMPER 11 \CEAIS.:••.'�� • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • •••• •• • •• • •• • •• •• • • • •• •• • • • • • .375" 4.11 64 41 HV DIRECT MOUNT QUALIFIED FOR•LESE ♦V •iV BLADE D • • •1 • T6 ALLOY N 7(1148 • • 60 670' bl 092" • • of (8)HV WALK -OVER TRACTS QUALIFIED FOR USE W/ HV BLADE (1) 6063-T6 ALLOY ARD TEMPER ( _3) HD CEILING HEADER/SILL, QUALIFIED FOR USE W/ 11V BLADE CT) SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER COMPONENT A 8 TI T2 17 2" 5' MAX. I/8" I/O' L61 2" 5" MAX. 0.192" 0.192' 191 2.5" 7` MAX. 0.190' 0.190" ce. . 2' 5' MAX. 0.139" 0.131' u FORDP•\;-'00't IS'�nA• ''C t It(� tt RE,:SEAC Gh/yDRE/DATE /IiUic 0 INC.\ • • • • • • • • • •• • • • 1.491' • • • • •05• 5 HV 901180' STARTER QUALIFIED TOR USE W/ HV BLADE (J) 111063-T6 ALLOY AND TEMPER • • • • • • • • • •• • • • • • • • • • •46.G70' 994''__.670 1.000' 411- 25..1 c .920 (9)HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE co ONLY. 60133-T6 ALLOY AND TEMPER ) Q.,9- HD WALL HEADE'JSILL QUALIFIED FOR USE W/ HV BLADE (') ONLY. 6063-T6 ALLOY AND TEMPER X Y 2' 2" 0.125` 3' 3` 0.090' (20) CORNER POSTS OUALIFIED FOR USE W/ HV BLADE CD 6063-T6 ALLOY AND TEMPER TILLIT TESTING & ENGINEERING COMPANY 0335 11.W. 361n. 5t., 51e. 303, VIRGINIA GARDENS, ILONOA 3316 Phone : (305)671-1530 . Fax (305)871-1531 a -mall lillecoCool.com E13-00013719 WALTER A. TILUT Jr, P.E. FLORIDA Lie. # 44167 i .373" u 1z4� 0 1.375' 17 55' 3.7 0" (10 HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE(1) 6063-T6 ALLOY A D TEMPER 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 MADE REV.No DESCRIPTION DATE ORAWN EN : ML. OLD 15-08D 06/02/17 DATE: 08/02/17 DRAWING No 17-122 SHEET 2 OF 20 2,293" .745" U HV CENTERMATE QUFIED FOR USE W/ HV BLADE®& (IA 0 6063-T6 ALLOY AND TEMPER 1,000• ;16 2,750' I —.1- i 2.750• PUN 1 `� 'I 4,566 o� .82 FRONT ELEVATION (-g HV MALE "T" LOCK CENTERMATE j LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(�ONLY �9) HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK QUALIFIED FOR USE W/ HV BLADE @ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE (710NLY QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' W/HV BLADE 0 ONLY. (22) HV FLOATING CENTERMATE`s' QUALIFIED FOR USE W/ HV BLADE (1 )& 13ONLY 6063-T6 ALLOY AND TEMPER • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • 0.334" • • • • • • • • • • • • • • • FLAT 1/4"-20x1/2" U HEAD • • S.5.1.1.S. • • • (2 rep.) 6 • • • • • • •• a22' ''� •• •• •• • 9/�"h •3.023"• • 123! HV CORNER CE TERt•M�•,•�•EAyT�E • • • • QUALIFIED FOR USE•Lt/ HIT BLIDECE)ONLO • • • • 6063-T6 ALLOY AND TEMPER • • .318 1/4"-20 THREADED • • •• • •sL • R •Y1r CYLINDER ME PLATED) I ® HV LOCK • • QUALIFIED FOR USE W/ HV • BLADE Q & (LA) ONLY. .32 31 HD QU IEt) FOR USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER 7 VARIES. 12" MIN. 1/4" 0-20 S.S. OR 3/8"4-16 ACETAL TIIUI45CREWS. (SEE DETAILS) 7" N LOD j HD CENTERMATE W/ LOCKING ROD QUALIFIED FOR USE W/ HV BLADE (& QA) 6063-T6 ALLOY AND TEMPER 1.130• . p LOCKING RODL QUALIFIED FOR USE W/ HV BLADE 1Q 6063-T6 ALLOY AND TEMPER >. STALLATION WILL REQUIRE A 7/16" E DRILL T TRACKS FOR PROPER EMBER NT 375"0 0_6) HV 3/8"0-16 ACETAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 0 .17/7///AAJl..rs A.64) . IU•,..:�,\41AA PE'��/ 1 8iC7 Ak0(E/DATE 3.161 C 3) HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE) & (1-66063-T6 ALLOY ND TEMPER t1/2' 3) HV 1/4" 0-20 AISI 304 ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE (✓ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. 5t., Ste. 305, YIRGMMA GARDENS, FLORIDA 3316E Phone : (305)871-1530 . Fax I (305)871-1531 •-mail: 611ecoeaal.com EB-0006719 WALTER A. T1LL1T Jr. P.E. FLORIDA Lie. !r 44167 OLDEO TO SCREW 1/4"-20 - THREADED DIE CAST MOUSING ENAMEL BAKED PAINTED GRESS TURN KNOB. HROME PUTEO ® HV EGRESS LOCK OUALIFIED FOR USE W/ HV BLADE G & ONLY. 250 0.D. .8254 �,I .360" AFTER RIVETING 1 /4"1-20 x 3/4" BEFORE RIVETING S.S THUMBSCREW 1/4"0-20 RIVNUT* *SERIES 9444 ALUMINUM (2024-13 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART / 0820, AS MANUFACTURED Err AVOEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 DR EQUAL. ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE (11 ONLY. 545" 4.- ) PI Ilnir Oa 0 604' \-THUMBTURN CYLINDER OR KEY CYLINDER 0.875" Min. 1 .125" MOx. i 1.57 Min. 1.78" Max. THUMBTURN CYUNOER OR KEY CYUNOER �4 HD LOCK BY REGENT HARDWARE MORTISE LOCKS, SERIES 2333 .1100K..130LT...LOCK... QUALIFIED FOR USE W/ HV BLADE (i)& 1A FLORIDA BUILDING CODE (High Velocity Hurricane Zone 2017 EASTERN METAL SUPPLY, INC. wasSiAn American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WIDOW BADE REV.H0 DESCRIPTION DATE DRAWN BY: LI.L. OLD 15-080 D8/02/17 DATE: 08/02/17 3 DRAWING No 17-122 5 6 SHEET 3 OF 20 j • •• • • • • • • • ••• • • • ••• • • •• •• • • • • •• • • • •• • •••• •• • •• • •• • •• •• • • • • • •• • • • • • • SHUTTER ASSEMBLY SCHEDULE FOR HV O. HV 4A 01 HV BLADE 1 13 HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING 0 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 0 HV 1 3/4" ACCORDION PIN W/ #8 HEAD * © NV 2 3/4" ACCORDION PIN W/ #8 HEAD * © POLYCARBONATE IMPACT RESISTANT HV WINDOW * }IV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR HV(j)HV(i (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV I© BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O BLADE WHEN CORRESPONDING TO INSTALLATION "I1 ", SHEET 7. (3) HV PIN ©7 OR © W/ 1/2" 0.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET 10 • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • •• • • • • •' • • ••I • • • • i a4s' 4 1 n1315"0 EXTERIOR 0 or SEE NOTE FOR REQUIREMENTS) TYPICAL SHUTTER ASSEMBLY WHEEL CARRIAGE DETAIL N.T.S. n D OR HV PIN �2 OR AT EXT RIOR _ BLADE'S KNUCKLE. \\ (SEE NOTE * FOR REQUIREMENTS) • ..147G FJ. ASSEMBLY LAYOUT N.T.S. BLADE'S -� ,( ItiLE• • .41(f ) • • • •• • • • RTION., • • • • •—•��` 2 7/8" MIN. CLEAR SEPARATION BETWEEN BLADE OPENINGS EXTERIOR (1) HV BLADE SOLID & 4%\ HV WINDOW BLADE DETAILS N.T.S. TIFF • (VONAL L`�v4111 11 P.E.SFAL%9IGNATURE%DATE /ii[ko1.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 3815. 51., Ste. 305, VIRMNIA GARDENS. FLORIDA 3316F Phone (305)871-1530 . Fox : (305)871-1531 e-meil: tlllec4Oool.con, EB-0006719 WALTER A TILUT Jr. P.E. FLORIDA Lk. 11 44167 12" AIIN. CL TO BLADE BO NV WINDOW BLADE .0625" .0625 44; HV WINOO �— .._ .0625" Lx1EF10R J`1 ' .0625 .0625" SEC»oN %-% 875" Y 43* 0.06 03 G625" J'ti0625" 513/4" ON CENTERS •�T'--" 21/4- CLEAR (BETWEEN TABS CE R 1.7500;;, 3750" 7/ 02.8750" 3.7500" '0 f1RFR10R FIFVA13015 TYPICAL HV WINDOW BLADE ® AND POLYCARBONATE HV WINDOW DETAIL x * POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NO1E "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 010106L PROPERTIES OPUCABLE STUD REFERENCE/ RESULT MCI RAM SPECIFIC GRAM 0FC1WWAI. ASIM 0792 0.043 1E/1K' 0.043 I5/in TENSILE WELD 51RENCM A511 D038 9.400 p.,.I. 9.500 P...i. FIIIIMA. 51R01C114 AT WIELD AM 0790 12,500 p.,.I. 13,400 p.,.1. FLEXURAL MODULUS IMPACT: /SIN 0790 340,000 pe.i. 345,000 p.,.i. NOTCHED 1200 As11.1 D256 18 FT-lb/In 17 FT-le/in FM UNWIRE f11AP4,MKITTS; SMOKE DENSOW A51M 02843 47.2 R 64.5 7 MO PATE OF BURNING A51M 0035 c-1 MASS C-1 CLASS SELF IGNITION AS1N 01929 1040 'F 980 'F ' NERILIEREQ, TENSILE STREWTH AFTER WEATHERING AS1M G155 AMU 638 9302 p.4.1 6e40 p.4.1. TENSILE STRESS BEFORE WEATHERING A5114 638 8461 p4.1. 6880 e.4.l. FLORIDA BUILDING CODE High Velocity Hurricane Zone) .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 OZD2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BADE REV.No DESCRIPTION DATE DRAWN BY: M.L. OLD 15-080 08/02/17 DATE: 08/02/17 2 4 DRAWING No 17-122 5 SHEET 4 OF 20 • • •.• • •• •• • • • • • • • • •• •• •• • • •• • ..• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • • ••• 5 SEE Et CONNE DETAIL. SHEETS 10 & 18 TYP. FULL HEIGHT. Oil. or ee®a 161w4 094 HUA yA ' - o ,r_ I I I / ry It. I \ / r ry ry (1)�IA� e---- NDc� Rvx � 1/3 OF SNUI ER SPAN FOR INSTALLATIONS W/ (1) NV LOCKS 'T�-- - - —�OR(25,te ' R: OE 6)aRp�OR� I ry N n-1v g�F : �sS E,gg n Do-nvo I. I. ia. I A 1 1 1 1 Tn�N A N I UNLIMITED WROTH C7 r-124! a (1.5 5 5 „e3 (1 ).R0oo(j.®aRC)a6,D,(t1-4a6 1(3)ef`5)ul7).�31ox17.1So6 TYPICAL (T) HV BLADE SHUTTER ELEVATION N.T.S. µj1,1N/////✓q✓moo+ OR 0-' r/',,*" n or. � • srdNAL EC,U`.�11 `1.e P.E. SEAL7'SI6NATU11E/DATE ry OF CORNER CENTERMATE • •• • • • ••• • • ;NOTES AN HIV LOCKS. AND•CENTERMATES; •1. MANWORY •ON•lIT10111 tk ON90HV LOOK (2� or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN •OR•12" ABOVE OR RSV*" 1(2 OF SHORTEN SPAN FOR SPANS UP TO 105", AND FOR INSTALLATIONS AT ANY •ELDWATION. MV LOCK or fly MPM BE *SE. AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Q_11 OR OINTERM TTOS•Aq(2) 1/•"0-20 R Sr2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. LIM(IE L100R/ FIL[�7{5� IN Q (�V LOCKS qT OR 4 OR ONE HV LOCK (21) OR 15 W/ TWO • HV LOCIIN tR O Q SLOL AO FASHALL BE SED F R ANY SPAN AND INSTALIATIf4'Nj AT ANY ELEVATION. • Q iA L•ViE ATTACHED TO 11 OR 271 CENTERMATES W/ SAME SPECIFICATIONS AS PER K LOCKS SAPPLICABLE CAL �6HIYTE• EIfVAi01A MAXIMI*M SHUTTER SPANSHALL BEDET DETERMINED INDICATED PER SC DULE I3ON SHEET I 12. • • • • • ••• •• 3. OPTIONAL CONDMON i1• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV LOCKS 04 , QQ OR 26 MAY DE USED AS AN INSIDE 0R OUTSIDE LOCK. CONNECTION OF.LOCKS TO CENTERMATES JI OR 2-2 SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OMIQNAL CONDMON I2 (VALID ONLY WHEN MANDATORY CONDMON 41 0R UMITEO MANDATORY CONDITION R2 I5 USED W/iwO H.V. LOCKS). LOCKING RODS 05 ARE NOT REQUIRED AT_HURRICANE POSITION, BUT MAY HE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Q1 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDMON 22 ONE IIV LOCK �a( + SHALL LL DE ATD CORNER CENTERMATESIDE ORIFOR ANY SPAN AND INSTALIATIONS AT ANY ELEVATION. HV LOCK 124 or 0 SHALL OE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 23. CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 0 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL HE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL HE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 6. FUlsl-ALTERNATE TO MANDATORY CONDITION I1 VAUD ONLY FOR HV I nCK) W SYM6p41CAL CFNTFRMAT}S a IINSTALLATIONS ATONE TERNATE HV ANY ELEVATION. KAL�NATEY BLOCKED NMALEU OF HV Y BE USED AS AN�INSIDE ROR ANY UTSDESPAN AND LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO e1 OR k-2 CENTERMATES SHALL BE MADE W/ 1/4.0-20x3/4" ALUM. RIVNUT AS SHOWN ON SECTION NYE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 7. MANDATORY CONDMON I3_FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK 214 or 2=5 or q_4 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 23 or 6 or 5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 23 or i* 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 0 W/ Q4 OR GT TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SEOND ALIERWITE TO MANDATORY CONDMON 11 VAUD ONLY FOR HV '5" LOC al ,IND CENTERMATES 613 AND $$_1 ONE ALTERNATE HV "T" LOCK (5U MAY BE INSTALLED IN LIEU OF HV LOCKS 23 OR•Q5 FOR ANY SPAN AND INSTALLAIIOIJ AT ANY ELEVATION. ALTERNATE LOCK 0q(�_MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER' 1 , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND q_91 W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WINGNUT OR W/ I/4"0-20x1" S.S.M.S. INTO A 1/4"0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" _MAXIMUILAROVF AND BFI OW MIDSPAN NSF OF TWO I OCKIN( ROOS (% TOP AND RMOM IS MANDATORY *NOTES ON HD LOCKS Sc CENTERMATES: 1. 11D_I„OcK i34 lq HD CENTERMATES a1 OR (-0 W/ 14 : ONE ALTERNATE HD LOCK ( MAYBE USED IN LIEU OF HV LOCKS '24. OR 12 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK 03 MAY BE USED A5 AN INSIn5 OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK (441 TO ,5; IS W/ 3 N8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT 10 AS SHOWN ON SECTIONS 11DB-HVB AND HOC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS D , IS COMPLETELY OPTIONAL. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. 5t., Ste. 305, VWCIMA GARDENS, R0R6)A 33161 Phone : (305)871-1530 . Fox : (305)871-1531 e-moil: (iltecoOool.com EB-0006719 WALTER A. 'RUT Jr. P.E. FLORIDA Uc. N 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone. (800)432-2204 . Fox: (561)209-8380 ® 20,7 EASTERN METAL SUPPLY, INC, BERTHA HVTM Accordion Shutter System H.V. BADE #1 W/ OR W/O RV. WRIDC V BADE REV.No z DESCRIPTION OLD 15-000 DATE 08/02/17 4 DRAWN BT: M.L DATE: 08/02/17 DRAWING No 17-122 5 6 SHEET 5 OF 20 ' CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 12DR�14/ 139, SEPARATION TO GLASS (SEE SCHEDULE ON 111 FOR BLADE 11ANO EXISTINGON SHEET ;�19 FOR GLASS--) 0lA>�(D& (Ij EXISTING GLASS—; MIN. SEPARATION TO GLASS (SEC SCHEDULE ON 11 FOR BLADE (1 AND I ON SHEET 1B OR BLADES 1°& (rjll POURED CONC OR CONCRETE Bl WALL REQUIRED 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. CONCRETE ANCHORS (SEE SCHEDULES ON SHEETS 13 & 14A) POURED CONCRETE-, �, \il • I 5,' 1/2 " EXISTING GLASS—, CONCRETE ANCHORS 13 EESCHEDULE ON SHEET 13) 18 OPTIONAL MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) • • .•• • • • ••• .0f .• • • . •• .• • • • . •• • . . • • • • • •• •••• • • •• • • •. •• • •• • • • • • ••• • • • • ••• POURED CONCRETE • • • • OR CON ETE BLOCK • • • • • • • REOUI • • • • • • • • • O. .1 1 • • • • • ••• I' • • • • • • • • 1 ••• • ••• •� '•A Min.-- 1/4"0-20x3/4" S.S. EO j EO- MACIIINE SCREWS USING 1/4'-20 NUTS 0 12' 0.C. • •••" • • j • 27 wx • •• • • •• EXISTING GLASS— ♦ (B) HV WALL HEADER INSTALLATION MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 11) POURED CONCRETE._, - OR CONCRETE BLOCK WALL REQUIRED -1 (EJ HV WALL SILL INSTALLATION OPTIONAL — 17aR18 -4- 1/p• • • • 1 • •1•, • • • • •••' ,• 0c EXISTINGuss- EXISTING GLASS CONCRETE ANCHORS (SEE SCHEDULES ON r SHEETS 13 & 14A) OPTIONAL MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) 1/4"0-20x3/4' S.S. MACHINE SCREWS W/ 1/4"-20 NUTS 0 12" 0.C. 1_ Min. EO Lp.,p] 13 +ppR O UII�NHyy 2' Mox50 1111 �11 i —y' CO) HV WALL HEADER INSTALLATION I/4" Max. '. � I OR 15 �1/4"0-20a3/4" SS. �EO—E0- PHILLIPS TRUSS HEAD L MACHINE SCREWS USING 1/4"-20 NUTS 0 12" O.C. Min. * E. D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) ONCRETE ANCHORS (SEE SCHEDULES ON SHEETS 13 & 14A) I • SEE LIMITATIONS OF USE FOR BLADE (IAI ON SHEET 19 r11! -: O `' ATE OF LEA\ P.E."S 4PlIAT)JRE/DATE \ MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) OPTIONAL 1/2". 1} EQJ I I" ' Min. tit U I' 411/4", 1 Max. OR 15 --' \ CONCRETE ANCHORS ' 1/4"0-20x3/4' S.S. PHILLIPS -(SEE SCHEDULES ON TRUSS HEAD MACHINE SCREWS POURED CONCRETE SHEETS 13 & 14A) W/ 1/4'-20 NUTS 0 12" 0.C. OR CONCRETE BLOCK REQUIRED �F) HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ C1) HV BLADE TILLIT TESTING & ENGINEERING COMPANY 8355 II.W. 3615. 51.. Ste. 305, VIRGINIA GARDE115, FLORD, 3310f Phone : (305)871-1530 . Fax : (305)871-1531 e-man: 011eco0a0Leo,n EB-0005719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. # 44187 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) . 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 1-I.V. WINDOW BLADE REV.N5 DESCRIPTION OLD 15-080 2 DATE 08/02/17 3 4 DRAWN BY: M.L. BATE: D8/02/17 1 DRAWING No 17-122 SHEET 6 OF 20 POURED CONCRETE REQUIRED %KITING GIA55--I _ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) SEPAAIION TO CUSS (SEE mum c 4 5<1T.T 11 MI WOW AO EN SHEET 10 rto OR ( OR (0) HV CEILING INSTALLATION EIIISTIIIC GLASS EDGE OF SLAB IF APPLICABLE I M.N. SEPM4l1DN 16TO CLASS (SEE OT DlxE OI BIM roe EAAol0jxto ON SHEET 1e `OR EXISTING , 8AE0(®&® GLASS-, ALTERNATE- ANCITOR LOCATION ' 1i © EDGE OF SLAB IF APPLICABLE 1) OR (7.41 • Cr NCRETE� R eUIRED YN. STPIRADON )--(SEE o l l& ow— SNEET 11) e; g14x3/4" HEX HEAD TEK SCREWS 0 9" 0.C. OR 1/4'e-20 S.S. M.S. W/ NUT 0 9" 0.C. CONCRETE ANCHORS /--(SEE SCHEDULE ON SHEET 14) 1 7/8" , OPTIONAL POURED) CONCRETE REQUIRED (4) HV RAINGUARD INSTALLATION t i-L NOTE FOR COMBINATION OF SFr,TIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER AjSEIABLY 2- MOUNTING SECTIONS CAN DE COMBINED IN ANY WAY 10 SUIT ANY INSTALLATION. D.• 3/8' UM.. 3/e MITI. SEMI • . 000 • . • 000 Ore• • •• • • • • •. • • • • •• •. •• • • • • • • •• ••• •• • •• • •• •• • •• •• • • .•• • . •• • • •.• • (1)• • •• • •• \• ••• .'T-1F•AIOx3/4• HEX • • • • • • • I",io' cvs�7'* .- • • •,• ISEE so,[ . •EXISTING ,• SHEET� ♦ • 110145S—I• • • • —11 1 WASHER HEAD I i "_7EK SCREWS • 12" 0.C. COETE.4NC•I %j(ICE SCHTAUL• pfn SHF[T 13} • • �f1 • •' E.O.--l.�`''• . ) E. D. FLOOR INSTALLATIO► t EXISTING I LAIN. SEPARATION GLASS—, TO GLASS —(SEE SCHEDULE ON SHEET 11) ry uIN. / 0 12 D.C. ©. 3/O �i-'#14x3/4" S.D.S. I.- 1 3/8" 1' 9" O. C. 1%OR 01/2• IJ 11/2� `-CONCRETE ANCHORS (SEE SCHEDULES ON "SEE NOTE 13(b) OR CONCRETE BLOCK SHEETS 13 & 14A) ON SHEET 1 REQUIRED \F- s no OF (K) HV WALL FLOOR INSTALLATION. APPLICABLE POURED CONCRETE • N• • • • • • EOCE4F -SLAB IF APPLICABLE • •. • '• • '•• , • • • • P1 CONCRETE .J / I E D.• REQUIRED LFLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) �8) "'ERA O D cuss "IEEESCMEUXE aN' EL / SNEET il) 6fp11 EXISTING 1111GLSS- T---- f. EDGE OF SLAB IF APPLICABLE U HV WALK -OVER INSTALLATION CONCRETE ANCHORS (SEE SCHEDULES ON SHEETS 14 & 14A) 7 EXISTING / GIA5-1 5 MIN. SEPARATION / TO GLASS '--(SEE SC1 EDULE 0p) SHEET 11)• / 1/4" j1 "MAX. I . g1Ux3/4" HEX I 1 �WASIIER HEAD . / TEK SCREWS ` E. Dy' * E. 0. P. EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) NDtE: t 71115 INSTALLATION SIIALL DE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE ff//A'✓m s\• .•``DEN8F •, �i , TAy'7 tl 13 " 1 TATE OF ��; ry '. rrpRiDP,. ' "1,1� (� I P.E.7-SERA_(/ RArURE7D TE I• . POURED CONCRETE-5 OR CONCRETE BLOCK REQUIRED 1/4 Max. 60 i I E'D.e POURED-' CONCRETE REQUIRED (1j TRENCH INSTALLATION VALID ONLY " F A.S.D. DESIGN SSURE RATING & FOR SP S 4ULE #4, SHEET 11 EDGE OF LAB IF APPLICABLE 0 ITW BLIXDE% TAPCON W/ ADVANCED T1INEAOFORM CHNOLOCT OR I/4"e POWERS WIENERS TAPPER+ ANCHORS W/ 13/4" MIN. EMBEDMENT 0 6" 0.C. FOR UP To 6'-0" SPAN AND .4" 0.C. FOR SPANS LARGER THAN 6'-0" UP TO 8'-0" MAX. APPLY 7 S&LA4E AT EVERY FASTENER HUD 7 (TYP.) (SEE NGIE If ON SHEET 11 / CONT. FrUMRAD0N5)% SEALANT FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) i 17 R1) \ \ 11. S.D.S. O9"O.C. SEE NOTE (b) ON SHEET HV WALL WALK —OVER INSTALLATION • SEE LIMITATIONS OF USE FOR BLADE (1_& ON SHEET 19 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 301h. 51.. Ste. 305. VIRGINIA GARDENS, FLORIOA 3310E Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: tilteco0ool.oam E8-00007i0 WALTER A TILLIE Jr. P.E. FLORIDA LIa. d 44167 • • Li . • I2.00" MIN j;. E.D. • MIN. AN. SFPARA TO CUSS SEE SCIIEDUM3 ON SHEET 11) � 1/4",-20e3/a' 55 M5 . USING 1/4"e-20 NUTS 0 12" D.C. EXISTING NON STRUCTURAL - WALL TRIM (DECORATIVE SILL) _POURED CONCRETE REOUIREO (M) KEYSTONE MOUNTING INSTALLATION YNNMUM A.S.O. DESIGN PRESSURE, +64,-72 pet MAXIMUM SHUTTER SPAN 8'-0" INSTALLATION 'ETAILS W/ (1) HV ADE FLORIDA .S.S.A American Shutter Systems Associotlon, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fox: (561)209-6380 DING CODE (High Ve • Hurricane Zone) STERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. \MMX)W BLADE REV.Ne DESCRIPTION DATE 0L0 15-080 2 8/02/1 DRAWN 8Y: M.L DATE: 08/02/17 DRAWING No 17-122 5 6 SHEET 7 OF 20 SEE END WALL CONNECTIO DETAILS ON SHEETS 10 & 18 (OUT( 2"x2'x1/8"x0'-2" (6063-16 ALLOY) ALUM. ANGLE W/(2) 1/4'0 TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & (4)(1'I0x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) EXISTING GLAS� MIN. SEPARATION TO GI_A55 (SEE SCHEDULE ON SHEET 11) 1, L f-I V D 1/2' 2 /2. '© 1 7 oR®oo®• ®] on®os 10 .0- °R 10 .0-0 I $ oA 17 CO- O ® @-O 0 1$ ®.®oRi3' 18oA®+®7oR I ' ®8 oR 19 i ®3 oR 19 • ®5 °R®9J�cLAss -o.@®a®* IN I • • ••• • • •• •• • • •• • •• • • • • • •• •• •• • • • • • •• • ••• •• • • •• •• • • • • • • • • • • • • .• • • . • • /,--EXISTING GLASS 1 QOR®°R O♦O(xV�OOR ID .O °R 10,05°RQ, -©.1©. 0.0 0. I I3 °A @, ®°P®. 0- 0. 0- 0. -0. (DS oR® 1/2" oR ©' g10x3/4' S.M.S. 0 12' 0.C. FULL LENGHT. IN OUT OPTIONAL (INTERIOR) \-® INSTALLATIONS 4/11 HV.: • BLADE Wk 1E14 ,TE 3 1/4' — O HVA OUT (EXTERIOR) SYMMETRICAL CENTERMATES W/ HV LOCK (L6 SEE NOTES ON LOCKING R005 3® , NV LOCKS © or® AND ALTERNATE HV LOCK ® ON SHEET 5. OIADE SUCK DETAIL 14 15 VAUD FOR ALL CENTERMATES APPLICATION WITH BLADEQI • • • • Ft EXISTING GLASS ••t- • • • 6 1/2" •• •• HVD •• • • • •• • • • • • • • • • • • • • • • ,1_._. • • • ••CPI'0 IN6 • • • CENTE•S • • W/ HV LOCK 4 or 5) * 35-7 • IN I OUT I SEE END WALL CONNECTION DETAILS ON SHEETS 10 & 181 7' SYMMETRYCAL CENTERMATES W/ HV LOCK @l'or ©o60oo®. Oo"®°R 10 .Qo6 I IN I TILLIT TESTING & ENGINEERING COMPANY 6355 R.W. 3611t. St., 51e. 305. 1/640IRIA CARD0J15, FL0RI0A 33161, Phone : (305)871-1530 . Fox : (305)071-1531 e—moil: lllleco Oool.com ER-0006719 WALTER A. 11LLIT Jr. P.E. FLORIDA Uc. N 44167 7 HVC /--EXISTING GLASS IC);O'©°;0•O+C�oR MIN. SEPARATION ' CI-3. ®°'®. O°R TO GLASS O (SEE SCHEDULE ON ®• CD'19a 0°R0•00®9 SHEET 12) OUT FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roods Drive West Polm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) (—POURED CONCRETE OR CONCRETE BLOCK WALL REOU CONCRETE ANCHORS e 16' 0.C. BUILDING CODE (High Velocity Hurricane Zonal ® 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. %ADE #1 W/ OR W/0 H.V. WINDOW GLACE REY.N° DESCRIPTION DATE DRAWN BY: M.L. 1 OLD 15-080 08/02/17 DATE: 0B/02/17 2 DRAWING No 4 17-122 5 SHEET 8 OF 20 • • • • • • • • • • • •• • • • • •• • • • • •• •• •• • • • • • •• •••• •• • • • •• •• • •• •• • • • • • • •• •• • • • • • ALTERNATE INSTALLATION W/HV "T" LOCI( HV MALE/FEMALE "T" LOCKS CENTERMATES , 29 & LOCKERS ® W/ Q HV BLADE * $EE END CONNECTION DETAILS ON SHEETS 10 & /8 r ,Ex151WG GLASS OUT 1'2b/e'40'-2 (6063-TO A.I.OY) ALUM. ANGLE W/(2) 1/41. TAPCON ASI ILMS 10 cOIIREIE (LOP/9011(M) & (4)/I041/2' S.M.S. TO TUBE AT EACH MILE (TV * SEE NOTE 8 FOR HV LOCK() , 'T' LUCK, ON SHEET 5. t SERIES O444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET TKNSERT, PART % U020, AS MANUFACTURED BY AVOEL CHERRY 1E)00RN, PARSIPPENY, NEW JERSEY 07054 0R EOUAL IN 1 a®�©•Oab��•®� 0•0•0-0•0•®- ®•0",0•0DP.0•0a '©'® 0/6' AD 3/4' s.8.s. a 10• 0.C. FULL LENGH7. • • •• • • • •• •• • • •• •• • •• • • • • • • * BLADE 10 SLACK DE1AB HVF, INDICATED ON SHEET 8, AS WELL AS UNNERSN. TLOATING BLADE®DEUR. NUD-NVD , INDICATED ON THIS SHEET. MAY BE USED WITH THIS ALTERNAI INSTALLATION DE7AA HVG SHOWN IN THIS SPIFFY. ©0 HV "T" LOCK (OUTSIDE) 30 HV "T" LOCK (INSIDE) •• • • • • •• • • •••• • • • • • • • • • • •• • • • • •'• • • • • • • • •• • • • • • • • •• • • IN LOUT 1/4" 0-20 x 1 1/2" S.S.M.S, W/ 7/8"0 x 3/32" WINGNUT. HVG* 1:11 A. 2k r //I> 41: . �• P.ES"SEAV/AlydATURE,NATE • • • • • • • • INSTALLATION (1) HV BLADE ..W/ HD CENTERMATES ® . , •• (OPTIONAL) (4) H.V. PINS (TM) 31 DR 32 31 OR 32 E14J 35 * I HDB—HVB SYMMETRICAL HD CENTERMATES W/ ®" LOCK (EXTERIOR) ' .©"©•©eA©•®a ©'0•0a0•0 ®M ®"1©•®a®•©7 HDD—HVD** FLOATING STACK TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36111. 5i., 51e. 305, VIRGINIA GARDENS, FLOR0A 331er Phone : (305)871-1530 . Fox : (305)671-1531 e-mall: lllleea0aol.co m F8-0006719 1VAL1ER A. TRIO Jr. P.E. FLOREIA Lic, 8 44187 IN 6 I/2 (4) N.V. PINS (111'.) 37 oR32-1 OUT SEE END WALL CONNECT101( DETAILS ON SHEETS 10 & 11i (OPTONAL) I MW, so...m ce TO 6IAsS (SEE sCNEIIUu sME7 I) 3 c. HDC—HVC SYMMETRICAL HD CENTERMATES W/ LOCK (INTERIO') * SEE NOTES ON LOCKING ROOS ® k NO (1) LOONS ON SHEET 5 ** UNIVERSAL ROAMS BLADE© DUNE 1100-HYO IS VMI r011 ALL CEIREA"A1E5 APPUCATK6S VAN sum@ FLORIDA BUILDING CODE (High Velocity Hurricane Zone) r1°�E American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach. FL 33407 Phone: (800)432-2204 . Fox: (561)209-6380 © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 w/ OR w/o Hv. WINDOW BLADE REV.No 2 DESCRIPTION OLD 15-080 DATE OE/02/17 4 DRAWN BY: M.L. DATE: 08/02/17 DRAWING No 17-122 SHEET 9 OF 20 4 CONCRETE ANCHOR ® 16" O.C. i EQ (� (LOCATE AT EITHER SIDE (1 OF SD) 1/2" MIN. #loxt/2" S.M.S. 0 16" O.C. • �— POURED CON CONCRETE BLO REQUIRED /--EXISTING GLAS LAN. SEPARATION TO GLASS (SEE SCHEDULE ON 51 EET 11 FOR BLADE (1JANO ON SHEET 19 FOR PodIIFS(984 I� i1(-214-' 0))• (3,!« 1Li)• 1@ « ®•0 • 0«0•0•�I« ®•�1«6l•4•)«�j„tC2). ND CONNECTION DETAIL (D CONCRETE? ANCHOR \ 9/16" , O.C. jI7 ILL 2" MN. ; POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 10 OR re END CONNECTION DETAIL (5,) 1/16"x3" MAX. .063-T6) CONT. ALUM. CLOSER PLATE. (LOCATE 1/2 AT EITHER SIDE MIN OF ®) 10x1/2" S.4.S...._// I 0 16" O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS EXISTING GLASS • • ••• • • • ••• • •• • • •• • •• •• • • •• • • •• • •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • POURED CONCRETE OR CONCRETE �K W4L VOUIRED•1,•• ,. XISTII� G}AS9, • • • • I• T •._ •LINISSEPAFA110N a.I S TO GLASS (SEE SCHEDULE ON SHEET ""IE 11 FM BLADE (DM ON SHEET 19 FOR E;ADE%( & k) • • y�(I+ • • • • • • • • (6)•®•«4)•0 • ICBIa ` I�J'S • IBI•0• Ce1«L)•�« END CONNECTION DETAIL (2) /- POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED dlQo1/2" 0 16" O.C. CONCRETE IEET 19 FOR - ANCHOR 0 BLADES ID (g12" D.C. .EO MIN. SEPARATION 10 C1A55 (SEE SCHEDULE ON SHEET 11 FOR BWADE((3Mlo `4.63)«a.63'..8• 1js,,, ( •U•pn«L•®1•@« ®•CI«a«{)�1}fPPY'l.•,,F..1ND �\•R A. Ili \ 1/2" MIN. 16�. li t'✓ SEE DETAIL X F0 SIDE CONNECTION TO TRACKS •I •••• • r U OR (La' POURED CONCRETE .1 ��//� 0R CONCRETE BLOCK WALL REQUIRED • L(01• @'0J• 0.(�)•G« O.0•0'©•C7)•�' Ta)•if8-a•031«19• «C)«(j,. END CONNECTION DETAIL © /— EXISTING GLASS %1 CI OR Lq' Cg«d3«;s;.r)«19).461.L (16"-C-g-g!`"Imo. C3a(rt)•(@ (03 CONNECTION DETAIL <6i z' \F . CS sob' \-SLENS✓� i �\ ry--• lAN. SEPARATION TO GLASS (SEE SCHEDL E ON SHEET 11 FOR BLADE LDAND ON SHEET 19 FUR BLN7ES & 51/4 I • SEE LIMITATIONS OF USE FOR BLADE (rA) ON SHEET 19 Tr. . � F/O$ ,EAL ..?:M&TURc/DATE liLIE C O inc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. St, Ste. 305, MRGINIA GARDENS. FLORIDA 33,6 Phone : (305)871-1530 . Fax : (305)871-1531 e-moil; tilleco•oul.com EB-0006719 WALTER A TILLIT Jr. P.E. FLORIDA Lie. / 44167 • • • • • • .• • • •• • • • , /.—EXISTING GLASS • • • ••• _ f • _._% __ _ r 4 MIN SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE (L1 AND ON SHEET 19 FOR BLADES (() & 6�T • +USE 1" OR 2" MAX. (AS APPLICABLE)x2"x1/8"40.-2" ALUMINUM CUP ANGLE (6063-T6 ALLOY) AT MIDHEIGHT (1) 11031/2" 5.M.S. TO(4T& (2)1/4"0 TAPCONS ANCHORS TO / WALL AT 1" 0.C. (LOCATE AT EITHER SIDE OF ®) / SEE DETAIL X FOIL/ SIDE CONNECTION ( 9«N.+(�• `"7i«�a+101.8 31« TO TRACKS uor•6)a6%•p•g. 6?•L)•a�'©O ILa« 03‘•E3,•@«®•„ END CONNECTION DETAIL + REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" _POUOR COREDNCRETENCCORETE BLOCK WALL REQUIRED i2" MIN.. 1" EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11 FOR BLADE LDA D ON SHEET 19 FOR axes(0& `.(Ei) 0Pl$)OR011 OP () ZI OR 63)OR (9 06 (16 DR (`21 ® 0R(6)CR 0,1))OR dig) OR)3)ORC.OR(S VIEW Y PLAN OR(122) DETAIL X END INSTALLATION HV BLADE OR I�l HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. FLORIDA BUILDING CODE (High Velocity Hurricane Zone fjw •SESeig in American Shutter Systems Association. Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-2204 , Fox: (561)209-8380 © 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System I-LV. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE REV No DESCRIPTION OLD 15-D80 2 DATE DRAWN BT: M.L. OB/02/17 DATE: 08/02/17 3 DRAWING No 17-122 SHEET t0 OF 20 SCHEDULE #1 MAXIMUM SHUTTER SPAN*'L+" OR "L-" (ft.) FOR INSTALLATIONS W/ NT RMATES ® & 0 or or t% ONE HV LOCK 0 or © or ® or HD LOCK W/ NO LOCKING RODS 0 OR CENTERMATES & 2 W/ ONE HV LOCK ® W/ TWO LOCKING RODS ® TOP & BOTTOM • (SEE NOTES T. tt) uA\IMUM A.S.U. DESIGII RN SURE RAIx4G (+ OR -) 30 35 4 CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTING FLOOR/CEILING MOUNTING L + (11) 13.-2" 12'-8" 12'-3 L-(N L - (11) 16.-D" 14'-10" 13.-10" 55 11.-4" 60 11'-1 65 10'-10 70 10'-6" 75 1 80 9'-10" 05 90 95 100 105 110 11 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 6,-2 205 9'-0 8'-4 0'-0 7-10" 7'-8" 7'-5 7'-3 6'-10 6 _9" 8 -7" 13'-10" 11 -10 70'-10 10'-6" 9'-9 9'-3 8-4" 7'-11" 7'-7" 7'-3 6'-8 6'-5 5'-11" 5.-9,. 5,-7" 5'-5" 5._1" 4'-11" 4,_9' 4'-8" -6 4'-2 13-2" 12.-8" 12.-3" 1 1'-4" 10.-7" 10-2" 9'-10 9-0" 8'-9 8._2. 8-0' 7'-10 7'-3" 7'-1" 6'-10 6'-9 6'-8" 6-7• 6-4' 6-3" 6'-0 11'-10" 1(T-10" 10'-6" 10'-I" 9'-10" 8._9" 7'-11" 7-4 SCHEDULE #2 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • • • • • • • • MAXIMUM SHUTTER SPAN* "L+" OR "L-" (ft.) FOR INSTALLATIONS W/ • "P• G CENTERMATES ONE HV LOCK OR OR W/ NO OCKING RODS ♦(SEE NOTES TM) MAMAILIM AS.D. DESIGN PRESSURE RATING fr., L) (+ on -) CONCRETE & WOW INSTALLATIONS 0 WALL MOUNIINGS FLOOR/CEILING MOUNTINGS 30 35 40 45 50 55 60 65 7D 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 205 ( 12.3" 11'-9" L— (11) 14'-9" 11.-1" 10'-9" la' -8" 10.-3" 13.-8" 12.-9" 12'-0" 11'-5" 10'-11" 10.-0" 7'-11" 8'-6" 7.-11" 0'-11" 6'-10" 5'-11' 5'-7 5'-1 4,_9" 5'-11" 5'-10" 4'-5' 4'-3 SCHEDULE #3 AXIMUM SHUTTER SPRIT* "L*" 0R "L-" (ft.) INSTALLAT:ONS W/ SYMMETRICAL CENTMATGS. & W/ TWO HV• OR • OR LOCKS 0R TWO OCKING RODS ® TOP/BOTTOL W/ ONE HV LOCK OR •R q?)• (SEE NOTES t,tt) •• CONCRETE & Warp INSTALLATIONS 0 • • FLOOR/CEILING M01*11NG MAXR.AM 609Gr1 PRESSURE RA160 (Pet.) (+ OR -) 30 35 40 45 50 55 60 65 70 75 80 85 L + (0) 13.-1" 12'-7" 12.-2" 1 1'-9" 1 1'-6" 11'-3" 11'-0" 10.-7" 10.-4" 10'-0" L -(11) 16.-0" 15.-7" 15.-2" 14'-3" 13'-7" 12.-11" 12'-4" 11.-11" 11'-I" 0'-9" 10'-5" 90 1 I 10'_1" 95 100 105 110 115 1 8'-4" 120 125 1 8 130 135 140 145 150 155 160 165 170 1 6'-11" 175 180 185 190 5'-10" 195 200 205 1 6'-3" 'ITAF."".., 1 R • r///.. SCHEDULE #4 �v1AXIMLRv1 ,S•HUTFE SPAN*•'L+" �PyyR•"L—"•`Tt.)•If "AL&Tiois & 111 ON2• HV LOtRS Z OR W/ NO LOCKING ODS •(VAU :FOR IHui,p,INTINGA •••••0MM• *7I • •0NOI aUE • O[sciJ• • •ISTALI•.TIONS PF✓ SSUI• . WING • (P.,A.) (+OR-) 30 35 411 45 50 55 60 65 70 75 FL b1/• s,ol• • U N •G• -FLOOR/WALL MOUNTING 1 + () L - ( 13'-2" I6'- p• 14'-10' 13'-10" 13.-1" 12_3" 11'-11" 1 1'-7" 11'-2" 11'-10' 10'-11" 10.-1" 9 0 MAXIMUM SHUTTER SPAN "L+" 012 "L-" F012 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 TING. L•: MAX. ALLOWABLE•SPAN FOR A GIVEN N•GATIVE A.S.D. DESIGN PRESSURE RATING (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE A.S.D. DESIGN PRESSUR RATING, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE A.S.O. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN 15 EO TO THE IN 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.S.D. DESIGN PRESSURE RATING: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= 1AAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Ll-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EOUAI TO THE MINIMUM BETWEEN "Ll+", "L2+", "Ll-" AND "L2-" (4) G0 TO ANCHOR SCHEDULE WITH FINAL MAXIIAUM ALLOY/ABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. t H.V. CORNER CENTERMATE N3 MAY BE USED AT ALL MOUIIIING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY COId01110N #2 NOTE #5, SHEET 5. tt EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-" AND MAXIMUM A.S.O. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.l. AND 8'-0" SPAN, SEE MOUNTING AI ON SHEET 7, �i�l��•,��. \ TILLIT TESTING & ENGINEERING COMPANY 6J35 N.W. MIA. 5t.. Ste. 303, VIRGINIA GARDENS, FLORIDA 3316F Phone ; (305)871-1530 . rox : (305)071-1531 e-mail: 111160o0ool.com EB-0008719 19ALTER A. PUTT Jr. P.E. FLORIDA Lk. 44167 • SEPARATION TO GLASS REQUIREMENTS GI) SEE BELOW FOR MINIMUM LASS SCHEDULE FOR SHUTTERS SEPARATIONTO 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 SEP RATION TO dcc S chuglZ SHUTTER lV/ ONE O K WITHO T jacattumla SHUTTER SPAN 105" 0R LESS >105" TO MAX ALLOWED INSTALLATION W/ SYMMETRIAI CENTERMATES 3 3/6"e 3 7/8"s INSTALLATION W/ OPPOSING CENTERMATES U5ESN0ICATED VALU SO FORCKHV-CEN9ERMAtfS 4" 4" MINIMUM SEPARATION TO GLASS SCHFDUI F' SHUTTER W/ ONE LOGK &TWO n iINC ROBS na is WITH ONLY TWO LOCKS ALLOWED 1 88 USE 2 15/16" FOR HV "T" LOCK (E) W/ 35 888 USE 4 1/8" FOR HV "T" LOCK 3C�0 W/ USE INDICATED VALUES FOR HV CENTE MATES© INSTALLATION W/ INSTALLATION W/ OPPOSING CENTERMATES 3 3/15" SYN`IFTRLc"AI WALL MOUNTING FLOOR/CEILING MOUNTING INSTALLATION LEGEND CONCRETE & MANSORY A, B, C, D, E, F, K & L. G, H, I, 11 + J. + M. 3 1/4" WOOD M, N. 0, P, 0, R, 5 &v. T, U, W & X. C11] HV BLADE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) © 2017 EASTERN METAL SUPPLY, INC. inSuSisAii American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phone: (600)432-2204 . Fox: (561)209-8380 BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR w/o H.V. WINDOW BLADE Ne DESCRIPTION DATE DRAWN BY: M.L. OLD 15-080 08/02/17 BATE: 08/02/17 REV. No ORAWINtGelNro 17-122 SHEET 11 OF 20 • • ••• •• •• • •• • • •• • • •• • • • • • • • • • • • • ••• •• • •• •• • . •• • • • • •• ••• •• • •• • • •• •• •• • •• •• • - • • • DESIGN�NEGA�LOSPACING TIIVEOADAND ACORRESPONDNG FOR MOUNTING TYPE FOR CO (SEE MOUNTINGS A. B. C. D AND F ON SHEET 6) • • • • • • • • MAXIMUI SPAN (H) 30 OR LESS 4' 0" 5'-0" 8 =U" 9' 0" 10.-0" 11.-0"12'-0" 13.-0" 14.-0" 15'-U" 16' 0" 14 14 14 14 14 14 14 14 14 U 1 ALL '/ HEADER,,�MOUNIING (®ALL HEADS MOUNTING 11t��77 y!/ 14 ON NEGATIVE -LOAD (.a, AS.5. DESIGN NEGATIVE LOAD (051) AS.O. DESIGN NEGATIVE LOAD U 60 . . 1205 30 40 GO 75 90 120 160 205 30 40 60 75 90 120 160 POURED...COY- 1E • • • • • • •• • • LATQAS • • • • • ••• • • • • • • • • • • • • • • • • 12 12 12 12 12 12 12 12 12 10 10 10 10 10 10 0 10 14 12 10 14 12 10 14 12 14 12 14 91 i 12 1. 14 12 10 14 12 14 12 14 12 14 14 14 14 14 14 14 14_ 14 14 14 14 14 14 11 14 I4 11 14 14 14 11 11 14 12 12 12 12 12 12 12 12 12 12 12 12 12 10 12 12 10 10 10 6 14 514 6• 14 4 14 - 4 4 14 - 14 - 14 - 14 - 14 - 14 - 14 - 1414 - 14 - 14- 14 IiI 1014 9.514 1014 9.514 5514 14 4 14 6.5 14 5.5 �® - 14 3 14 5 14 0 - 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 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 9 9 9 9 8 8 8 8 8 6 8 8 8 8 8 8 6 4.5 6 4.5 4 6 4 6 3.5 3.5 9 9 9 8 B 7.5 4.5 6.5 4 4.5 3 4 5.5 3 (D WALL HEADER MOUNTING 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 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 12 12 12 12 12 10 10 10 10 10 10 10 10 10 10 10 10 10 ID 10 ID 10 10 10 10 10 10 10 10 9 9 9 9 a 8 8 8 8 8 e6 8 8 8 7.5 a 8 a 8 8 8 7 8 a 6 6 5.5 1) 205 6 fi 6 3.5 5.5 5.5 9 10 ID 10 - 10 10 10 8 @WALL SILL MOUNTING W/ 30 40 60 75 90 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 10 9 14 12 I�� 9 14 '121T019 14 12 '18 9 I4 12 10 9 14 12 9.5 7.5 14 12 10 9 14 12 10 9 14 12 ' B 4.5 14 12 10 5.5 14 12 10 6 14 11 7 - 14 12 B.5 3 14 12 9.5 13 '9.5 4 - 14 11.5 4.5 - 14 12 5 - 11.5 8.5 - - 14 10.5 3 - 14 11 - - 8 8 8 7.5 8 4 4.5 5 120 160 a 8 7 8 8 6 �5 38 10.5 8 - - 12.5 9.5 - _ 3.6 I0 9.5 7 - - 11.5 8.5 - - 12.5 9,5 - - 9 4.5 - - 10.5 5.5 - - 11.5 6 - - 8 10 4 - - 10.5 4 - - 9 - - 10 A 30q (0)WALL SILL IOUNTING ©&®WALL HEADER/SILL MOUNTING 0. [ .SIGy �E11 Lt yp ( I"&Si �A1GN NEGATIVE LOAD Sl 6qj 30 4Q, B0 75 90 120 160 14.12 144,12 14.12 14 12 14 12 14 12 14 12 60 75 10 9 10 • 290 20 06 •M 9 �B ,•8 8 •8 10 9 10 9 10 9 10 9 8 7 8 8 8 8 7.5 5.5 B ] 4 12 10 9 10 9 14 12 9.5 7.5 8.5 3.5 14 12 10 9 7.5 4 14 12 10 9 8 4.5 14 12 8 7.5 14 12 8 6.5 5.5 - 14 12 10 8 6.5 - 14 12 10 8.5 7 - 14 11 7 5.5 3.5 - 14 12 8.5 7 4 - 14 12 9.5 7.5 4.5 - 13 9.5 6.5 5 - - 14 11.5 7.5 14 12 B 8.6 5 11.5 8.5 14 10.5 14 11 10.5 8 12.5 1.5 14 10 5.5 - 7 3.5 7.5 - 5 - 411.5 05 060 5.5 8 71- ea 03 6.5 5.5 78.5 68.5 57.5 7.5 4.5 5.5 8 8 7.5 6.5 7.5 5.5 5.5 4 5.5 3.5 4.5 3.5 5.5 7 7.5 4.5 5.5 4 3.5 4.5 3.5 5.5 57.5 5.5 3.5 485 348 205 5.5 6.5 535 4 3 9.5 7 11.5 8.513.5 9.5 9 6.5 0.5 8 1.5 al - 8 6 10 7.5 7 3.5 - 4 4.5 - 4.5 6.5 3.5 4.5 5.5 4.5 4 4.5 3.5 3 10.5 8 7.5 - 9 - 10 - 7.5 5.5 78.5 5.5 7 7.5 5.5 675 3.5 4.5 5 3.5 44.5 4.5 44 3.5 33.5 3.5 3 /IILIEc o TILLIT TESTING & ENGINEERING COMPANY -moil: tillecoVaolcorn WALTER A. T1LLIT Jr. P.E. ANCHORS SPACING I FGFNP TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 I• SEE LIMITATIONS OF USE FOR BLADE Q.61 ON SHEET 19 g HV WINDOW BLADE WORKING IN UNISON 4) FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2017 EASTERN METAL SUPPLY. INC American Shutter Systems Association, Inc. 4268 West Roads Drive West Rolm Beach. FL 33407 BERTHA HVT6i Accordion Shutter System DESCRIPTION DATE 08/02/17 DRAWI4 BY: Mt DATE: 013/02/17 DRAWING No 17-122 SHEET 12 OF 20 MAXIMUM ANQILOR* SPACING (In,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S,D, LESIGILNEGAIIVE LOAQIIID ASORRESPONDINLMOVNIING TYPE FOR CON CR 11QNS (SEE MOUNTINGS E C & H ON SHEET& 8& 7 POURED CONCRETE MSPAN,1 ©E WALL SILL MOUNTING © CEILING MOUNTING 0 FLOOR MOUNTING (f0 A.S D. DESIGN NEGATIVE LOAD (7s1) A50. DESIGN NEGATIVE LOAD (p() A.50 OES1Gr-RL,,.,,•,- Lut.LLI ,.3,'Ff 30 40 80 75 90 120 160 205 30 40 60 75 90 120 160 205 30 CO. 60 75 90 1 0 160 205 3-0 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 6 14 12 10 9 B 6 8 OR LESS 14 12 10 9 8 6 8 14 11 12 12 10 9 8 8 6 6 14 12 ID 9 8 6 6 6 14 12 10 9 8 5 5 10 9 8 8 8 7 14 12 10 9 8 8 6 8 14 12 -10 9 B 6 6 14 12 10 9 8 7 5.5 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 6 5 4' 0" 14 12 10 9 8 6 5.5 14_ 12 ID B 8 8 8 4 14 12 10 9 8 8 6 4.5 14 12 10 9 8 4 3.5 14 12 10 9 8 6 6 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 6 4,5 IT 12 10 9 7.5 5.5 3.5 - 14 12 10 9 8 8 e 5 14 12 10 9 8 5.5 4 5' 0" 14 12 10 9 8 8 4.5 14 12 10 9 8 12 7 4 - 14 12 ID 9 B 6.5 5 3.5 14 12 10 5 6.6 3,5 3 14 10 9 8 14 7.5 4.5 - 14 12 10 9 8 B 6 4.5 14 12 10 9 8 4.5 3.75 12 9.5 7.5 6.5 4.3 - - 14 12 10 9 8 7.5 5.5 4 14 12 10 9 8 4.5 3.5 6' -0" 14 14 12 10 9 8 8.5 5 3.5 12 10 9 7.5 5.5 3 - 14 12 10 8.5 7 5.5 4 3 14 12 8 6.5 5.5 4 3 y� 4 12 10 9 8 8 - - 14 12 10 9 8 8.5 5 3.75 14 12 -1`Q„ B.5 8 5 4 rt..,14 12 8 5.5 5.5 3 - - 14 12 10 9 8 8.5 4.5 3.5 14 12(7'T 1�0i 8 7 5 3.5 3 7'-D .14 14 12' Atp/ B 72. 5.5 4 3 12 10 8 8.5 4 - - 14 12 9 7.5 8 4.5 3.5 - 14 10.5 7 5.5 4.5 3.5 - - .14 12 10 5.5 7 �-/ 14 11 7 5 5 4 5 4 - - - 14 12 ID 9 7.5 14 5.5 4 - 14 12 9 7 7.5 4.5 - 9' 0" 10' 0" 13' 0" 14' 0" ID,' 0 14 14 13 14 14 15 14 14 0.5 79 14 9.5 1.5 9 0.5 10 I1.0 7.5 9 10 7_ 9.5 9.5 1, 12 11. 10. II 9.5 10 5 i.5 12 0 a 7.5 5.5 4 - 14 12 9 7 6 4.5 14 2 111111:1111111 412 5.5 I `5 ®214 12655111 14 1 i ? 1®14 10.514 11�1514 12l0 7,52,5 9.5 13 t014 f79 71.5 8.5 7 10 8 6 - OS B 11 8.5 f 0 iiiii...:5-1171'dirt - 12 9 I] 1� _ 9 -1 9® - 11 _ � - B - 12 - 9.5 7 4.5 8. li = 15 8.5 - - iI - _ 10.5 8 _ 5 8.5 8 4 6 4.5 3 - 9.5 7 5 0 0 4 - - - • • •• •• •• • • • • • •• • • • ••• • . • ••• • • •• • •• •• • • •• •• •• • • • •• • •• • • • • •• • . • • •• •• ••. . •• •• • 0 • • • • • * SPECIFICATIONS ON ANCl10R REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES • • • • 1..AWCAOR: TOE UB•STRIE SAIL BET.% (1LLOWS: • • • (A) T�I tl(ISTINA 'TINTED C I {M •T c . 3 kei) a tool SPA .INcterame - 1/4:,Ty/�P'CON AW(I i ADV RsEr^YAdRM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.11,. BUILDER. (Min. Yc 3 keI) 1/4 0 x'3/4" POINTS SET ANCHORS, AS DISTRIBUTED BY ALL P01NT5 SCREW, BOLT & SPECIALTY COMPANY. (Min, f'c e. 3 ksi) TAPCON WITH ADVANCED - I/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED 67 FLORIDA FASTENERS DIRECT, INC. (Min. Yc - 2 kei) THREADFORM TECHNOLOGY - I/4'0 TAPPER+ ANC110RS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY ALL POINTS SOLID -SET COMPANY OR ANY OTHER APPROVED IJCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAI4 SHUTTER STSILMS ASSOCIATION, INC. e BLUE TAP W/ CAP• Min • N E5: L - Vi) • • • • • TAPPER+ • .• • 1)-4IN IUM`EM DM4IL INTO CONCRETE OF TAPCON WIR1 ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS • • • 3. 4", �•�)) ORB UE TAP W,( CAP ANCHORS IS 1 1/2". • • 2).f.1J(l11AAUM••�� M,q•jDA1t}}(��IH''��,. 1I(�0•x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT • • INTO STt1CCO SHALL BrPERMhTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. IN CASE AT ECAT STONE, CAST PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXI 0.3) ANCHD STSIHALL RFIE LONG ENOUGH ETO REACHCTHEEMMN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SSHHALLWALL OR FLOOR, BE A5 INDICATED ON NOTES A.1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR UT'S WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 213A. (8) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, A5 MANUFACTURED BY I.T.W. BUILDER. - 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER ST91LMS ASSOCIATION INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". B.2) MINIMUM EMBEDMENT OF 1/4.0 x 3/4" ALL POINTS SOLID -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 IN CASE THAT PRECAST ONE. PRECAST PANELS, OR ANY VENEER FOUND ON THE E 13.3) ANCHORS SHALL BE !ONGTENOUGH TO REACHCTHE EMAIN STRUC7 RES BEHIND SAID WALLBFIN15HES. ANCORAGESSHALL LW BE ASRINDGIED ON NOTES B.1) & 0.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR ETES 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. (0) SEE SCHEDULE BEL OW FOR EDGE DISTANCE (E.D,) VERSUS SPACING RE1ATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS' MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING BY MI(ILTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SNALI. NOT DE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR • SEE DURATIONS OF USE F09I BLADE (g ON SHEET 19 H BLADE OR HV BLADE WI HV WINDOW BLADE WORKING IN UNISON • ACTUAL EDGE DISTANCE E.D. 3" 2 1 /2" 2" 1 3/4" 1 1/2" TAPCON W/ ADVANCED THREADFORM TECH. MIN. SPACING 3" RA/RID CC/1.3EIE 13IN. ED.• 3 1/2" 1111H1��`�,Tz A ......................... Tt - STATF Y 1% SYLQ(1fAVET3RE% ATE / !ILIECB�ly�.� TILLIT TESTING & ENGINEERING COMPANY 6355 I1.W. 3513. 5t., Ste. 305, VIRGIMA GMIOD15, FLORIDA 3316C Phone : (305)871-1530 . Fox : (305)871-1531 e-moil: lille coCool.cam EB-0006719 WALIER A TILLIE Jr. P.E. FLORIDA Llc. jl 44167 4" CONCRETE 131.03( MN ED.•21/2" 1.0 1.0 ALL POINT SOUR SET MIN. SPACING - 3 1/2" POURED CONCRETE & CONCRETE BLOCK MN. ED. • 3 1/2" 0.78 BLUE TAP W/ CAP MIN. SPACING - 3' POURED CONCRETE & CONCRETE BLOCK MN ED. •3" 1.0 TAPPER + MIN. SPACING 3 3/4' POURED CONCRETE I4N. ED.] 1/2" 0.84 0.67 0.51 0.43 4" CONCRETE El= MN. E0. • 2 1/2" 1.0 1.0 0.35 FLORIDA BUILDING CODE (Hi9h Velocity Hurricane Zone) ® 2017 EASTERN METAL SUPPLY, INC. • • S • • American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ CR W/O H.V. WINDOW BLADE REV.No DESCRIPTION OLD 15-080 DATE 08/02/17 5 ORAWN BY DATE: 08/02/17 DRAWING No 17-122 SHEET 13 OF 20 MAXIMUM SPAN (ft) 3 -0 OR LESS 4'-0" 5' 0" 6' 0" 7'-D. 9'-0" 10.-O" 1 1'-0" • . ... . . • ... .. .. .• • • .. .. . • . • • . • • • • . • . • • • .• • . • . • . ••• . • • . ••• M ANCHOR* SPACING MAX. SHUTTER SPAN A.S DESIGN N NEGATIVE LOAD AND A CORRESPONDDIINGEMOUNTINGFOR AIVEN TYPE FOR CONCRETE INSiALLATIGNS (SEE AIOUNNNGS I, J, N d: L ON SHEET 7) W WALK OVER k 11 1RENCH A QUO AT56E LOAD NEGATIVE LOAD (pal) 30 40 60 75 90 120 160 205 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 14 14 14 14 14 12 12 12 12 12 72 12 12 12 12 12' 12 12 12 12 12 12 12 12 12 12 12 2 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 ID 10 10 10 10 10 9 a 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 8 8 8 8 8 8 6 8 B 8 8 8 8 8 8 8 8 8 8 8 8 B 8 e 8 8 6 6 6 0 6 B. 6 6 6 6 6 6 6 6 6 a 6 8 0 8 8 8 6 6 POURED 00NGRE1E QJ RAINGUARD MOUNTING A.S.D.DESIGN NEGATIVE LOAD (pal) 30 40 00 75 90 120 160 205 I2 12 2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10.5 12 12 12 9.5 12 12 12 8.5 11 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 72 10 12 12 12 11 11.5 12 5 10 10.5 11 7 9.5 10 0.5 B 12 12 12 12 12 12 12 12 2 12 9.5 12 11.5 12 10 10 12 6.5 8.5 8.5 10.5 6 7.5 7.5 9.5 5 6.5 7 8.5 4.5 4 5.5 12 12 12 2 12 12 9.5 12 71 12 7.5 9.5 9 10 6 8 8.5 5 7 7 7.5 4.5 6 6 6.5 4 5 8.5 5 3.5 5 5 5.5 3.5 12 12 10.5 12 11.5 12 8 10 9 10 7.5 8 5 8.5 6.5 7 4.5 5.5 5.5 5 5.5 3.5 4.5 4.5 5 3 4 4 4.5 3 11.5 12 6 10 8.5 9.5 8 7.5 7 7.5 4.5 5.5 4 5 6.5 9.5 6 7.5 6.5 7 4.5 5.5 5.5 3.5 4.5 4 4.5 3 3.75 3.5 4 8.5 7 4.5 6 5 5.5 3.5 4 4 3 3.5 3 4 4 4.5 3 3.75 3.5 4 3.5 3.5 3.5 3 3.5 3 0 WALL/FLOOR MOUNTING A.S.O.DESIGN NEGATIVE LOAD (pal) 30 40 80 75 90 120 160 205 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 77 7 7 7 7 77 77 5.5 7 7 7 7 77 6.5 7 7 8.5 7 5.5 7.5 7 5.5 67.5 4.5 6.5 4.5 5.5 4 7 7 57.5 8.5 5.5 3.5 4.5 5 3 7 4.5 5.5 6.5 5.5 3.5 12.-0" 13' 0" 14'-0" 15' 0" 16.-0" 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 10 10 10 10 10 10 10 10 10 10 10 10 ID 10 10 10 10 10 10 8 8 11.5 12 8.5 9.5 9 9 9 8 8 8 8 B 10 10.5 11.5 7 9 10 10.5 6.5 6.5 9 10 6 6 7.8 8 8.5 5.5 7 7.5 5.5 6.5 4 5 5 6 3.5 4.5 5 5.5 4.5 3.5 4 3 47.5 6.5 4.5 5.5 55.5 3.5 7 5.5 3.5 4.5 4.5 3.5 7 3.5 A.S.D.DESIGN NEGATIVE LOAD (pal) 30 40 00 75 90 120 160 205 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4.5 5 5 4 3 5 4.5 3.5 - 5 5 4 3 5 5 4.5 - 5 5 3.5 3 4.5 3.5 - - 5 5 5 5 5 4.5 - - 5 4 3 - 5 4 - - 5 5 5 4 4 3 - - 5 4.5 3.5 5 4 4 4.5 3.75 4 4 3.5 3.5 3 3.5 7 6.5 5.5 4.5 5.5 3.5 4.5 3.5 7 4.5 5 5 4.5 4.5 3.5 4.5 4 3 - - 5 0.5 7.5 4.5 6 3 4 4.5 3.5 4 3 3 5.5 37.5 4.5 3.5 3 3.5 3.5 45 3.5 8.5 9.5 7.5 6.5 7 4.5 5.5 4.5 3 3375 3.5 3.5 3 5.3 7 6.5 37.5 44.5 3.5 5 5 3.5 4.5 �A TILLIT TESTING & ENGINEERING COMPANY tiltecoOooloom WALTER A. TILLIT Jr. P.C. FLORIDA Lie. W 44167 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 I0 VALID ONLY FOR UP TO +7o, -75 PSF A.s.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4. SHEET 11 CID HV BLADE ONLY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) • American Shutter Systems Association. Inc. 4268 West Roads Drive West Palm Beach, FL 33407 2017 EASTERN METAL SUPPLY, INC. BERTHA HVT. Accordion Shutter System DESCRIPTION OLD 15-080 DATE 08/02/17 DRAWN BY: L1.L. DRAWING No 17-122 SHEET 14 OF 20 • • • •• •• • • • • • • • • • • • • • ••• •• • •• •• • •.• •• • • • •• ••• •• • • • • • • • • • • • •• • • ••• MAXIMUM ANCHOR* PA IGNC (In) SCHEDULE FOR A GVEN MAX. SHUIER SP • • • • • DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE OR CONCRETE BLOCK Its TALLZTigps. • . . • • •: • (SEE MOUNTINGS A 8. C. D AND F ON SHEET 6) • • • • • • • • • • • • • • s • • • MA%O101' SPAN (N) 3'-0" OR LESS 4'-0" 14 5 -0 NJ) WALL SILL ROUNTING (D)WALL SILL MOUNTING E WALL SILL MOUNTING (&()WALL HEADER/SILL W// O MOUNTING AM DESIGN NEGATIVE LOAD (. sIL A.S.D. DESIGN NEGATIVE LOAD (pet) A.S.D. DESIGN NEGATIVE LOAD _.( ems 30 40 60 60 120 160 205 30 40 60 90 160 205 30 40 60 90 120 160 205 14 12 10 8 7.5 14 12 f0 a 7.5 6.5 4.5 8 8 8 14 2 10 e 0 6 - 14 ®'�o B 14 14 12 m' 000 6 - 14 ® 00 6 14 141IIIOfIHiIIIIIIIIffiIiII 41111 m B 7 8 14Ill1111181H11 1414 14 1400 14143.9®B 13.5�a15512 mows M as 1{ma 11,5 8.5 5.5 Nom 11.5 mo s 14 11S 7.8 maim mI1145aams ��® 0 I4 B.5 00 14 ��}7e a� 10.5 7.5 0 Q IO 5 BQ '_ �a AMIE 11111 a® 14 4 4 6-0" 13 7'-0" 14 8'-0" 14 14 10.5 7.5 14 9 10'-0" 12S 14 8.5 11'-O" 1 i 1T.5 �5 12'-0" icis IP5 13'-0" ss' 11.5 6.5 14'-0" 10.5 3 15.-0" a 10.5 12 5.5 16.-0" 9.5 - CONCRETE BLOCK 12.511111 � 1� B®OO B148�O 258.5� 1411.9�B.5 14 Ix 1.5 7.513.5aa : ni ®a 0.5 7,5 9.5 ® ink! �1 �.51.5 as 8.5 0IIIIIII B6fi50.596 � ®a - �� 10.5 �EN 10eases®- ®aaaF'aa E �a®�aalas 05SOVOOliit5.5O 95 - 00 - - 7.5 5.5 3.5 _ __� - 7.5 6 6 7 4.57.5 a.5 9.s ••• • ••• ••• • (WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING AS.D. DESIGN NEGATIVE LOAD sf) A.S.D. DESIGNNI A ' LOBO (el, AS•.4DESIC 30 75 BO 120 160 205 30 40 60 75 BO 20 60 OS-0 ,0 � 5 BO' 160 2- 0▪ 5 7.5 5.5 47i,5 14 12 10 IP 8 T .N.5 - R4' 8 7.5 4 12 10 jp� ;.(per �•,� - 14 ® 83,111 3 '1i PEN - 8 Q --,1 ��• 11111111111111111111111 r�Q1 1 ®N 14 1/2 aa6®aa og 14 12 1� '125�1 ®aa 0.5 7.5 4 10.5 III®� ,2lvrm soo illlli.iIiiiiII 9 - 13.5� 14 14 14 14 13.5 14 14 11 5 14 12 12 12 12 11.5 12 12 10 12 12 8.5 11.5 12 111 �YEF� A. 7/41- ..y STATE Of ' 2a S� • (,4\R /: -R, 2.41AIGNATtI /DATE /4IILIEMoIMc. TILLIT TESTING & ENGINEERING COMPANY 6355 11.W. 36th. 51., 5te. 305. VIRGINIA GARDENS, RORIDA 33160 Phone 1 (30c)871a 1530 . For : (305)871-1531 il: OltecoOool.00m EB-0006719 WALTER A TILLIT Jr. P.E. FLORIDA Lic. # 44167 ANCHORS SPACING LEGEND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS I ON SHEET 13 I• SEE LIM ATIONS of USE FOR! BLADE 19 ON SHEET 19 (1) HV BLADE OR (1) HV BLADE W/ 1g HV WINDOW BLADE WORKING IN UNISON � FLORIDA BUILDING CODE (High Velocity Hurricane Zone) A.S.S.A. American Shutter Systems Association, Inc. 4266 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/ CR w/o H.V. WM»V BLADE REV.Na 2 DESCRIPTION OLD 15-080 DATE 08/02/17 DRAWN 8Y: M.L. DATE: 08/02/17 DRAWING No 17-122 SHEET 14A OF' 20 • • ••• • • • ••• •• •• • •• • • •• • • • • •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• •• • • • • • • •• •• • • • • • HMO,lum SPAN (I) V-D0R LESS 4'-0" 6'-0" 7•-0" 8-0" 9,-0" 10'-0" 11'-0" 13.-0" 15'-0" 16'-0" MAXIMUM DESIGN PRESSURE RATING (D.s.f,)_AND CORRESPONDIN AXIS{ ANC + A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE.Anp 'XM A�ag�ACING (in. OUNj1 ULE FOR I �$RQNDING•MOUNiItlG TYPE (SEE MOUNTINGS ON SHEETS 16 &•17). • • • • • • • • • • • • • • • • • • SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 WALL MOUNTINGS M, N, 0 & R 650. O`NN 166141.E PRISM PARC (p) 30 40 60 75 90 105 12 10 10 9 9 9 9 7.5 12 12 12 12 12 12 5 12 12 12 12 12 12 12 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 i.5 5.5 4,5 8 8 8 8 6.5 4.5 3.5 6 8 a 6.5 4 3 CEILING MOUNT T FLOOR MOUNTINGS W & X &Se.0610116e6E Waif PAM. 6d) 30 40 60 75 90 105 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5.5 6 6 6 6 5.5 4.5 6 6 6 5.5 4.5 4 6 6 6 5 4 3.5 6 6 5.5 4.5 3.5 3 4 6 6 5 4 3 - 6 6 4.5 - - - 6 6 4 - - - SPRUCE PINE FIR NORTH W/ MIN G=0.43 WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W&x SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 • ■ • WALL MOUNTINGS M, N, 0&R LSO [MN NUM REM Ms (Id) 30 40 60 75 90 105 12 10 10 9 8 8 12 10 10 9 8 8 12 10 10 9 8 8 12 10 10 9 8 5 12 10 10 9 5 3 12 10 10 6 3.5 - 12 10 9 4 - - 12 10 6 3 - - 12 10 4.5 - - - 12 10 3.5 - - - 12 10 - - - - 12 7 - - - - 5 A50. OQlA Kum 610S9PE BONG (Pe) A511E901 A00.65E FIM.IE RAU SO 40 105 30 40 60 75 �105 6 2 6 126 12 10 m 08 10 10 7 6 1111145.5 12 10 10 35 6 Q 3.5 12 10 m1 8- 6 ®' 3 12 10 - 6 3 12 6 - 12 10 [Q - 12 10 - Q 6 �� - 12 .0 5 6 PI°-- 12 7.5- 5 12 _ 5 - 12 5 - - - - - 11.5 30 6 CEILING FL0N1M • A56 R.9414CLaa 30 40 60 6 6 ' 6 6 6 6 6 6 6 6 6 - 6- 6 6 6 5.5 6 6 6 5.5 -5- 4.5 a 6 5 4.5 4 4 3.5 • AhvrE••Rc i} 75 6 6 6 5 4.5 4 3.5 90 105 6 6 6 6 6 5 5 4.5 4 3.5 3.5 3 3 3 3 - 4.5 5 1/2" MIN. CDX gloYW04)• • • • • • • Witl• AIWIINGS • •• i&•O AL. A911 RLIR6 TRS1E GRUI�(61f 30 40 60 75 90 105 6 5 4 4 4 3 6 5 4 4 4 3 6 5 4 4 4 3 a 6 6 6 -6- 5 5 5 5 5 5 4.5 3 4 4 4 3.5 4 4 3.5 SOUTHERN W/ 6919, p0e5 20. , MTN.WGC-0.50 W/ B.Q. WALL MOUNTINGS • S & V • ASO 8901 CAM R191REPNE6 (pd) 30 40 60 75 90 105 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 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 10.5 (f) HV BLADE OR C1) HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON® • • SEE 114110110N5 CF USE FOR BUUE 0506 SIIEET 1R + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 12 12 12 12 12 12 11.5 10.5 9.5 :5 12 12 12 12 11.5 10 9.5 8.5 8 7.5 6.5 12 12 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 B.O. WALL MOUNTINGS S & V SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 B.O. WALL MOUNTINGS S & V ASA N901 NSW PR39E RUi (pQ ASA 8921 WW1811510 ROTS 12 110.2 9.5 6.5 8 7.5 6 5 4 30 40 60 75 90 105 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 12 12 12 12 12 12 12 12 2 12 12 12 12 12 12 11 10 9.5 8.5 8 12 12 12 11.5 10.5 9.5 8.5 a 7.5 7 6.5 12 12 11 9.5 8.5 8 7 6.5 6 6 12 10.5 9.5 8.5 7.5 7 6 5.5 4.5 4 3 30 40 60 75 90 105 12 12 12 12 12 12 12 12 12 12 12 12 12 12 II12 12 12 10.5 12 '12 1 12 1112 12 12 12 12 12 12 12 12 11.5 1. ANCHORS TO WALL. FL00R 0R SOUD W000 SOFFIT SHALL BE AS FOLLOWS: - 1/4'e TAPCON ANCHORS, AS MANUFACTURED BY I.T,W. BUIIDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 16 & 17. EXCEPHON: SEE NOTE 2 OELDW. 2, ANCHORS TO HOLLOW CEILING 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 17/ Ce/0.55 (N.D.S) -DOUGLAS FIR W/ G=050 (N.D.S.) -SPRUCE PINE FIR NORTH W/ 0-0.43 (N.D.S.) - SPRUCE PINE FIR 6011111 W/ C=0.36 (N.D.S.) - MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SIW_L RE INSTALLED FOLLOWING ALL OF THE RECOMMENDAIl0NS AND SPECIFICATIONS OF THE ANC110R'S MNIUFACIURER. dd T�*Iifi®T .33 • E �pS G ..... tP,�IAYElllth s �I1IRY€ i�{A 1 IILIEc o TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. SI., 51e. 305, VIR011464 GARDEN5, FLCR10A 331 e1 Phone : (305)071-1530 . Fee : (305)571-1531 e-moll: tillecoOaol.com EO-0005719 WALTER A. TILLIT Jr. P.E. FLORIDA Lie. F( 44167 2 2 2 2 12 12 1.5 0.5 9.5 9 1.5 10 9 e 7.5 2 10.5 9 7 6.5 6 10 B.5 7.5 6.5 6 5.5 7 6.5 6 5.5 5 8.5 5.5 4.5 5 4.5 4 4 3.5 8.5 7.5 6.5 5.5 5 4.5 4 4 3 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ■S.�.A■ American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 lI 2017 EASTERN METAL SUPPLY; INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR w/0 H.V. W11•120W BLADE REV.No DESCRIPTION 0l0 19-050 DATE 06/02/17 DRAWN BY: M.L. 2 DATE: OB/02/17 DRAWING No 1 7-1 22 SHEET 15 OF 20 INSTALLATION 1/4'0 TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) WALL FINISH EXISTING MIN. II L 2`x4' WOOD HEADER REQUIRED EXISTING II LL'N. SEPARATION GLASS-y TO CLASS (SEE SCHEOXSE ON 54501 11 403 euDE I,ANI) 1 ON SHEET 19 DR BLADES LIk 1/ EXISTING GLASS -I, 2"44" CONT. I, WOOD PLATE II REO'D._\ 1 t OM HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) 1=�!1�--VIALL `.' FINISH OR (3 111 1t1- i _1/4"0 TAPCON WITH ADVANCED �1N i I THREAOFORM TECHNOLOGY II v THREADED Min.PENETRATION INTO PL RII'15000 { (SEE SCHEDULE ON SHEET 15) Ij 1 `-1/2' MIN. COX PLYWOOD REG'D. LEXISTING MIN. 2"x4" STUDS 0 16" O.C. MAX. !TE0'D. PLYWOOD TO BE ATTACHED TO 511105 IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. OP IIV WALL SILL INSTALLATION - OOR Ig• II • • • •• •• • • • • • • • • • • • • • • • ••• •• • •• •• • • •• •• • • • •• ••• •• • •• • • •• •• • • • • •• • • • • • DETAILS ON EXISTING WOOD BUILDINGS FOJR (D.HV. & 1 H1/0 BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR IMSTACL, TIONt :Nt0.14004 W1T4 HV BLADE 0 ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN P•RESSORE RATIPTG.: SEE • 19 FOR MAX SPAN & A.S.D. DESIGN PRESSURE RATING FOR INS1'ALCATION"VOITH 13LADt•�I �'( (IA) WORKING IN UNISON 1/4'0 TAPCON WITH ADVANCED / IHREAOFORM TECHNOLOGY W/ 1 I/2' Min. PENETRATION OF THREADED AREA 10 • • • • EXISTING WOOD HEADE% (SEE SCHEDULE ON SHE 15) • EXISTING II GLASS-1 EXISTING GLASS- 2"x4' CONT.- W000 PLATE REO'D. 1 EXISTING MIN. 2"x4" 5TU 0 16" O.C. MAX. REO'D.- PLYWOOD TO BE ATTACHED TO MUTTS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. `l IFI F FI/F/ Al OR 1 B r_EO'11 'E Min. 1.4 -0PTIONAL ., WALL FINISH J:'f\ EXISTING `-'2"x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) • •• • • • •• • • • • • _I 4'0•$•,,NUIO 20x2/ +•MW..ikEV/S• • • 1 17v"-20 NUTS O 12 O.C. ON HV WALL HEADER INSTALLATION MIN. SEPARATION 70 GLASS (SEE SCHEDULE ON SHEET 11) 1/4"0-2043/4' S.S. MACHINE SCREWS W/ 1/4"-20 NUTS 0 12' 0.C. EO=�-EO--II Afin.I- `I/4'0 TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY 1Y/ 1/2" IAin. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 15) 1/2" MIN. COX_ \WALL FINISH PLYWOOD HE0'0. l HV WALL SILL INSTALLATION �� • 51AiE�OF / ,c A' 1 `s/OiJ Et\ ot P.Cr'SE L% irfA)UHE%DATE EXISTING GLASS---( ex 4. CONT. SILL PLATE REOb. OR@j N2E: 1-SEE SIIEET 4 FOR TYPICAL SIIUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I • SEE LI411A110N5 OF USE OF OLAUE (IA ON SHEET 19 TILLIT TESTING & ENGINEERING COMPANY 6355 1I.W, 36111, 5t.. 51e. 303. VIRG!mA GARDENS, FLORID,. 3316 Phone : (305)1371-1530 . Fax ; (305)871-1531 e-moil: lillec aea ((Isom EB-0000719 WALTER A TILLIT Jr. P.E. FLORIDA Lle. N 44167 I" 2`x4" CONT. SILL PLATE RE0'11. •'-.1vNLL L MIN. SEPA3ATXLN E TO CIK4 (SEE SCHEDULE ON 1 I FOR RADE 19) D BLADESC'k 11 WALL-. FINISH ;I 00R cr \-yl /1 OR IT y -1/4"0 TAPCON WITH ADVANCED THREAT/FORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA 0 MI0Y/IDTH OF W000 PLATE. (SEE SCHEDULE ON SHEET 15) OHV WALL SILL INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) ti 1/4"0-2043/4` S.S. MACHINE SCREWS USING 1/4"-20 NUTS 0 12" OC 1 `EMIn. L- ��--1/4"0 TAPCON WITH ADVANCED THREAUFORM TECHNOLOGY W/ 1 I/2" Min. PENETRATION OF THREADED AREA 0 MIDWIDTH OF WOOD PLATE. FINISH (SEE SCHEDULE ON SHEET 15) ® HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (High Velocity Hurricane Zone) © 2017 EASTERN METAL SUPPLY, INC. American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax (561)209-8380 BERTHA HV,. Accordion Shutter System H.V. BLADE #1 W/ oR W/o KV. NINDOW BLADE REV.No DESCRIPTION OLD 15-080 2 DATE 08/02/17 4 DRAWN 6Y: M.L. DATE: 08/02/17 DRAWING No 17-122 SHEET 16 OF 20 • • ••• • • • ••• 1110 • •• • • • • • • • •• • •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • • • • • • • • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORI-4V .& Q: HV'+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIa'IS NlPO•Wp BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSIiRE.RATINO SSE • E � 9• RO ON LS "AN SHALL& r� ^ rWALI FINISH A S.D. D SIGN P SURE RATING FOR INSTALLATIVN VG >ai1�"D •i Ii TH EXISTING--) CLASS 61 I/4"0 TAPCON WIT ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. k (SEE SCIIEDULE ON SHEET 15) 5-1 0 1'EOIAin. EO ....v.. 7 OPTIONAL EXISTI<G MIN 2"x4" HEADER REO'0 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) 1/4"0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ I/4"-20 NUTS 0 12" O.C. rlc l 1 l ( f Max. ) HV WALL HEADER INSTALLATION 1-SEE SIIEET 4 FOR TYPICAL SHUNTER ASSEMBLY, 2-MOUNTING SECTIONS CAN DE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EXISTING GLASS--2 0 I/2"x4" CONT. (_ -SILL. PLATE 1 1 i t,i Illl MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) WALL FINISH -Ea- 1/4"m TAPCON WITH ADVANCED THREADFORM TECHNOLOGY VI/ 1 1/2" Min. PENETRATION OF THREADED AREA 0 ADDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 15) Co') HV WALL SILL INSTALLATION it 1 1' .ffi Max. 13 0R® (1 1/4.0-20x3/4" S.S. PHILLIPS TRUSS HEAD KIACH11.1E SCREWS 1V/ 1/4"-20 NUTS 0 12" 0.C. /AN. SF/WTT00N I TO CUSS (SEE S0(INIE al 516ET EXISTING I It srn ait GLASS '1. age Oe rnE () Y 1 ALTERNATE, ANCHOR 1 LOCATION 2"x6' MIN. WOOD--T. DECK REQUIRED (N0 FINISH ALLOWED) E� EDGE OF DECK-' IF APPLICABLE 4"x8" (Min.) EXISTING-. WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING W000 BEAM TO BE CERTIFIED DY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4"0 TAPCON WITH ADVANCED THREAOFORAI .257" TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING W000 BEAK (SEE SCHEDULE ON SHEET 15) N i. EXGLA55ISTING _1 MN, ASS (sEE lU 11s c (SEE -I St Fcrt_a!942T 11 r0 T iS ('05 ON DEFT t9 ♦✓aR HMFS(JI e �17 • • • • •• • • • • #14x3/4" 5.M,5, 0 6' O.C. 1 1 1 or 13 or 15 ,uJ I sT)HV CEILING INSTALLATION it v I 3/e' MIN. 3/e' wn`w 2" MIN 5 0 ORK OPEN HOLE AT EACH-' STUD TO ACCEPT 5/16.0 LAC SCREW AT CENTER OF TUBE. SEPN10 CUSS (SEE EXISTING 1 SO[CMEOCN(5FE CLl55--1 tOl N FOR eaeE SIFET 19 .„ R IQ' a.aFs )e ( )HV CEILING OR ®. ? 1/2"-1-1"--T T .. L11R 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Alin. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 15) t c1117.nF • a E !t/6,11/(AILA7019DATE' b10x3/4" HEX WASHER HEAD TEK SCREWS O 12' o,c (W) HV FLOOR INSTALLATIOOO{ „ TILLIT TESTING & ENGINEERING COMPANY 353 N,M, 361e. S1., 51e. 30S, VIRG'NIA GAF10EN5, F1.06106 3316T Phone (305)871-1530 . Fax (306)571-1531 e-moil: Illtecoca ol.com EB-0006719 WALIER a. 111.1.1T Jr. P.E. FLORIDA Lic. S 44157 MIN. \_EDGE OF DECK IF APPLCABLE G I U SON EO E0 2 2" IN -EDGE (IF APPLICABLE) /- EXISTING WOOD TRUSSES OR % RAFTER 0 24' O.C. REQUIRED or 13 or 15 10OR ®• INSTALLATION. 1 MIN. SEPARATION TO GLASS —+(SEE SCHEDULE ON SHEET 11) EXISTING GLA55— I • SEE DA9TATIONS OF USE OF I BLADE 6I ON SHEET 19 / --- --EDGE OF DECK IF APPLICABLE —1/4"0 F.H. TAPCON WITH ADVANCED THREADFORM TECHNOLOGY VI/ 1 1/2' Min. PENETRATION OF THREADED AREA 0 MIOWIDTH OF WOOD PLATE. (1)-0 HV WALK —OVER INSTALLATION LE ON SHEET 1�) FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ® 2017 EASTERN METAL SUPPLY, INC. _EXISTING SOFFIT 3/4" Max. THK. 1"x4"x1/8" CONT. ALUM. TUBE (6063—TB ALLOY) W/ (3) 5/I6.0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAC SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72 psf MAX. A.S.D. DESIGN LOAD AND 9'-1)" MAX. SPAN. THIS INSTALLATION 15 ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. INSESsAie American Shutter Systems Association, Inc. 4268 West Roods Drive Vlest Palm Beach, FL 33407 Phone: (800)432-2204 , Fax: (561)209-8380 (----2" MIN. 2"x6" MIN. WOOD .DECK REQUIRED (NO FINISH ALLOWED) BERTHA HVTM Accordion Shutter System H.V. BLADE;#1 W/ OR W/0 H.V. NINDOW BLADE REV,N9 DESCRIPTION i DATE OLD 15-080 2 8/02/17 3 DRAWN BY: M.L DATE: 08/02/17 5 6 DRAWING No 17-122 SHEET 17 OF 20 A^.N STJ'MTAIISYI D a AsS (SEE 501EIXAE VI SHEET 11 FOR ewe (I,INJD ON STEET 19 !LA WADES(jl& JDR (A• 2"x4' MIN. WOOD STUDS. (AS APPUCASIE) WALL FINISH EXISTING GLASS MN. SEPAMnu1 10 (IA55 (SEE SOEIXAE VI WEET 11 RAT [RA'E UJN0U Cm BEET 19 FOR EA0E5CD&(Ill fl7'"(y"((el• ®-0-u.(10 o.0. CO5 $1. Vd• (J•rJ•1_�.1t•p7 •( ITS.• Q6I.LS•,I(9:.r1• ((�" • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• ••.• •• • • • •• • • •• •••• •• • •• • • •• • • • • • • • • • . .•• ... END INSTALLATIONS (1-) HY 3c (q) HVO BLADES. INTO 2'44"••�IIN. WOOD STUDS. 1/4 0 TAPCON WITH d • •• •• • • • • ••• �AOVAHLEO TI1R100009M 2'x4' AIIN. WOOp • TECHNOLOGY 0 BUILDE% / I • • • ANCHORS 0 6' O.C.�-STUDS REO'D. Y// 1 1/2' MW. THREADED / • • • • } • e» M•49000 • PENETRATION INTO STUDS OR / STUDS REO.O. W/ MINI. 1/2' THREADED PENETRATION TO 1/2' LOX PLYWOOD IF NO STUDS EXIST, 1/2' MIN. COX PLYW000. 2' MIN. 1 0.1/2' S.M.S. 016 O,C. END CONNECTION DETAIL ® EXISTING GLASS-7 2'.4' MIN. WOOD_ STUDS RECITE (® Cr.G•Oj '- 6Si• La,.G3. C1"G• �. END CONNECTION DETAIL (1 ti 1/411 1APcoN WITH ADVANCED THHEAOFORIA TECHNOLOGY RW BWLOEX ANCHORS W/ 1 1/2' MIN. THREADED PENETRATION INTO STUDS 0 12' O.C. 4- WALL FINISH 1/4 0 TAPCON W1111 ADVANCED 199014DFORM TECHNOLOGY ITN OURDEX ANCHORS W/ 1 I/2' MIN. THREADED PENETRATION INTO STUDS 0 12' 0.C. 2'x4' MIN. W000 WALL FINISH STUDS RE0 0. 1/16-x3' 1.I.1X. (6063-T6) CONT.� ALUM. CLOSER PLATE. (LOCATE 1/2' AT EITHER SIDE MIN OF©) 61091/2' S.M.S. —/ 016 0.C. SEE DETAIL X FOR - 51DE CONNECTION TO TRACKS EXISTING GLASS MN. SEPARATION 10 CUSS (RE WALL„/ !/ 50EIUE 0;! BEET FINISH "-I/2' MIN. COX 11 F0i HIDE DamPLYWOOD. CN SUIT 19 FOR I WOES O& 4I11 1 �I• If_e-L�'• C:'"; aT. ail . END CONNECTION DETAIL 40 EXISTING /I0x1/2' S.M.S. 016 0.C. • • 1/2' MIN. COX • PLVW00117, ®'CI • (04.)•C))•- END CO, N ,pTION DETAIL (r?) .,• .s.kok A. •, �\GE/ys v i p'. S.r..64) 'TE OF •`,� P.E:S5 k. 0FRCEJOAITE •• Fe11511 YALL SEE DETAIL X F0 510E CONNECTION TO TRACKS • • /^ Eri1NG GLASS L_• LjAI(SHEET N. SSARA110N w• SO SON 11 FOR GLACE 1 ON SHEET 19 FOR BADEN(.1j & (fy As.•9a.0'q"De •@.). END CONNECTION DETANI Og TAN. 5EPAPAT1ul TO CLASS ( SCHEDULE CH SW F 11 FOR WAX (L No 0! 51EET 19 FOR BLADES (jF & Nl LIE c o ins. TILLIT TESTING & ENGINEERING COMPANY 6355 N.H. 36th. 51., 51e. 305, VIRGI111A GARDENS, FLORIDA 33,6 Phone : (305)821-1530 , Fax : (305)871-1531 • a-m011: tillecnooS ccm ER-0006719 WAITER A. 11LLTT Jr. P.E. FLORIDA Lis. r 44167 47. •(6c=(8)o9 E on (3' OR C)OR 1140R( 51 VIE Y 1„ PLAN DET—AIL X I/2' MIN, COX PLYWOOD, 1/2 NSE I' 011 t' Wx. (1) i3O.4/0-'as s. 10r°.M°ja" • TONN�1�,49 9110 6a0Cg9N ANC TIORS LLpGr To YMLL AT IT TIC. (LOWS AT 0100 WOE or 1) SEE DETAIL 0 FOR_ SIDE CONNECTION TO TRACKS 2'x4' MIN. — W000 STUDS. (AS APPLICABLE) ALL FR15H E%ISTING GLASS MN. SEPN6AIIc14 10 GLASS (SEE S E•NE ON 1 ON SHEET 19 F01 woo (I) & (A) gl' 1s@• a.CcJ•o•_ - (Ei•T • 0•r®•®•a" END CONNFcnON DETAI lMQ REWIRED ONLY FOR SPANS GREATER THAN 12•-0` I • SEE LIMITATIONS OF USE OF BLADE lA ON SHEET 19 'CDR ®CR(1 t1 OR (1 ZI CPO.IOR(1'4. ORQ FLORIDA BUILDING CODE (High Velocity Hurricane Zone ® 20, METAL SUPPLY, INC. American Shutter Systems Association, Inc. 4268 West Roods Drive West Palm Beach,x2 . Phone: (800)432-2204 Fax:: (561)501)209-8380 7 EASTERN BERTHA HVTM Accordion Shutter System H.V. MADE #1 W/ OR W/O H.V. WINDOW BLADE • • 5 1(A� TYP. \\ TYP, • • ••• • •• •• • • • •• • • • • • •• • • ••• • • • • • • • ••• • •• • • •. • •• •• • • • • • •• • • • • • • • • • • • TYP. EA. END MAX. 5 WINDOWS ALLOWED AT HV e' WINDOW BLADE C SEE ENO CONNECTION DETAILS ON SHEETS 10 & 1R TYP, FULL HEIGHT. —/ EXISTING GLASS .Cf. 17701131 SEE PLAN FOR REOUIREMENTS) V� TYP TOP & BOTTOM WINDED WIDTI ELEVATION 1 If J�1 121'Ad 2i SYMII{STES ?' ("TRICAL CENITERMA2I, �- 1V/ (24. OR 63 AND W/0"33 (SEE NOTE 4 ABOVE) — PLAN TYPICAL (I) HV BLADE WORKING IN UNISON WITH HV WINDOW lbls7..r • • • •• •• •• •• •• • • • •• •• • •;Rtia`;•,4 T 41 • • • • • • • •• • ••• L(?l0,, 4'nw(6)'( ) 1.1N. SEPARA11pl TO GLASS f(SEE SCHEgAE ON SLEET 12 I L11 DAM ID AND ON 1145 SHEET FOR BLADES Lli 55 4V, /dd. ) BLADE (1A SHUTTER* TILLIT TESTING & ENGINEERING COMPANY 6355 M.W. 361h. SI., 51e. 305, WRGINU GARDENS, ILONIU 3316 Phone : (305)671-1530 . Fox : (305)871-153I o-moil: t6lec0000l.com EB-0006719 WALTER A. TILLIT Jr, P.E. FLORIDA Uc. / 44167 ••• • • • • • • 4 ONLY GEED INMA SYM 1ET OR OPPOSING LAA OUT. IN CASE OF OPPOSING • • (BOTH W/ 4 0R 2,) ARE ALLOWED WITH 1 • • TOUT, 5 MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF • • • • • CENTER E 5. (A) HV WINDOW BLADE lO SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"/ HOLES) FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE OF ANY 3"6 HOLE FOR 44 SHALL DE 12', • *to ael 1lMmenaks Atin_gTTNN •Qll�( BLenc p rORDl01v c111rrcR_ � WipVI4i15 1 FF� • f. MAX. A.S.D. DESIGN PRESSURE RATING: +110, - 110 p.s.f. 2. MAX. SHUTTER SPAN: 96'. 3. ALLOWED MOUNTINGS: A, 0, G & H ON SHEETS 8, 7; AS WELL AS ...MOUNTINGS M, 0, T, U & W ON SHEETS 16 & 17. (C) FIRST OR IA�T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE I (0) HV WINDOW BLADE Q MUST BE USED ALTERNATE TO A SOLID HV BLADE® THROUGHOUT SHUTTER'S WIDTH. (E) CEI�TERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV BLADE i AT EITHER SIDE OF THEM. • (F) POLYCARBONATE NV WINDOW 44 SHALL BE INSTALLED 50 TABS FACE THE INTERIOR OF THE OPENING B NG PROTECTED. HV WINDOW MUST BE ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PRONTO D BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO W000 FRAME BUILDINGS ON SHEET 15, A5 LIMITED 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 LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER SPAN MINIMUM SEPARATION TO GLASS AND W/ OR 27 (SEE NOTE 4 ABOVE. (Demo lzjzr- .S.A. American Shutter Systems Association. Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)20R-8380 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1 ® 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WIDOW BLADE REV.No DESCRIPTION 1 DATE ORAWN BY. N.L. OLD 15-080 136/02/17 OATS: 08/02/17 DRAWING No 17-122 6 SHEET 19 OF 20 • 6