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WS-18-1755Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Pe ■ 111' Irons Cies Permit NO. WS-6-18-1755 Permit Type: Windows/Shutters ::cation: Window/Door Replacem Permit Status: APPROVED Issue Date: 7/30/2018 Expiration: 01/26/2019 Parcel Number Applicant 129 NE 109 Street Miami Shores, FL 33161- 1121360040530 Block: Lot: HAROLD & AMY KNOWLES Owner Information' Address Phone Cell HAROLD & AMY KNOWLES 129 NE 109 ST MIAMI SHORES FL 33161 305-758-8193 Contractor(s) DVG BUILDERS INC Phone (305)506-7308 Cell Phone Valuation: Total Sq Feet: $ 6,940.00 0 Type of Work: 2 CASEMENT WINDOWS AND 7 ACCORDION No of Openings: 9 Additional Info: 2 CASEMENT WINDOWS AND 7 ACCORDION Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $2.85 $2.00 $1.40 $190.00 $9.00 $5.60 $215.05 Pay Date Invoice # 06/26/2018 07/30/2018 Pay Type WS-6-18-68057 Check #: 3865 $ 50.00 $ 165.05 Check #: 3968 $ 165.05 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 l assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. July 30, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy July 30, 2018 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED JUN 2 6 2018 h FBC 2OC SS Master Permit No. k -R Sub Permit No. 0 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING ❑MECHANICAL El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 129 NE 1.09 STREET City: Miami Shores Folio/Parcel#: 11-2136-004-0530 Occupancy Type: RES Load: County: Miami Dade Zip: 9 ? Is the Building Historically Designated: Yes NO X Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#: 7864120917 Address: 129 NE 109 STREET City: MIAMI SHORES Tenant/Lessee Name: Email: State: FLORIDA Zip: 33161 Phone#: CONTRACTOR: Company Name: DVG BUILDERS, INC Phone#: 3055067308 Address: 2930 SW 115 AVE City: MIAMI State: FL Zip: 33165 Qualifier Name: DANIEL GARCIA Phone#: 3055067308 State Certification or Registration #: CGC1519237 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 6,940.00 Type of Work: ❑ Addition ❑■ Alteration Square/Linear Footage of Work: n New ❑ Repair/Replace ❑ Demolition Description of Work: 2 CASEMENT WINDOWS AND 7 ACCORDION SHUTTERS Specify color of color thru tile: Submittal Fee $ Permit Fee $ _\qLv CCF $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CO/CC $ DBPR $ 2 ` r�� Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I G J '• ()S Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,'a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signar� . OWNER or AGENT Signatures CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2 Co day of A C r. , 20 \ y , by 2 C, day of 'R�= , , 20 \ b , by who is personally known to l V -Y` iirk In -C Ovho is personally known to me or who has produced \7 L- as me or who has produced � t— 0 identification and who did take an oath. NOTARY PUBLIC: Sign:_ n Print: Seal: ./7 Notary Public State of Florida Barbara Ginette Bringas • My Commission GG 175267 cit ao Expires r 1/15/2022 ********* *************** APPROVED BY identification and who did take an oath. NOTARY PUBLIC: Sign:—6(.4V/`"�l.l� Print: Seal: 6.(9Je‘Yt as **************** Plans Examiner Structural Review .1fx Notary Public State of Florida Barbara Ginette Bringas • My Commission GG 175267 +1 a Expires 01/15/2022 ********* Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 RTY Summary Report Property Information Folio: 11-2136-004-0530 Property Address: Owner Mailing Address PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,864 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1946 Assessment Information Year 2018 2017 2016 Land Value $230,638 $230,638 $198,007 Building Value $129,734 $129,734 $130,816 XF Value $40,481 $40,915 $41,350 Market Value $400,853 $401,287 $370,173 Assessed Value $248,141 $243,038 $238,040 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $152,712 $158,249 $132,133 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board. City, Regional). Short Legal Description COLLEGE HEIGHTS PB 42-8 LOT 22 BLK 2 LOT SIZE 75.000 X 123 OR 20310-3379 04 2002 1 Generated On : 6/20/2018 Taxable Value Information 2018ii 20171 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $198,141 $193,038 $188,040 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $223,141 $218,038 $213,040 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $198,141 $193,038 $188,040 Regional Exemption Value s $50,000 $50,000' $50,000 $188,040 Taxable Value $198,141 $193,038 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/01/2002 $155,000 20310-3379 Sales which are qualified 07/01/1983 $93,500 11861-0923 Sales which are qualified 11/01/1978 $63,000 10217-0229 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 6/20/2018 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights"or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). owled ment: alifier/Owner Signature vte4i �-� v1 OIL( t �l Date Print Name /7\ / \ I lb '1 GUINN & SONS HURRICANE PROTECTION 12350 SW 132nd Court Unit 104 Miami, Florida 33186 305-781-3909 mattguinnsons.com (CIA ) cc x 4- v.) tvCra \is.- 0% \ to• o'-f CPAsn-1/4-)turst T-tcy2. ‘ce. cap 0 g- (PS-CC :PYCC-Chfu() Qv.) S TS(*(1._ -tA WV.) - \ eva.Es f • t 7- • "•-• • • • • • I ; ; • •• • •-•- 4 Customer Name: Address: vt.c, eck SI-Vot.cq ,33\cok Phone number: (- a- 69 vri E-Mail: cR„„,,\ v_e Protection Type: inAccordion ['Panel bmpact .114- S1 7C' • • , •••••,1,!ill!•;,,•• - , : -4- , 1 ' • 1 : • • •• • ;• •- • r • ; —1-• * • ; • ' • , • ; ' • • • •Iltjti•±, •,,p,rtcc , . I • • ; • !!'"! " • Ili • 't • ! ' • • • • • .1 • • "", -4$ dr -• • a., • -sr • • • :! • • • ! • ; • • • • ',-----) ; 1 --1-1.1: i ---+ . -7----tt 1+1'1 ;IL: Gi -I• 1 rtt-r----1-4-i--4-i-T. _r'-,,1::_i., __ ; ,-- -i----4----4,,-*---i- _, I" , i 1 , 1 ,,' 1 • 31x51 ...1 3 7 itck i 1 \,?_ti ' E4,44-ss--i-------t—, -1--i---ii ,---HT-4---1----,--; 4-- . • ,• -1-1- — 1 • • t 1 • • L._ -S)0,---i- !•••• ! -, . I • • , , . : , ; • , . • • ; • • : t 1 ! , i :: t i i • • , 1 1 • i • • • • ---- 4-4- • • t. • # lit:t,tt•• RAMMS ENGINEE' ► ', NC: 2100 W 76 Street, Hialeah, FI• - 33O16 ORIDA BUILDING CODE, 2f 10�ars:' • : _ ,P.E. F 11955 / 0006024 `S E 7-10 WIND CODE SIGN WIND LOAI N PSF. Kd .85 F'OR 175 MPH WIND ZONE f/ 1 Interior & Exterior' Zone (4&5 - Walls) Positi - Press res` ` ' Exposure C For th- 175 mph Win • one CATEGORY-2,BLDG,;/ Height 4M •H um) E , ective Wind Area (or, Trib Area) in Square Feet\ 1 S 20 30; 40 - 60 50 ' .92 0.89 ,e0:88 ,, �° ._. 0.86 --pit: I.-, 40.4 38.5 37.5 36.7 / (36.1° , \ 35.7 . 40.8 39.7 38.9 ' .38 ,3 Li' 37.8 25 44.6 42.6 41.5 40.6r , - 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 F,>'�47.1 -' 46:4 45.7 60 53.7 51.2 49.8 , 48.8. ti 48.1 47.4 Interior Zone (4 -,Walls) Negative Pressures/ )) `-' Exposure C For the 175 mph.Wind Zone CATEGORY BLDG•,, , Height (Maximum) . Effective Wind Area,(orJnbutary Area) in Squaae.Feet _ • • •_ . 10 20 < 30/ j) 40 50 •••:•• 60 r -1.10 -1.05 ,- -\ -1 02// -0.99 -0.98 ,.„ -0.96,, • 15 -43.8 -42.0` 7 ' -40.9 ° -40.2 -39.6 • • ..• • -39. i • 20 -46.4 -44 4 Ni ,----43'3 -42.5 , -41.9 • • : -43.8 „...-..-43.2--„ -45.6 : •' : -41.4 ••: • :-45.1:.., . •,.-47. S .. 25 -48.4 -46.4 N -45.2 -44.4 30 -50.5 A.248.4 `'1-47.2 -46.3 40 -53.6 , . (' ,51'.'4 - -50.1 -49.1 -48.4 : - 50 -56.2 ~<,V-53.8' `-52.5 -51.5 •-50.7 -50.t.,• 60 -58.2 -� =55.8 -54.4 -53.4 -52.6 -52.0 • . •. . . • • .. , , Exterior Zones (5 - Walls) Negative Pressures Exposure C For tie,/ 175 mph Wind Zone CATEGORY 2 BLDG / Height ( (M - •., ui ) - „ Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.29 -1.23 -1.19 -1.15 -1.13 15_ 'N, -'=54.1 -50.4 -48.3 -46.8 -45.6 -44.7 : ,N -53.4 -51.1 -49.5 -48.3 -47.3 - . 25 `` -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 /' . 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 '` \,`•40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 --., `SOY -69.3 -64.7 -61.9 -60.0 -58.5 N.: \ 60 -71.9 -67.0 -64.2 -62.2 -60 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN F FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, ichever 's smaller, \ but not Tess than 4% of least horizontal dimension or 3 ft. (h = mea_roof height in feet). ---- --THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR 1 PART WITHOUT WRI1 1"bN PERMISSION BY RAMMS ENGINEERING. • ► 0, THESE TABLES ARE INVALID UNJ.FgS SIGNED WITH BLUE INK AND S ' ' BY ROBERT MONSOUR. - - - . • . • • • • • . . • KNOWLES RESIDENCE 129 NE 109 STREET WINDOW REPLACEMENT PERMIT LAYOUT OPENING SCHEDULE 9 OPENINGS (1-9) MRH = <15' WORST CASE SCENARIO OPENING # APPLICABLE NOA WIDTH HEIGHT DESIGN PRESSURE ZONE 1 A 18-0116.04 37 51 +40.4/-54.1 5 A 18-0205.05 1X3 51 +40.4/-54.1 5 1B 18-0116.04 37 51 +40.4/-54.1 . ••• ••... ••••• .... 5 . . 2A 18-0116.04 37 51 ..•. +40.4/,-M.1 • , . • . • 5 • • B 18-0205.05 1X3 51 +40.4h54,1 .... •' • • •. ..• 5 • ..�., 26 18-0116.04 37 51 +40.4�G4.:1 .. • . ••'�' • .. . • 5 .•:•. . • • • 1 3 FL1850-R11 51 38 +40.a1-5 h . . . 5 • • •• • 4 FL1850-R11 51 38 +40.4/•54.�1 •••.•. .. . 5... 5 FL1850-R11 39 41 +40.4/-54.1 5 6 FL1850-R11 39 41 +40.4/-54.1 5 7 FL1850-R11 60 38 +40.4/-54.1 5 8 FL1850-R11 38 39 +40.4/-54.1 5 9 FL1850-R11 36 50 +40.4/-54.1 5 • M IAM IDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE' ACC PTANCE NOA tndows LLC ks 3550 NW 49th Street Miami, FL 33142 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami DadejCounty and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality 'assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. • • • • • This product is approved as described herein, and has been designed to comply voth V% F1orid'h"Btiilding •. • Code, includes DESCRIPTIO Series "5000" Outswing Aluminum Casement Window — L. .J.: • . APPROVAL D " ... 7, •• • •••• • • •. • asetsttpt •�dw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision F dated 10/16/17, 13t8l?ared 1337 A1`-)'arooq Corporation, signed and sealed by Javad Ahmad,. P.E., bearing the Miami -Dade Coup Produc:rvntrol Revision stamp with the Notice of Acceptance number and expiration date, by the 1Vliami-Dace .County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • • • • . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Bar raajnilla, Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively, affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0129.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0116.04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 Page 1 • • • • • • • • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports onfl) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type `B" Window, Grade 10, per FBL 2W1.1. 3.2.1, TAS 202-94 and per ASTM F 588-07 : • along with, marked -up drawings and installation diagram of•ie gi 5000,pt�t$wing •' aluminum casement window, prepared by Fenestration Testing Ls'atory, Inc., Test • • Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 3,3/16/11 remetjvely, • . both signed and sealed by Marlin D. Brinson, P.E. "" • • (Submitted under NOA No. 11-0419.01) • . •• • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading pet FBGTAS•2024 • 3) Water Resistance Test, per FBC, TAS 202-94 • ••• •. 4) Large Missile Impact Test per FBC, TAS 201-94 ' •"•••• • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • 6) Forced Entry Test, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No.08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 10/27/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manue re P.E. Pro NOA No. -0116.04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 E-1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. .... • • F. STATEMENTS "" 1. Statement letter of conformance, complying with FBC 5t' Edition 014),:arid of no ' financial interest, dated October 27, 2014, issued by A1-Farogq.Cpjporation• signed. and sealed by Javad Ahmad, P.E. • • • • • • • 2. Laboratory compliance letter for Test Reports No. FTL-6294' 4TL-64129.&,issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and'037r6/11 re Metivel•y, both signed and sealed by Marlin D. Brinson, P.E. w • (Submitted under NOA No. 11-0419.01) ' • ' .' 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fene'six'a1ion . Testing Laboratory, Inc., dated 11/16/07, signed and sealed by C•at1os•S. Ripii j.E. • (Submitted under NOA No. 08-0204.05) •• • G. OTHERS 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows, LLC, for their Series "S-5000" Outswing Aluminum Casement Window - L.M.I., approved on 11/08/12 and expiring on 04/03/18. E-2 Manuel Pere NOA No. 18- I .04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision F dated 10/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None ••.• • C. CALCULATIONS •" • • . 1. Anchor verification calculations and structural analysis, comply] g• th FD( t%: Edition (2017), dated 10/27/14 and revised on 09/22/17, prepared.1Ty Al-Farooq Corporation, signed and sealed by;Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourcg$ art) • . . •••• •• • • • • •••. • •• .• • . . •,• •• • � • • • . . • • •� • • • • E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray AnItriea, Ine •fdt.their• • "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated'01718/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 19, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0120.05, issued to ES Windows, LLC for their Series "5000" Outswing Aluminum Casement Window -L.M.I., approved on 05/14/15 and expiring on 04/03/18. E-3 Manuel Pe E. Product Contr. �: • �� ,� er OA No. 18'iV 6.04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 CAM LOCKS (2) LOCKING POINTS ALL SIZES SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD Re CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULUON CHART WILL APPLY TO ENTIRE SYSTEM. —MIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 16Y OR 28Y WOO -- • :E ALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO. BE HIGH IMPACT, NON—METAUJC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY _OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. SINGLE (X) MULTI P INT LOCK mw mod¢ 8 SURFACE APPUED FALSE MUNTINS OPTIONAL +F 1 \ 0 \\ S I / 4 -if/ / / / LOCKING POINTS SEE CHART WDW. HEIGHT UPTO 26" 40' 52' 76' NO. OF KEEPERS AT SASH 3'YPICAL EL TIONS 2 3 4 5 • • 000 • • • • • • • • • 30 5/8" D.L OPG 35 7/8" VENT WIDTH 30 5/8" D.L OPG 35 7/8' VENT WIDTH 74" WINDOW WIDTH DOUBLE (XX) mw 8 \rD‘u 0 v i 8 5 FAX. (305) 638-5158 a SE_ NDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. RS ARE NOT REQUIRED. • • •• • • • • • • ' • P{lODOCT REVISED • • • • • • • • • • g{tanpiying with the Florida Beading Code ! w .0114. I D 14.04- Acceptancehie ETperation Date /]orl L_.7.:Jr'23 • ••• • ••• • • • • • • •.8 • • • • • • • 'fir" •Product • • • •• • • •• • • • • •• • • • • • • • • •• • •• • L C 27 2t `/ %ttl11111/T OF • i • • • • • • • 000 • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • 0 c 4 drawing no. W08-08 sheet 1 of 10 00 I I DESIGN LOAD CAPACITY - PSF FOR (X) SIZES WITS CAM LOCKS WINDOWS WITH MULTI POINT LOCK WINDOW DIMS. GLASS TYPES A. B, C, D, 8, F GLASS TYPE GLASS TYPES GLASS TYPES AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3530 TEL (306) 2648100 FAX (306) 282.6978 [ COMP-ANL\W08 WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) OQ.(+) 1NT.(-) DR.(+) tat.(-) 0 0 0 0 0 o m m m o 0 � 0 0 0 0 0 0 0 0 0 0 0 o m o m 01 Q. �Q �)o �„o 9mmwa,mSmmmm8m°'m88.n939888mmmmmmmmmmm8n8mn':(89+9Tii 9n8 0 0 0 0 0 0 0 o m o m a d u mom w m 8 m m w m m m m g R m$ P m m m 9 8 m..Gi 8 R 2 8, a 8, g R m a, m. m m m 2: e n m w 9 ,AS 3 ��' nn 8 • • To. 0 0 0 0 o a o p� op m. o 0 0 0 0 0 0 0 0 0 o m n s 5 m m m m m 8 m m 8 8 d 8 u I i i i 1 1 1 0 m m m m m m m m m m m m m m r 1 I n m(8 1 1 i• y �I• I• 1 I o 0 0 0 0 0 0 0 0 0 0 0 0 a g w rn rn a a a m m n m i 1 1 i i i i m m$ R m m a m a m a m m m S 1..1Vm m i i i 1 i i i i 1 i :. o 0 0 c 0 0 0 0 0 o r n m immmmmmme�mm�m,,,,i,,mmmmmmmmmmmmmm�n11Vmi,,,,,,,,,, .+, 0 0 0 0 0 0 0 0 0 0 m o 0 m 1 m m m m m m m m 1 1 l l l l l t l l l mmmmmmmmm mgmm m"o3"adm$ n'3h o 0 0 immmmmmmmmmm,;:m i,,,lmmmmmmmmmmmmmwiivi Riiiii,,,,. 0 0 0 0 0 0 m 0 0 0 0 0 0 0 8mmmmmmmmmmmgmiiliilimmmmmmmmmmmmmmE� miiiiiiiiii EI. n S « 4 3 1 n 3 m $ m n t 9 i 1 3 n 1 'Am \ m i. n 1 n + v1 3 n$ 3} m 2 m S 3 3 m � m m 4 m e 2$: (8m 2: n e "I m m m m m 19-1/8" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 26-1/2" 26• 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19-1/8" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 26-1/2" 38-3/8• 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19-1/8" 85.0' 85.0 85.0 85.0 90.0 90.0 90.0 90.0 26-1/2" 50-5/8" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19-1/8" 85.0 85.0, 85.0 85.0 90.0 90.0 90.0 90.0 26-1/2" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37" 63" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42' - - - - - - 90.0 90.0 S-5000 ALUM OUTSWING CASEMENT WDW. (L.M.I.) E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 638-5751 FAX. (305) 638-5158 19-1/8" - - - - - - 90.0 90.0 26-1/2" 74-1/4" - - - - - - 90.0 90.0 37" - - - - - - 90.0 90.0 19_1/8• _ _ _ _ _ _ 90.0 90.0 26-1/2' - 76• - - - - - - 90.0 90.0 36" ' - - - - - - 85.4 85.4 24" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 28" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 32" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 36• 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 40" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 -� 42" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 24" 85.0 85.0 85.0 85.0 90.0 - 90.0 90.0 90.0 28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 32" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 36' 54 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 description NO CHANGE THIS SHEET UPDATED TO 2014 FRC REV. PER RER COMMENTS UPDATED TO 2017 FBC 40" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 24" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 28" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 32• 60• 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 36" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 40" - - - - - - 90.0 90.0 42" - - - - - - 90.0 90.0 24" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 NOTE: 28" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE a 32• 66" 6.5.0 85.0 85.0 85.0 90.0 90.0 90.0 , 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 36" - - - - - - 90.0 90.0 AND FLORIDA BUILDING COMMISSION ih 26 0 o g v a ry ry g c ai o - g 40• - - - - - - 90.0 90.0 • • QfCLAQl�TORY STATEMENT DCA05-DEC-219 24• - - - - - - 90.0 90.0 o Cam, c w 72• 1 o % _ __� a ~, 32" _ 90.0 90.0 • • • • • • `111111111/! !7 ISED 36• _ _ _ _ - _ 90.0 90.0 \ • • i R )lying ,:Nth the Florida P!D. API 7ji,� 24" - - - - - - 90.0 90.0 `,,' Building Code �: " V '• % 1 -�l�• 4� 28" _ _ _ _ _ _ 90,0 90A Acceptance No E. ir't:nn Date 4 32" 76' - - - - - - 90.0 90.0.. 36" _ _ _ _ _ - 85.4 85.4 • • • • • • • • Alli �,�:/ Y4 • •• •• •• •• •• • • • • • • • • •• • . ••- • •.!� • • • • • • • • ,,,_„ t , �,� i '�� 'sS ,7!!IONAL1�1o` y OF�Q{ • o!•. . 1 •. .,sC9..� drawing no. W08-08 (sheet 2 of 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • '• • • •• •• • • • •• • • • • • • • • • • • 1/8" STREN'D CLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 1/8' HEAT STREN'D GLASS SILICONE DOW CORNING 795/983 GLASS TYPE 'A' 5/32" HEAT STREN'D GLASS 090' Interlayer Trosifol PVB By 'kuraray Americo, Inc.' 1/8' HEAT STREN'D GLASS SIUCONE DOW CORNING 795/983 GLASS TYPE 'C' 1/8" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc. 1/8" HEAT STREN'D CLASS SILICONE DOW CORNING 795/983 GLASS TYPE 'B' 5/32" HEAT STREN'D GLASS .090" Interlayer SentryClos By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE DOW CORNING 795/983 GLASS TYPE 'D. SIUCONE DOW CORNING 795 ALT. GLAZING OPTION THESE GLAZING STOP CAN BE USED WITH GLASS TYPES 'A'. B, 'C' & 'D'. 5/32' HEAT STREN'D GLASS OR 5/32" TEMP. GLASS GLAZING OPTIONS 1/4' AIR SPACE 5/32" HEAT STREN'D GLASS OR 5/32" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREND. GLASS 1/8" HEAT STREN'D. GLASS 090' Interlayer .090" Interlayer Trosifol PVB — - 5entryGluu By 'kuraray America, Inc.' By 'Kuraray America, Inc.' 5/32' HEAT STREN'D GLASS 5/32" HEAT STREN'D GLASS SIUCONE SILICONE DOW CORNING 795/983 DOW CORNING 795/983 AT 1/4 POINTS ON LRES WIDER THAN 36" SETTING BLOCKS AT LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'E. • • GLASS TYPE •• ••• i • • • • •• • AT 1/4 POINTS ALL SIZES SETTING BLOCKS AT INSUL. LAN. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ••• ••• •• • ••• ,,,,Wbriucr �Florida ```1LtIIf. +S•^wSdm P� NOTE: 1/4" AIR SPACE CONSISTING OF• Aocept Machos No 1 -D 14i.0 'e' V°' TO QUALIFY FOR SMALL MISSILE IMPACT RATING SPACER £xpirsr Dale EXTERIOR PLY OF GLASS TYPES 'E' & 'F. MUST BE TEMPERED. 'L EO� PR FIL ALUMINUM SPACER •By flii Product _. 1 ARQ•UNa THE•iPERIMET4 Oi THE. LASS. PFQIMFTFQ del 9C1T5 • • • • • • • •• S C SILICON[ • • • • • • • • � n -++�� -- %`�_••I�,•,•• DOW CORNING 791 • • • • • • L-1 _C a f LL GE 2000 L` S U c 0 ut m 3 U 305) 838-5158 0 0 0 0 0 n 0 0 dot. 01-23-08 J drawing no. W08-08 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet 3 of 10 SEE ELEV. FOR SPACING EDGE DIST EDGE DIST.. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTERLOCK TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. UITRACON BY 'FLCO' (Fu=177 KSI, Fy=155 KSI 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INI9_BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS 1-1/4" MIN.- EMBED INTO BLOCKS (JAMBS) 1-3/4" MIN. EMBED INTO CONC. (FOR MULLION CUPS NLY) S (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) .111011., m .0 PLATRfl OR_.P NTEO TYPICAL EDGF DISTANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. MIN. (INIL.KIUH ANCHORS AT MULL CLIP) INTO WOOD STRUCTURE = 11/16" MIN. INTO METAL STRUCTURE = 11/16" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. • ONCRLTE HEM SILL OR JAMBS f'c = 3000 PSI MIN. • • -4f)0 i1IOLVDW4fIt1ED BLOCK AT JAMBS t"m = 2000 PSI MIN. • • • • • • • • • • •• •• • • ••o"- •' ••• i• r' • • • • • SELEV. • R ACIR ." • • • PROSUCT REVISED • eaiempb'ingwith the Florida Building Code Acceptance Note E piratioa Da • •! • Product Coraa� • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • -0116.04- 2? OF RIOP;,, '\ AL � HIV 10 m 0 0 0 0- (.3 FAX. (305) 638-5158 UPDATED TO 2014 FBC 6 6 8 • v0 0 c dot.: 01-23-088 drawing no. W08-08 sheet 4 of 10 3/16" MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL_ STRUCTURE 1/4" SHIM BY WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREEN OPT - EXTERIOR D.L OPG. WINDOW WIDTH SINGLE VENT WINDOWS SCREEN OPT. D.L OPG VENT WIDTH 1/4" MAX. SHIM 1BY 'WOOD BUCKS TYPICAL ANCHORS SEE ELEV. o FOR SPACING • MULTI POINT LOCK OPTION CAM LOCKS OPTION EXTERIOR WINDOW WIDTH DUAL VENT WINDOWS TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L. OPG. VENT WIDTH •• • • • • • • • • •• • • • • • • • • • • • .•• • • • • • • DUCI REVIS • Florida as cempiY1 = ptanced j8'DII4•04- roa Date�'�/• • • • • • • • • • • • • • • • C IF • • • •• • • •• •• • • ••• • •• • • • • • • • •• •• •• 27 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • UTSWING CASEMENT WDW. 0 COMP-ANL\W08-08ESW FAX. (305) 838-5158 0 NO CHANCE THIS SHEET 0 UPDATED TO 2017 PDC ro 0 H 5 0 drawing no. W08-08 sheet 5 of 10 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVS. FOR SPACING SEE ELEV. FOR SPACING ALT. MIAMI—DADE COUNTY APPROVED MUWON do MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE. EV.sraR.SPA6ING• O ALT. • • • •• • • • OOO • • • • • • • • • *PRODUCT REVISED 01111lll/ •a kgcwith the Florida •• • • • •• • • • ••e �•\\pJP?�.! Acceptance NoENsc'•'- EYlrirIion Dot • ••• • • • • • Byi • • • • • • • • •' TYPICAL ANCHORS • • • • • • • • • • SEE ELEV. FOR SPACING • • • • • • • • • • • • • • • • L.iL Z 7 (':. INSTALLATION DETAILS WITI? FLUSI? TRAMP' ADAP'PEil • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • �T _ cr STATE OF : �.• 'ONAL YYIII1 II It% COMP -ANL\WOB-08ESW FAX. (305) 838-5158 a d v 8 drawing no. W08-08 (sheet 6 of 10) .514 900 .080 SNUBBER FRAME 0000 2.125 4.811 3.873 1.186 L .950 J 1.186 IMPOST 1.098 .329 .803 O50 .837 L.- GLAZING STOP (LAM. GLASS) GLAZING STOP (INSUL. LAM. GLASS) .803 r.328 .543 O .250 GLAZING STOP (LAM. GLASS) GLAZING WEDGE 1.888 L .062 .500 IINCY-4-t(Y 725 T-L 2.0063 53 FLUSH FRAME ADAPTER 1.030 .125 1.844 .188 .794 37 IMPOST STIFFENER 1 X 3 23 CUSTOM MULLION -•'{ 1.000 r-• a.125 1 X 3 STD. MULLION .720 .125 2.000 • •OCH• • • • • • • • OPTIONAL• • • • • • 11,2 • • • 2.750 TMp •.1••• • •• • • Ed. • -IF-4 • • • • • • • • • •• • • •• _ 3.750 • • •• •• • • • • • • • 24 MULLION CUP •• • • J'RODUCT REV1Sa7 a% ^-emdy.14 with the Florida BtAidiog Cade Acccptanee 14o Er.Fieatwn Date B� • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Dade Product �vV tat L:, tn ao 0 to 1 0 U S-5000 ALUM OUTSWING CASEMENT WDW. (LM.I. FAX. (305) 638-5158 0 4, d 9 NO CHANGE THIS SHEET 0 a UPDATED TO 2017 FBC a 0 8 B 0 5 1 drawing no. W08-08 sheet 7 of 10 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPTAER/REMARLE \� AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) c TEL (305) 264-8100 FAX (305) 2626978 . •r [ COMP-ANL\W08-08ESW] 1 ES5001 1 FRAME' HEAD 6063-T6 - 2 65001 1 FRAME SILL 6063-T6 - 3 E55001 1/ VENT/ FRAME JAMB -HINGE SIDE 6063-T6 - 4 ES5001 1/ VENT FRAME JAMB -LATCH SIDE 6063-T6 -12 5 65002 1/1VENT VENT TOP RAIL 6063-T6 - 6 65002 /1/ VENT VENT BOTTOM RAIL 8063-T6 - 7 E55002 / 1/ VENT VENT SIDE RAIL -HINGE SIDE 6063-T6 - 8 65002. 1/ VENT VENT SIDE RAIL -LATCH SIDE 6063-T6 - 9 65004 2/ VENT SNUBBERS, 2-1/2" LONG 6063-T6 - 10A E51103 AS REOD. GLAZING BEAD (LAM. GLASS) 6063-T5 - 108 / - AS REOD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T5 - IOC / ES1008 AS REOD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 11 / 27-425 AS RECD. GLAZING GASKET EPDM DUROMETER 60 SHORE 'A' 11A" ES1010 AS REOD. GLAZING WEDGE SOFT PVC DUROMETER *65 SHORE 'A' )2 - AS RECD. FRAME & VENT ASSEMBLY SCREWS - #10 X 1-1/2- PH SMS /13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - j8 X 1/2" PH SMS / 14 E202 AS REOD. OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB) - DUROMETER 65 SHORE 'A' 15 65005 AS REOD. INNER WEATHERSTRIPPING EPOM DUROMETER 60 SHORE 'A' ( 16 PJS40-SS AS REOD. CORNER LOCK ST. STEEL SULWAN & ASSOCIATE l(S-5000 ALUM OUTSWING CASEMENT WDW. (L.M.I.) E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 638-5151 FA/C. (305) 638-5158 17 301SS 2/ VENT 4 BAR HINGES -HEAVY DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - #10 X 1/2' PH SMS 18A - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - 110 X 1/2' PH SMS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS) - TRUTH HARDWARE 19A NOVA 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2' FROM ENDS) - INTERLOCK 20 - 4/ OPER. OPERATOR MOUNTING SCREWS - #10-24 X 3/8' PH SMS 20A - 8/ OPER. OPERATOR MOUNTING SCREWS - #8 X 1/2' FH SMS 21 30175 1/ OPER. 13-3/4' LONG TRACK ST. STEEL TRUTH HARDWARE 21A - 1/ OPER. OPERATOR TRACK ST. STEEL INTERLOCK 22 - 2/ TRACK TRACK MOUNTING SCREWS - #10 X 3/8' PH 55 SMS 22A - 3/ TRACK TRACK MOUNTING SCREWS - /8 X 1/2' EH SMS 23 - AS RE00. 1X3 CUSTOM MUWON 6063-T6 - 23A - AS RE00. 1X3 STANDARD MUWON 6063-T6 - 24 - AS RE00. MUWON CUP 6063-T6 - 25 27-372 2/ UTE SETTING BLOCK, 7/16' X 3/16' X 3-1/2" LONG EPOM AT 6' FROM EACH END, DUROMETER 75±5 SHORE A ( CLASS SPACER ADOE0 UPDATED TO 2014 FBC REV. PER RER COMMENTS UPDATED TO 2017 FOC 25A - 2/ LITE SETTING BLOCK, 5/16' X 5/8" X 4' LONG EPDM AT 6" FROM EACH END, DUROMETER 75±5 SHORE A 26 - 8/ UTE TAPE SPACER (1/4' X 1/21 FOAM AT 6' FROM GLASS ENDS 30 - OPTIONAL 5/16' BOX SCREEN - - 33 ES5009 2/ VENT ANTI SAG SKATE, 2" LONG NYLON/CELCON M&M PLASTICS 34 — 2/ SKATE SKATE MOUNTING SCREWS - /6 x 1/2" PHSMS1 36 ES5003 1 IMPOST 6063-T6 37 ES5O10 AS ROD. IMPOST STIFFENER 6063-T6 MULTI -POINT LOCK MECHANISM INTERLOCK 45 CL01-0500 - 46 - - LOCK FASTENER PLATE - L•„"' F■■T1 47 - 2/ LOCK LOCK FASTENER SCREWS THREAD FORMING SEALANTS: --, SNAP ON COVER - / ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS ommmi1 48 CL01-2250-XXX - 49 cl01-1050-XXX - SNAP ON HANDLE - • • • • • • • IF • • •SEALWA WRH CLEAR/ALUMINUM COLORED SEALANT. 50 - - GUIDE (ACETAL) - • • • • • • • • �'1 C100©1:1, 51 - - KEEPER (ACETAL) - • • • • •,• •• • • • • ppU('F REVISED\\\111111 /rrr dace: 01-2331I1 scale: 1/2- - 1' dr. by TARIO elk. by: 52 - - LOCK BAR (304 ST/ST) - •• •� •• • • • • ca!N Iy 8P*'i��Fb� \ AP'{ 72xi' ES-5017 AS REOD. FLUSH FRAME ADAPTER 6063-T5 OPTIONAL :�, :Code ,"A,jb. A� `' �",• ' - 54 - 1/ VENT LOCKING HANDLE - SUWVAN & ASSOC. Accepwnc= Expiration Date F7211r[I✓ 'ti 55 - 2/ VENT LOCKING CAM (AT 11-1/2' & 50-1/r FROM BOTTOM) - SUWCAN & ASSOC. A. t r 56 - 2/ LOCK LOCK MOUNTING SCREWS - #6-32 x 1/2 PH MS • • • • • • • Tt`., Dan, Product eF I T� 013 1/VENT LOCK HANDLE/CAM CONNECTOR - 1/4" x 1/2' ALUM. • • • • • • • •• j. • • • • 1 : ' Le-57 t I drawing no. W08-08 58 ES50 2/ BAR CONNECTOR SCREWS _. - CUSTOM • • •• •r•--t • • ••• • �® '• • • • • • "` '1? STATE OF 59 CS-200K-55 2/ VENT KEEPERS (AT 12' & 51' FROM BOTTOM) ST STEEL SULLIVAN SOC. • • • • • • • • " �i� ix777sj C9� .... 60 - 2/ KEEPER MOUNTING SCREWS - 3/8" PH SMS /� NA4. 04,xV (sheet 8 of 10) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • (01.l0 6 laays 80-20M ou 6u!mwp 9o—cz-10 :.pop] 0 g 133NS SIHL 3ONVHO ON 99LQ-9C9 (90C) 'XV D g. S-5000 ALUM OUTSWING CASEMENT WDW. (L.M.I.) n'"0) • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• 71 • • • • •• • •• • • • • • •• • • •• • • -• • • • • • Rv • • • •• • • ��• • ••• • 00Q ueuee:dxg `Yo'gll c•61 *Ng °�`taan.ndo.,ng se • ePFW(3 asp ytu+&nAtduwa sa • • ®SI3 .i.3naopd • lcdd *rya • • • •• •• • • •• • • • • • • • •• 83N2J00 1NEA 83N2100 1SOdWl MULLION LOAD CAPACITY - PSF WINDOW DIMS. WIDTH (W) 26-1/2' 37' 42" 45' 48" 53-1/8' 62' 26-1/2' 37' 42' 45' 48' 53-1/8' 62' 26-1/2" 37' 42' 45' 48" 53-1/8" 26-1/2" 37" 42' 45' 48" 51' 74-1/4" I X 3 STD. MULL EXT.(+) INT.(-) I x 3 CUSTOM MULL EXT.(+) INT.(-) MULLION LOAD CAPACITY - PSF WINDOW DIMS. WIDTH (W) 54" 60" 62" 54" 60' 62' 30" 36' 42' 48' 54' 59' 30' 36" 42' 48' 54' 30" 36" 42" 48" 51' NOTES' 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE N0.4 4. LOWER VALUES FROM STEPS 1, 2 OR 3 "" TO ENTIRE ST]ILM. SERIES 5000 CASEMENT WINDOW WINDOW WIDTH CASEMENT 1 X 3 S1D. MULL EXT.(+) INT.(-) 1 X 3 CUSTOM MULL EXT.(+) INT.(-) SERIES 5000 CASEMENT WINDOW EXTERIOR - WINDOW WIDTH TO CASEMENT MULLION CLIPPED MULLIONS TYPICAL ANC ORS 4 PER • P SEE SHE FOR DESCRIPRO SERIES 50•• CASEMENT WINDOW _SERIES 5100 FlXFn WINnn8 •(LA. " 1 • • • • • • • • • • • • • 410Y • • • IXTEIRIOR• • • • Lai • 1 • • • • • • • • • • WINDOW WIDTH • • • WINDOW WIDTH• - • • • . • • • i • •• • •• • CASEMENT TO FIXED MULLION • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • i / TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO 0R MORE WINDOWS • • ```tttl 11 11 11/TAA77 • • • • PRODUCTsRE:ISFD ' ..• ....4 re Building itgi w:1h Nn FimiAA �� ...•'" EM Building Cole Acceptance No ".-0 r ' - Eepiranon late Irli1KClc+ .G *e4e Prodocd 0 %n `u 0 •0 cc 2 2 8 2w g UPDATED TO 2017 FBC 3 0 a. U FAX. (305) 638-5158 drawing no. W08-08 sheet 10 of 10 ) • M IAM I•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION TANCE (NOAI MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Qov/economy ES Windows LLC 3550 NW 49`h Street Miami, FL 33142 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In' Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the•right to have this product or material tested for quality assurance purposes. If this proQygt or mateth1•tails to • • perform in the accepted manner, the manufacturer will incur the expense of such testing and th,,QHi may • immediately revoke, modify, or suspend the use of such product or material within.ts.jurisdiction. RER . reserves the right to revoke this acceptance, if it is determined by Miami-Dade-pountx Produce Gontrol . • Section that this product or material fails to meet the requirements of the applicable brtifding codes • • • • This product is approved as described herein, and has been designed to comply vv'itli tfld Flori •16tij1ding .. .. .. • Code, including e High Velocity Hurricane one. DESCRIPTION Clipped, Extruded Aluminum Tube Mullion — L. . . • •. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mu11rons' heets•1 through 9 • of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq CorporgtTon,•signed'atvXSealed • by Javad Ahmad, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expirati n-dat�iami—made County Product Control Section. MISSILE IMPACT RATING Large and SmaliMissile Impact Resistant / LABELING: Each unit shall bear a permanent taber wttfrfhe manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered afters renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed, in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0731.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 18-0205.0 Expiration Date: September 16, 201 Approval Date: March 08, 201 1 • • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ' • • •• 2) Uniform Static Air Pressure Test, Loading pa • 4 t TAS M94 • 3) Water Resistance Test, per FBC, TAS 202-94 • • ••• • 4) Large Missile impact Test'per FBC, TAS 204.94•• . 5) Cyclic Wind Pressure Loading per FBC, TAS'203 94 :•. • • • • 6) Forced Entry Test, Type "D-A" fixed window,•Made 10', Ll'el LV . . 1 per ASTM F 588-04, Side -Hinged Doo0y4tems per;:A;1MA 1304-02 and per FBC 2411.3.2.1, TAS 202-4..... . .- along with marked -up drawings and installation diagram of windows:mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.• FTL-5810, dated* • 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 067d9/03, all. biped and' • sealed by Joseph Chan, P.E. (Submitted under NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 09/01/09 and updated on 07/10/14 to comply with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted partially under NOA# 09-0825.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. E-1 l/ //A fit. Product Control Exa der NOA No. 18-0205.05 Expiration Date: September 16, 2019 Approval Date: March 08, 201 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), and of no financial interest, dated July 10, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 04-0712.01) G. OTHERS •••• • . 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows; for their Series Aluminum Tube Mullions — L.M.I., approved on 05/31/12 and expi4g on 6941.6i•14. • • • • • • • • •• .• • • • • • • • • • • •• • •••• • • • •• • • • • •• • • • • ez, P.E. NOA No. 18-0205.05 xpiration Date: September 16, 2019 Approval Date: March 08, 2018 E-2 • • • • • • ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS •• • • •• 1. Anchor verification calculations and structural analysis, comply gv:th FBr, i!' • Edition (2017), dated 01/12/18, prepared by Al-Farooq CorporaticsigneQ.z,tid: • sealed by Javad Ahmad, P.E. • D. QUALITY ASSURANCE 1. •••• •.. • • •• .. • • • • • . • .. Miami -Dade Department of Regulatory and Economic Resourca(,iER) • • • • E. MATERIAL CERTIFICATIONS 1. None. • • • • • • • • • • • ▪ • •• • •• • • • • .• •• • F. STATEMENTS 1. Statement letter of conformance; complying with FBC 6th Edition (2017), and of no financial interest, dated January 12, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0731.06, issued to ES Windows, LLC for their Extruded Aluminum Tube Mullion -L.M.I.; approved on 09/16/14 and expiring on 09/16/19. uc on ro xa er NOA No. 18-0205.05 Expiration Date: September 16, 2019 Approval Date: March 08, 2018 E-3 MUWON STSIEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVEC IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). L ALL GLAZI MUST MEET THE rm-ocntl UILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMrTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WRH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDMONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL INSTRUCTIONS. USE CHARTS AND GRAPHS AS FOLLOWS. � • • STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 • • • • • FOR PARTICULAR OPENING. STEP 2 USE MNAII-DADE COUNTY APPROVED GLAZING PRODUCTS •• ••• •• • • • ID* MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH • • • • • • • • • • STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • • • • • • • • • • IN STEP 1 ABOVE. ••• • •• •• • AN • • •• •• •• • • USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS • • eh* • • • • • • STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING • • • • • • • MORE MAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TUBULAR SHAPES ALLOY = 6063-T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING •• ••• • • • • • •• • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • Miami OF TONAL e�i N"1111111% 3 0 0 f i 0 8 cPOPP 4�0 rAgg n' O a 0 0 drawing no. M04-04 (sheet 1 of 9 3.000 1.000 - .125 } -.125 TY = .950 IN\4 Ss = .634 IN\3 1 X 3 STD. MULLION 6063-T6 4.000 1.000 Et- .125 } -.125 = 2.037 IN\4 S = 1.018 IN\3 1 X 4 STD. MULLION 6063-T6 3.000 338 .338 -.125 3.000 Ix = 1.466 IN\4 Sx - .977 IN\3 1 X 3 CUSTOM MULUON 6063-T6 2.000 -1_[--.125 } -.125 Ix = 1.467 IN\4 Sx = .978 IN\3 2 X 3 STD. MULUON 6063-T6 6 -1 1.000 .323 4.000 } .323 4.000 -.125 Ix = 2.975 IN\4 Sx = 1.487 IN\3 1 X 4 CUSTOM MULUON 6063-T6 2.000- 1i 125 Ix = 2.976 IN\4 Sx = 1.488 IN\3 2 X 4 STD. MULUON 6063-T6 -.125 125 2.000 L V--2.000-1 Ed - MIN. EDGE DIST. 1/2" FOR 1/4' DIA ANCHORS 5/8" FOR 5/16' DIA. ANCHORS ANGLE CLIP 6063-T5 5.000 2.000 1--2.000--I .125 } 6.000 Ix = 5.204 IN\4 Sx = 2.082 IN\3 2 X STD. ULLION 6063 _T6- .125- -.125 .720 j-- 2.000--Li.125 IY = 8.276 IN\4 Sx = 2.758 IN\3 2 X 6 STD. MULLION 6063-T6 2.750 3.750 NOTCH OPTIONAL 1/2" TYP. Ed = MIN. EDGE DIST. Ed. 1/2" FOR 1/4" DIA. ANCHORS 5/8' FOR 5/16" DIA ANCHORS MULUON CUP •• • • • f06IN- T6 • • • •• •• • • • • • • • • • • . • • • • • • • • } -.125 .156 TYP.- 6.000 2.000--1_1-.250 } -.250 x = 15.203 IN\4 Sx = 5.068 IN\3 2 X 6 HEAVY MULLION 6063-T6 -1.690 -- 1.405 3.250 4.500 NOTCH OPTIONAL Ed - MIN. GE DIST. 1/2' FOR /4' DIA ANCHORS 5/8" FO• 5/16" DIA. ANCHORS MULLION CUP 6063-T6 Li. ODUCT Rwish the Florida es EVISED cemdYldios rN�B p • • • • • • • • • EaI'' T'8��7 h • • • • • A.♦eW� • • •• 6 • •• • • • • . .• • • • D• •• • TE OF Ails1• :%��. S"•‘‘ ''�nnn111` ALUMINUM TUBE MULLIONS 3 a m 2 m FAX. (305) 638-5158 0 n V g 0 5 5 5 0 UPDATED TO 2017 FBC 0 5 drawing no. M04-04 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • sheet 2 of 9 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) 4 U Ng TN IIIII MULLION\M04-04ESW �) 1 X 3 CUSTOM 1 X 4 CUSTOM 1 X 3 CUSTOM 1 X 4 CUSTOM 1 X 3 CUSTOM 1 X 4 CUSTOM WINDOW WIDTH (W) DIMS. MULL SPAN 1 X 3 STD. 1 X 4 STD. 2 X 3 STD. 2 X 4 STD. 2 X 5 STD. 2 X 6 STD. 2 X 6 HEAVY WINDOW WIDTH (W) DIMS. MULL SPAN 1 X 3 STD. 1 X 4 STD. 2 X 3 STD. 2 X 4 STD. 2 X 5 STD. 2 X 6 STD. 2 X 6 HEAVY WINDOW WIDTH (W) DIMS. MULL SPAN 1 X 3 STD. 1 X 4 STD. 2 X 3 STD. 2 X 4 'STD. 2 X 5 STD. 2 X 6 STD. 2 X 6 HEAVY AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 284 3100 FAX. (305) 26243978 19-1/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 75.3 143.0 116.2 150.0 150.0 150.0 150.0 19-1/8" - 38.2 27.5 55.9 97.7 150.0 150.0 26-1/2" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 54.3 103.2 83.9 146.6 150.0 150.0 150.0 26-1/2' - 27.6 - 40.3 70.5 110.8 150.0 30" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 30' 48.0 91.1 74.1 129.5 150.0 150.0 150.0 30' - 24.4 - 35.6 62.3 97.9 150.0 37' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 37' 38.9 73.9 60.1 105.0 150.0 150.0 150.0 37" - - - 28.9 50.5 79.3 145.1 42' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 42' 34.3 65.1 52.9 92.5 142.5 150.0 150.0 42" - - - 25.4 44.5 69.9 127.8 48' 38-3/8" 140.6 150.0 150.0 150.0 150.0 150.0 150.0 48' 74-1/4' 30.0 57.0 46.3 81.0 124.7 150.0 150.0 48" 120' - - - 22.3 38.9 61.2 111.9 54' 124.9 150.0 150.0 150.0 150.0 150.0 150.0 54' 26.7 50.6 41.2 72.0 110.8, 146.2 150.0 54' - - - - 34.6 54.4 99.4 60' 112.5 150.0 150.0 150.0 150.0 150.0 150.0 60' 24.0 45.6 37.0 64.8 99.7 131.6 150.0 60' - - - - 31.1 48.9 89.5 66' 102.2 150.0 150.0 150.0 150.0 150.0 150.0 66' 21.8 41.4 33.7 58.9 90.7 119.6 150.0 66' - - - - 28.3 44.5 81.4 72' 93.7 149.3 142.0 150.0 150.0 150.0 150.0 72" 20.0 38.0 30.9 54.0 83.1 109.7 150.0 72" - - - - 26.0 40.8 74.6 19-1/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 52.0 110.4 80.3 150.0 150.0 150.0 150.0 19-1/8' - 28.7 20.7 42.0 73.4 116.8 150.0 26-1/2' 143.9 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 37.5 79.7 57.9 113.0 150.0 150.0 150.0 26-1/2' - 20.7 - 30.3 53.0 84.3 150.0 30" 1 150.0 150.0 150.0 150.0 150.0 150.0 30" 33.2 70.4 51.2 99.8 150.0 150.0 150.0 30" - - - 26.8 46.8 74.4 136.7 37' 103.0 150.0 150.0 150.0 150.0 150.0 150.0 37' 26.9 57.1 41.5 81.0 125.6 150.0 150.0 37" - - - 21.7 37.9 60.3 110.9 42' 144.4 137.1 150.0 150.0 150.0 150.0 42' 23.7 50.3 36.5 71.3 110.6 145.9 150.0 42' - - - - 33.4 53.2 97.7 ALUMINUM TUBE MULLIONS �j E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 638-5151 FAX. (305) 638-5158 48" 50-5/8" 79.4 126.4 119.9 150.0 150.0 150.0 150.0 48" 84" 20.7 44.0 32.0. 62.4 96.8 127.6 150.0 48' 132" - - - - 29.3 46.5 85.5 54' 70.6 112.3 106.6 150.0 150.0 150.0 150.0 54' - 39.1 28.4 55.5 86.0 113.5 150.0 54' - - - - 26.0 41.4 76.0 60' 63.5 101.1 95.9 144.4 150.0 150.0 150.0 60" 35.2 25.6 49.9 77.4 102.1 150.0 60' - - - - 23.4 37.2 68.4 66' 57.8 91.9 87.2 131.3 150.0 150.0 150.0 66' - 32.0 23.3 45.4 70.4 928 150.0 66' - - - - 21.3 33.8 62.1 72' 53.0 84.2 80.0 120.4 150.0 150.0 150.0 72' - 29.3 21.3 41.6 64.5 85.1 150.0 72" - - - - 31.0 57.0 19-1/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 34.8 74.7 53.8 109.1 150.0 150.0 150.0 19-1/8' - - - 32.3 56.5 89.9 150.0 26-1/2' 108.6 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 25.1 53.9 38.8 78.7 133.2 150.0 150.0 26-1/2" - - - 23.3 40.8 64.9 119.2 30' 95.9 150.0 144.6 150.0 150.0 150.0 150.0 30' 22.2 47.6 34.3 69.6 117.7 150.0 150.0 30' - - - 20.6 36.0 57.3 105.3 37' 77.8 123.6 117.2 150.0 150.0 150.0 150.0 37" - 38.6 27.8 56.4 95.4 125.8 150.0 37" - - - - 29.2 46.5 85.4 42" 68.5 108.9 103.3 150.0 150.0 150.0 150.0 42' - 34.0 24.5 49.7 84.1 110.8 150.0 42' - - - - 25.7 41.0 75.2 48" 58' 60.0 95.3 90.4 135.9 150.0 150.0 150.0 48" 96' - 29.8 21.4 43.5 73.5 97.0 150.0 48' 144' - - - - 22.5 35.8 65.8 54' 53.3 84.7 80.3 120.8 150.0 150.0 150.0 54' - 26.5 - 38.6 65.4 86.2 150.0 54" - - - - 20.0 31.9 58.5 60' 48.0 76.2 72.3 108.7 150.0 150.0 150.0 60' - 23.8 - 34.8 58.8 77.6 142.0 60' - - - - - 28.7 52.7 66' 43.6 69.3 65.7 98.9 150.0 150.0 150.0 66' - 21.6 - 31.6 53.5 70.5 129.0 66' - - - _ - 26.1 47.9 72' 40.0 63.5 60.2 90.6 137.8 150.0 150.0 72' - - - 29.0 49.0 64.6 118.3 72' - - - - - 23.9 43.9 19-1/8' 123.3 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' - 52.5 37.8 76.6 134.0 150.0 150.0 I by I description REV. PER DCCO COMMENTS NO CHANGE THIS SHEET UPDATED TO 2014 FOC UPDATED TO 2017 FRC 89.0 145.3 137.3 150.0 150.0 150.0 150.0 26-1/2' - 37.9 27.3 55.3 96.7 137.7 150.0 ARCHES TO BE INSCRIBED HORIZONTAL MULLION - FCTANGULAR SHAPE 30' 78.6 128.4 121.3 150.0 150.0 150.0 150.0 30' - 33.4 24.1 48.9 85.5 121.7 150.0 37- 63.7 104.1 98.3 148.3 150.0 150.0 150.0 37' - 27.1 - 39.6 69.3 98.7 150.0 -" GLAZ NG ` 42' 56.1. 91.7 86.6 130.7 150.0 150.0 150.0 42" - 23.9 - 34.9 61.0 86.9 150.0 PRODUCT 9: 48' 63' 49.1 80.2 75.8 114.3 150.0 150.0 150.0 48" 108' - 20.9 - 30.5 53.4 76.0 139.1 _ VERTICAL MUWON W2 IL 54" 43.7 71.3 67.4 101.6 150.0 150.0 150.0 54' - - - 27.1 47.5 67.6 123.7 60' 39.3 64.2 60.6 91.5 139.7 150.0 150.0 60' - - - 24.4 42.7 60.8 111.3 GLAZING GLAZING 66" 35.7 58.4 55.1 83.1 127.0 150.0 150.0 66' - - - 22.2 38.8 55.3 101.2 PRODUCT PRODUCT 72" 32.7 53.5 50.5 76.2 116.4 150.0 150.0 72' - - - 20.4 35.6 50.7 92.7 GLAZING PRODUCT GLAZING PRODUCT ALL LOADS ARE EXT.(+)/INT.(-). o' 40PI «. $oo m _ o NOTE: • • W1 1 W2 MULLION SPAN Ja u u z • • • • • • • • . MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • • • • • • • 11L 111f • • •• • • • • 11 f VERTICALLY OR HORIZONTALLY. • • • iiAi�7 (INTERPOLATION BETWEEN WIDTHS ALLOWED) • •• • T1Wi0RL MUiUaN AR�AffG S :�P' EN • [data: 04-26-04 (scalp. dr. by. TARIO (chk. by. w1 + W2PRODUCT WIDTH REVISED _ ANCHORS TYPE 'D' AND 'E' APPLICABLE TO (W) - 2 4ScamP1ra9with OnFl°" ,1 ^�^ _• 4", 5" AND 6" TUBE MULLIONS. • • • • • • • • • • • • • ACC° o4.'Code -05 05• ' drawing no. M04-04 ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS • • ••• • • • •• • • E. ' Dec. ?I O•• jq( • • •• • • • ;B AIAL sheet 3 of 9 • • • •• M , 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 0041 • • IN 1� (i y r MULLION \M04-04ESWJI DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E F G WIDTH (W) MULL SPAN A B C D E F G WIDTH (W) MULL SPAN A B C D E F G AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264-8100 FAX. (305) 26269713 19-1/8' 150.0 150.0 150.0 150.0 150.0 117.7 150.0 19-1/8" 103.0 150.0 140.8 150.0 150.0 60.8 121.7 19-1/8" 63.7 127.5 87.1 150.0 150.0 37.6 75.3 26-1/2" 143.9 150.0 150.0 150.0 150.0 85.0 150.0 26-1/2" 74.4 148.7 101.6 150.0 150.0 43.9 87.8 26-1/2' 46.0 92.0 62.9 125.7 146.4 27.2 54.3 30" 127.1 150.0 150.0 150.0 150.0 75.0 150.0 30' 65.7 131.4 89.7 150.0 150.0 38.8 77.6 30' 40.6 81.3 55.5 111.0 129.3 24.0 48.0 37' 103.0 150.0 140.8 150.0 150.0 60.9 121.7 37" 53.3 106.5 72.8 145.5 150.0 31.4 62.9 37" 33.0 65.9 45.0 90.0 104.8 - 38.9 42' 90.8 150.0 124.0 150.0 150.0 53.6 107.2 42" 46.9 93.8 64.1 128.2 149.2 27.7 55.4 42" 29.0 58.1 39.7 79.3 92.3 - 34.3 48" 38-3/8" 79.4 150.0 108.5 150.0 150.0 46.9 93.8 48' 74-1/4' 41.1 82.1 56.1 112.2 130.6 24.2 48.5 48' 120' 25.4 50.8 34.7 69.4 80.8 - 30.0 54" 70.6 141.2 96.5 150.0 150.0 41.7 83.4 54' 36.5 73.0 49.8 99.7 116.1 21.5 43.1 54' 22.6 45.2 30.8 61.7 71.8 - 26.7 60' 63.5 127.1 86.8 150.0 150.0 37.5 75.0 60' 32.8 65.7 44.9 89.7 104.5 - 38.8 60" 20.3 40.6 27.8 55.5 64.6 - 24.0 66' 57.8 115.5 78.9 150.0 150.0 34.1 68.2 66" 29.9 59.7 40.8 81.6 95.0 - 35.3 66' - 36.9 25.2 50.5 58.8 - 21.8 72' 53.0 105.9 72.3 144.7 150.0 31.3 62.5 72' 27.4 54.7 37.4 74.8 87.1 - 32.3 72' - 33.9 23.1 46.3 53.9 - 20.0 19-1/8" 150.0 150.0 150.0 150.0 150.0 89.2 150.0 19-1/8" 91.1 150.0 124.4 150.0 150.0 53.8 107.6 19-1/8" 58.0 115.9 79.2 150.0 150.0 34.2 68.4 26-1/2" 109.1 150.0 149.0 150.0 150.0 64.4 128.8 26-1/2" 65.7 131.5 89.8 150.0 150.0 38.8 77.6 26-1/2" 41.8 83.7 57.1 114.3 133.0 24.7 49.4 96.3 150.0 131.6 150.0 56.9 113.8 30' 58.1 116.1 79.3 150.0 150.0 34.3 68.6 30" 36.9 73.9 50.5 100.9 117.5 21.8 43.6, 30' 37' 78.1 150.0 106.7 150.0 150.0 46.1 92.3 37' 47.1 94.1 64.3 128.6 149.7 27.8 55.6 37" 30.0 59.9 40.9 81.8 95.3 - 35.4 42' 68.8 137.6 94.0 150.0 40.6 81.3 42' 41.5 82.9 56.7 113.3 131.9 24.5 49.0 42" 26.4 52.8 36.1 72.1 83.9 - 31.2 48' 80-5/8" 60.2 120.4 82.3 150.0 150.0 35.6 71.1 48" 84' 36.3 72.6 49.6 99.1 115.4 21.4 42.9 48' 132" 23.1 46.2 31.5 63.1 73.5 - 27.3 ALUMINUM TUBE MULLIONS E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL. (305) 638-5151 FAX. (305) 638-5158 54" 53.5 107.0 73.1 146.2 150.0 31.6 63.2 54" 32.3 64.5 44.1 88.1 102.6 - 38.1 54' 20.5 41.1 28.0 56.1 65.3 - 24.2 60" 48.2 96.3 65.8 131.6 150.0 28.4 56.9 60" 29.0 58.1. 39.7 79.3 92.3 - 34.3 60" - 36.9 25.2 50.5 58.8 - 21.8 66" 43.8 ' 87.6 59.8 119.6 139.3 25.9 51.7 66' 26.4 52.8 36.1 72.1 83.9 - 31.2 66" - 33.6 22.9 45.9 53.4 - - 72' 40.1 80.3 54.8 109.7 127.7 23.7 47.4 72' 24.2 48.4 33.0 66.1 77.0 - 28.6 72" - 30.8 21.0 42.1 49.0 - - 19-1/8' 131.9 150.0 150.0 150.0 150.0 77.9 150.0 19-1/8" 79.7 150.0 108.9 150.0 150.0 47.1 94.1 19-1/8" 53.1 106.2 72.6 145.2 150.0 31.4 62.7 26-1/2" 95.2 150.0 130.0 150.0 150.0 56.2 112.4 26-1/2" 57.5 115.0 78.6 150.0 150.0 34.0 67.9 26-1/2" 38.3 76.7 52.4 104.8 122.0 22.6 45.3 30' 84.1 150.0 114.9 150.0 150.0 49.7 99.3 30" 50.8 101.6 69.4 138.8 150.0 30.0 60.0 30" 33.9 67.7 46.3 _ 92.5 107.7 20.0 40.0 37" 68.2 136.4 93.1 150.0 150.0 40.3 80.5 37" 41.2 82.4 56.3 112.5 131.0 24.3 48.6 37" 27.5 54.9 37.5 75.0 87.4 - 32.4 42" 60.1 120.1 82.0 150.0 150.0 35.5 70.9 42' 36.3 72.6 49.6 99.1 115.4 21.4 42.9 42' 24.2 48.4 33.0 66.1 77.0 - 28.6 48" 58' 52.6 105.1 71.8 143.6 150.0 31.0 62.1 48' 96' 31.8 63.5 43.4 86.8 101.0 - 37.5 48" 144" - 42.3 28.9 57.8 67.3 - 25.0 54' 46.7 93.4 63.8 127.6 148.6 27.6 55.2 - 54' 28.2 56.4 38.6 77.1 89.8 - 33.3 54' - 37.6 25.7 51.4 59.9 - 22.2 60' 42.0 84.1 57.4 114.9 133.7 24.8 49.7 60' 25.4 50.8 34.7 69.4 80.8 - 30.0 60' - 33.9 23.1 46.3 53.9 - 20.0 66- 38.2 76.4 52.2 104.4 121.6 22.6 45.1 66' 23.1 46.2 31.5 63.1 73.5 - 27.3 66' - 30.8 21.0 42.1 49.0 - - 72' 35.0 70.1 47.9 95.7 111.4 20.7 41.4 72' 21.2 42.3 28.9 57.8 67.3 - 25.0 72' - 28.2 - 38.6 44.9 - - 19-1/8' 121.4 150.0 150.0 150.0 150.0 71.7 143.4 19-1/8" 70.8 141.7 96.8 150.0 150.0 41.8 83.7 ANCHOR TYPES HORIZONTAL MUWON 26-1/2" 87.6 150.0 119.7 150.0 150.0 51.8 103.5 26-1/2" 51.1 102.2 69.8 139.7 150.0 30.2 60.4 T HEAD SI description )^ REV. PER BCCO COMMENTS N0 CHANGE THIS SHEET UPDATED TO 2014 FHC UPDATED TO 2017 FBC / 37' 62.8 125.5 85.7 150.0 150.0 37.1 74.1 37" 36.6 73.2 50.0 100.0 116.5 21.6 43.2 F h G AT ONLY / 42" 55.3 110.6 75.5 150.0 150.0 32.7 65.3 42' 32.3 64.5 44.1 88.1 102.E - 38.1y \ \1 _ GLAZING 48' 63" 48.4 96.8 66.1 132.2 150.0 28.6 57.1 48" 108' 28.2 56.4 38.6 77.1 89.8 - 33.• \ PRODUCT �. u 3 54' 43.0 86.0 58.8 117.5 136.8 25.4 50.8 54- 25.1 50.2 34.3 68.5 79.8 - 2 6 VERTICAL MULLION i• ,v-. 60' 38.7 77.4 52.9 105.8 123.1 22.9 45.7 60' 22.6 45.2 30.8 61.7 71.8 - 6.7 z _ . 1 '( \ ANCHOR L 66" 35.2 70.4 48.1 96.1 111.9 20.8 41.6 66' 20.5 41.1 28.0 56.1 65.3 - 24.2 GLAZING GLAZING 3 a ETNL /1 72' 32.3 64.5 44.1 88.1 102.6 - 38.1 72' - 37.6 25.7 51.4 59.9 - 22.2 PRODUCT PRODUCT 3 N 3 1,"" ALL LOADS ARE EXT. +)/INT.(-).• T GLIDING PRODUCT GLAZING PRODUCT `o_mmm' NOTE' • • • • • • •' W1. W2 MUWON SPAN 2' 6©®11©. , ITI ANY ANCHOR CONDON SHOWN HEREIN MAY COVER • • • • LOCATIONS AT HEAD, SILL OR JAMB ENDS. •. . • • • FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. • •.YRIGAI &11i101t1. • • • • • • • • • • • • • • NCFtt�, ANCHOR T H C. SILL/JAMBS ``11PQ7 �` `I �P 0 T T77/' % 7 E s o b (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) - w1 + W2 first s •,> ^ :.• 2 _ - 'D' 'E' WIDTH (W) 2 PRODUCr REVISED i Florida - ANCHORS TYPE AND APPLICABLE TO • • •• • • • • • • o complying with thI 4", 5" AND 6" TUBE MULLIONS. • •• . . . . . •DuildiAg cods tg.0205.o 5 = _ drawing no. e M04-04 ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS . . . . . • • D� �7�c7v • . pP [y' • • • •• •e • •• •+�' �o�,: • • •• • • • I� %, ' • •••• G` • 1. �'�, ', • • • • • • Y. p, 1 ip;NVAL a `'s sheet 4 of 9 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • Ed. 1/4' DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) Ed. 1BY WOOD BUCK 11 11 II II 1 11 ILJI II1I J 1 I 1/4' DOA. ULTRACONS 2 PER CUP (1 ON EACH WING) ,e L 1/4' DIA ULTRACONS 1 PER ANGLE Liggit ItIP FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4' O.C. MIN. 2 PER ANGLE 2BY WOOD BUCK OR WOOD STRUCTURE ALTERNATE ANCHOR LOCATION 7r1 II 11 11 11 11 1 u n I LJI II II j J II II 11 11 II 11 U u I I I I I I 1/4' DIA. ULTRACONS 1 PER ANGLE 2X 2X 1/8' ALUM ANGLE FLOATING CUP SNUG FIT INSIDE MULL ANCHORS TYPE 'A' #14 SMS 1-3/4' 0.C. MIN. 2 PER ANGLE 11 11 11 II u u 2 X 2 1/8" ALUM MI Ed. 2 1/4" IN. 1/4' DLA. ULTRACONS 4 PER CUP (2 ON EACH WING) 1 BY WOOD BUCK Ed. 1' MIN. 1 II I 1111 I 11 LJ1 I II J I 1/4' DOA. ULTRACONS 4 PER CUP (2 ON EACH WING) IWO" '414 1/4 DLA. ULTRACONS BY •ELCO•• . ULTRACONS MAY BE HEX OR FLAP MEAD* • • • • SUBSTRATE Ed. = MIN. EDGE DIS i • • MIN. EMBEYMENT4 WOOD I. • 1-1' t • CONCRETE 2-1/2' • • 1.30ti • •. • 2 BY WOOD BUCK II 11 11 11 11 II 11 II ILJI II 11 1/4" DIA. ULTRACONS 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE II II I II II II II II U u I 1 I I I I 1/4' DLA ULTRACONS 2 PER ANGLE 2X 2X 1/8" ALUM ANGLE WIIME FLOATING CUP SNUG FIT INSIDE MULL ANCHORS TYPE 'B'' • •• • • • • • • • • • • • • • • • • • • • • • W000 s 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. CONCRETE = fc = 3000 PSI MIN. PRODUCT as • ••• • •••Build gW AU. CUPS AND ANGLES TO FIT SNUG ATO RUBE 11UWONS. • • • Acceptoce CUPS OR ANGLES CONNECTED DIRECTLP 4TO`•MASORRY TO BE •ROIEEnka*. CTED• E WITH ALKALJ-RESISTANT COATINGS, SUCt1 "i BRUAQNOUS lbw So • WATER-WHRE MEfHACRYLATE LACQUER. • • • • • • • • fy • • • • • SED ymg Yhthe Fluids 1B"-t5! te1 • c 2 M(. •� Nudl� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • #14 SMS 1-3/4' 0.C. MIN. 2 PER ANGLE II II II 11 U u I I I I I I 2X 2X 1/8" ALUM ANGLE Ai OF <( �♦ DR•1.rq� S,O' l4)" e 3 v 0 0 ct Z , W � o nU a2 2 8 0 3 drawing no. M04-04 (sheet 5 of 9 ) Ed. ALTERNATE ANCHOR LOCATION FLOATING CUP SNUG FIT INSIDE MULL /14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE 1/4" DIA ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'C' 2 X 2 X 1/LI" ALUM ANGLE 1/4 DIA. ULTRACONS BY iELCO' • ; ULTRACONS MAY BE HD( OR AT HEAD • 4 SUBSTRATE Ed. = MIN. EDGE DIST. 41N. EM1311M4T CONCRETE 2-1/2" • • 1.3fS • CONCRETE = f'c = 3000 PSI MIN. 2 X 2 x 1/8" ALUM ANGLE FLOATING CUP SNUG FIT INSIDE MULL /14 SMS 4 PER ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'D' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS • • • • •• • • • • • • • • • • • •• rRODUCT REVISED c; complyup with to Fluids w • • • S ��<pt s+ T4o t9- so5.o5 ALL CUPS AND ANGLES TO FR SNUG O RUBE UWONS. • • • CLIPS OR ANGLES CONNECTED DIRECTL =d MASO�RY TO BE �'BqO1ECfF•D ExpinuM D� WITH AUWJ-RESISTANT COATINGS, SUCj1. AS BRIJ N US 11 R'NNTO • • D WATER -WHITE METHACRYLATE LACQUER. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • A7E OF 0 C 0 0 .n 8 5 0 NO CHANCE THIS SHEET UPDATED TO 2017 FBC a aa 8 2.1 5 E drawing no. M04-04 sheet 6 of 9 ) 5/16" DL1. ULTRACONS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE 5/16' DIA. ULTRACONS FLOATING CUP SNUG FTT INSIDE MULL #14 SMS 4 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 5/16" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. 4, MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 3-1/8' 2' CONCRETE . re . 3000 PSI MIN. AU. CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS. SUCH AS BRUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. • • • • •• ••• • • • • • •t • • • • • •• ••• •• • • • •• PRODUCT REVISED s, canPLYin with ❑te F �' • ••• • ••• 4>,ad�s d4 bcpO 05 :4 t Atka • • • • • • • • • •• • • • • • • • • • ptoead • • •• • •4 • • STA OF ' 4 pi s ,f1 . Ek' 405, YS/ 1111A1 `1 t``` 000 • • • • • • • • • • • • • • • • • • • • 0•• • • • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • 0 0 In Z O 6 o- 0 v UPDATED TO 2017 FOC 0 8 drawing no. M04-04 sheet 7 of g • 1/4" DIA ULTRACONS 2 PER CUP (1 ON EACH WING) 1 PER ANGLE ALTERNATE ANCHOR LOCATION FLOATING CUP SNUG FR INSIDE MULL 2 X 2 X 1/8" ALUM ANGLE 1/4" DIA. ULTRACONS 2 1/4" MIN. TYP. ANCHORS TYPE 'F AT JAMBS ONLY #14 SUS 1-3/4" O.C. MIN. 2 PER ANGLE 1/4 DIA. ULTRACONS BY 'E Q�,^ ULTRACONS MAY BE HEX OR %AT ff_AD• • • • a. • SUBSTRATE Ed. = MIN. EDGE DIS. MIN. EMBE•MENTI MASONRY 2-1/2" . • 1-174 1/4' DIA ULTRACONS 4 PER CUP (2 ON EACH WING) 1/4" DIA ULTRACONS 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL g 2 X 2 X 1/8" ALUM ANGLE ANCHORS TYPE 'G' AT JAMBS ONLY • • • • •• • • • • • • • MASONRY - C-90 HOLLOW/FILLED ULUCK f � 200(? l Mlle • • • • AU. S AND DIRECTLTO FIT SNUG MTONRAM MUONS. LLTO CUPS ORANGLES CONNECTEDBE fit;1TECT®• WITH ALKALI —RESISTANT COATINGS. SUC 481TUM lOUS PAIN: O f • WATER —WHITE METHACRYLATE LACQUER. • • • • • • •. .. . • .. •�• #14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE PRODUCT REVISED . complying with the Plaids • • . Building Code ig.o..,= , • • • • • Acceptance No tp� • . • t. Eepuat Crate " : • �. ' • L • •• • • • • • Ily a• ,. Prod.•• • Mi- ••• • • • • • • • • • • • • • • • • 6 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TE OF 11 NAL NO‘ FAX. (305) 638-515 drawing no. M04-04 sheet 8 of g ) DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF �� RV IV MULLION\M04-04ESW) WINDOW DIMS. ANCHORS QUANTITY WINDOW DIMS. ANCHORS QUANTITY WINDOW DIMS. ANCHORS QUANTITY WIDTH (W) MULL SPAN 2 3 4 WIDTH (W) MULL SPAN 2 3 4 WIDTH (W) MULL SPAN 2 3 4 j14 SMS AL—FAROOQ CORPORATION ENGINEERS 84 PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL. (305) 2648100 FAX. (306) 262-6978 19-1/8" 150.0 150.0 150.0 19-1/8" 150.0 150.0 150.0 19-1/8" 93.7 140.5 150.0 2, 3 OR 4 ANCHORS METAL STRUCTURE OR 26-1/2' 150.0 150.0 150.0 26-1/2" 115.9 150.0 150.0 26-1/2" 67.6 101.4 135.2 SEE CHART FOR CAPACITY TUBE MUWON 30' 150.0 150.0 150.0 30' 102.4 150.0 150.0 30' 59.7 89.6 119.5 37" 150.0 150.0 150.0 37' 83.0 124.5 150.0 37" 48.4 72.6 96.9 42' 150.0 150.0 150.0 42" 73.1 109.7 146.3 42" 42.7 64.0 85.3 ilM 48" 38-3/8" 140.1 150.0 150.0 48' 84" 64.0 96.0 128.0 48" 144" 37.3 56.0 74.7 is Iris„ 54' 124.5 150.0 150.0 54" 56.9 85.3 113.8 54" 33.2 49.8 66.4 1 ' 60' 112.1 150.0 150.0 60' 51.2 76.8 102.4 60' 29.9 44.8 59.7 /10 FH DE 2/ SIDE 66" 101.9 150.0 150.0 66" 46.5 69.8 93.1 66" 27.2 40.7 54.3 1/8" THICK ALUM CHANNEL 72" 93.4 140.1 150.0 72' 42.7 64.0 85.3 72' 24.9 37.3 49.8 LENGTH TO FIT SNUG I 19-1/8" 150.0 150.0 150.0 19-1/8" 140.5 150.0 150.0 INTO MULWN I TUBE MUWON 26-1/2' 150.0 150.0 150.0 26-1/2' 101.4 150.0 150.0 I 30' 150.0 150.0 150.0 30" 89.6 134.4 150.0 TUBES MAY BE NOTCHED 37" 137.8 150.0 150.0 37" 72.6 109.0 145.3 AS SHOWN TO ALLOW INSTALLATION CA 42" 121.4 150.0 150.0 42" 64.0 96.0 128.0 WPLK JOINT ANGLE CAULK ASSEMBLY I 48" 50-5/8" 106.2 150.0 150.0 48" 96" 56.0 84.0 112.0 /14 FM SMS ALUMINUM TUBE MULLIONS E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL. (305) 638-5151 FAX. (305) 638-5158 J 54" 94.4 141.6 150.0 54' 49.8 74.7 99.6 METAL STRUCTURE 1-1/2" O.C. MIN. OR I I 60' 85.0 127.4 150.0 60' 44.8 87.2 89.6 ' ACCESS HOLE SEE CHART FOR CAPACITY TUBE MULLION TUBE 66" 77.2 115.8 150.0 66" 40.7 61.1 81.5 II I 72' 70.8 106.2 141.6 72" 37.3 56.0 74.7 \ill - aCv -J 19-1/8" 150.0 150.0 150.0 19-1/8" 124.9 150.0 150.0 26-1/2" 150.0 150.0 150.0 26-1/2" 90.2 135.2 150.0 30" 148.3 150.0 150.0 30" 79.6 119.5 150.0 37' 120.2 150.0 150.0 37' 64.6 96.9 129.2 i! 42" 105.9 150.0 150.0 42" 56.9 85.3 113.8 i'- 1 `- i I - " - 48" 58" 92.7 139.0 150.0 48" 108" 49.8 74.7 99.6 54" 82.4 123.6 150.0 54' 44.2 66.4 88.5 THIS SCREW CAN BE I #10 FH SMS I I 60" 74.2 111.2 148.3 60" 39.8 59.7 79.6 INSTALLED IN ERHER DIRECTION I I I 2 PER CUP I 66" 67.4 101.1 134.8 66' 36.2 54.3 72.4 t 4. W I 1 1 1" O.C. MIN. I 72' 61.8 92.7 123.6 72" 33.2 49.8 66.4 I I I 19-1/8" 150.0 150.0 150.0 19-1/8" 112.4 150.0 150.0 26-1/2" 150.0 150.0 150.0 26-1/2' 81.1 121.7 150.0 30" 136.5 150.0 150.0 30' 71.7 107.5 143.4 1-3/4"X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE) ' REV. PER BCCO COMMENTS NO CHANGE THIS SHEET UPDATED TO 2014 FBC UPDATED TD 2017 FBC 37" 110.7 150.0 150.0 37" 58.1 87.2 118.2 ALUM ANGLE 42" 97.5 146.3 150.0 42" 51.2 76.8 102.4 CUT TO FR SNUG INSIDE TUBE 48" 63" 85.3 128.0 150.0 48" 120' 44.8 67.2 89.6 54" 75.9 113.8 150.0 54" 39.8 59.7 79.6 ANCHORS DETAIL #1 60" 68.3 102.4 136.5 60" 35.8 53.8 71.7 ' 66" 62.1 93.1 124.1 66' 32.6 48.9 65.2 METAL TO METAL CONNECTION 72" 56.9 85.3 113.8 72" 29.9 44.8 59.7 19-1/8" 150.0 150.0 150.0 19-1/8' 102.2 150.0 150.0 #14 SMS/TEKS 1,,," 26-1/2' 131.1 150.0 150.0 26-1/2' 73.8 110.7 147.5 SUBSTRATE Ed. MIN. EDGE DIST. MIN. CL TO CL SPACING ;. ,o F1 30' 115.8 150.0 150.0 30" 65.2 97.7 130.3 METAL 5/8" 1/2" 37' 93.9 140.9 150.0 37" 52.8 79.3 105.7 METAL - 1/8" MIN. INK. STEEL Fy - 36 KSI MIN. E B©____©, 42" 52.7 124.1 150.0 42' 46.5 69.8 93.1 • = 8'♦♦MI : TH:.•tj1,1MINUM (6063-T6 MIN.) • • • • • • • : 48' 74-1/4" 72.4 108.6 144.8 48" 132" 40.7 61.1 81.5 • • • • 111111111/ ii7 (date: 04-26-04 isaa9: 3/8 - 1' ) (de. br• TARO (ahk. by: 1 54" 64.4 96.5 128.7 54" 36.2 54.3 72.4 • • • • • � 60' 57.9 86.9 115.8 60' 32.6 48.9 65.2 • • • • • • • • • • • • �.. 13 sF -'• 66" 52.7 79.0 105.3 66" 29.6 44.4 59.2 72" 48.3 72.4 96.5 72' 27.2 40.7 54.3 PRODUCT REVISED - :s cemWYin8 with the Ftoride • ••• • • • •• • • �1egCOd b2• • •• • • • • • • • • •piuonD<�drawing• • • • •• • • . • • • • • • • • • • • • • • • • • a ain Date Prodigal i.... :°5... i7 /OwA� iiiii/Iltt10. Rmts.•'��; � %• M04-04 sheet 9 of 9 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 4100 • • 11 f(aa yyttti -�' s..rw wY.ti.v-.e �.-71, yy� Picot DA otssn?M:. c' "rSii es & Professional<Reguiation :1`4+.k�..'"1.t' i wr '"•, »'r. -'�'3. " "� sue. d.pr 01 MCP l}." Tl,gy. ., Fi i��y`Fr• rr /m••5 i iPb: • j ;0 Poorn MOM' anuronrn yarn Division: BCIS Home I Log In I User Registratlun I Hot Topics I Submit surcharge I Stall a Facts I Publications ( FOC Staff I DOS Ski Map I Links I Search Product Approval USIA! Public User 2tsWLtLLtggl.4rtI.MABIt > Product PLAPDlIcatlon Scant , Apr,I gUojj l.Fsi u Application Oatell FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida'Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 0 American Shutter Systems Association, Inc. 4268 Westroads Drive • • West Palm Beach, FL 33407 • • • (561) 209-8263 • • • bfeeley©easternmeta I.com Bill Feeley Irodrlguez@eastern metal, com Shutters Accordion • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • cosiAer oarn • • • • • • • • • • • • • • • • • •• • • •• • • • • • •• • • • • • • • •• • • • • • •• • • • • •• • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Walter A. Tililt, Jr., P,E. PE-44167 National Accreditation and Management Institute 12/31/2018 John Henry Kampmann.Jr. 17 Validation Checklist - Hardcopy Received FL185.0R1 COI AMERjCAN u+L R.SYSTEMS INC.. 6RAWINCZI2.;102 CERTIFICATE OF INDEPENDENCE.PDE, atentiard ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 2005 2005 2002 1994 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 Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane protection. Limitt, 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 ASO load and 13-0' for 35 psf negative ASO Toad for one specific condition shown In span tables. See additional loads and spans on engineered drawings, Installation Instructions F 1BS0-Ri1 1LAhRtCAN' HL R �+YS J MS ASSOC INC. -DRAWING 17.=103 BERTHA HV g{ .ORDIDN'-cHSrrrFR SYST..PQE Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R31 AE AMERICAN SfiIITTER'SYSTEM$-AS$OCr: I>YC DRAWINGIZJ,Q3 PRE/CT EVALUATION RI;PORT.PDF • • • • Created by Independent Third Pa: Yet • • • • • • Pup: 1850.2 Bertha HV Accordion Shutter (Combo) - HVHZ - Drawing#17-102 Extruded aluminum Interlocking:bledes'outlined by &Fac? : (top and bottom) for storm protection • Limits of Use Approved for use In HVHZ: Approved for use outside Impact Resistant: Yes Design Pressure: N/A 'Others Large Missile Level psf positive ASD Toad w/o negative ASD load for HVL conditions Indicated on schedule 30 psf positive ASD load psf negative ASD load for sheets number 12, 25,`28 for other spans and pressures. Yes HVHZ: Yes "D". Max. span Is'13'•2' for30' window blade, 16' 0"'for 30. psf blade w/o wlndoW.biade'for #1, sheet 12. And 12'-3",for w/o window blade and 15'.5 for 30 HV2 blade w/o window: blade, See and 28Aof Installation drawings Installation Instructions ELI850 R11 11 'AMERICAILSHUTTlFi9li"6 MS. I • .0 DRAWING_17-102 BERTH . )iU rE1t • .'• • SYSTEM,PDF Verified By: American Test Lab oN9ostt f erlda Incy • • • • • Created by Independent Third'Pai:Yy� • • • i • Evaluation Reports FL1850.. gU AE AMERICAN SHUVIIER [d5, INC. • • „DRAWING 17-102 PRODUCT 8J i E • Created by Independent Third Pa : Yes • • • • • • • •• •• •• • • • v • `� 1850.3 Bertha HV Accordion Shutter - Blade 1 Only (HVHZ) - Drwg# 17- 122 Ex ed aluminum Interlocking blades retained by tracks (to nd bottom) for storm protection Limits of Use Approved for use In HVHZ: Yes for use outside HVHZ: Yes Yes Design Pressurei NA t Other: Large missihr level ' Centermates and locking red canfiguraUon for themi blade, psf e for +64, -72 psi load for HV blade for Keystone ' Mountings and r for other spans and pressures. ., Installation Instructions EL1850 Ril t AM $I .aN SHt1TTER SY-STE 5S A5S.Q IApproved gHV ACGORD((?fj SYST Pcr MC _RAWINi 17-122 Iardyj}{/mpactilesistant: Verlfed By: American Test Lab of South Florida Inc. ' Created by independent Third Party: Yes Evaluation Reports EL1850 R11 AE AMERICAN SHATTER SYSTEMS ASSOC, ]22 PItODyLT EVALLIATtOty'; INCJ3BAWING 17-8'-0" f{E,pORT.POF Created by Independent Third Party: Yesdrawings Contact. ut :: j601 stair Staiq;ltoad TOAD dice rt. ]2749 ,.�. tie aw,e:jtsa;ar.t',y.1 The State of Florida ban M/EE0 employer. toovriont 2007.2011 Siete of s'rbrlda; )'W4acv.Statsiltitrrt:I billiilayillisratti :t Ilefund styli:mu.:, 'Under Florida taw, email addretsea are.putMc record,. s.you do not want your a rne0 address atehoedI f 'e ' mall to Ihis entity. Instead, contact the olka by prone or by traditional mall.:rf 'entente t SS0.4e7ct3G5. quest, ntdo o Section t e455.22S you have any tpte ovide phrasecontactwith a enio • muffin t to Seta ve i. 111e (i), riWlda�. Statutor effective October ], 2012, licensees gceriyed under Chapter 455. P.S. mutt provide !he'bepartment until an anion 'muffin s they have one. The smalls provided may be treed for official communication with the Ilenitme. However email edd,nesea are public record. If you donut veld to auppty aporfertat address; please provide the Department with en email eddreee which can be made available to the pubqu To determine If pan aro a aene coa under Chapter 455. r.S.; pine click hst6-, . • . Product Apprevel Accepts ®®®,®® WALTER A. TILLUT, JR., RE. IIiJEcoNc\ TILLIT TESTING & ENGINEERING COMPANY PRODUCT EVALUATIONREPORT REPORT NO.: DATE: PRODUCT CATEGORY: PRODUCT SUB -CATEGORY: PRODUCT NAME: SUBMITTED BY: American Shutter Systems Associatidrii lhc. 17-0802.01 August 2ND, 2017 Hurricane Shutters Accordions tiltoco@nol.com FL P,H. Lktino No.44167 FLU). Llccnwo No, 0006719 Bertha H.V. Accordion Shutter System • • • HV Blade 1 W/ or W/O HV Window Blatt• (ASSA) .... •• 4268 Westroads Drive • • • • West Palm Beach, Florida 33407 1, PURPOSE OF EVALUATION: Report. ti .V�d+'••RIUP,.•�'iiw0 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (301 401.0 lax' (305) 871-1531 . . .. .. • .. • This is a Product Evaluation Report Issued by Walter A. Tlllit, Jr.,: P.E. (System • ID # 1906) as a Revision to FL 1850.1 'to the American Shutter U3,este.ma Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61G20-3, Method Id of the Florida Department of Business and Professional Regulation. This product is being issued an' Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the .product is for the purpose intended at least equivalent to thatrequired by the Code. This Product Evaluation Report shall be subject to reviewand revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D,) Drawing No. 17-122 (revises Drawing 15-080), )' t�I�d„%BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV HV Blade #1 wisK.'I Saslow Blade, sheets 1 thru 20 of ,20, prepared by Tilteco, Inc.•,.�j R1 :and•s Walter A Tillit _Ir t7 • dated n8m2/1•s This drawing is :1... .• , :.,r c.. ___ - 1T� ... . • .... .... . . . .. • •. . • . • • • . • •••• . . . •• . • • • •. . •. • .• . PRODUCT EVALUATION REPORT NO. 17.0mr ,01 2 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic Loadingsunder ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with: Protocol TAS 202. Test reports prepared by American Testing Lab, of South Florida, Reports No. 021.4.01- 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 Zb' 2003; signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Report Nttvirm- 223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E.,,pdrASTM E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report At'1'1'CM- 2383, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per:4 M .... • . .... . .... . • • • . ... .. • • • . • .. .... . • • ... • . . 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 arid sbated .. . by Julio E.- Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 '..'.' (weaker) for Keystone mountings. For HV Window Blade 1A Large missile' impact and cyclic loading under ASTM E-1886 and.E 1996, as per section 1609.1.2 of the Florida Building'Code. Uniform Static Loads in Accordance. with ASTM E-330 per Section 1709,8.3 Test reports prepared by American Testing Lab of South Florida, report # 0505.01-08 signed and sealed by William R. Mehner, P.E. and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2615 the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07,'signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2615 of the. Florida Building Code, per ETC Laboratories report # ETC-07=1095-1901511.rd i'TVAL07, signed and sealed by Joseph LaboraDoldan P.E. "+,+r./[�'.- � . Tensile test as per QC metallurgical Report 8 Mf� �@,E,t dVyt2i, 2008 signed and sealed by Frank E. Grate P.E. as Rlar A8TM E-8 . 44167 . 11 . • • • • • • • 4. WiND LOADS RESISTANCE:. Accordion Shutter System has been verified to sustain wind pressures. M ',durum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of pact 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 dr Protect Evaluation Document (P.E.D.) , Drawing # 17-122. Maximum shutter SP'an And anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of 20 of drawing #17-122. 5. INSTALLATION: For HV, Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 17-122. Minimum separation to glass shall be as indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.17-122. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.17-122. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of 20 of drawing # 17-122. Min122 j m separation to glass shall be as indicated on sh9of 20 of drawing # ‘toi 0��(ER A. TIZ ��. .a .aF �{'d+F,ORID............ �9"AL 04G,,. PRODUCT EVALUATION REPORT:NO.-17-0892.01` 3 Qualifications for Sabic Innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17108, addressed to Eastem 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 load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in a_ ccordance 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 Codguasper ;;;; ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 ( for B140•1•{Ind •.. •• •• • HV blade 1 qualified thru HV3 Blade, Weaker Blade. For Keystone Moupjlpg)4nd • per ASTM E-1886 and E-1996 (for Blade 1A). • . •.• •...•. .. .... . . . .. . . .. . . . . .. • • .• . . . . . . PRODUCT EVALUATION REPORT No.17-0802.O1 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 ZhIJEhas defined on section 1620.2 of the Florida Building Code. • 7.3. Product shall only be installed into poured concrete, concrete block, wood framestnjctures, and Metal stud wails. • .... 7.4 Limitations of use Blade HV USED unison with blade HV1A shall be as► per sheet 19 of 20 of drawing No. 17-122. • .• • • Product Evaluation Report prepared by Walter A. Tillit; Jr., P.E.; (Fiifhlda License No. 44167), President of Tllteco, Inc. (Florida EB-0006719). • • • I 117 .1r, `%1.41 :cENs.,.J• 167 • • ... • . . ..•. .... • • • .. • . .• . • • • . •.•. . . . .• • • .. • . • . •. • 1 1. BD711A NV. ACCO6p0N SNUnt1 S:s1DA Nom oN THE PR0DUC1 EVAUA TION mum 6r (RED.) we BEEN VERIFIED FOR Cr THE RDtlm% B ALLY% caoa 1g. N SHUTTER SYSTd �. BE INSTALLED AT NCH %Elam HURR1CNE ZONESC77MPUVkE N AOCOJiDANCE NtIH THE 2017 (601 EDIIIGN) DESIGN 11610 LOADS SILL BE OETERA NED AS PER SECTION 1520 1* 1NE ABLAB FOR A BE NSTAUED WM A OVECIROWI'LOY FACR@t 121-0.25. Ism AXE 7-To ARID SNAIL NOT EY® THE usaiunT (ASO.).Ler TIE APOSEACTICLN wIFRE SKATER WILL DESIGN 6W14E RA7NG5 INDICATED ON SHEETS 11 TNRLI 15. 19 ! 20. N OMER TO MET THE ABOVE; C711DIDEN. ULIMIME OLSICi4 TNIp LOADS CET4Jba5 PEA ASCE 7-10 9(61. BE P1Ry7 REDUCED 1O A5.0. DESIGN 210 LOA05 By NW9LTNG MEAT BY 0.6 N ORDER TO COLPNE THESE W/ NA74' (450) pE9Tp PRE RUMS INDICATED ON SAWS 11 BARU 35. 19 t 20. REFORM STARTER MienAOEOAIKY FOR Arm AND LARGEI.56F AIR µ15 BEENIN 3ELdNABIE LOADS FOR MD woes WAS Al(H IEEE N TMOR At4LY95, 8CR11A ACDOiI)46(5 Y9T11 SECTION 162E OP 1HE ABOVE Ik7YDD1Ep 000E AS PER A1L l-IfY BLADE O 1$74.01 (071yp1-02. 1100401-00. /1214.01-01 16317.02-06. /0ED951-10 ARD /021001-11 AS PER ! /122101-10 AS PER TAS 201. TAS202 It TAS 203 PROT:CO S 1ARO9 MERE. -I6. 1�W' MCC.04050SD1-09 AS TA5 201. 2029,275- v3m76Ga5 No- 0725.0M-sl7� P'1¢TA5202 PRWOCOL 2. HV MADE () Ala 11V WPOp1r BLADE ® ARE ENQNEERED 70 wow N UNLSON VIM EACH OTHER IW1001 TIE CCHERN. L9IITITI0N5 AND C@5ROHS OF USE N000ED ON 9IEET 19. Seem NY. AMCNOPON 3.3MELL SLVI SCREWS WITH 125.5 STRECRO PPE (44 . MO AT BLADES ANLC105 AN/ FOR DETECT yp Wteicc of 20 1Rh 94AIL EE / 1AA27S NO2 1451.75 RESTA7.IWELY, 410-HT N66NRM APPR0K0 MAIN; APR9aT AmIER DAMS laps 1C1SC lNO 6 91 105 SHALL 9[ COATED RN AIWrap.DO HV DNCA06NF1D COATING SYSTEM AS YNeRFACIIgEp BY a. ?? S 4Sy'C.. JATGIE P4G MET BEAR NEE COATED RNCIND ON DE70 r DAC AL 4. ALL AIWIW EMMONS SHALL BE ALIJOI UN ASSOCIATION ALLOT AND TEMPER A5 111Dk1RD ON SHEETS 2 AND 3. NNIYAI 111E 57Rdp1H P0R 606S-T6 ALLOT 6 31.7 TM ANTE 35.7 Ny FOR B005-15 ALLOY, 1 ALA. S 5414E TO 6E cTOME 5/i F1 BALDING CODE 5ECOON 241 R651ANT COATED CARBON STEEL AS PER DN 50018 AITN 50 1ry 11N HELD S77ENCTN AND eD ow gm TENSLLE AADIDI TS T . HE1; 14504 T W SERIIM 6 FOSS 10 BE 'SIN A-377 G9.V36 2ED SRIA OR N9 304 CR 315 Emu STAMM STEEL WMI 15 L.T NNN4I 1RRD 57Rd07L1 SEE 1/E FOLLOWRIO MOM FOR ARCHON SPEMICATIONSL HV BLADE ©; 12.13.14.144,15 AND 20 NV. MALE ®! G WOWING N 016Pt ly 13 a 15 6 1145 DERMA N.Y. ACCORDION SHORTER 5%STEN BEARS A 119. PATENT /6779.55. C0JP(NENES OF nu AF6RONAt ARE 0g1EREO IN WIRE OR N PANT BY 1LS. PATENT /5'436179 65.75 TO EASTERN METAL SUPPLY. INC. 6. IL SOLI. RE 11E RES6ONSgO6 or 751E CONR5FC10I TO Teter 1E-9%N041 CF THE STRUCTURE WHERE SNIDER S TO BE N91¢ PROPER CONf5ACIOR TO TAL/CNOR ALL 91URIER COUPON:DR EDG.3 67601 IE9694. TIWL FAS'¢7 46 IN C1.`H166005 CONTACT WRN 1HE mum TO TO � ' 10. E204 UNT MUST BEM PEAL NIDO LABEL N A POLE CARTEL HV A1a ND Cd1ET6ADE5 AND ENGAGE OR L 3ENL NV NSW NDRE: DURNO PEAGOS OF FRAOOGfE 1MIWVGS No11E 1DWWf, as CORERS. War p6ppp6,y CLOSE ALL 11. 9511Mm . F( '-NNL' BE LOCATED ON A REMLY VINE LOCATION AT NSOIfflGN 9WIRR INACOMDANCE CCM SEC1W0 170 3.3 OF FLDRIDA TARAU C ONE LABEL BE AXED FON SABOUNG TO COMPLY 661N SEDDON 17099.2 Cr 1E 7ORDA 6u6O60 CODE 12. BERTHA N.V. ACCORDGN SHLIIER MEWS N61YUMA. SHALL COME PAM SPECS MOWED N 1N6 DRAVONC PUG AMT 6UEDRRG A10 2014040 RECUM10N5 PROAOED 6T THE Arasei • MERE RETCH is Armco M. 13. (o) 1117E P.E.D. PREPARED BT Da DEANER 6 CDE76C AND 00E5 NOT ►RDVDE IN6059WGN FOR A SITE SPECIFIC PROJECT: Lc WHERE TIE SITE CONORI016 ONCE FROA THE PE0. (b) FLN1AACTC R 1D BE .RESPONSIBLE FOR THE SELECIGNL PURCHASE AND NSOEUBON 4041 1.9 six SAFETT DF The PRODUCT. EASED CD 116 PER. PR0W0ED FROM 11E CON07IO1S 0E7A6ED ON 1N5 OOCMINem WN57RUCD0H 9JEI7 27 91E 6 pc CONDUCRO9S RESPONIY.BILIHfJ511E DOES NOT OEYAtE CO Dtl5 PE0. SILL BE 07N3DDRED Demo E ALIENED BT ANT REAMS. ORXXS`SPIALL BE (d). NES4 P1 5 or Re 9 A FLORIDA 9 RECORD. AGINMOSEER GRAS#C PREDATED C5 BEECNE DIE ENGREER OF MELORN (EAR) FOR 1E PROJECT ND WIG WILL SE RESic FOR MUME1NAIEER 10 11E P.E.D. ENGLAN ? SNAIL SUER 7O MS 1AT115 THE SIIE SPECIFIC (e) CRU M. RFD. SUM BEM THE ME IWD OR64BYL SEAL AND SIL2W019E OF 7K PRORS904AL ENG9/EER Cr RECORD THAT PREPARED AL $4,,,tiIlil,,,' r3FA A. T :. TAS 201. TAS 202 AND TAS 211 PROTOCOLS 1. 9 •▪ utr+s� : s J:.-JYNIIC E)P. A*. �A(�alnt: PE •• • • • • • • • ••••• R/ •JW�ee• T)LL/T TESTING t ENGINEERING COMPANY QED NDL ]NL St. k Se. Avow moon. FLOUR 33 Pbmr L (,31157sEN.1130 . FN. J G:6)871-153s • e•W •ome.tes• • • • • • I9 • • • • • -RAN b.VI • • • U. `441 • • • •- • • • • • • • • ▪ • •• •d.0.0.A. American ShJufer Systems Assocat(on. Inc. Rood. Dd. • WeAL blmNBeo(6. FL 33407 PN:C • t204 . FRIG (561)209-8380 TABLE OF CONTENTS' AREA 1: HV BLADES (' & t GENERAL NOTES Sn90.1 COMPONENTS 1-20 SYS7EL CONPDMEARS 21-37 TIPRPL ?NUTTER ASSEMBLY 38-44 •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 900.71 SHED-2 SHEET 3 SHEET 4 AREA 2: NV BLADE .(WHERE APPL(CA 1 AND NV WIhtUOW BLADE 1TPIJ;.AL 951115•t a 91Q,ilON:.c.cR ES ON 600E SHEET 5 0FiN7.%71ON ENTAILS .4-o. 0t5C SHEET 6 0505E ATg8 DETALS C-Ll 75/9LOCK SHEET 7 Lawman • DETAILS NV SHEET 8 SEWERAGE Al3ERHATIZ DECALS HV SHEET 9 END COPIA:CION DETAILS. 1-6. comEit/BL000 SHEET 1D 1003211.112 SPAN TABLE T 11 ANCHOR SCHEDULE- CONCRETE SHEET 12 ANCHOR SCAEO - CONCRETE SHL2T 13 ANCHOR SCHEDULE- CONCRETE ARCHON =MULE- ... _ .. SHEET 14 NSDELATION DETAILS IL-R 19000 DISTAUADON DETAILS S-)L WOOD . END CONNECRON DETAV_S 7-72 t 57. WOOD SHEET 16 SHEET 17 SHEET 18 AREA 3: Mt WINDOW BLADE (Q ONLY TYPICAL STARTER ELEWA10I SHEET 19 AREA 4: HV WINDOW MADE () ONLY 0611UA110N PETALS. METAL STUD WALLS SHEET 20 pTWS maw SHALL. ONLY FIE USED TO 087in PERIATB IN THE SLATE OF FLORIDA, FLORIDA BUILDDNG COD (Hg)1 Yelocity H& tr(Ccrte LOG 6 2017 EMMEN 14TAL 9PPLT NC. BERTHA•HV>;., Accordion Shutter System N.V. MACE 11 W/ OR Wit KY. W)aow WOE 6LMAr. 613C9lRON� . OATIL 7UVWN B►: Ni *A• 15-690 DA1,; WAWA DRAWING No 17-122 T \ Aire_ i• ;J HV" SOLID BLADE COVERED UNDER US PATENT 8 5458179 _ �-.uasL�t11 5EE LIMlTATWNS OF USE OF BLADE ® ON 91 6063-76 ALLOY AND TEMPER 3.366 a 1 ®flV ADJ..FLOOR' TRACK CUAUFED FOR 'USE W/ HV BLADE�j 5066-75 ALLOY • i:r OW" 3320" HV •CEILING. HEADED Q1i1JFIE5 FOR USE i•/ HV axe- 1}ONLY.- SEE SEi17ON5 FOR VAL1Dfrf 6063-T6 ALLOY AND TEMPER 1tJ6 SIDE ANGLES OLMURED FOR USE W/ NV Bum O 6063-76 ALLOY AND TEMPER 13 HV IJNIVERSAL FLpMgg QUALIFIED FOR USE, W/NV BLADEQi 6005-TS ALLOY. AND TEMPER •t V+l• w 1s15. Nml • 1s2T I :12 HV- HEADER/SIB OUAURED FOR USE W/anDE T 0 Lr 6663-T6 ALLOY ANDTEMPE?'^ ALUMINUM ANGLES QUHJFIED FOR. USE W/ HV BLADE (I) (I) MY. 5063-T6 ALLOY AND TEMPER �77Mni -. 2a� CEIVSP :�9-i • o3s ATE o, �, * 1 4144fl "ORlON. 6 s� J 1816Mollet 41v DIRECT MOUNT OUAI.OIEO FOR USE W/-Hv BLADEt ,'. 6063-Ti ALLOY' AN6 TEMPER !so* t.o9Y 8}HV WALK —OVER TRACK OUAUFIED FOR USE W/ HVBLADE" 6063-T6 ALLY ATTO� TEMPER HD CEILING HEADER/SILL OLLMJFTED FOR USE W/ HV BLADE() SEE SECTIONS FOR VALLDRY. 6063-T5-ALLOY AND TEMPER DOIAPOHEt1I I. A I 0 ! 71 I B © ! 1• Is• Mi9Lr 7/6• I-- - 15• YAKf, 0.1SY 0.192• MAX10.790• j6190' ® �; Y • 5" 1041 a-139• j 0.171' •• •i7 • -• • • •W ®NV 90!/180! STARTER mum FOR USE W/ KV BLADE CV 6063-T6 ALLOY AND TEMPER 377:- --724�1a•=_ 'f27_..� s2D �9%HV TREtICH TRACK QUALIFIED FOR LIST W/ HV BLADE 1l fi ONLY. 6033-76. ALLOT AND TEMPER sAR9.. 1933• L L'a HD WALL MADER'/SILI, OLL:LGTED FOA USE W/ HV Li.ADc lj ONLY: 6067-11 ALLOY AND TEMPER 20 CORNER POSTS TSIE•AUFTED FOR USE W/ HV BADE t 7/ 6O63-76 ALLOT AHD TEMPER /TETEETC""Cc.•\.• 11LLR TESTING • ENGINEERING COMPANY cos 1N 'Jai S. ]a 315. WOM ese0o nalb STY P6w+e • .-,••• �m•iii 1 7ffi�i1: �'• • • 4-0X671991m•�' • • • 4151.115e. TILT .P •E • • • RORI* Lk. PeM167 • • • - • - 6 • • • • • •• • • • • • .•�i • • 1m 1- 1 DDS 1730 tics HV RAINGUARD "--CUWJFTED FOR U5E AV/ NV 63 60-T6 AuLIS APRIS TEMPER FLORIDA. BUILDING CODE. (IL n V•tau1Y NurrrcOne_ Zane}1d- 2017 EASTERN METAL ASALY. s c. :S.SIIIAie AN7erfean Shutter Systems Assoalaffera Inc 42 West Resets DrisA tAlotll, FL 37�07 Ph+ 400 2- For: (561)209-6360 •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • BERTHA HVn, Accordion Shutter System' N.V. BIM 1 W/ CR W/O UV. ,ARON EIRE A/KM14 04274r7704. JJ 0416 tO6Aw ITT es 1$ 0. D{/y/1: 0 4E: WM/IT r e DRAWING No 17-122 SrHE` 2- OF 20 t2P HV cENTERMATE OUAUFIED'IOR. USE W/ HtI BLADE & fA 01 6G63-76 ALLOT AND TEMPER" Ay HV FLOATING CENTRMATC4 QL 1Ei3 FOR USE W/ F(V 9tA0E11)& iiA ONLY 6063-76 ALLOY AND T[ALP[R: Tajo � 1 I 04r �tc�CE.L8 073' ' KV CORNER CENTERMATE Ckret.FIED FOR USE W/ HV UtAOE(i)CMY 6063-T6 ALLOY ANO 7i3IPER _man cremes RADS t�sst HV LOCK O I..FiEO;.DR W/ NV BLADE"VI; et 0 ONLY. P1,: - 28,HV MALE 'TW LOCK CENTERMATE ,��aa ! ; LOCKER FOR "T' LOCK CENTERMATE. OUV.f1ED FOR USE w/ HV BLADE 1)oiLY 24 HV FEMALE 'T' LOCK CENTERMATE O. HV 'T LOCK OUAURED FOR USE W/. MI'.6LACE 1 ONLY _ 8063-T6. ALLOT APO FEWER: -QUALIFIED FOR USE 6063-76 AUAY. 4N0 TEMP 0 FORE W/ HV BLADE 1 ONLY 6063-16 ALLOY AND TENPE� WAIM EILALIEQ ONLY. trot a HO CENTERMATE W/ NO_IWCX(G ROD QUALIFIEDFOR US=:w/:HY - . eP[R wua3, tY %ex 1/.- o-s ss cm ¢ai...s +13 ® LOCKING ROD OUALFIEO FOR USE W/ NV BLADE 70 6063-T6 ALLOY AND 7L31PER A 35 RNSTAULAi1CN W81 REQUIRE A 7/16' HOLE tREt rn A7 'macs FOR PROPER EMBF3MFM -p�+S (3Z HD CENTERMATE W/ 11.0CICING ROO OUAUT1ED FOR USE W/ W BLt0E II it ;t? 6063-T6 ALLOT AND TEMPER 4V 3/8'b-1s ACETAL THUMBSCREWS. QUALIFIED FOR U. W/ FTV BLADED 'lllrrrr Iu'i's HD CENTERMATE'S INS5 T Quinn D it tNi w Hv t1D' T Nt 4` 6063-76 ALLOY TE1ePER.�. a1/2, i l TI/410 7 HV 114 6-20 AiSI304 'SERIES s.s: THUMSScR OUAUI7ED FOR USE w/ HV.BLADE 1,) •• • • • • • • • / • - • _6wEA ` TRLIT TESTING ie ENGINEERING COMPANY toss kg Say 2 9t 351. swam: aN••a FLOM SSW Plane : 13056e71-1330 . s : (30ap71-1571 • ram• n ••• `a • •1WL A:TW1hrl• • •••moat LY, ‘44 ••• •• • • •• • • 5•'s A•.S.S.A. Ame►ican. Strutter. Systems Association, Inc. 4268 West Roads Drive • West blm Booth. FL 33407 Feeeire l001•32-&2D. _ Fate (561)205-8380 • • • • • •• • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PLASM Aao Ma = GT,. SCREW 6 i?•c ® }IV EGRESS LOCI( OUMUFIED FOR USE W/ NV BUDE`17x e oNlr. • Laer ti ER AWING 1/4'0-20 x 3/4' . 8l7 „RryE{py0 S.S. THUMBSCREW- 1/4 0-20 RIVNUTIr *MI6 9449 N.L a pate-D Aux*" MALE Roan TM 511:ET 6058wIR A oRO, IS torAFIcomED er ,sna CROWS 1o1moL 6NRSP.eWY NOW AMR. 01084 a MY. ® HV ALTERNATIVE LOCK( QUALIFIED FUR: USE W/ HY BLADE Ci; ONLY. OR q} C.t•oL4 HD LOCK HY REGENT HARDwA6:. NOR76N:. LOdq_5, 16 .2 _ti aL7.JT toes QUALIFIED FOR USE W/ HV RLADE•J& 4.k FLORIDA BUILDING CODE (Rah Vetoci RvrcicOree 20n5) 2017 mazes 1QM RIPPLY. pc. BERTHA, HVT„ Accordion Shutter System H.V. 'ump1..W/• 00 W 14.v 'AMON ELME RFTJN ab@mN. MT[ O41M •R- ill 010 15oso 7402l77 00e 06/07/17 2 DRAWING No 17-122 3 OF I : SHUTTERASSEMBLY, SCHEDULE FOR HV a H1/ 1 p- PW.BLADE I 19 Hy wee 1A HV LCX4G RECESsD NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER HV WHEEL CARTILAGE AIS1 302-303 SERIES •1170"x3/16" THICK NYLON WHEEL. metro A51 302 SERIES S.S RNETS HV 1 3/4" ACCORDION PIN W/ j8 HEAD T ' HY 2- 3/4" ACCORDION PIN W/ #8 HEAD • POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR * PIN E0U1REWQi1S AT -EXTERIOR BLADE KNUCKLE FTjq 111=Lt.tt➢CSYY_ (1) HV PIN 0 SHALL ALWAYS BE USED AT All EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q O Ht/ ® BLADE (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF Hy ACCORDION SYSTEM W/ BLADE WHEN CORRESPONDING TO INSTALLATION 11", SHEET TP CAL SHUTTER ASSEMBLY t, HYO some, (3) HV PIN ® OR ® W/ 1/2" 0.D. 1/16- THICK S.S. SHALL RE USED FOR DIRECT MOUNT INSTALLATION PER DETAIU X. SHEET LCARRIAGE DETAB, NY Pet ®DR AT 0R WOE'S VIICCRIE4 (S E NOTE * FOR RFAUIREMFNIS) Y '1i �ffEMBLY LAYOUT 11: HV BLADE SOUD & iU HV WINDOW BLADE DETAILS N.T.S. .. ..»- l • • • • • • Q • •• • • P..li•c�� 1 ICEd Chic: • TIWT TESTING & ENGINEERING COMPANY was we 36e1 51. 510 a4 Tau•. ay51q'-MORI% DI* Peer 18y •yp . ri:, LIFFY07il1• • •w4l�r.11E • • • Futall1 Ue. ,44167• • • • • •• • .• • • • 0`. • • • 1 • • • American Shutter Systems Associotim Inc. • 42551 West Rood. Drhe • 0551 Pot4R Beads. FL 33407 PUgc (1300)132- 204 . Fina (561)209-838 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • R 12- MPL &MANGE Mt •aEzv WADE SITY CirAR o625' " 3'3J4- 2 1J4 I CLEAR Ml11154..5t015d VEMNIM TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL T2' •R. 00Wb/CE i N 6U�L6 B3R01I *.POI.YCARBLNATE iMPAC'LJRES1Sr•!NT.!Y- WINDOW BAYER MAKROLON.3103 POLYCARSONATE ._.- RESINS;. W-STABIIJZED• GRADE OR' SABi0 ' INNOYA1rrE PLASTIC LEXAN 103 RESN (SSE NOTE -F- ON SHEET 19). POUt0RBONATE SOURCES FOR IOC& MOMS .mr3•s 50510.013 RO•pr- efarx, SPOOIC MOO 1ECWrIA MOLE 1aD5100011 AlWL 31110111 AT T00 7� KCVO• WM MOW ep[ 6 aq•t SILF Isom MUMS 1»SLE> macaws; emc exoctia 4m, IMO A•e 0® 410W10 ON OHO Am aaa ua oay lily *0 Ail 1315211 A591 C155 *0— OMas ROMS s:�ime 1e.m Ave any ay ...w e•: 12.300 oai. 300003 pi. s1-e/. 472 0-1 CAE oa s aa<.A: ey,.. sow 'Ammix Ras CA. ®ea a0y et.? asu...: 1.3.401 3ypea 00i, ILLS YR C-1 CAE see *0 soL sew w: •• FLORIDA BUQ.DJNG, CODE (High VNociti H r;one Zone; 2017D.SIF1111 METAL SUPPLY. NC. BERTHA HVTN, Accordion Shutter System H.Y. BLADE #1 W/ CR W/♦;) H.V. WON _ACE; aaoarsa•.. OUS Ow n an DRAWING No 17-122 SHEET 4 OF 20 SI Tun — COIAJECga CELLS on; SNITN s to & le TAM FULL team Q O. LD 0-0• iVE r ®, ®a 0• �4.31. @-®..113- @ TYPICAL 1 HV BLADE SHUTTER = ELEVATION' N.T.S ..Yriiirir., OF CORNER CENTERMAIE LNY ALSO BE USED AT STACKING POSMON (NON HURRICANE. PO9.TDTO. S W}LATI12y CONORDON ji�y One *VA LOCK WALL LOCK a 9C L BE uSED(,T AT CORNER 'I(ERvATES "FOR ANY SWI AND RGNklPGNS 04 alX1 u01,7oN. HV LOCK •24 or 23 SHALL BE USED AS AN OUTSIDE OR NSCE LCCC. AMO O TO CC6605 RIVIERA:0E w/(2) 1/s a-2o . BAT HEAD LONG FAD S.S., H_t MO LOCKND lasS AT TOP & BC. M DOLL BE USED:LOCATOR Or. LOCK SMALL BE AS. INDICATED Or TYPICAL SHTER UTELEVRAt 0 NA7.111N 26UFIER seam s1NLL BE CEMDANED AS PER SCHEDULES *SRN ; ON SHED' 12_ 6. fisT AtERNA7E TO UA4OSTOFW COMMON 1 woo ONLY FOR NV TOOFJ16 w/ YIAERN2l. TFNiFRwiiS TK -24..: ENE ALTBOODE TN LOOC 0�¢ UAY BE Ai- LE31 OF• NV LOCK Z Of FOR ANY 5PA1 AND 7�E aTALLATIONS AT ANY. E3Evo a.. XTERMIIE LOOT HAY t1E USED AS AN56mOE pR OLFIS7OE LOCK: ATTAC HME T OF 1/618-204/4- S5. 1HUI1 SCFrR TO k; OR LTNSERNATES STALL RE Lone Ni T/4"6-20r3/4' AULL RADIAN AS SKARN 04 SECTOR NYE. SHEET a 01f'LAot 51441 DE USED AT. 1/2 OF SFR1TTER SPAN. OR TWO LOCKS AT 1/3 OF 9011021 SPA. 7. HAN1x1OiYY. CONOrtIOM /3 FDR SOMTDIF II UNTh4C NSDLL14Y71Ltti• ONE 16 LOCK 2"4 or ,2 of 6 SLAT EC' USED AT 1/2 OF SHUTTER sPAN FOR AN Sp6a4 OR-12' ABOVE OR 6ELII.Y 1/2 OF 504RTFR SPAN FOR. SPANS,Uv TO 46', NO FOR t4TANAOOn3 AT ANY Si€61%AL NV LOCK ?,jar. 2, or 0. 1402 BE USW AR AN INSIDE oR cursor • toCK, ATTApim IOx) er tI SYWED ICAt: cENf210 AT6 w/ (2) 1/4 -20 . I/2', LONG 01.02 HE24 SS.. AS, Lomas OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE. OF 4D000 RODS SS w/ 0 OR 0 TOP AND 80110H Ts -COMPLETELY UAtOADDRr. 'NOTES ON HV LOCKS AND CENTERMATES• 1. INIAN+rom. MOWN -/g ONE HV LOCK 8 or 4 SHAY BE 157» 'AT 1/2 OF RNIF TER SPAN CDR ANY SPAN OR 12' vow OR SOON. 1[2 OF S1UTeR SPAN FOR SPANS UP. TO 105', MVO FOR lamsoLLAT0NS 23 ANY ELLVABOIL 401 LOCK V or 13 VAT BE I ED AS AV rSIOE OR OUTSIDE LOER. ATTACHED TO . OR. CEITTOD/A1 w `2 1/4"e)0 x )/2'" two FIAT. HEAD SS. M.S. L00 not. OF K�O ( SHALL SEAS INCOVJTD ON • 2. 1•AKIFfh 1NNDA1f1RY COMMON 112 ALTFTNIATE 30 MANDATORY C tESTION_IT (VALIDY FDA FTOOR/TFl1TNC INSTN A71016" 'MO FN 1006 ��...444 OR • 0R ONE NV L00(2 OR ¢0w/ TNO LOC INO RODS 4O AT -TOP & B0Ti0,1 SHALL BE F Net SPAN AND 8 • AT ANY ELEVATION. HV LOCK . OR 0 SHALL BE ATTACHED TO 2 OR CENTSIAATES wMI / SE SPECIFICATIONS AS PER , uraewt0AY 00NOTKION It IODATION OF LLLTK%EOS.YCS RS APPUClELE SHALL BE AS INDICATED ON TYPICAL SHUTTER EEEVATIONL 1021111,61, SHUTTER SPAN SHALL BE DETERMINED_AS PER SCHEDULE /3 ON SHEET 12- 3.` OpT514M-pamm cei i1L IF OESRED. FOR SETTER PpROloama E OR FOR Sc.CURSTY LOCKS tf 2,.". OR .'!/ mar 85 USED AS AN RUM OR OUTSIDE LOCK. corw001106 or��10 CENTTEI oTiS 21 OR SHWA BE AS M0i0A1FD ON NOTE (1) A90Ve. LOCI OF 1O0KS SNASL 8E AS ear_re D ON 1YR LL STAGIER"ELEVADOH. 4, OPTIONAL CLTND(DOR i2 IVAUD ONLY MAIM: comae". /1 OR UNITED MANDATORY CO OROS J2-el_rte R wrtwu4v MOM' LOCKPK. RJDs •• ARE Nor RECOPIED Ar1NRRICANE eosRfoti. BUT kw BE I>560 IF DESIRED TO 24*6NDE STARER LOC70AG RODS 35 OR AN ALTERNATIVE OaiDE'. 6NOD.3 ON• HV 1 LOCKS Nfl rtNTCOLFA mt 1• VMS ALTERNATE TO ►A+O0c MAY BE r warm ONLY /OR IN l � CEtKTE78EA1i; ',� AM) ONE XTEIOlA1'E 11V '- LOIX MAY BE NS7At , N UST OF 71Y LOC7LS OR FOR ANY SPAN AND �Ar ANY ELBO :A. TE LCCS jj�� of USED OS AN INSIDE LOCK. or 1004 4 scums USNC REINFORCING-LDc60r AS SHOWN ON SE0*N HVO, SLEET w7Y01 UrUST BE 00 0EcT3D TO CFNIERMAIES r AND w/. 1/4 0-20 rr 1 1/2' TANG SS THREADED eat.T W/ 7/8'o . 3/32T VNOAT OR 1N/ 1/a1-20 4 SSUS NW A 1/4'oa s/3' RNWIT MAT 8E•NH5TAL D AT ILDSPAIL CST 12' YAYINIM mew ANO mow 19 PAN_ 115Y 11F two L0.^IONO Rom TOP WI !Wm 1s wN04111RY r,4JVOTES QN HO: LOCKS k- CENTERMATESt HY TOOCKLOC2�CR3 We � AND P 01 12210 A,r t3 L moat cf�N�A E : ai AS AN O190E OR OUCSAE LOCK- Aroote E4R.OY NO loot 54 TO 15 w/ 3 f6 o 3/E•' F.M. S35 s. Mo INCLUDES NENFORCE RM MEW OAS "SNOIN ON SECTIONS ROO-N AA "'h5. Stitt 10 Look WY BE clamp -AT =SPAN OR 12' MAIM BELOW OR ABOVE 14051AL USE OF LOCt(AC ROOS 8 6'1:011P1EIELY OPOO,IL •• ••• • • • • 64144d:c.'. TILUT runic a ENGINEERING COMPANY ass NK 16> y S. 30. 99:96 6Y004 ROMA SUSS (305)571-1510 . F. a' : (356571_1531 `- • 'T'k7T-N0671e1-1,v • • • • 111ER•t 1W1 A: 00 • • • • FtaROI Lic i um& • • • • • •• • • • •• • • •• • • • •• • • • • • • •• •• MAMA A.S.S.A. American. Shutter Systems Assocfatton. Inc. 4268 West Roods Drive • west Fitun Beach. FL 33407 Phov: ((00)632 O4 . Fso (561)209-6380 t t • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • arr BU11D(4G CODE Velocity • 11UrricOr.e Zone 0 2017" EASTERN '_METAL Savo.. wc. BERTHA HVn, Accordion Shutter System, H.V. TiAEE /i; YT/ OR W/) H.V. VOX SLIDE CROP' RAL limn e1: ILL GLO'.1500 so/O2/17 ReTO- 60/0/17. ORAwNG No 17-122 5 E 20 CONCRETE \ E O• f ppGG �• 1l HH Igi NHL SEWRADM ( 10 RAM (SEE p StelD I ON 9GT l9 (tR; RACESOle CO/ C2ETE ANEIORS (SEE SCHEME ON SHEET 13) ZcielSi U J4V WALL HEADER INSTAUATION i r a_ lsnrc CUSS-- MN WOMEN =aux Ea 11 FOR LEER CO sea 19ELKEsfDa R$ E OBI —eascarrE NI010t s POMItED OprIC 7E_j (SEE SCHEDULES Co MEETS 13 & 144) OR 011431ETE MOOT WA MIMEO V HV WALL SILL INSTALLATION aZI xm 221,02h10 0 _stman, 1- SLF aim 4 n7R TYPICAL SLITTER AS4NaY 2- MINIM 86 SELDMS Gil T£ COM MEO MY 91 PM TO SIR Altf narruAnak_ .R. PCURED rr- I • AN0*08S /CS E50 PON ®� GM -*Mtn USING yI ( �a vC4-MISI 1 e a• oc I INA S PARIWON- _ I7OSILUG = 8d1FDU`E0Ass 9EErro nl C Q HV WALL HEADER INSTALLATION »�20- DPTnNri (� •. • At{OIOT6 M. SEM/A (SEE 5741DIR E WE! 11), k f L a maim coacaTr / is S0#DIRtm oN 0R CaoETE 81008 s1EEtY 13't S4A) MALL MIMED C 14V WALL SILL. INSTALLATION 4,1 Mas. PHILUPS Ma)* 8608*0 SAS USING 1/4-20 I8D5O 12'0.G s E 0 = EDGE On0PNCE (SEE SPECi1C6110I5 ON DEET 13) •• ••• • • • PMRED 8.04c MIMEO CONCRETE ANCICfS _ (SEE e.,..,... S ON 9EES 13 & 14A) .:.,/ •/ 1/e-20 i(( tans • 124 O.C. DuSnac SEPARMION ro cuss S*EDILL Cn S ELT 1 I): HV WALL HEADER INSTAL TION E0I731t74 . ) {tn.- UM SEPARATION TO CUSS (SCE.SG*EDc*E cvaalut ram. E i It CONCIEIE A. —(SEE SCHEMES OW OR CC/CRETE Max Plalutal .► WA A 1/�-s- NRL 3/4' SS. PPS I`— TRUSS EE10 NKNINE SCARS' •/ 1/4'-20 HUE• TZ' OC. INSTALLATION DETAILS W/ _HV BLADE • • •• I • SEE LORIA00r6 OF USE FOR 19uE 15 at slFEr is • TLLIT TESTING 4 ENGINEERING COMPANY 6o1 Nut ]■R R >k 58 wow GIR+F' 0. ARUM MN Pharr : (305671-1530 . F•.: (306)671-03/ • • 4wm thin Jr.� • • • • •FLOW. MC f 441 • • • • • •• • ■111, • • •• • FLORIDA'. BJLDING CODE (R(q0 VereetY Hurricone Zone) ES 2017 & w7EAN ',cut SIMPLY. 6NC. • • • • • ES.S.A. Am•rtcan Shutter Systems Association, Inc. 426E r(ist Roads Drive • West ECSo D,och. FL 33407 - Phrn& (4130)b2- 1204 . Fmc (561)209-8380 • •• • • - • •- •- •• • • • • • • • • • • • • • • • • • • • • • • • • ••♦ • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • BERTHA HVO4 Accordion Shutter System H.v. aADE �t w/ CR wp aK a rJ4 BOLQ(tOR ORE LW.y.V BI I.t. t OIDI}O.O, - O•/CZ=/1 OW:0•/02/17 2 DRAWING No 17-122 swEr • . 6 OOF20 ME" PON CONOWE 11 OT 4C1EI11c- - SEE SNEET. 4 FOR WPC* SHUTTER 2- LIONFn:is SFDLNS GN OE Caissim„ MANY RR. TO SUIT MNT INSULT LI10N. CIS HV FLOOR INSTALLATION t 1 CONCRETE ANo+o� aNmNc,_ , •. ]. (SEE Sc1ED.tEs ON-+_ e..n 1 FX>SIOa: SFEEIS 14 ! t4R), , 7. 71SE sassu*E Ca mm AA 11) EY CIA �st:j CLASS $ 1/4• i - sss ail rJ1F.R. SKr: 11) j i -1,o.3i• to / f es@ trrl•— /lt a 1 ? —CONCFETE ANa10 \1_ _ & - i -el r ' Fx SOS. POURED (SEE SG3(EDULES ON Ord sir ice) i `�• , BLOpt1 SHEE775 13 G 14A) • 'SEE NOTE 13(6) POUREDCIIVETE—N' ON SLEET 1 SLAB HV Well FLOOR INSTALLATION ATInMI IRED C_CONCRETE MOM APPUOABEE 4 E 0. v• EDGE DISTANCE (SEE SPEORCmdLS ON SHEET 13) t 114S NSTALLA1ION 811PL. se RID*744/8E Mid PERFORMED 0 �1 TO 7EAN OPERABLE 68T , OR , no')A j*` : \ M :Ora p_s'°41,E •• • • • • • • • • •• FIAT NEN) (SEE Sit1EDUE CH IN FOR uP To t 1i 1/t. 1111 NAA4or t600. •/� •4 .i) mxn«..ai 1/ r4P2 s9.P.x.AtOde'/. t V4' 68. 4Edffq r oa ruu,F,v Ia r-ar - s1. t OC FOF 9w. -, m n m° ° A°nt (m.1 tsa ICT 1) . r.9�il j jj1 ; )- ;_t_I2.OD.0tet EO. ANCNORS MEET 74) LLATION s7o; -7s PSF ASD. & FOR SPANS PER vr ,A.ti-mAfr SS 16 - UM% 7/4a.m tons. • 12 AC '1R1 (OEOORt0.[!L g KEYSTONE MOUNTING INSTALLATIO ne14I0F 26311 SA04 r4 022.1 RCMP* •s..-YJ Pr INSTALLATION DETAILS W/ 1 HV BLASE FLORIDA BUE.D1711 CODE (Nash VelocityHurricane Zone) 0 2017 EASTERN META. St100 4Y, 1:1O.+ TRW TESTING & ENGINEERING COMPANY Assoctatton: Inc_ S.S.A. • • • • • • an Shutter' Systems Pie. : (305)871-1330 . Fat : (335)577-1631 4268 Rest Rood. pine e""0E 11se•eiteetn (Restrs� Bet7cll. FL 33407 • .�•A ER11^ 1y P2. • • • , P1enc 1 _26 . Fmc (561)209-838 F• mR 44167 • • • •• • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • BERTHA Hit. Accordion Shutter System H.V. aADE ft w/ OR w/o ILY. vim/ RADE 11CLCe0LI1 •A= GIB 12-000 2 OA/oUI WON arc 65. DRAWING No 17-122 7 OF 20 • •• SEE END WALL_ OUT Naar e r, . 2.8 •/( t/ 08 AW1016 t0 0:1107E7E coimaifDOE, aE -1. Ill, F 1 OETAI.S 0«®`® ®s44':®a Q9,131a0 0-6 aAss ON 368ET"it) ON -SHEETS 10 & i8• HVD IN OUT IN ii180/4- SYS. 0 12• MC 2UL 1F7117a. INSTALLATIONS W/ HV BLADE W/ HV CENTERMATES, ."ORS+ 3 1/a' .—tas6wc GLASS (E1G[16o® OP SYMMETRICAL 1 MAI r D SEE ENO WALL CONNE6TION DETAILS ON SHEETS 10 & 18�, ••o N.166+0e NV lc= ® .— 'Ow 5 Nl.OE SEo SACK o1>< 11Vf r9 15 1•{m e .1, c080118.713 Ii � nD60i 1-10167010 GLASS L 6 HVB �T_ OUT -I - .1 ' HVC ®a .„ �1(v�11 v vT'." c ®•co'®`-4terTAM cel .. ®� e` IIkAloK IOUT + I 8 1/2' MAX. SLAM .� '*: ,��ssro `��,: HVE • • • • • • • • - • • Ilir1Ec•4+'w4 •• T1JJf TESTING & ENGINEERING COMPANY 6176 66, 2 6 A 1 JC( 68 6 **DM. ROMER Um Peter : .1.1930' F6. a (305)671-1531 j�057191 • •• • 1VIFA A IG Ar. rE• • • 115904 111. f 4M67 • • • • • • •• •. •• •_ • • • - • • - • • - • •• •;A:S.S.A. AM81103n Shutter Systems Assoelallon. Ins. 4268 Npat Roods DAM Aezt P6k . FL 33407 Phone t80(�03 ♦y4M. Fmc (561)209-8380 • •• • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 11101, • • FLORIDA HVF** EUf.DING. COOS (Mph Vetacity Nlvricale Zone( D 2017 tasint *Era. sunkr. WC. BERTHA HV), Accordion Shutter, System, FtV. a.tDt /1 w/ CR W/b N.V. Mixer wiz 61D-+s-bo, 7 ooe 0e/p1/17 2 4 DRAWING No 17-122 SHE T 8 OF 20 ALTERNATE INSTALLATION WAR/ "T" LOCK MALE/FEMALE "T" LQCKS CENTERMATES t 8 LOCKERS qj WJ (Q HY BLADE * r RE DID CONNECTION DETAILS ON SNEETS 10 a tB OUT vr 0 SEE PCIE a ran Px (aoc® -r =C. CI OCR S. t SEINES P.*. JOANN . 024-13 JUDO MOE fwae 1x. sett "Nu*, ow..I aca: AS 4041SGUNDD MOW osSrRr aNS• OR EOM- MINI I s�2I�0 • ,�yamo�� ®E'' !K: � 7.1431.0. ua. wo r. epelf Sxi a I . y Ma< alaC Mame DEW Nis• MOOED ON aexr a Net AS IanE164. ROOM MME(NEON. 100-610 POUTED ON 1N6 sear. son. NE uan NM TINS MIDa9 OSOLL1aCN arot .at "O.r Ni sat 5504.. `El _ ®0 HY '•T' LOCK (OUTSIDE) L xK (R75lor) 1/4" -, w/ 7/8ro ,INNqT.o. y 0 x 1 1/2' S.S.NS. 32" WINCNUT. HVG* :,,t�OF f)* PESO ,t p rtt!', IN HDD—HVDMW FLOATING STACK •• • • • • • • • • • • • E CO RI ..• •• TRIO TESTING It DIGINEERINO COMPANY EISS N.w. 361. RASA %Ma. Caps, FLOWN ink Piton.: (J7a1o7( 1S10 r.,' 10115)071-1SSl ‘1 • • OSSA,PSIS MPS INSTALLATION (1i.HV SLAW W/ HD CENTERMATES . • r4 .,TIC: ras+1 Ho13—HV9 STLIMETCAL HD CENTERWATES W/ 3 LQOI( (EXTERIOR) • • •• • • • ( 0• 0'0.0-. OU SFF. d0 W.. rye IUIEsmix —t DETAILS 01LSNEETS 10.& I tea30.000.cum ONE owns T o w HOC' HVC CY SYMME1H(CAI_ HO CENTERMATEI W/ t9. LACK (INTERIOR) = sa Naas on Loma now ID • ,o ® moo w seer * wawa nacc ..a.C3 now mo-N• a!• 101 AU CD( aw=Nr{Io6CNs .,N sate FLORIDA BUILDING CODE (Hiah.Vetocity. Hum ••. • • I1S■S■A: American Shutter Systems Association. Inc. 4268 West Reeds Drive °D"'eOiLpOn� Po Beach. FL 33407 • *Sr vs • • • • • • Poop i0' � . Fac (561)209-e380 • Lis IF 44167 • • • • • • • • •• • • •• • • • • •• • • i • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • ® 2017 [ll21E7C1 90134. RIPPLY e1C. BERTHA HVTM Accordion _Shutter System. H.V. BADE gt w/ CR w/O. H.K wpcow EUEE ete.tb DIXCIMeele MOE 0►.tw4 Nr; 1 a0 IS-0ee 1111/02/17 a a 099 ae/r0/1T DRAriING NO 17-122 SICEI 0OF20 • .I CONCRETE ANtl1at-., O 16- O.c ,, }�Y Trot. ED ' COKRETE SR TOLL REQUIRED pawurG '3A6S KN. sawnwara MOWS (9X SOESUPOk AERA. CNC 1/1"Y37 019RETT 19 tot {106�cola.a)' co. amp. 1' ALL91." 0.05e• END CONNECTION DETAIL PLATE • 1/2 OF 10j1/2• sYs + 0 1S- O"C. SEE DETAIL X FOR'�r SIDE CONNECTION TO 1PA06 • AT1grgR-• ' et 1E' ( 2- VOL. t/ &eUS A .Q00 cutcn•WALL END CO 5; I.t 04- 10 cuss NEE:,, same ON WET 11 FCR 9ADEmAtO CN SHEff 19 Fat was L7a� r1 —POURED Cc> CRETE OR C0N0I0E sccx SOU REQUIRED "-EEXOTIC KISS lot 1D was (SEE 3092361E ON SI ETs 11 FOR 9.ALE0No ON SHEET 19 FOR RAL+E.S m h /t • Je^.••0- 43`'� END CONNECTION DETAIL (2' . •• I j1G.1/2• 0 1S concCErE ANcoec. r L_ CO 2- III4, 0900LTE. 1/2- ur1 (Ss 'f OR. fly' SEE LETA.. X FOP SIDE ONWEEZION TO TRACKS:. —E7osnm GLASS 10 1 m 0.405SO.MILON ( SE. al 11 F1 M,CES*0 01 S1 ET 19 pw OR Lr _ POURED CONCRETE OR CONCRETE BLOCK WALL REQURED OAS (STE 90,02..E Of 4�F�F'.' 11 ;CA MALE hates al sea 19 Fitt sAots',T..9 2A I •/ISE 1- OR 2- MAX •'Q6 - • f.Y``7-?•g-G-•O•4 (AS. APPULPEAE)ry. T/9•.0'=t AL01 NUIO CUP ANGLE,. N 0LWT). AT r SAT (2)I/4 NAIL EC 0 31 ANCHORS TO / OL (<CENE AT SIDE OF 01) - r. SEE DEUS. X F092 �v SEE CONNECDON POURED GONCREIEIIIIR.00K WALL NC CAASS 1 I0l 10 CMS (SEESDIERUA 11 NA NJ0Em /:v 1 EN Stir 19 FR,,. axFsse,9 TO TRACKS: 4.-.0•8•43-43)-®-•48 END CONNECTION DETAIL ( l t`OR ,13. 14. MOUNTED ONLY FOR SPANS C EXIER THAN 12-a' `T61ce�agoic• «I0R.9cR 3CA ' NEW Y 42.'13ii-f3•3' 1, 0 +�-0 G- END NSTALLATION `•`'' • g•Cg-C 5- .•�-t-€^R'�-@- LI;HV BLADE OR . HV WINDOW BLADE INTO 11•'4' i -W@-0 CONCRETE OR. CONCRETE BLOCK WALL. CTION. DETAIL Gas- ti- 4 1 sl p . CONNECTION DETAIL ie, -0'® FLORIDA BUILDING.ODDE (INN Veioeity titodcone Zone 8 ; ,03 OF jrl •• •••. • • • / Tit jC -••. •• ••. TILLTT TESTING k ENGINEERING COMPANY 6]6e ILIL mitt 12. Sv 01. 'mem. omen. ROM —•s !' WNM t 07o6)B7t-15D .Fes : (105)f]7-,511 o-rioot blleesOod eau.. • ilk Ii P.E.• • • • • / 44147 • • • • • •• • • •• • • • ••• • •'7A:S.S.A. Amertean Shutter- Systems Association, (no. 4268 West Roods Dri s • • 9 PoSN•0.odt, FL 33407 APharos 432•22q . Fmc (561)209-8380 • • • • • • • 7 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • 8 2o11 rastun METAL APPLY: »,. BERTHA HV,» Accordion Shutter System ItV. WEEiE w/ oR w/o ttV. vvDOYv e(wE rAv_1s OLD 1S-400 8 dli 0.141111124 ICU OI/O7/11 OR0- m/42/17 DRAWING No 17-122 SHEET'" is OF 20 SCHEDULE171 SCHEDULE 02. 4('.HFnUt E Pa MAXIMUM SHUTTER SPAN*L+� OR "L-" (ft.) FOR INSTALLATIONS W/ DENTERMATES. (a & 0 or or W/{:ONE HV LOCK.i R o}r (,or HO LOCK W/ NO LOCK)(j� Epp et CENTERMATES &, W/ ONE HV LOCK- ® W/ TWO LOCKING RODS ® TOP & BOTTOM •(SEE NOTES T. ft WAWA onwu RCM 6.sia cR-) 30 35 40 45 50 55 55 70 75 60 85 90 95 100 105 110 115 120 CONCRETE & W000 INSTMUAT109S WALL MOUNTING BOOR/CEILING MOUNTING 125 130 135 140 145 150 155 160 165 L4 (a) 13-2" 12'-8' 1- GI) 16'-0- 14'-10" 14 01). ( L-(6) 1S-2" 16'-0".. 12'-8" 1C-10' 12'-3" 13'-10- 12--3- 11'-11' 13-1' 17-11" 11'-7 12'-S 11'-7- 11'-4" , 11'-10' 11"-4' Xi-1 11'-s Al -0 IU-1V - 8.-4" 8.-0. 7-10" 170 • 175 180. 185 190 195 200 205 7-8' 7'-5- 7-3- 7-2 6'-11" 6'-10- 6'-4' 6'-2' 6'-0' 1U-10 10'-6" 9'-6' 7'-11' 7-3' 67-11' 6'-2- 5'-11' 4'-5" 13'-10" 13'-1" 11'-10' 7D-I ILA -IU 10'-2' 10'-67 9'-10- 9.-0. 8._9. MAXIMUM SHUTTER SPAN* L+'-OR "L-" ((t:) FOR INSTALLATIONS W/ RMATES.. R' ;) & Gy7 ONE HV LOCK it OR to OR W/ NO OCKING RODS *(SEE, NOTES fill MICR PRESSURE (I.A•) (+Wt-) CONCI't5tl & WOOD INSTALLATIONS 0 WILL VOLWIL 35 FLOOR/CEEING mom -ma L4 (A).... L- 1•) MAXIMUM SHUTTER SPAN' "L+' OR "L- (ft) INSTALLATIONS W/ '3l WIZ .. i 114 .,.. 48. & S W/ TWO HV .' OR t. LOCKS OR TWO, ..00KING ROOS ® TOP/BOTTOM W/ONE -HV LOCK OR OR a• (SEE kOTES jt 100011141 RR e174 NO (i�IR =) OR CONCRETE & WOOD INSTALLATIONS 0 FLOOR/C61N0 MOUNL140 8'-0" r-7- . 7'-10' 7'-47 7'-8' 7-0 7'-6' 6'-9' 7-4' 6'-6` 7-3' T-1' . , 6'-0v 7-0" 5'-10- 6'-10' 5'-e' 6'-9" 5'-6". 6'-6` 5'-4" 6.-2. 6'-0' 30 35 40 45 50 55 • 60 65 70 75 80 65 90 95 100 105 110 115 120 . 125 130 135 140 145 50 155 160 165 170 175 180 185 190 195 200 205 12.-3" 17-9' 11'-4 10'-9. 10'-3' 10'-0' 9.-8" 9- 8'-1" 7-17' 7'-6' 7-3' 7-1' 6'.-11- 6'-10' 6'-8" 6'-7" 6'-2' 6'-1 5'-9. 13'-8" 12'-9" 10 -5' 10`-a- 9'-8' 8'-3" 8'-1' 7'-11' 7'-3- 6'-11' 6'=8' 3'-11' 5'-7"" 5'-1- 4'-9. 4'-6- 4'-5' 4.-2- 30 35 40 1+ 05 1 L-(6I 13'-1- 12'-7" 45 50 55 60 65 70 75 60 85 90 100 105 110 115 ' 120 125 130 135 140. 145 150 155 • 160 165 170 175 180 185 ._ 190 195 17-9' 11'-6- 11.-3" 10'-9" 10'-7' 10'-4". l0'-0" 9.-6. 9.-5' 9.-0. 8'-9" 8'-4" SCHEDULE A4t MAXIMUM SHUTTER SPAN* "L +" OR,'L-" (ft) INSTALLATIONS METRICAL CENTERMATFS & +'.'. W/ ONE HV LOCKS OR -M. W/ NO LOCKING OS (VAUD FOR MOOTING ([l SHEET 7), DA PRESSURE R4TNG (4.OR-) CONCRETE INSTALLATIONS FLOOR/COuNG M07lRWG OR a00R/WNL HOMING 16'-0" 15'-7- 14'-3" 13'-7 17-11' 11'-1I' 10'-9- 10'-5' 10'-1' 9'=4" 7-10' 8-1- 7'-9- 7-5' 7-2' 7-0" 7.-9. 7-0' 6'-11' 6'-2" 6'-6' 200 6'-4' 205 6'-3' * *. • Snt 86 . 5'-10" 5'-0` 5'-1 • • = • • • • IL• EC•O EriC.,\ 30 35 40 45 50 55 60 65 70 75 L + (N 13.-2' 12'-8' 11'-11' 11'-7' 11'-2' 10'-2' 8'-9" L-(41 14'-10' 13'-10' 11'-10' f0'-11' 9-4' V. MAXIMUM SHUTTER SPAN 1+' OR 1-' FOR INSTALLATIONS INTO WOOD SHALL 8E UMnED TO 105 psi. DESIGN LOAD. *NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN 'TOSRNE A5.0. DESIGN PRESSURE RATING: L-: MAX ALLOWABLE•5PA14 FOR A GWEN. NEGATIVE A.S.D. DESIGN PRESSURE RUM, (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSIIVE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 1+ FROM SCHEDULE. GIVEN A NEGATIVE AS.D. DESIGN PRESSURE RATING, DETERMIIE MAXNUM SPAN 1-' F201.1 SCHEDULE, ANAL MAXIMUM ALLOWABLE SPAN T5 EQUAL TO THE NINMW DETERMINED SPAN BETWEEN 1+' AND 1-'. (3) PROCEDURE TO DETERMNE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CE1UNG MOUNTINGS: FOR A GIVEN P05/7NE SSA. DESIGN PRESSURE RATING: DETERMINE Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Lx+= MAX, SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A5.0. DESIGN PRESSURE RATING: DETERMINE: 1.1-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR ROOK/CEILING MOUNTING INSTALLAIWNS, FILL MAXIMUM ALUOYA8IE SPAN IS ETU4 TO THE MINIMUM BEt6EEN 11+', 'L2+. (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 4L10WABLE SPAN AMID NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPAONG. • CFPARATTON.TO r0ASS RFOLIRFMFLIF (1) SEE BA107 FOR MINIMUM SEPARATION TO, GLASS SOtEDULE FOR SHUTTERS INSTALLED wfR 01 TEA£ FIRST 30'..0T ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS Ms -MILD ABOVE 30'-0' EL-EVATMON. OF BUIL5AG. MEASURED: AT 801TOM OF 41UTTER LS 3' MINIMUM SFPARATI0N TO CLASS SCHF7IBF SHUTTER SPAN INSTALLATION W/ CENTERMATES 105' 0T LESS 3 3/8. INSTALLATION W/ ' OPPOSING CENTERMATES 4" >105' TO MAX 3 7/8 s ALLOWED s USE 2 1/2' FOR HO LOCKV GEM.6T0MAR RIO USE INDICATED VALUES FOR H' MINIMUM SEPARATION TO MARS tt24-OU10- 5H7TTER W/ ONE LOCK & TWO LOCKING RCS OR WITH OW Y TWO' 1 TICKS SHUT TER SPAN ,. 105" OR LESS INSTALLATION W/, INSTALLATION w/ SYMMFTQIrAI .OPPOSING' CENTERMATES CENTER/TATES 2 3/4' .• 3 3/I6' f H.V. CORNER CENrERNATE (3 um BE USED AT,41.1. MOUNTING INSTAUATIONS, LOCKING SPECIFSCATIO4S 51441 BE A5 W401GATED ON MANDATORY CONDMON #2 NOTE (15, SHEET 5. tt EXCEPT THAT MAXIMUM SHUTTER SPAN 1+' OR 1- AND MAXIMUM ASD. DESIGN PRESSURE RATING FOR INSTAUAT1C+LS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS: 1- CONNECTIONS. TO KEYSTONE MOUNTING LIMITED 70 +64,-72 ps_f, AND 8'-0T SPAN, OON SHEET 7. "• • • TILLT TESTING & ENGINEERING COMPANY 1135.3 N.W, 3601, 31 Si.. NA800 b 6 n.C•0• Y/o Phone : (3C 87Z1-1 . F. ( )87 1531 • e-1k6: a 00004 • • • 03-0006719 • • - 'BOLTER A gulf MIP.E. • • • ••A Me 44167 • • • • • •• • ••• • • • • • 8 • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • •• • • •• •• • • ::AS.s.A. American Shutter Systems • Association. Inc. • • 4248 leest Roods Drive • 11j0st fiche Booth, FL 33407 Plow #3.0)4.2-1E04 , Fox: (561)209-8380 • • • • ••• • • • • • • • • • • • • • •• •• ••• • • >105', TO ALLGWED MAX 3 1/4" '." I. 3 1/4" " USE 2 15/16' FOR HV 'T- LOCK -OW/ 45 s" USE 4 1/8' FOR HV -r LOCK 9 W/ 0'3 USE INDICATED VALUES FOR HV CERT MATES, INSTALLATION LEGEND !! c0NCRE7E a M 411100r wool) WALL A. B. C. D, E. M. N, 0. P, O. R. MOUNTING F, K & L. 5 & V. FLOMOROUNTING /CEILING G. H. I. 17 + 3. T. U. W & 6. + M. 1J HV BLADE FLORIDA' BUILDING CODE . -(High Velocity Hurricane. Zone) CI 2017 EASTERN METAL SUPPLY. INC.. BERTHA HVTM Accordion Shutter System HV. BLADE w/ OR W/0 H.V. mcow BLADE 11LVA, 015CRIPn0R OUT 15-080 ' DATE 38/02/17 [WARN EN: M.L GATE: 06/02/17 DRAWING No 17-1'22 SHEET 11 OF20 •1' MAXIMUM ANCHOR* SPACING Ctn:l-SCHEDULE FOR A GIVEN MAX clomp SPAN DIVW4 NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE 1NSTAt1AfON R 2 r=o1•rt•cs A 6 C 0 N• r a 6ssr BT vaRTFra (►} ts%Rn6NG Rl"r7bE rAb:.J A3:9, 0?�4d rlif.Qft[ lGW J SSy . ,-: �. LOtO _ L.i11.L C>=i•T� I[i 730 �r0 l' '�F'�i ilR+ r.:rr ;..rL_. thiamin 1uElMI[II®1:11EI©L21L�ICIERIlrnnnIII•'•-.7.11111flominum MOM maOnnET( ka a® ;mn d1E1 u®cEiKIWIio`sAnm4. ha ol �� „um,. Ear HeH��mvLII>oIIalt,1)MRI L7mIIE7[>fIIIIR7LE7 OT4QCIICC ]IILT7T0 n ®®BHHH�H�H®BH®giOsamIIcanr3owr�raooncanm®��4rur�e�onnn�»agiE:� EDIENI EIMICIpa�mpmpmrp31�IQeaLL mm 1lJIU mEi n�ao�cwo g��g�� ==z U®®LI MMIZ DI7 i0L�m[>AL1 ILNICI CI FiQYQIIppOLiIIla ]o m [I7i6 • oLmL ®L)!nLE If EE3iE7OIDIIaL3p� IIIItpOEilaIrc,T[a,tF=1al TRENHKRHREEHa IITTE3ma' ano I[Ifl7113Z IEQ]LML elLIC3IIQaLQ�®LIIII inty1[mmfFJEllIP IOL�IIQEEMiL;7Ei 1nGloa zigna 7Lnmlmotimmoi m0LF3mENIEWIpgLLIEERILIMIQl=QgL�iElQIIIIIjaOCIWs ppp: IIyyppLMII� p �p� i[7L�R7�L:'QII �shad � mBEHEm HBHERHHgmsHwiBmissi a�HHHH®IE umim H DAEIEE ERIIIIIIIIII EIL) IU IIILlipO tz _to �QLZC70Ci3f IIIIpL�p©gL t?Ii7 OLFILr7II©aDIIIIiL7�LSIpLIIitaL�00 t: -ts LII[3IIL,7IIILE2W1211LiipIIIIBI®Q B nu y-0- LflILT.1�0©pIEMIICEIRIIf70p®p00011:11I IILI®6RellCICEIENOtiL=OaLO�mp ;G•-a OIDL Ir'_ 7L'14 Q7®eee��nQ® Eae�e�ep��®��ID�1as I. �pHHHHHQI'� ' Eo` HB 14 113 11 is '"14 12 4 ��H��®II�H��Hp®�({��H®iiCiIIIILZLLInz]®©Q� ®Cl®�©i& ® eH�HH®nio-Hem OfLI0 IIII 1v"121 :?l""OII� e H Is 12 - - _ - - 14 12 Si 14 1 8EIF uris r is Is 12 14 Ill u Qrn o vID •1- 14121• 13 N' 5-0 Is 1• Is *3 12 14 12 1• 1Y m ®m>o II ©E *4 12 Is .0 12 - 1 t• t7 I• <2 1s 12 Is nL�aora..mo.mr`lHHIii1HHHHIIIHH'IMIBB 1�- eoo�Na�eHHRIReeHHH es a sHIIHReeeeIIaHe®®HHg • uras- - eaEQaCIIMM 7IIn©IIL� et-3 1• x 13 N u - 14 1• - net • 3 7•- • • 2 • -i•.' - - - L' 73133 33 3 'I-T4- - 41711333 3 6 I73 - 33 'i StATEoF -I- 63 • 3.3 7 •3 •. • TILUT TESTING & ENGINEERING COMPANY 639s •R. 311t,. a- 9s Y1q. m ONtQ.. Roma Ism , g1971. 71-lglo. ,, D3� 01-17 I• • • • 09•B*06711 ` • • • 'W.'FR h 111Lr Jr. ►1 • • •K1 r167 •• • • '- •A- - • • • • • •• • ANCECKA-SE=119.-LIMEND * SEE PRCNOR SPECIFICATIONS ON SHEET 13 *SEE LAMM& CF USE FOR SLADEca�1 DEL ,9 I HV BLADE iR CO HV BLADE INDOW BLADE WORKING IN UNISON FLORIDA •••• •• •/4:S.S.A>. American Shutter Systems Assoetaf on. Inc. • 425Baphat Roods Drive • g°1'r1•Beec11. FL 33407 Phan; ( )/42-7,O4 . For (361)209-8300 • •• • • IP MI • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •• • • • • • • • • • BUILDING CODE (Hy. Velocity Hurricane Z3114 0-2017 EASTERN ISM SLIMY. INC. BERTHA. HVN Accordion Shutter System RV. BALE yt W/ CR W/D RV. V. XW BADE us:IVm• BNL,. CRON Mt al 2 a0 13-000 otvmin 0210 os/oty17 DRAWING No 17-122 2 0 20 14 • 10 s © 4 - 15 10 !1 16 3 10 14 12 10 0 -0 'a 6 43 ss a 14 12 13 5 33 3 6 gums 14 ��M.I 43 3J6 73 33 4 14 12 t0 3N0 a )4330 - 14 12 m s 1 0 13 S 33 IS 4 3' itl12 •35(53 ♦ .3 is $ t is 12 15 A �i t 73 11.5 45 3 4.3 �ee 2 nIe�aee • 14 • 12 EMeee03 e�® ®®�B {4•�� SS L'<1®QQ mQ�7kIEiY10�®®®Ll93 55 ��11 10 . . 43 43 13 14 51;?i lEC1iIVE 1111D MD A CCRRESPONDIC YI*2 TPiC IMF fDR CON4237r INSTeNzweti Num "'I^ ®W.ALL SILL MOUNTING ©CCUNGmMO�UNTING I ®FLOOR MOUNTING my 4.50. ,..- = . U310 ASA. OEft:N 1EBI0IWi 40M J. .sa •• /4Gl t .0*33 1 0112 • 1©©Q ® 6e>. l®®a Nil �.C®®�®pppp��p ��pp Min �FV131: ID>DR 0. 4 7 14 ®3mQ CfHRHHHH® I* DI 6 ®®stJ MI 10 9 N B a ][0 _. .. aQ)Q.��Q a ._ * * STATF ;TF F F1QRIDA.'�‘tA p�14 TAPiXIN 16 a0 TE SOL ALL POINTS SOLID -SET BILE TAP W/ GP TAPPER+ • s1E 331.37 01• wUGE 404 Noe 600 9FE7 is . BLADE WORKING./ IN UNISON .• • SPEC)RC 11ON$ ON ANC}OR REQLAR6UENTS POURf) CONCRETE OR CONCRETE BCOCK SO STRATES: /. ANCHORS TO 0LBs15AE SH1! BE AS 304. 60 (A) lD mum Pau® came (W1 re . 364, - - 1/414 13/�44 FINN Knew=OPOS A �r ANCHORS. As ILDAW1CTURED ID LtiR %A C (76t, re 3 1/f1 5t1£ TAP AMIE S. AS. 05TR uTED By NJ. POWS SOLI t SPECKUY 4b4P644r. � re .:3 is) -- t/411 TAPPER* ANDERS AS YRe w/ op AS DANIJFA37URED 43 FUME* FAS1p0.5s 0*15CF, I_C (I0* re = 2 i6i) 7ASITh l ., Xm issaletrim err ANY ON 1 alrHw APPROVED UCEEEDED OR !O4f1#1. E5O lOR 3E237FRED V/=F•` M 9MTER SYSTEMS A55Oq,NLy4 INC. 4.1) 111461U4 4511MBM vac PONFD C04011E Cr TANcOY NMI 4.15.9 COD 15*3.OFORN 1E01107420 ANCHORS AND TAPPER. ANCHORS S 1 '-/t . Alm FOR' IALIE Up W/. W ANCIOtS S 1 1/3'. A.2). YSOMWI memoir OF ties 4 3/s' ALL . 30015 0553-SET 41015 9M11 BE 71W' boo 1NE Poona C0*751E.No DoSimETR Km S7*4003AmyABE ?liiAlIfl 1/�'6-?4. SS3 . IUQE SCAN I srm. BE 1 1/Y 17,37 OL64 SI0AD STUCCO. COST.' AND: 1- L1Y,4A4 ETA +g1LS HIM NO STUCCO. A.3) se 'CAB 2451 PREE/37-SICAE mow CON3EIE. PANES; 45 5S On Neer %v¢ER BE P 04Np Ol DE C STDlc NAIL- DR FLOOR ,. ANCORS SNltt BE LDNC 0Ou0 10 REACH DE NUN STRuCTIAM .DEN= Son 374.1 FIRSL E5: ANC4d1A^E SHALL BE AS MMCA= Pl NOT35 Ai 4 52) ABOVE FM Nb7411ATENS ON VD6t 0345 On. ass 113714 CR 641HCUT NETA! WOWS ib/lys LT Des Df4IEER. i0R INTO CPS 1WB4 NETAI: S7U05 3 sum 2OA ._ _ . (B), 1D 3OSil40 CONCRETE 0052 (4TY 3-50) -; 1/411 TAPCON. HIM. 40131 O THROW Mse 1E004134-7: ANCHOR; AS 4AMEXTtsND BY LTA. BERDOL - %<1 . 1//4° my PON:S SOEm-SET S"0 AS D0111.D By ALL PONWS SCAf1Y KILT t' SPECAN1Y G31N1Vef. +bm=7C ANCHORS 14/ C4? AS 400.FACryi AFO Br f1b)01 :ASIENERs 0401. dC 1/4'0 TAPPER* moots a YNa1*CN cA`D 8T PUFERS Fib. 1C.. AND C6'fi. !U/ID DT ALL P3fRS SCREW. RCS. 4 3P30.031 COMPANY OR ANY ODER APPROVED UCk74S5D OR AURWRQED 1t1430 REOsiamf Mh1 1NE /,•1E311rJ44 SNN/1ER 5Y5T4FA AsSOcNn5Ha so 0503• B1) 41141•IY 0000LEINT PRO. CWCIETE E DEN 6 931E TAP W/ GP ANG740 AND TAPPER+ ANCHORS S 1 1/C AM LW'CON +1m1 AOssacED THREADFCRN IECHNO C4 ANDIORs S 1- 112) 1144111.31 403EDNENT Or 1/41 a Sit' ALL P1POS 5CLo-9ET MOMS 3WL BE EN D4ELY ENE DOOED 0470 19E CONCRETE MOOG. NO DOSE Aim 1 0130044t, INTO S1U0D Sou. et PFIO5111ED, 1/4' •-20 53, N DINE SEREST USED SOUL BE 1 1/Y LONE Y % o1RD SalC D Ie1Y1Y i478 1aLL5 sTD7 MD SRA;CO - 03) N CASE -NYC 3*4004 T 5101E-.311FLAti7 CON73TE PA04m, MPERS OR ANY 1A71EER DE rooms 0. 1H6 £CS/ND 353 on F4CCA., ... *44005 41 13 1DN' SMOOCH tO RE*O[. hE NNR STRIADA5E. BE)R4D 5A0 AWL 0/691E5. 1100:13,4E sett aE .s 440540 ON *055.' 1LR. DSTAWiB51 47E 1104'11 SOR4: M R75 ,'AWN OR mow' max SSNOS ttR66a.T. Ris D41.TI4313 root P1LCIA110e *no E5S.WIN BEM SAMS SEE 9EET 20.' . (C) ANCHORS SHALL BE INSTALLED FOILOWNC ALL OF THE RECOINIDIDATIONs A1O SPFLF1031015 OF 13E ANCHOR'S 449IFACTUPER (0) 5EE SCHEDULE BF10, FOR EDGE 06TA10E (EA) Yams STRONG HmA10Ns+P RR ANCHORS. ECGre-Rig . VFDmAe_ S}CEG..2•N1n, - F07 - 314441311,1001 5R1p/S me t 1040,E ammoH110L�( r2R E D. ass- nee THE 543041 A MomANOfp1 sPAlan 341a*ASC SO44LAL10 WE F'310013 F32093, coo. D spaces 030040•11905 FAC1Ct SHALL NOT B lea TMN WORM SIAORD sonars Fos EK14 moss/ now MICR ACID/). EDGE OICTANCE 2 1/Y- Y 1 3/47 WON W/ A04N® 1111 0101y vratm 1rr ssmc 3- POND 0 044. 14N ED.3 1/1. 090 O.•1 0.71_ Ei404Ujim431 1 1/2' . a LOGES ILEX t6l 53.2 1/2' 1.0 1A 1 POIM 501D SET Ian. SPA 4 . 3 1/Y Pasco COMA ONITRQE •. --101E6.3t/r 1175 11LUE TAP W/ CAP SOL SWAM cacRESE DCSa $ N1 E3.r 1.0 SAPPER + /m4- 50A.00 -. 3 3/* POUTED CONSEE 1•l E3=31/2- • • / • T1LLfT TESTING k I7HGINFERD4G COMPANY 4057 35 306 s1_ S. 344 Lama{ 00001L PUMA 331 • Phone 1 A1•,j7� Poe : (30V671-H4 34 • • •1-mdl �YiW V.'S • • • OILIER A 1LWY. At • • • RDRIDANX 1 44137 • • • • • •• • • • • • , •. . FLORIDA ••• • ��A:S.S.A. American Shutter Systems Association, Inc. • 4254401Y. t Roods dive • West H(r1IN•Baach. FL 33407 Ph . (050)442-2404 . F0c (561)209-41.380 • •• • • • •i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 0le4 0.57 Ds1 0.43 023. 4' COOEE 90IX IN. ED.•21/Y 1.D BUD_OING coDE'.(Itch. Vefoci(y Horricon• Zone) .. 0 2017 E15357. 4117AL. SEPPLY, UHG BERTHA "Wm Accordion Shutter System, itV_ ELME .1 M'/. (R w/t1 FlK 1,1007v RAGE A01JA1 020*3I13) OUT 1}®0 DOE .Rant OR 4L: 20/ 0/77 0M1L 0a/02//7 DRAWING No 17-122 SHEET 1 0F20- 11AXWIN ANCHOR* SPACING ('m.5 SCHEDULE FOR A GIVEN_ MAX._ SHURER SPAN. ASA DESIGN NEGATIV ADID AND A ODRRESPONDIYG MOUNTING TYPE FDR CONCRETE INSTALLATIONS i51I lCOMNI[l5 6 A It t 2. O. 51637 7) - - +{11at5M � SIOUPAtaV 0 954 � NF• nVi LOAD l7as S5 6a 120)m 1•3.-®1!• 12 fS 5 a 3'-0- H 12 10. 0 0 17 10 • 14 12 10 5 4 12 1• 0 4.-C. R Ta 5 5♦ 17. TO0 POURED casCJIFIE ,a[9D7 1191211119 1210 434 a • * 12 it (12 I a a /7 4 • • 12 5 • • is 12 10 • • I4 12 10 5.. 4 1 1♦ K7 Mt* • 0. 6 a • 74 12 16 • 12 le 3 S.To- 14 12 10 • 5 14 12 10 6. a 17 IX 16 Y-0" 6'-0- Tate 14 82 13 • •. • li 10 •' • 14 17 /0 • • 1• 12 10 • • 14- 12 /0 5 0 Is 12 10 5 • 14 12 11. .5. 14 12 - 10 4 6 1. 12 10 6 •. 14 12` 112! 5 0 14 12. 10 • 3 14 12 To • a 14 V 13 • 4' 14 n 70 • i 14 32 10 -• • 34 Is 1D 6 a 4 17 10 6 IL 1' 0- 12'-0' 3' 0' 1s-0- 14 32 ID. 0 a. 14 /2 10 • -6- 14' 17 10 6 6 14 12 10 • •. 14 12 11 •' 1 N 12 10 0 a 14 12. 10 • • 14 12 112 6 • 14 12.. 16 5- a la 11. 12: 5' 6 14 12 15 3 • 14 17 T0. 5 - 14 /2 10 0 - 14 12 10 - 14 12 10 - - 14 12- b - - N 12 10 - - /4 12 10 - - 14 12 10 - - 1• 12 10 - - 0 5 6- 0 i a 6 5' 0- a • { ®NN.1/RDOR MOtN11N0 7L1DD29d. a(:S 10 lm(10D206 3) ales 73 » 12 tri 103�^7 IEBEMEED 12 12 12 12 !6l a 12 12'117 17 13. 12. 12 13 13 10 a -• • ti a a • 6 12 12 12 12 17 215 [� 13 12' 65 • 17 12 - 4ra 1f 12 12 t2 106 12 et 12 •1 •. I2 72 12 12 10.•- 12 13 as 75 6 12 12 03 •. •. 1211.3 • 7533 6 6 • 32 It • • 6 t • 4 4- a' a • I • 6 • - 6 -4 ■ - l3.�7 13 75 • 3 I * - - 12 I II 63 0.5 15 • 1 12 12- '2110 z 12 I2 12 12 12 17 •, l2 11' 72 a 10. 10 12 43 6.3 33 735 • 73 4• 43 7 7 73 6 7 7 65 • 7 7 15 7 7 7 •- ` •3 3a 7 7 3 • 3 - 7 7 53 ! 0]5 -. 7- 7 03 3 33 7: T 7 3 • 3 7 7 a 10.3 •. 3- - 10 6 - I2 103 • - - O3 7 •'-.- - 12. • O - - I2 •3 • 12 13. 5 - - n a 13 - - - is t6.S - - - 10 173 - qs as 33 - - 617 - 10 73 - - 1O3 0 - 4 '3 - :. •5 • 7: iii{43 3 11{'- - 7O 75:i5 4 3 I- _ G3• 431- 7' Ssy • 3 .3 '3.5 3 • L) 4 s3 45 ♦ • • 33 ♦s 3 4 73 - 1- 5f 153 * 33 ‘3k373 11. 1� 1� 7 7 7 P 053 4 7 7 7 1' 4,5 7 43 33 • 7 7 7. 7 7 7 as 3 7 7 7 7 3. 7 7 23 45 3 7 7 7 - 7 1 33• 73 a 4.3 5 33. 1- - 7 7 3 77 5 7 5335 7 7 43 7'! 7 53 7 3.5 10� �rlALz• 0 t1C0.1•f IC1D 1 -.. 100 2o5 7 7 a. 7 2 001EMILI Qpgn 7 43 7 7 3.5 • 7 7 7 7 3 7 ss 33 ♦ 3 7 7 7 7 3 7 35 4 43 14 - 00 7 OseldsALs OVER MOUNTING A3A.76L$ %MAMEE UPC Coed, 3D a l a2 75 I go hashes 205 3 3 i 5 1 3 ! 3 5- 3 3 !-1! 3 5 3, 5 5 - 5 5 3 3'14 3 2 1 3 5 3 3 3 3 • 3' 5 s' s 3- 3 5 3 3 3 5 a 5 3 5 5 3 • 3. 3, 3 i 3 5..5' 3 3 3 5 3+ 5'5 3,3. 3 1. 44 3.5 - 5- 5 5 5 3 5 1 2. 5 3 - 5- 3- 5 3' 3 ♦ 3 - • 5 1.I 5 3 1 3. 3 3 5 13 3.5 3 - 3 1313 5 3 13 - - 3 3 5. S `4s133 • 3 16 6' s I3 Is 3 5 - 5 P5 5 3 3 4 3- - - 3 6 • - 3' 3 5' '5 • 3.!- 3 i 6 5 1 S. ! 5 - 5 5 5 3 S. ♦ 3 - $) 3 • 3 3 < 5 ;_3 5 3 7 v S♦d 7 33 - 3 l 3 s 15 i s I s- s 4. s s 3 (3 4 ] - QL1O [7 DO - 3 l.3 • 3 (3 3 43 35 - s. - - 3 5 4 -- - 5 5. 43 •• • • • • • • • / BEMQRS MICAMcccun. TN EAOFO Y Q ND r ALL POINTS. SOLID -SET ever-...r . TAPpEst. * SEE ARCJ-OR SPECIFICATIONS I ON SHEET 13 0 Y61.10 ONLY FOR UP .TO 470. -75 PSF A.S..DDESIGN, PRESSURE RATING 3-FOR SPANS PER SCHEDULE '4. SHEET 11 T611r 1Es11NG d ENGINEERING COMPANY tg3 NIL aid St. A 305. 7••10 •5003. FL5•21 5760 Ph•• : (300071--13.70 . fa : (X5)1173-1531 4• ••• • •5141E*5 Tour Jr. PE • • • •7LO6q Ile, / 441* • • • • • •• • • �71{ • • •• • • •• • CD HV BLADE ONLY , • •• • • • • • :S.S.A. Amer1Gen`Shutter Systems Association. Inc 4256' West 32305 Drive • Ra1e 1e1m 005e35 1'L 33407 PO050 (e0C)162- 204 . Pao (551)209- 30D • • • • 1 • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • uY316 2 FLOR1b/ BUgDING COCE,- (High Velocity Hurricane Zane) ' ®. 2077 EASTERN NUN. SUPPLY, NC. BERTHA HV,M Accordion Shutter System ILV. SAGE iy1 W/ OR w/b H.V. WNCON SALE 0475 SAWN MC. leg35/@/,. DMZ 36AII/17 OLD 1 -006 3 • 3 a DRAWING No 17-122 SHEET - 14 OF 20 13'-0 r =SCREE MOCK • aNc11O SPACIYG rtn.i 9CIiEDUtE FOR�L cn�rt Max stnrrlFR sPA1y j)ES1G.1 NEGATTVE _LOAD AND A CORRFSP--1040 MCUW7ING TYPE FOR CONCRFIF EA no( fNSTAt I A71(11I� f>g „0111M1 CD A, R C. D 116D F O19W 61 OVWWJ. 5)LL�{ptf1� (D)1PAL SRL .Dlefft,C Y/ Q$ v/Q ®WALL SILL MOUNTING () NEAOFR/ IU ®W3L/FIOOR uou1RB1C G%d1ow), OVD7 NOUND116 ASO. CESON r•CJOnE BAra .J RSA. OmG4 I€7 T47 MO Aia.- °E9rit 1EC3IM 10L9 - &ea.. Curti..774OWE. WOO 1Nr1 ASS . �• Ilk:. W 5 ........... B70s ��,m 100 .._ m W .t 7a 1 . WOW* Ba10 r ASS DL9Ca NLadrjA aAD 1.- - ,1 ro i • is 4 ♦ Q® - 4.5 W 75 SO 7.3 ...Dr? 'Sig . - 1a q 10 f !.. s. .a a 73 S. aS -.- a 1 e e® ii u' ®® 10 s a 7A ii t. f 12 ' fo . ®®StF7¢Z®UM N ,x e s u e. a a rs . ,a f s j 1♦ Ux ® p Qp OOpi a ,x ro a . gm II 10. 7! MINN 79 I • III 6 17 to a • Li�t�1 Om©eao 10 f. 14 IJ 5 B • - f B�e��®B® ®8 u n f -ss .-1N1!!!ANgm ss . llIII 7FF3Q p ,z 43 • - » u ,6 e • - - 1a 1x ,e • • v-ENUNKOMVA6a11::::C:®mE>•OtLiCfO[R7®0E7p�®n!( 1a . u I2 ! - 1 : s , • ,71x ,0 ♦ 1- 1 _ a ¢ fa B s . 1 - ra 1a m f aees u tD a - ,a ,J In f as u , gp[IF�IIt�L�....0T..�aIL]E1. TOOK] ........ 3...1.... }JL1 _... • ............................. UCF710 ............................. LI .....00n.am.Q..n ©oIMEM®..00aa ....Doa ........................ wooI 5 1416saee, s-ea+ims MENN • RRB IRR HHa Ha IEHME®S®e�ms®� A..00a mmoramme„ime,.�g88li©o8nBamooma2 Qo....00.oa.....sA..eoaa.aoonuomaoaeA7L®aVIud II!111U©�EQo�ynoavoomaQE000maHa®rli®® Neememmemommemaimangsmgmemmenemsnoe000amo 11 111111111111fEnts iiii voaeaass- -_. J3 SO a 7 45 •• •fi• • • • /147"1"r"r".'-'1\'11. • • TILT TESTING .t ENGINEERING COMPANY ass • a a.-x.tee mE: a.cf• aGCOrc mese rota Nem 1 (310 21-1370:7's 1 (105)01-,53, • • •• • •s,LDt& TWr Jr. PL • • • *amino tis / 4414, • • • • • •• • • • •. _ ♦ • • • •• • 1. • •• • • •• • • • ••• ;S.S.A. American Shutter' Systems Assocfafian. Inc. 4263 Wert Roads Drive • West P81m Desch. FL 33407 Perot (1130}0a2-4 . Fax: (561)209-D3E0 • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • ADVANCED -• 8WE TAP - TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 •SEE marmots or LSE iORI GLADE .3 ow SHEET 19 CI) HV BLADE OR (17 HV BLADE W/ 1A' HV WINDOW BLADE WORKING IN UNISON •♦ FLORIDA BUILDING CODE <High. Velocity Hwri:ane Zane) 0 21717 EASTERN PETAL SUPPLY. is - BERTHA HV-ru Accordion Shutter System 1tV. ELAM /'1` W/ OR W/b H.V. WIDOW HALE msrl - acmernme OLD 15-060: f 4 f ORION MO .41 ORE 013.112/17 DRAWING No 17-122 SHEET - OF 20 b1AX)MUM DESIGN PRESSURE RUING' (n..L) AND CORRESPONDING MAXiMUMANCHOR+ SPicTNG Cr.), SCHEDULE FOR A OVEN MAX. SHUTTER SPAN. NEGATVE &S.D. DESIGN. PRESSURE RATING AND A CORRFSP(1N))NG MQUN ONG TYPF (SEE 140lMa1GS OR SNEE15 75 & 17). - _ 114245111 (,a to w lua s'-a' S -0' Y-0• 9 1l•-0' 12'-0' IY-O 19•-O' 16'-0' SOUTHERN PINE No. 2 W/ MIN. GW,5S, DOUGLAS FIR W/ MIN. G�SO WALL MOUNTINGS CEILING MOUNT T W. 0 at R FLOOR MOUNTINGS W & nil 115481105IQa -i 30 0 51 75 90 10) 12 72 12 12 12 12 12 12 12 12 t2 12 72 12 10 10 10 10 10 10 10 to 10 10 10 +o TO 10 10 10 TO 10 10 73 53 4-5 5 0 5 9 73 5 4 a e a 63 4.3 3.5 a a a 63 3 6 53:111606T1169R 991 -1- U BB"1- SPRUCE PO4E FR NORM w/ MIN. G=0.43 SPRUCE PINE RR SOUTH W/ MIN. 64.0.36 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS 6l, N. 0 & R w&X 12 12 12 TO 4.5- 12 210 - - 12 1/2. ION. COX PLYWOOD ‘IPPL 111,6c W/ 55)02CE PLYE FIR /CORM W/ MN. G.0.43 SPRUCE P1111 5 YY/ YIN. S,•M MOUNTINGS 67iA15050lPIIE0011 = 103596esmEMILMIC._. 55251200691E MI5 an. 556461.11,591E Nh63i MD 11301 1®E REMNa.. ®11®R11151Et/Z.- La IOW 614417554E MS0 05373 40 50 75 9�0Ss s 40 90 105 40. 60 90 105 30 140 60 , 00 as .. 0 60 n as las 30 loa so .5 6 6 6 12 ID 1010 a 8 6 6 611 �12 260 a2 72 12 1225-os 6.j6 6 5 4 ♦ 4_3 12 12 12 12 �•' 12 1212 2 12 12 72 6 a 5 6 6:' 9 6' 6 6. 12 /0 10 9' a 8. 6 6 6, 9. 6 6 5 4 4 a 3 12 12- t �� ' 9, 5 5 6 6 6 5. 6 5 12 10 10 9- 11 7 a 5, 5- 6 ! 6 ! 4 < a 3 r*•- 2 1F 72 RN 12 12: 12 /2 ®®12 ®g1V ID 10 5 s 6 s 6 53 5 ss 12 70 +0 9 s 33 a s a a 5 4s 6 5 a a 331 12®12; 12 1a 2 12 2 tz12 ®1212®9I 116 4 E S 5 3-s 12 tD 70 7 SJ - 6 5. 5 0 6 3-12 12. 12 12 1F �1�. S 43 33 3 12 10 t0 4-6 e 33 3 6 5 td12t21Z mumUT'Eiumummwmnimm '.mt�mn3 - 0 �5 -� 1® DEW e�iM®[iU�UeM.�,t0R®M HI 6 7 -�I�' N©� m 2 /2 NA[s31L:®m6Gi6GQm`"�®Y-ia�M ID 3.5 - ' 6, - ®mm©1®® 12 8.5 81®1111�, 7 6 3 - 12 12 12 35 8. 6 12 Id- 35 3 E 43 +2 93 5 4 5 , 0 6 - - L 12' 11 5 /73 5 12 12 a5 7 6'' 4 1219 6 3 2 1- �'�. Q - 6' 7 12 65163 4 12 12 9 ;65 5 3 1.3:3 3- 10 110 10 10 10 4 a 6 6 8 5. 8 6 - 1.5 CEILING Mg1NT T FLOOR MOUNTINGS W & X a 6 WALL MOUNTINGS P & 0 5 5 ao. WALL NOWONIS 6.0. WIN.. MOUMWGS S&Y ssv (1� HV BLADE OR' C HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON• . S1.41 as III .4A • a • if + NOTES ON ANCHORS REQUIREMENTS: w000 SUOSTRATES. TO POD. MOOR 05 5606 WOOD 56777E Mika tE A5 FOLDER -- 1/4'5 1n►00N N407006;'AS NNa110C61ara 9r I.LV. 816DE11 W/18651.N 0HLYOR Is socan: 10 Obi SEr:1t01 co 411WS le! 17. - - .: 80017000 RE NOR 2 9HLN 2 NIfl10R5 10 MIDI COLPIC MOLL REPS PER 1101R09O RIPE 0. 511187 17 All 9481 006157 OF IOC SCREWS AS PER 1005 2015 SPEC51120168 3.' assets[ Soul co05T 0r lam RR4Ow*' -60006604 L01E N. 2 V/ 64632 LNG. -000614$ 0/ 0.650 huts) -.mum pee r6 N204./ G.5) PM -S'91106 Nrat Z ow 2./ G.0.35 o30 sus) s) 4. ANCHORS 1WEL BEEA450/1ID 113 0NMC AIL rr®55mg is 17C I5pyARO 9EL6100ry41 Or 111E ANC/CM T t` * *; SarrEOF - ffA; 'r'�s j0RtON /4.47�1. •• • • • • • •_ • di. • -\•• 711.122 TESTING 1t ENGINEERING COMPAINY 0394 N71 5 91. M. $ 501 n410161 COMM RAa1 Etta Phenol (305)971-1530 . Fos .- (305)9711-1531 • 4+1139E51•••••••Lwo• • • • • 4+} k • ••• • • • • • /•441 • • • • • • -- • •• • • 39 •• •. • •• •• • •. S.A. FLO010A SOWING CODE (HyhVelocty Hurricane Lane) Amarteon Shutter Systems Associafton, Inc. 4268 West Roods Dire • 19es2 Ran &Oak F7. 33407 Phe,! (1630) 32-4204 . Fo,c (551)209-5380 • • • • • • •- • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • _. • • • • •• • '4D 2017 EASEEEas NET& SUFFIX NC: BERTHA HV,M Accordion Shutter System )LV. MALE 4t1' W/ OR w/b HIV. WIwv axe RD:ft 51301140011 ma t 1 an 15.0011. a 3 0A750 06/02/17 DRAWING No 17-122 5 6 SlT 1S OF 20 45 • INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR co HV & HV♦ BLADES (AS APPLICABLE) -t/4 R -T/P', I WRq ADVANCED SHR(AOECI ' TINOLOCT a/,1 I/sPFJ0 MOON / FXBONC WOOD HEADER; (SEE sOlmul£ ON SHEET 15) . F �� rt••.� i4 EiN6H Lra] ..L OOSTYIO MW.NOW rmits- sm. amain 10 CLASS CSEC • -Ifat iAE( 04 sex! ttas(E„ • • O HV WALL HEADER INSTALLATION .a, GLASS—, uEl SEFAPRKM cont m omm gad)RA1EON SHEET II) .-. TAPCLW 1ECE1OIEEEECI0G7 A r133 ./^t/2 1w. PENETRATIONOF 1EPFA7ETi..68* H10 P1. (EE£ 50•DULEON ._1/3- MR Cox R. -- •.z. r '`.togyrC6 NIL Yy." SROs • le' •/ANL. HE50.' PCTWOCa TO EC HOgalO' 10 - • .• N ACCOIOANCE SRN SECTION 2322.Ot - $L Q HV WALL SILL 1 '. ALIATION MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS_ INTO WOOD WITH HY BLADE m ONLY SHALL BE LIMITED TO 105.0 osf. A.S.D. DESIGN PRESSURE RATING. SEE S�H ar .1,9 FOR MAX SPAN & DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE C) & WORKING IN UNISON . i W/ 1. 1 `1.tAT FA TRM01. aF PENE o1sllrlc Nan N[NAOEOIt • (SEE SCHEME ON SHEET 13) i EITSTINO r=.- omit-•1 IWX1 P, MOIL 1. • OCTV& en. —nee W000 HEADER REOURED MK SEPAPSEIC0 TO SUSS (SEE ST'VEDIAA. SINET* IT) OW WALL . INSiALL/►T1011 1 } .- '�I/4'y 1APCOM WTM ADWIC30 .. 1llREAOT•ORN TEl`10/0tp0Y W/ 1/2' W1. PENETRATION OF TMGAOE0 AREA Wr0 FIYI000. EX61a+0 NN. ) .5. smog ' • •- -• (SEF SCHEME CV SHEET 15) • or 0.MAX, C..NToot—' `� -iyg000 TD 9E Amoco m - °/2' FIR. MR\ •.L..•MF*•L I FRES PI accam NCE am, LTT Ppa° PM SECTION 2322 OF THE FELL j1,,,..,,, HV WALLSILL INSTALLATION• 1-SEE SHEET 4 FOR TYPICAL DIDIFR AS 040.y. 2-440t/UTPG SECTIONS CAN BE CCHEAAHNI�' IN TO I• SEE L 5t70NSC( USE or RAVE iTei OM 54337 19 •• • • • • • • • !1 *7�a�;d .V \: fl.UT TESTING JG k Expta to,GONNT s PA OR.I. am. 34i1a ae. w0/114 C �Qq MOON a11aa Ph.. _ (.396).71-I530: Fey 1(395)101-ISTT • *2IiETE . • • • • • •• • • • • rse PTA a. m a,ss DEE !— ITili eADELIAgO E037ht Qs 9.[i..19 SASS-1 SUM. I,.p 3 `1/431I5EAOFOMI TECHNOLOGY W/ 1 1/2 EO+. PO83RSTON O: mac�OF .000 ARM RATE. (SEE SCHEDULE ON SHEET 15) 0}IV WALL SILL INSTALLATION JE'USUSA,- 1/4's TAP0@T NON A0IA CE0 Itaaaloar r PENETRAIILTI( UDy100I . A RAZE ($ SCE3II1 15) ® NV WALL SILL INSTALLATION 0R fLOP.IDA ALLUDING CODE (Kale Velocity %retorl Ian • • •. • • . • . • :S.S.A. American Shutter Systems Association. Inc. 426e West Roods Drive • West Palm Geode. R 33407 Poore: (000) 2-•204 . For. (561)209-8300 • •• • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • •' eI ® 2017....EASTERN METAL SWPLT, LNG BERTHA HVTN Accordion Shutter System RV. 0..4UE ft W/ CR W/0 H.V. WIDON SAX Nns. OA1t I Z/07n7 OUT T3-010. 3 4 LOAM Er, OAT0 CJI/"1'/I5-' DRAWING No 17-122 3 S4'c-T 16 OF 20 .'1 INSTALLATION DETAILS ON, EXISTING WOOD BUILDINGS FOR.0 HV & HV• BLADES (AS APPLICABLE) MAX. SHUTTER SPAN l+ OR L- FOR IN5TALLATl0N_$ INTO WOOD WITH HV BLADE ® ONLY SHALL It E TO 105.0 • sf: A. .D. * . ' , ES U C _ TING SEE S 0 X S • A _7/ev TAPcoN A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH SLADE G1. WORKING IN UNISON ADVANCED TWIDEADFCAlw TE 2$1DL0C1 M/ 1.I/2- 1Fn aY/�s so2- - PDICISATION OF DIMMED ARE; ID MOM ROOD i. (SEE 501EDmt ON 94ET 1 1/4•.-7 ITSS' 48 � w.ups TR.'SS ISM -coZ`-•1iE scans GLASS i ( iE725111,0 MN 2%4- '4E4m mot, IRK gPHE,OpN ASS (SEE .s1 11T EN c•SHEET 11).----N ® HV WAIL HEADER INSTALLATION 1-3E'4 90r1 s ET7R. TTP CAL. 91A1LR ssma .T. 2-NCTALTS.S. SECOON5 CAN BE COOED Ye 'w.7 WA7-T8 =AT NLV •64CIA ON Sat SEPARA 104 TO GLASS - (SEE SCHEDULE ON REF, 11)--.f) L1/r■ 7APC01,1 Nl ADVANGE0 .2ST Alaa LAC., I/41.-210.3/4' S5 r• PN1LIP0 TRUSS HEAD / 1 1/r OF T,0tEADED L0050:41 OF NOLO SCHEDULE ON SHEET 15) HV WALL SILL INSTALLATION w/ 1/4•-20 NUTS • 1r O.C. ear eau MUM CC SosTING wO TO RE camp DV 4E"E.E1EED EM.71E'71 OR ARe1.1ECT POW TO ODDER IN57ALLA11OM. ye. -%peal wT11E storntowo OF w/Ive AREA TO 80 LW A000 (SEE SD EDLIE ON & DE 15) EM9s0: GA'SJ • wa1440 1 •AA ow 10Cate NA serf 14roe a sa t ' •,mt1 ®' 4,TtfV CEIU r.e- 1•Il IOC. DECK REDMRED (Iq E11L014 ALCM) PEA .X.ABI E ALLATION r � S Or (13 0.40. •6'O.0 4 DPER SIDLE ERSEND -, SONALC TN 1n meaa�c�.p OqR �', ELT•® U3 HY CEILING __INSTALLATIOP(.. Oa Cr • M1 SEPARATION + , ; ra CLASS � (SEE. SCHEDULE ON REEF 11) Or Or 03 Nr.WASHER HEAD TEA \! I SCREWS • 12' as awe IA'. TAPCON NTH AOmNC0 111110LIFdM. TEL1*LOLO41• " 0 •/ 1 1/2. 1En. PENETRATION OF THREADED AREA MD mot) OEfA (SEE SCHEDULE ON SHEET 15) '''''ISS A_.T/ - 'o-!Ati�ORN7* 'a 1'1a (WJHV FLOOR INSTALLATION •• ••• •-. . • • • • • • • • • ▪ • • LL BCO'1,: 'GLUT mEsiNG t ENGINEERING DOWNY Am AN. NAL St. A. es. 7PE74t S41:08. sumo. 111/1 • �• W D�+„K • •• • s4 • • • •.• • ••A•. I • SEE I 6N0E-G.d ,115E of (� APPUCA aE) EXCMND SOFFIT 3/!• Na.. 11/L 1•.4i1A• CHIT. MUM.- 1449E [(�66.70E3-T5 mum 0/ s.nEACI40904R ORMSC TO ASS =OCATE EAT'SlRG45.01 NIDN001.OE MEND ROOD MYaER. (r Ipa Num. NO.4 w/ Y 14n. PFILED AnTst Or. THREADED AREA 0001 TOR IRANIATONS WON 72 P• NAIL AS.0, LE901I 1.0.0.AND •'-O' NUL saw{. 11.5 00014. ATION 6 ONLY VALID FOR ROOD w/ yN1. spEC610 ORA)E1v_OF 050 AS OOLCAS FIR OR 50401E n PINE N.. 2. ON EOUN. r.e• mu. woos Poets nausea on f1NSH AI1D.¢D) DADvANCD MIH PDerittnori 9 )-O AREA, • mien' PTATE (SEE SCIED4LLE ON 04004 Ts) QX HV WALK-QYER INSTALLATION FLORIDA' BOLDING -CODE (Itch Vebc:ty•Hurricane Z•ns :S.S.A. American Shutter Systems Associatfart. Inc. • 442268 1E1At Rands Driv. F o4 (L 00) "• Beach, FL 334 )2 09-83907 • •• • • ft A, • • • • • • • • • • c'---11 • -� • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ® 2017 DSTERN METAL sUrn...:.�NC.: BERTHA HMI, Accordion Shutter System KV. MACE #1. w/ OR W/0 KV. VANCON RACE 0601s1•N 040 C1D 15-a!O .Z4/0{/17 s MOW 06/0E/17 DRAWING No 17-122 1HOF 20 • MOD SAM END INSTALLATIONS :I) HV & :1A� HV ♦ BLADES INTO 2"x4" MIN. WOOD STUDS. 1/r. mean .tsl nun \. \ / 1 1 1/r .ao SRI06 OR oa9we Cass �V`` .1 •/...- 1lr tw•Ai0 — L ` `` l/ ft, %1i Arica? r w slao6 patl u. i. 101 3.13 1 I -F00 a. SAS. �-� v-�-€:s•tTr ENO CONNECTION DETAIL 3tJ osrMO 0Ass— _tile r/w aa 1 2 Yol MCC- '.ofisr/ . WOAS CM STUDS fro• , .ao snot • ,r O(' yeptijtem sat 11 RA COO CA ACCT ISM. „Ba ( i IL-� g� V L3 3.3'\�T• i;%-6•r-O•@ END CONNECTION DETAIL, 0 - •at noel rlr 100L rood Amos noon tuv NA VW 1 =01sa errant 10 PIP mom s.0 END CONNECTION MAI J =mot weir iaWean''-'• ig116. + t zs•w000 — SrUDS WOO END, CSONN ON � Ntti SF /ram'_ • 1/r tam. mx r4-aaar-1�` rAft,, TO ages END CONNECTION DETAIL .. ••. • • - qd TIWT lESt1NG t ENGINEERING CONPmy 6E5 M. Ss. St. 9a 3030016.6 COCOA nam. a310 Dim* : (SOSy671-,53O . im a 0050/1-Tel • s-10 0r'.• • • • • ••crE0•. RUr,k. OE • • • • Flk w •aaa• y 44t• • • • •• • •• - • • •• - • • • • • • • - • • • • • • • • • volcaece PLAN r.f• lsra rom snns RECTO. —Oo61616 0. 1 talaltat Re oas (H 15u£Est m S OT9iS1 .An166COSIX al VIEW Y DETAIL X , • • •• • •• • ••• .. A:S.S.At. American Strutter Systems Association,I4288 West Rows nc . Nest Peen Beach FL 33407 F".9r (8P0)102-82O4 . Fo. (581)209-83e0 • • • • • •• • • • • •• • • • ••• • - • • • • • •.• • • • • • • • • • • • • •• •• • • • • • • SrPr NM a.�- ea aft; a am, *temps wart AMR mis sat tea tv ILE Orr, 13 ran_ 90E o4Mr0 01.SN 10 10100 : fv END CONNECTION_ DETAIL (• PEMOtO ONLY sat vas aloarx nee 1r-o. I. I ♦ SEE U4 ATIONS OF USE OF I BLADE 1,11', ON SHEET 19 FLORIDA. BUILDING CODE (LE: ii Veleta Hurricane zone ® 211/7 E/S1Eot METAL SUPPLY. 01C. BERTHA HVN Accordion Shutter System H.V.BADE ,; W/ a W O H. , SAE NOVA. 1 assRIFeor a a 1e-ae9 Drat on/ON i n . ui. :8/00/11 hVc _ amain S 4 3 6 DRAWING No 17-122 la ALLOWD As ALLOW( TM. EA. DO S 1m:00115, SE ENO 10OOMMS 1 fALS C11 51EE15 10 &Flru oa I I .01 $ 01 m A 04. 01 4 4 I 0• 1. 4? t f DP k eRTO• c> a6 057110 CASS-i TYPICAL T • NOM 4 ALA PLAN BLADE WORKING IN UNISON WITH HV WINDOW BLADE S_HUTTER* aTNa. S wt DDIE• 113011D ONO reiS 1C/*E a Bar 12 RN ONCE ( NO ON 116 BEET RR 6UOIS:j• • :A T - / / / ELEVATION 74 �\ r\ 1' `L-'/ j' / \ 'fS Qom; / Av E11►s�`'�► • •• • • • • • TILUT TESTING & ENGINEERING COMPANY 6S5 Al, Sow se. ak aOL mom omelet ODOR AIN Phone r. C305)871-1500 . Fes : (301,571-1531 - • •-.4111=91 • • • • •AAL1E1.4 Tani X_0E • • • • FUIMIN Ut: j 441L0 • • • • • •• • • • • • • •• • use mN0m 7 eF ICr FOR ucv1) UN60(LW(M NYWINDOYCER NDRK•IG 11{. 1. RAIL ASIL OMSK PRESSURE RADOM +110. - 110 P.LL 2. LWL SNIDTER SPA* 96' 3. PLUMED MOUMNIGS h 77. 6 a WI111 P= 11. 0. T.6e W ON �LA047 Cy_ _ v EiA iAT� t is 1i 5. CFR67tl4A1E5 c7y S10E75 6. 7: AS 1E11 AS 16 IS 17. WNW OR Ri L✓Ot ®IIR01 GCSE OF NC UCCO ONLY AT, lOODOOR ACC= SCE OF IN 1104:0I MADE 8IILL ENVY AUOW A I00ElN OF 5 OPDOO.9 DEER e POI EAT SPAORS SNOM1 ON SECT 4. On MIL CLPARm= FROM TOP OR B0T17* EDGE OF RV MA1007 BLADE 40 OF ANY Y• NOLE MR t�4 S44L E 12' (C) FREW OR •e410N BLADE BLADE COWS OUT FR01t MARIU S AT RIDS LAST BE NN hv new vow ETD MIS[ BE USED AL]EHLOE 10 A 50L0 IIV BLADE TO MTDCS (E) s1wL Nsem OE 66W.6D AD.MCE11r TO A SCUD My 0 EITHER WE of THEM (F) POLTC101101 OE IN svaxet SWL es sawn Sa 1 W LABS FACE 111E AMOR OF THE OPENING PROTE0FM. 1N MOOR [I47 WV OE 0*3' 14701H1 Mt) LOOCG/ WAG A. /6 SE:7NC 100E P5OV SI A .NC 4 SEE Ae0IDR SPACNG GLMME FOR MSi2U1/51011S INTO 1000 NOW &*RIGS ON Rim15. AS LM1m LW 5P N AND. DFSCH LMO (SEE NOIES 1 l2. ABLE} 7. SEE MOOR 9AOILststwattr FOR 8 SIALIA110ta. PAO POURED CONCROE OR COMMIE DLOCIL WNL ON SEERS 12:a 13 AS LIMED Elf SPAN AND 0E522,1 U140(SEE N01B 1 a 2•ABO*E). & LMMD/ SFPARAI01/ TO GLASS SREMOLE SHUTTER SPAN I 1•1e47 SF0P211161 TO' •TABS I 5• la:.. 1 .T.,, '-al . or, 1 -: ♦ .- Is11 a:1•• . ••.I I • •• .•• • 0 • %fir•S S A / • ■ American Shutter Systems Association. Inc. 4268 West Roam: Drive • West Sake Reed. FL 33407 Ph'e:.3001432.22O4 . Fo:o (561)200-8 80 • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FLORIDA BUILDING CODE ()6gf1 Veccij, Hurricane Zone} wen T"FiGTERN LEDA1 9NPPY. N[. BERTHA HVTLI Accordion Shutter System H.V. BLADE 4t W/ OR W/O RV. WtIDOW ELiCE aD ss.OMI - s DAZE MINN O ILL 4412/17r 4' OLT11 »ai70%17 DRAWING No 17-122 1 •. SHEET 19 OF 20- /L'�IPEO •NNIN. /TE 0035-THICK W1. MU 6.653 GRADE 40 806e. DML C-6D GAY. STEEL 0 ;lot 5545 a 16. 0.c q40' 3/6•. 6 ,/r. WM. GAM 4q. 611N A-97 MaE 62 40.010E0 WOW To 4/ C0 rm4/r T1X SCR04S 0R A Rom, •itt CASTING 0(Am F1�C'..LIED Immo 13/IS 6 1/4. 0A19- gap[ 16n coe1. oat stem mai 004162.. A4N A-611 coot 40 1i. G-60 {tic I' 1J. SWUM 10 slips1 • 6 p.c. W,Akik Mrs rs i' l YAMS 7' Noz• BON. AutORYO NTaaa7-. •Sa: , 1/2S oo- ia01 LW.-AMY 6r657 00OC 40 164.. 0460 GK.V. 4E1 96TAL 5454 A11/• C. . (cont.) 3: 1/4• (r1.i--6 1/2. no) _INSTALLATIONS W/ HV BLADE Sc, HV CENTERMATES INTO METAL STUD WALLS. * O 6'0.C. WALL HEAD a•/SI > t +-EXISTING (6' Alm.) HV _ f�t'aj6ta�1Nu'y, DE SLACK DETAIL HVF HV •• ••• • • • • GENERAL UMITgONS AND CONOmONS OF USF FOR BERTHA (1) HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION ID METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNT1N@ ON THIS SHEET_ 4.-ONLY TERMATE 2T W/ WITH 21 ARRA�G ED e ' A USE (2) .if` }5 (6' LONG. (NaUOED AT CJMERMATE. 24). HV ARE ALLOWED LAYOUT_ Uid) MUST ALWAYS BE OR ACCESS SIDE OF --i--•`A60I4 rov a FlN15N AS P. LIcIB1E 60rnDu) SYMMETRYCAL - - AS smooch 0 4 160 0." 100a 20: 16610 a. S/ONE rozxsolaiRrjOGE 51/2' WK.SUCK • • •• TWIT TESTING & ENGINEERING COMPANY 6>8 NM 3R1 R. 1i 40 MUM =ROM RORD1 J31 Aare : (32S)6)1-190 ; Fa : (306)e71-1531 • - • • • • • ALIEK mur Jr. A • • • •FLEWS d 441* • • • • • •• • • • lor • • •• 6aNMUM SEPARATION TO GLASS 3 1/4' FLORIDA �• [• •S.S.A. • American ,Shutter Systems Association. Inc. 4263 Wes( Roods Drive • Wert Ftpen Beech. FL 33407 P,s (1p0)632-111204 . Far (561)2139-8380 • • • • • •• • • • ♦ • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • zoos- AMA. — Veil NOMINAL ALUMINUM SLEEVE, 6063--T5 ALLOY primusamezezza 4x)LENGTH + 1 L ® 1/4.0-20)(3' `BOLT )GUST PEI'fE7RA:t, 1' sso=��:srr= z: `•1/4 0-20 THREADS ® 1 /4'0 ELCO CONSTRIJCTIO) PRODUCTS FAB-LOK: HD COMPONENTS SCALE 3/8'= 1 0.035' 14PCX 166 ,CORs CALV. Val 1ir5Qr C PANNCL. •AMU 4.-655 CRAM 40 16e: 0-60 ? / 0A4.4167/0 MEEK* TO =JOS (21 yeeir TEX SGREY6 SN walla/ 4 EK1A01 F4f L• • AT FM WAD R/SU 00S VIEW Y SIDE CONNECTION TO TRACK :NGCODE (R1Qh Velocity Hurrioone tool 0 2017 EASTERN ACT& SUPPLY. 19C _ ACV RTHA HVT• Aceordio utter System FM BADE 1. w/ CFt - RV. NIAOOW ELIDE 1213026110ti »art 49 ,5 aD DRAWING No 17-122 SHEET '20'OF 20