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WS-12-1574Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177604 Permit Number: WS -8 -12 -1574 Scheduled Inspection Date: September 10, 2012 Inspector: Bruhn, Norman Owner: THOROGOOD, DANIEL Job Address: 635 NE 105 Street Miami Shores, FL Project: <NONE> Contractor: AC SHUTTERS AND AWNINGS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122310120070 Phone: 305 - 799 -2068 Building Department Comments 2 OPENING STORM PANEL Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 07, 2012 For Inspections please call: (305)762 -4949 Page 21 of 35 d B[�3��- �AQrIl� B'uILDIN Miami Shores Villageao�, Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 tF�BC 20 Permit No. V IS- W,—)574- PERMIT APPLICATION Master Permit No. Permit .Type: BUILDING ROOFING JOB ADDRESS: e3C it/ /e‘"5.7---- City: Miami Shores County: Miami Dade Zip: /5, Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): C%- /S 774" ' D bb Phone # :_ Address: b 55- XF /1)5 5 City: 4-7,41/ 574'ic. -5 Stater Zip: �� / ory Tenant/Lessee Name: Phone #: Email: CONTRACTO • Company Name: Address: City: / / L E4l) State: Qualifier Name: 4 g 4 Ad c, �,,i L c $� Phone #: ;/2 ft Pif lir F 71/ Zip: 8 Phone #: State Certification or Registration #: / ti y /7 Certificate of Competenc #: Contact Phone #: ; %� �- 2 °Ce' Email Address: , i o b O q /47.1-1;11/C ,Co y DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: I Type of Work: ❑Addition ❑Alteration New ❑Repair/Replace ❑Demolition Description of Work: 0- 'e� i.e- 6, Color thru tile: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees* ******** *** * ****** * ****** ********** *** Submittal Fee $ Permit Fee $ /� CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ a. Technology Fee $ TOTAL FEE NOW DUE $ r 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 FT.FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 comme cement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or gent The forego s g instrument was ackn wledged before me s The foregoing day of li , 20 /Irby (, � / S 774) / /1( (1 ae 1 day of who is • srnally kno o me or who has produced who is As identification and who did take an oath. NOTARY PUBLIC: Signature Sign: Print: 04 u/ S' f My Commission Expires: APPROVED BY j 4-e Vf oS4n�Wp'' Luis Fajardo Jr. y,�,� rc Contractor strument was acknowledged before me this/ , 20 /j y 4A-vd� C 4 ") e or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: rJ My Commission E b Luis Fajardo Jr. $�: .. c; oCOM. +S510N #EE200266 _CO1IMIS$10N #EE200266 f,,, Q_ - �:��eo E�•;�Es;.tUN.22,2016 mss' EXPIRES JUN. 22 2016 w�',;;�oFa�t,.•° y� y,'. AF;ONNOTARIGcom Plans Examiner Zoning Structural Review Clerk (Revised 3/ 12/ 2012)(Revised'07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) +v r ND 'JO M© Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT /L% 0`//•`' FEDERAL SUBJECT TO COMPLIANCE WITH ALL STATE AND COUNTY RULES AND REGULATIONS 110 de/5,7"4/7/70‘0,,e0 1;c- SOS 9r- 01-4, Broward, Palm Beach Wind Speed: 170 mph Exposure Category 'C' All Triburary Areas Mean Roof Height u • to: Zone 4 Zone 5 (Interior) (Corner) 15 ft +37.8 -41.0 +37.8 -50.6 20 ft +40.2 -43.6 +40.2 -53.8 25 ft ' +42.1 -45.7 +42.1 -56.4 30 ft ! +43.7 -47.4 +43.7 -58.6 35 ft +45.2 -49.0 +45.2 -60.5 40 ft +46.5 -50.4 +46.5 -62.2 45 ft +47.6 -51.7 +47.6 -63.8 50 ft +48.7 -52.8 +48.7 -65.2 55 ft = +49.7 -53.9 +49.7 -66.5 60 ft ?. +50.6 -54.9 +50.6 -67.8 70 ft +47.8 -47.8 +47.8 -87.7 80 ft '. +49.2 -49.2 +49.2 -90.2 90 ft +50.4 -50.4 +50.4 -92.5 100 ft I +51.6 -51.6 +51.6 -94.6 120 ft +53.6 -53.6 +53.6 -98.3 140 ft } +55.4 -55.4 +55.4 -101.5 160 ft +56.9 -56.9 +56.9 -104.4 180 ft +58.4 -58.4 +58.4 -107.0 200 ft +59.7 -59.7 +59,7 -109,4 0 Desiga ind Loads nts &Cladding Wind Pressures [psf] for use with Allowable Stress Design Broward, Palm Beach (Coast) Wind Speed: 170 mph Exposure Category 'D' lnl • Design conforms to the 2010 Florida Building Code. • Tabulated design wind loads are based on ASCE 7 -10 specifications for components and cladding based on design criteria as noted herein. • Where this document Is used for permit, applicability of design criteria noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) shall be verified by the contractor & building official prior to construction. • This specification may be used In conjunction with engineering under separate certification (by this engineer or by others) using Allowable Stress Design (ASD). • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, #200, Boca Raton, FL 33432 0 All Triburary Areas Zone 4 (Interior) +45.9 -49.8 +48.2 +50.1 +51.7 +53.2 +54.4 -52.3 -54.4 - 56.1 -57.7 -59.0 Zone 5 (Corner) +45.9 -61.4 +48.2 +50.1 +51.7 +53.2 +54.4 -64.6 -67.1 -69.3 -71.2 -72.8 +55.5 +56.6 +57.5 +58.4 +54.9 +56.2 +57.3 +58.4 +60.3 +61.9 +63.4 +64.7 -60.2 -61.3 -62.4 -63.3 - 54.9 -56.2 -57.3 -58.4 -60.3 +55.5 +56.6 +575 +58.4 +54.9 +56.2 +57.3 +58.4 +60.3 -74.3 -75.7 -77.0 -78.2 -100.6 -103.0 -105.1 -107.1 -110,5 -61.9 +61.9 -113.5 -63.4 -64.7 +65.9 -65.9 +63.4 +64.7 -116.2 -118.6 +65.9 -120.8 Miami-Dade REGIONAL WIND LOAD CHART - SOUTH FLORIDA EDITION - ASD Load Combination Coefficient: 0.6 Kzt = 1.0 Enclosed Bldg: Miami -Dade (Coast) Wind Speed: 175 mph Exposure Category 'D' GCpi = ±0.18 Kd = 0.85 Florida Keys (Coast) Wind Speed: 180 mph Exposure Category 'D' Mean Roof Height jup to: All Triburary Areas Zone 4 (Interior) Mean Roof Height u • to: 25 ft +44.6 30 ft 35 ft 40ft 45 ft 50 ft 55 ft +46.3 +47.9 +49.2 +50.5 +51.6 +52.7 60 ft f +53.6 70 ft +50.7 -48.4 -50.3 -51.9 -53.4 -54.8 -56.0 -57.1 -58.2 -50.7 +42.6 -57.0 +44.6 +46.3 +47.9 +49.2 +50.5 +51.6 +52.7 +53.6 +50.7 15 ft 20 ft 25 ft 30 ft 35 ft 40 ft 45 ft 50 ft All Triburary Areas Zone 4 lInteriorl +48.6 -52.7 Zone 5 'Corner) +48.6 -65.1 +51.1 -55.4 +51.1 -68.4 +53.1 -57.6 +53.1 -71.1 Mean Roof Height up to: 15 ft +51.4 20 ft +54.1 25 ft +56.2 All Triburary Areas Zone 4 Zone 5 (Interior) -55.8 -58.6 -61.0 (Cornell +51.4 +54.1 +56.2 -68.9 -72.4 -75.3 +56.3 +57.6 +58.8 +59.9 -59.5 -61.1 +54.8 -73.4 +56.3 -75.4 -62.5 +57.6 -77.2 -63.8 +58.8 -65.0 -66.1 +59.9 +60.9 -78.8 -80.2 30ft +58.0 35 ft +59.6 40 ft +61.0 45 ft +62.3 SO ft +63.4 -62.9 -64.6 -66.2 -67.5 +58.0 +59.6 +61.0 -77.7 -79,8 -81.7 -68.8 +62.3 +63.4 -83.4 -84.9 -81.6 55 ft +645 -69.9 +645 -86.3 -67.1 +61.9 -82.8 60 ft +65.4 -71.0 +65.4 -87.6 80 ft i +52.1 -52.1 +52.1 90 ft +535 -53.5 +533 100 ft +54.7 -54.7 +54.7 120 ft +56.8 -56.8 +56.8 140 ft 1 +58.7 -58.7 +58.7 -92.9 -95.6 -98.0 -100.2 -104.1 -107.6 160 ft +60.3 -60.3 +60.3 180ft fl +61.9 -61.9 +61.9 200 ft +63.2 -63.2 +63.2 • Wind Speeds noted above are ultimate design wind speeds (3- second gust). • Cities and /or counties are listed only as a general guide, based on Risk Category II buildings. Verify applicable wind speed and exposure category with local building department. • Plus ( +) & minus ( -) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where °Mean (average) Roof Haight° cannot be determined, peak roof height shall be used, except that eave height shall be used for roof angle less than or equal to 10 °. Round up to values shown -58.2 +58.2 -106.6 70 ft +615 -61.5 +615 -112.8 -59.5 +595 -109.1 -63.0 +63.0 -115.4 100 ft 120 ft +60.8 +61.9 +63,9 -60.8 -61.9 +60.8 +61.9 -113.4 90 ft +64.3 100 ft +65.5 -64.3 -65.5 +64.3 +65.5 -63.9 +63.9 120 ft +67.6 -67.6 +67.6 -65.6 +65.6 -120.3 140 ft +69.4 -69.4 +69.4 -117.8 -120.0 - 123.9 -127.2 -67.1 +67.1 -123.1 160 ft +71.0 -71.0 +71.0 -68.5 +685 -125.7 180 ft +72.5 -72.5 -' -130.2 172.5' -132.9 -69.8 +69.8 -128.0 • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope 510° has been considered. • Tributary Area noted in table (effective wind area) Is equal to the minimum of [height x width) or [ht x ht / 3). Round down to values shown. • Zones 4 & 5 (°interlor° and °comer° zones, respectively) are as shown to the right, where the dimension °a° is the minimum of 10% of the building's least horizontal dimension or 40% of the mean roof height, but never less than 3' -0° or4 %of the least horizontal dimension. • This specification Is valld only for use with structures NOT located in the upper one -half of an isolated hill, ridge or • Design Is based on structure classification as Enclosed Bldg: Copyright ©2012 Easy Seals .10-44 �v J :..8 ViitU a s ?t chill. =11 =11. =11= = 11 =.11 ti WALL ELEVATION ` ( DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 'BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida 33407 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 1 1805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www,miamidade.gov building SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA . 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 descrtbheein, nd has,Jeen designed to comply with the High Velocity Hurricane Zone of the Florida B de. DESCRIPTION. ' .050" Solid Bertha Aluminum Storm panels Shu e'er APPROVAL D s Tr Drawing No. 11 -117, titled " 0.050" Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, an of 15, prepared by Tilteco, Inc., last revision #1 dated November 15, 2011, signed and sealed by Walter A. Ti ' 'Jr., P. . on er • Miami -Dade County Product Control revision stamp with the Notice of Ac on date by Miami -Dade County Product Control Section. Large and Small Missile Impact Resistant MISSILE IMPACT RATING: ovem _e numbe LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement: "Miami -Dade County Product Control Approved ", and NOA number, per TAS -201, TAS - 202, and TAS -203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 0623.06 and consists of this page 1, evidence submitted pages E-1, E -2, E -3, & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by H Imy A. Makar, P.E., M.S. OA No. 12- 020940 tion Date: 08/07/2013 -- royal Date: 05/10/2012 Page 1 Eastern Metal Supply. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96- 1203,08 A. DRAWINGS I. Drawing Number 96 -331, Eastern Metal Supply, Inc., 0.050" Bertha Storm Panel, sheets 1 through 8 of 8, prepared by Tilteco, Inc., revision 2, dated 07/15/97 signed and sealed by Walter A. Tillit Jr, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by American Test Lab of South Florida, Test Report No. ATL #1022.01 -96 dated 11/08/96, signed and sealed by William 1?. Mehner, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor Analysis, dated 10/21/96, pages 1 through 15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. 2. Calculations for revised anchor schedule, dated 05/02/97, pages 1 through 33, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 01/23/96, for Aluminum Alloy 5052 -H32 by Barmet Aluminum Corporation with chemical composition and physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories Report No. CTL #846B dated 10/31/96, for Aluminum Alloy, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #98- 0817.16 A. DRAWINGS 1. Drawing No. 98 -172, titled "0.050" Bertha Storm Panel", prepared by Tilteco, Inc., dated July 7, 1998, last revision #1 dated July 7, 1998, sheets 1 through 8 of 8, signed and sealed by Walter A. Tillit Jt ., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. Mill Certified Test Report issued by Nichols Aluminum dated 05/28/98, with chemical composition and mechanical properties of the 3004 -1134 Aluminum Alloy panel. E -1 ij4_ y A . Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0209.06 Expiration Date: 08/07/2013 Approval Date: 05/10/2012 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0602.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 0516.06 A. DRAWINGS 1. Drawing No. 01 -058, titled " 0.050" Solid Bertha Aluminum Storm Panel", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated August 27, 2001, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, per SFBC PA 202 -94 2) Large Missile Impact Test per SFBC, PA 201 -94 3) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of 0.050" Solid Aluminum Storm Panels Shutter, prepared by ATL of South Florida, Test Report No. 0221.01 -01, dated 05/02/01, signed and sealed by Henry Hattem, P.E. 2. Addendum to ATL of South Florida, Test Report No. 0221.01 -01, dated 10/12/01, signed and sealed by Henry Hattem, P.E. 3. Addendum to ATL of South Florida, Test Report No. 0221.01 -01, dated 02/04/02, signed and sealed by Henry Hattem, P.E. C. CALCULATIONS 1. Anchor Analysis, dated 09/10/01, pages 1 through 53, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P. E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 04/24/01, for Aluminum Alloy 3004 -H34 by NA Nichols Aluminum with chemical composition and physical properties. 2. Certified Tensile Test Report by QC Metallurgical, Inc., Report No. 1 CM 384, dated 03/26/01, signed and sealed by frank Grate, P.E. E -2 H y A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0209.06 Expiration Date: 08/07/2013 Approval Date: 05/10/2012 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0707.02 A. DRAWINGS 1, Drawing No. 03 -141, titled " 0.050" Solid Bertha Aluminum Storm Panel'; sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 02, 2003, last revision #1 dated July 02, 2003, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. OTHERS 1. Letter from Tilteco, Inc., dated July 03, 2003, signed and sealed by Walter A. Tillit Jr., P.E., stating that the only change from the previous approved drawing # 01 -058 are the general notes #1 & #11 to reference the Florida Building Code and the ASCE 7-98 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0926.03 A. DRAWINGS 1. Drawing No. 05 -073, titled " 0.030" Thick Galvanized Bertha Steel Storm Panel", sheets 1 through 9 of 9, and IA of 9, prepared by Tilteco, Inc., dated 04/25/2005, last revision #1 dated 04/25/2005 signed and sealed by Walter A. Tillit Jr., P.E on 09/15/2005 B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Galvanized Steel Storm Panels, prepared by American Test Lab of South Florida, Report No. ATLSF 0616.01-05, dated September 15, 2005, signed and sealed by William R Mehner, P.E. C. CALCULATIONS 1. Storm panel shutter Calculations, sheets 1 through 91 by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. on 09/13/2005. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from QC Metallurgical, Inc., Job No. 51M-926, dated September 20, 2005, tested per ASTM E8 -93, signed and sealed by Frank Grate, P.E. Y A. Maker, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0209.06 Expiration Date: 08/07/2013 Approval Date: 05/10/2012 E -3 Eastern Metal Sunnly. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08- 0623.06 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS I. None. D. QUALITY ASSURANCE I. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 11 -117, titled " 0.050" Bertha Aluminum Storm Panel", sheets 1 through 15 of 15, and IA of 15, prepared by Tilteco, Inc., last revision #1 dated November 15, 2011, signed and sealed by Walter A. Tillit Jr., P.E. on November 23, 2011. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. OT 1, Letter from - Tilteco, Inc., dated January 13, 2012, signed and sealed by Walter A. Jr., RE, , stating that the dewing number 11 -117 is in co liance with the 2010 Edition nof the Florida Building Code. E -4 y A. Maker, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0209.06 Expiration Date: 08107/2013 Approval Date: 05/10/2012 GENERAL NOTES; 1. S70R11 PANEL SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (RAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE mot VIE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE: DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODES USINO ASCE 7 -05 STANDARD F71 INSTALLATIONS UNDER 2007 FBC & ASCE 7 -10 FOR AVM-MOONS TINDER 2010 FOC AND SHALL NOT EXCEED THE LIAXDIUM (ASSO.)DESIGN PRESSURES RAA11NGS INDICATED ON SHEETS 9 THRU 18. Mar 4 ; ,,f 9 f8 BY IE9 `�D1 i'T M. DASD) 111 ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PA.O, AS 12.120 WERE NOT OVER STRESSED, A 331( INCREASE 84 ALLOWABLE STRESS FOR WIND LOADS WAS .MI7 USED IN THEIR ANALYSIS FASTENERS SPACIM TO WOOD HAS BEEN DETERMINED IN ACCORDANCE MN N,D.A 1005 T STORM PANELS ADEQUACY ABOVE MMIRGION57100DE AS R MAPIAL C 179009TS'® .0 # H0AS 7 AN 160 -09 PROTOCOLS TAS -2016 7i1S -202 AND TAS -203. a ALL AUXINS, SHEET METAL PANELS. SHALL HAVE 5052 -H32 01? 3004 -H34 ALLOY. .R ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8063 -T6 ALLOY & TEMPER UNLESS 07NAt8SE NOTED. A ALL 30091413 TO 05 STAINLESS .TEFL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER AN 50078 W/ 50 kW WELD STRENGTH AND 90 MU 19714145 STRENGTH AND 31-1ALL COMP1.7 W/ F8C SECTION 2411.3.14. B. BOLTS TO BE AM A-307 GALVANIZED STEEL OR AM 304 .FRIES STAINLESS STEEL, 81111 38 Iasi MINIMUM YIELD STRENGTH. A ANCHORS ID WALL SHALL BE AS FOLLOWS: (MESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE; - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY LT.TA BU7008x (REHEAR OR 410 SS) - 1/4" 0 corm-nu SSW ANCHORS AS MANUFACTURED BY ELCO CONS7RU0TJON PRODUCTS - 7/4" 6 VP DIP -GRIP ANCHORS (BERTHAA STUD -CON), .45 MANUFACTURED 974R1J-FA5T CCRP0RA1079 - 1/4" 0 AMC NATA84 ANCHORS AS -MANUFAC7URED_ITT POWER FASTENERS TIC; - 1/4" 0 x 7/8" C4LK -771 ANCHORS OR ELCO male & femur /e l'ANITUSTF" AS MANUFACTURED BY POWER FASTENERS-Na AND ELCO CONSIRUCU0N'PRODUCTS, B£SP5CTNE777 - 1/4' 0 x 3/4° ALL POINTS SOLD -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. NOTES: Al) MINIMUM EMB£DMANTINTO POURED-CONCRETE OF TAPCON ANCHORS OR•CRE7E- -FLEX SS4 IS 1 3/41 FOR ZAMAC NAIIN ANCHORS 6 T 3/81 FOR ELCO PANISMATE ANCHORS 19 1 3/4' ANO FOR Cr TAP -OR9i ANCHORS 6 1 1/41 mum. 7/8° ° f� 20 SCE USED SHALL 1B£ Y7 //2" LONO MWTMUM OLD STUCCO EVA AND MINIMS FOR WALLS WITH NO STUCCO. A3) WNW EMBEDMENT OF 7/4°6 x 3/4' ALL MASS SOLO-SET ANCHORS SHALL BE 7/8" Dl7O THE POURED CONCRETE: NO EMBEDMENT INTO STUCCO SHALL BE PERMUTED. T /4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD 570000 ENIS7; AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 44) 171 CASE THAI' PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE 1175TI40 MIL OR FLOOR, ANCHORS SHALL BE LORD ENOUGH 10 987011 THE MAIN snots LIRE BE10ND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 7.1) & A.2) ABOVE (B) 10 SWIM CONCRETE BLOCK WALL: - 7/4' 6 TAPOON ANCHORS AS MANUFACTURED BY LEN. BUILDEZ (REGL/iAR OR 410 SS) - 1/4' 0 CRE75 -FLEX S94 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS - 1/4'0 CF TAP -077/P ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY TRU -FAST 009170RATTO77 I/O' 6 EMI/AC NA2IN ANCHORS AS MANUFACTURED BY POWER FASTENERS, I= - 14' X 7' CALK-IN ANCHORS OR BY POWER FASTENERS INC. AND ELCO CONNSTRUCTION PRODUCTS, RESPECTIVELY MANUFACTURED 1111 a p►, 74 .0 - 7/4° 6 x 3/4" ALL POINTS SOUR -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. ,11`Q. ' .... . T ✓,"' No.44167 i NOTES.• 8.7) M*N1NUAI EMBEDMENT OF TAPCON, 2700 PANELAMTE CF TAP-GRIP AND CRETE-FLEX SS4 ANCHORS 7470 =corm &oar UMW SHALL BE 1 1/41 1 3/8° FOR ZAMAC NAIUN ANCHORS 92) 7/8" CALK -IN ANCHORS 51/411. 8E ENTIRELY EMBEDDED INTO 771E CONCRETE am Hon: ND EMBEDMENT &Ito stucco 811471 or SP A 1/40 -20 STREWS USED SHALL BE 1 1 /2" LONG WNW SHOULD stucco COST, AND 1' MP1MUM FOR WALLS WITH No 8.3) MINIMUM EMBEDMENT OF 1 /4'15 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7 /8" TIRO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMUTED, 1/4° 0-20 3.3, MACINE SCREW USED SHALL BE 1 1/2' LONG MOM SHOULD STUCCO 26577 AND 1° /MAW FOR WALLS SOH NO STU0C1 6.4) /N CASE MAT PRECAST MAX-OR PRECAST mortar PANELS BE 002140 ON THE 577ma WALL, ANCHORS EAU. 86 LONG ENOUGH 10 REACH THE MAIN- SPW107uRE BEHIND SUCH PANELS. ANCHORAGE SHALL or As INDICATED ON NOTES /N B.1) -AN0 8 .2) ABOVE (C) ANCUORs SHAM BE INSTALLED FOLLOYI110 ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 171E ANCHORS MANUFACR/RER 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY 7010HRN0 /MSTALIAION DENIES SHORN ON 9ECN0/6 1 771RU 18 (5/7987 3 & 7 OF IS) EXCEPT 777•7 HEADERS 2, 3 & 4 SHALL NOT BE USED, 8. IT SHAD. BE 71/5 RESPONSIBILITY OF 1149 CONTRACTOR TO VERIFY THE S07RlDNESS OF THE mow WHE95 SIT /7799 IS 70 BE ATTACHED TO INSURE PROPER ANCHORAGE: MS 9/11/1 /et/ SHALL ONLY BE ATTACHED 70 CONCRETE BLOCK OR W000 FRAME BUILOT 03 9. THE INSTALLATION COMRAC710)7 IS TO SEAL/CAUUC ALL :MUTTER COMPONENT EDOE5 WHICH REMNN W CONTINUOUS CONTACT MN THE BUILDING ID PREVENT WIND /RAk1 IMRUMOA CAUL( AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10, 910RM PANEL INSTALLATION EMU. COMPLY 81774 SPECS MICA= IN MS DRAWING PLUS ANY BU20/NO AND Z0141140 REITAATI0NS PRO( 10E0 BY THE JUR15D1CTION WHIM PERMIT IS AJPPLIED ID. 11. SITE C p. Aoo APPROVAL THE RTE CONDITIONS R 490 p MIMIC AND ODES ROT PROA?DE'INFORMA7/OP -ffiR (E) CONTRIVER? 70 BE RESPONSIBLE FIR THE -SELECTION; PURCHASE AND 8STALLA770N INCLumINO LIFE SAFETY OF DRS PRODUCT BASED ON DOS RAD. PROVIDED HE/SHE 00ES N07 DEVIATE FROM ME CONDITIONS DETAILED ON 71HJ5 DOCUMENT. 170NSIRUC7TON SAPETIAT 31161S THE CONTRACTORS RESPONSIBILITY (o) 176S- PRODUCT APPROVAL 00019M9VP WILL BE 00NSMED INVALID 17- 0400117£0. (d) S75 SPECIFIC PROJECTS SHAH BE PREMED BY A FLORIDA REGISTERED £NO84EER OR ARCHITECT PARCH 1171E BECOME � P.A.D. ENGINEER OF ENGINEER RECORD )ACING AS A DELEGMED DONEE? TO THE DORM , SHALL SUBMIT TO INS LAMER THE 5TIE SPECIFIC DRAMM* FOR RESEW. A) THIS AAA SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER 07 RECORD OAT PREPARED /T. 12, MIRE? MANUFACTURERS LABS SHALL SE PATCED ON A READILY AND VISIBLE LOCATION AT PANEL, ONE LABEL SHALL BE PLACED FOR EVERY OPENS% LABEL SHALL READ AS FOLLOWS: EASTERN METAL SUPPLY, INC. -WEST PALM 8570 11. MIAMI -07.05 COUNTY PRODUCT coma. APPROVED. 'J F' 47.a 76 14127E PRODUCT REVISED as eomplyhh$ with the Florida BAc huNo �2-1L SZ1 oF ' ;14."" cL ' .o FLORIDA BUILDING CODE (High Velocity HurrkOne Zone) 0.050" BERTHA ALUMINUM S17ORM PANEL y"a OIAWN 8Yr EASTERN METAL SUPPLY, INC. 4208 Paf/ 4° 6L 11407 Ti/r6/7f x,11( PM w warm Coe As-717 57 H 1 5715 I 6 4747 OW 4 11 -117 MM7/10 He OAT 1 OF 18 15.118" (TOTAL WIDM) 12.000' (21020 11141 70551) C) 3" ANGLE BUILD OUT BRACKET �, 3/8''m- t• 9UA MINI iVALL 178 "x0.832" ANGLE wick STUD we7 I/2'. t' ® "F" TRACK SW.e r J/8' - I' ALICRNME L53 L0001014 OPTION 1 OPTION 2 KEY KOLE AT PANEL I- 2,125 ° —I 1® ALUMINUM HALF PANEL SOILS, I /r. I. ® 1 1/4" MAX. B. 0. "F" TRACK SC,I6, J/8'-- 1� f0 2 "x8 "(MAX.)x1/8" ANGLE WITH D Sae" aye - t' IAIT f2A ROUND HOLE AT PANEL (OPTION TO 12) COMPONENTS 3" Max. "U" BUILD OUT =Et 3/3'.. 7. ® REVERSED "F" ANGLE TRACK ® "F" TRACK ANGLE St= 4/8' - 1' s 3 /1B'-4I- r° sags ,sir (JAB / &0 h - -_ MR 1,1411-12041" 05 . Set SCREW T7000E 12' 14' 3/18 "x7 "x14" LONG WALL PLATE saw 3/te• - 1' @ 5 371 -7581 1vnt Altos° '�C (�(s *: N• o. 44167 • • q a' 7A1A ' V 05J"- .0E I 875• t—� OR .OBO' DETAIL 1: emu W/ PIE CAST MC NOBEL PLATED MVO Nur ® "11" HEADER sold r slit* - t• Irk' ea • m SA 421.0 NNOS NUM ON w ® STUDDED ANGLE 6613 -01 Alen. AWE SCALE I J/B=- I' PRODUCT RHYMED Be comptghvwith the Nosh% ibildlos cods Aczeplanoo No Date o :Vm / SAP, od I3 FLORIDA BUILDING CODE (High Ve(oc(ty Hurricane Zone) / 0.050" BERTHA ALUMINUM STORM PANEL 1.4/A AZ 08488 en td•�� �t ., Ia>MM en_I07 WALTER E3. VW Jr. FLORIDA LL 4187E EASTERN METAL SUPPLY, INC. 4288 NE51 5403 014 WEST PALM 684CH• FL 33407 t1 /rB /7r BATE CM SO > 078 O3-078 1/14 it MU Ns III telte 11 -117 08AW0LO N0 SHEET U OF 15 TOP TRACK (SE - COMPONENTS SHEET 1A OF 15) 1 Min. STORM - PANEL TYPICAL ELEVATI' SCALE: 1/8 -= 1" 1/4" Max. GAP LBOTTOM TRACK (SEE COMPONENTS, SHEET M. OF 15) SECTION A -A SCALE : 1/8" e t° 1/4" Max. 310 No. 44187 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) IL ECOINC.\ TILUT T,�EST,ING tr 6Na1NGERINe COMPANY E8- 60087/9 WALE '44418 E 7 0.050" BERTHA ALUMINUM STORM PANEL 02.//A.O. ORAWII BY EASTERN METAL SUPPLY, INC. 4288 WE6J OAOS 6R. WEST PALM BTACN, ft J2407 WIN/11 DATE ant eo law= au ask ee I 4w ca -W, h/1! /1, a 4 11 -117 BBAWBN No SKEET 2 Or 16 CONCRETE Ai. l ANCHORS (SEE SCHEDULE) 0 0 0 0 0 0 ti t■..-■.% ti LJ 7)P. .441 $- @ °mss - - -- - 8 - ao 1 [...3---1- CONCRETE 13 ANCHORS (SEE SCHEDULE) °►I 1 Min. STORM - PANEL TYPICAL ELEVATI' SCALE: 1/8 -= 1" 1/4" Max. GAP LBOTTOM TRACK (SEE COMPONENTS, SHEET M. OF 15) SECTION A -A SCALE : 1/8" e t° 1/4" Max. 310 No. 44187 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) IL ECOINC.\ TILUT T,�EST,ING tr 6Na1NGERINe COMPANY E8- 60087/9 WALE '44418 E 7 0.050" BERTHA ALUMINUM STORM PANEL 02.//A.O. ORAWII BY EASTERN METAL SUPPLY, INC. 4288 WE6J OAOS 6R. WEST PALM BTACN, ft J2407 WIN/11 DATE ant eo law= au ask ee I 4w ca -W, h/1! /1, a 4 11 -117 BBAWBN No SKEET 2 Or 16 CRETE . '0RS 0070851E ANCHORS •...(SEE SCN®UL6I a W \ CO RCREIE MUIRED7 `IW Cont. 1SEE SCHEDULE FOR UlT MASS m SUMMATION CONCRETE d REQUIRED SCHEDW.EJ 1.728° SECTION ® ANCHOR WIRED Pa. SgIARATiON TO GLASS 14.TS8 S/ 2 a a c.0 NUT a ° / / / //d 0070 OR- CONCRETE -a BLOCK WALL .4- REQUIRED I CRETE Cont. Low °I WALL MOUNTING INSTALLATION SECTION 2 ALE : a /e° _ 1° E a = EDGE DISTANCE SHEETS 70 & I is) CONCRETE CONCRETE ANCHORS (SEE SCHEDULE.) POURED REOLIRED a l_5EE SCHEME FOR *5,. gn. TO SEPARATION - GLASS OR CONCRETE a BLOCK W REQUIRED f@1/44. 0 -20 R 3/4° D'�Nur • SCHEDULE) • —0 BUILD OUT INSTALLATION SECTION 3 NOTE FOR COMBNATION OF SECTIONS WALL MOUNTING SECTIONS CAN BE COME8NE0 IN ANY WAY TO SUIT ANY INSTALLA1101E SCALE : 3/8• - r ei CONCRETE ) ANCHORS (SEE armour POURED CONCRETE REQURED k \\\\.\\ � SCIMDULE FOR Ofin. SEPARATION TO &ASS Cent CONCRETE d BLOCK CNW WALL 4 !REQUIRED CONCRETE MICH pa swam) ) 1 /4. 0-20 48 s / NUT LS 12 0. W. - BUILD OUT INSTALLATION SECTION 4 sour T ,T/B° - r PRODUCT REVISED to trading dia Cadde� The Florida Aciapaiwo No . ^ 024 � .06 Data - :WV// t: .`�iv',u,`tlrA CbnvDT 19 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) / o .Na TUT TESTING & ENGINEERING COMPANY ER- OOD8710 r P. 17 DAUM nun. Jr. A Lin 44187E 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4208 DE47ROA05 OR WEST PALM MACK 07. 30407 gO alb QS -0700 a - air Dos Ns I t/Met a L.G/A.O. DRAWN BD TI /45 /IL DATE 1T -117 DRAWwM No SHEET J Or 18 BUILD OUT INSTALLATION — SECTION 4 SraLE : 3/B' E D. _ (EDOE DISTANCE SHEETS 10 0" 15) NOTE FOR COMBINATION OF SECTIONS : 4VALL/FL00R/CEILINC MOUNTING SECTIONS CAN BE COMBINED Of ANY WAY TO SUIT ANY INSTALLATION. I I 1 FGR TO MASS U1t SI �TION 1- Csnt 1 1 :La5• ////////)/72/71/7/4i//// /- Rt CONORETE jl • %L- CONCRETE ANCHORS (SEE SCHEDULE) —0 STUD CEI NG & FLOOR MOUNTING INSTALLATION — SEC ON 6 SOME 13/15' - 1' 1 (5EE SQffDULE POURED COMPETE I REQUIRED \ \ \ \ \I,\ ALTERNATE LEO LOCATION- Cant 3//4° 601 1 7W/�yg °x Q TO 12 0. G J T E R —0 SEE SCHEDULE FOR SEPARATION i- ro I °�I S/4 SY/ /" x0 l a'0.C. 0 cant I /////i /i ii.r i / / /i /1 isouRED CONCRETREEARREO — 11 CONCRETE ANHO — (SEE SCHEDULE) —+• + 1 CEIUNG & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE: 3/8' _ 1' CALK -IN OR POINT SOLID -SET OR ELC0 mats female (SEE SCHEDUEE) POURED CONCREIE OR CONCRETE o BLOCK WALL REQUIRED SEPARATION m mass REQUIRED CALK -IN OR ALL-POINT S0111 .SET OR MOO mate female ( TAP -mOP WALL MOUNTING INSTALLATION (D. M.) — SECTION G SCALE : s/s' a 1° PRODUCT RHYMED es complying y/1111010 Florida Aceapsmso DaleNo FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL 000811 ere / IL E C 0 INe. IIWT TES7INO tr ENOINFERWO COMPANY aama7'r .r #aiml s eras ED-01100719 7IWT I8 0aL � L 41107E EASTERN METAL SUPPLY, INC. 4286 TESTRaSos NEST PALO FL�N407 II /IS /Il DAIS AA 02 ammvmx wa am m OLD 04-078 rI/ID/I 11 -117 0008500 No SHEET 4 01'15 CON CRETE CONCPRETE REQUIRED CALK -27 OR ALL POINT SOLID-SET OR ELCO mato /female PANELMAIE OR ELCO male /female PANELMATE PLUS 14 0-900 SIDEWALK BOLT OR 5 W /1/4 0 -20 TRU55II£AO BOLT + (SSE FILE FOR SPACING) EIRSTING� MASS ISEE SCHEDULE FOR "1 MID SEA4M170N TO GLASS 0-20 x 1 • SSAMS W/ 7/B" 0 x c. POURED =WAVE • IRE CONCRETE ANCHORS (SEE SCHEDULE) .375' WALL MOUNTING INSTALLATION SECTION s SCALE' .7,18" a 1" E: D. :STANCE 5EE SCHEDULE ON 10 & 11 OF 15) NOTE FOR COMWMA7ION OF SECfONS : WALL/FLOOR/0E1LN0 MOUNRNO 52077025 CAN BE COMBINED 1N ANY WAY 10 sun. ANY INSTALA77ON. POURED CCINCRME REQUIRED CALK -IN OR ALL POINT SOLD -S7 OR ELCO `8i °P TE OR I 4'im -$0 SfOEWALK BOLT OR /!/4 ¢-20 TRU RO BOLT + + ME FOR SPACING) 1SEE SCHEDULE FOR MSn. SEPARATION TO GLASS l /4' 0 -20 x 1' S.SMLS. W 7/8' 0 . & 7V30. C 4 POURED • CRE7E OR CONCRETE REQUIRED • I Lc c_ CONORE7E ANCHORS (SEE SCHEDULE) WALL MOUNTING INSTALLATION SECTION 1Q SCALE : 3/6' a 1' ++ Bars ARE !!MEAD 50258 W/L0 3M777342"1711 cx As PEI? NOTESS 0.2 & 812 (SHEET 1) Egg M Ifin S ARE 1 6jr /"TICK AS PER NOTES A.2Rk1 &V 1. l� 1) POURED CONCRETE J 1 SEE SCHEDULE FOR dfbe. SEPA24IION TO GLASS rage x 3 32' G ® 12'0.0. .."._ NUT 3O EVERY S� -1 POURED / / / / / /// oi / CONCRETE CONCRETE '4 /` Au REQUIRED C7— CONCRETE' ANCHORS' (SEE r 1r 878' r--0 WALL MOUNTING INSTALLATION SECTION 1 t SCALE : 3�B• o ;' POURED ccN S SE 0.—• E CH� CREQONCRETE —_E0.44 -EE). \ \ \ \ \\ \ \ \ \\ , \ \ \ \ \\ 'SEE SCHEDULE FOR TO SON 7/8' 0 x 3/32• EYZRY 2700 & 12' 0 0. Can! //1 / /,/i�* / / / / / / / / /// 1,1 ....-.EDGE OF u LB III / AMICABLE' MIRED COMMIE ANCHORS �F--ED./ (SEE SCHEDULE) Con! CEILING & FLOOR MOUNTING INSTALLATION SECTION FltODUCF 09 SCALE : 3/8' = 1' COUI70 COdo ihOlo Florida AcwpmuceNo FLORIDA BUILDING CODE (High Ve/ocIy Hurrlcone Zone) IL ECO MC. nlUT TES7TN0' & ENGINEERING COMPANY 1273 nm.l'm'e ., (rums EB- 0008719 WALTER FLORIDA Um/&441678 0.050° BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4285 WESTROA09 DR. ZEST PALM 80700 11. 33407 12112 a 120 05■779 am ,n 4 LO /A0. DRAWN EY: 11/15/11 DAM 11 -117 ORA84N9 No 5HEET 5 OF 15 1 1/4°4141j. MEMNON CONCRETE O BLOCK • & 2' To 00NCRE70 . • • •'a URED CONCRETE ORS WALL REQUIRED 2' spr Ora I A A vow ELCO male PANELMATE TYAS ANCHORS (SEE SCHEDULE FOR SPACING). `'.7-61a.0/,,, i I I • 11/4' PENE METHADON 1 4 co.,..- TO C I d 2'70 CONCRETE .., 1 , rii7,r,fa, .., BBRICK VVEENER L5570 DANGLE LINTEL AS APPLICABLE Cont. . STE SCHEDULE FOR MIn. SEPARATION 70 CLASS E ISTINO BRICIO SILL 1/4° 0-20 x3/4° BOLTS W/ 7/S 6x J /32° MVO NUT I2' •O. a ' .. DOTING 0 AS APPLICABLE POURED CONCRETE OR B ALL RU 2° Meat 1 /2 ° ----•I Mmt EXISTING *TICE 'WENS? 1/40x8 ° EL00 male TE 7700 8000025 (SEE SCEDULE FOR SPACN): BUILD OUT INSTA TION SECTION 13 SCALE : S/B' •• r Cant 1.0 a (5 *STANCE ON ETS10 &11 OF IN NOTE FOR COMBNAT/ON OF SEC770NS : WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY 70 SUIT ANY 100(80 AAON. CONCRETE ANCHORS (SEE SCHEDULE) E__ POURED CONCRETE REWIRED GLASS Cant JSEE SONEDULE FOR bon. SEPARATION 7D cuss l/4' 10-20 x 1° SSMS5 W/ 7/NNT Bu°r 0 x 3/.12° 2° O(®12° O. C. POURED CONCRETE lair CONCRETE BLOCH WALL REQUIRED 000010 ANCHORS (SEE SCHEDULE) Cont. CONCRETE 2N0f0R5 (SEE SCHEDULE) POURED CONS C__ Cant CGLASS G I lbw:. SCHEDULE DETAIL 2/7 l/4° 0 -20 x 1° S.SM.70 W/ 7/9° 0 x 3/32° wars NN o1 a a PINNED CONCRETE -eCONCRETE 7 WALL REQUIRED W <EI CON07E70 ANCHORS r I _3713° (SEE scrams) SECTION 14A SECTION WALL MOUNTING INSTALLATIONS SECTIONS 14 SCALE : 3/B' o* 1' INSTALLATIONS VALID FOR PANELS Q USED JOINTLY 14t e D07£RIORLY REMOVABLE I ANELOw/ SIDEWALK BOLTS 0 2) C TD WHRU 8/6'10 HOLES AT 1 0 B' 0.0 & FASTENED AT REAR W 7/B9ax3/72' YANG NUT 0 EVERY *DEWA R BOLT. FLORIDA BUILDING CODE (High VeIocity Hurricane Zone) IL ECOInc. T7LLIT (/27720 it ENOWE0RING COMPANY sibs trarosAitermaretwataptes qL, E8- 0759710 R TEUT Fl.O L 44+1975 0.050° BERTHA ALUMINUM STORM PANEL 00. /Aa DRAWN 074 EASTERN METAL SUPPLY. INC. 4288 WESTRO833 OR WEST PALM BEEN, Ft 33407 11 /1S /1l DATE Mt I. ODSIZIPIIMI 1 ¢oi PLO 09 -078 ItIVIe 80007 8 07 78 4 11 -117 0RA01N0 Na CONCRETE ANCHORS —E (SEE SOIEDULE )\ POURED REQUIRED EQ. EQ- \ \1 \ \ \ \ \\\ \ \*' \ \\ .1SEE-SITHEOTILE FOR EErl. SEPARATION r --®Con V 7/8' 0 w 4/32• � STUD 0 12' 0. C. /P /� //N / / /4/ // 1 ///r////// �- -SEDGE IF OF REQUIRED I -1 1 / APPLICABLE CONCRETE ANCHORS E D.___ _/� (SEE SCHEDULE) // CONCRETE ANCHORS (SEE SCHEDULE) 1-, POURED CONCRETE I I E0. EQ' JS SCHEDULE FOR Wo. S 0� N 7/8° 0 x 4/32' EVERY SO 0 12° 0. C. 1 1 Con* POURED CONCRETE REQUIRED CONCRETE ANCHORS f (SEE SCHEDULE ) SECTION 15A SECTION 158 CEIUNG & FLOOR MOUNTING INSTALLATIONS SECTIONS SCALE : 3 /B" = 1" .1875' .050" the HOLE 5 8" 0.0 DETAIL 2 — INSTALLATION OF 1 /4 "x1" .51215YALKAMILM.SEMMILLIANEL 1 APPUCA&E INTERIORLY REMOVABLE PANEL 1 W/- SIDEIVALK 801121.585 DETAIL2) CO 10 ((9 THRU 8/8"0 HOLES AT I 0 8" ac & FASTENED AT REAR W 7/8"6x4/42' WINO NUT 0 EVERY SIDEWALK BOLT. GON04ETf ANCHORS (SEE SLWEDULE j E. D. —� POURED CONCRETE 11 M- I.T-Ea_ \\\\\\\\\\\\ \\ \ \.N.\\\\ L. SCHEDULE FOR tin. SSPARATI I 70 WIASS N 7/8" 0 x 3/35" WINO NUT 0 EVERT STUD 012'0.C. AL/ERNA7E 1EG 13 f 100411014 / / / /X % r f /4° Mao GAP INAWANUMIWALTIMIVAlklIgiai ..... 0 1/4° Max. CAP 0 (WHOLE) SECTION B -B 'SCALE: 1 /B °= 1° 0 (WHOLES) BUT NOTCHED EA CORNER BOTTOM AS SHOWN. Eill°. 14B/6, 14A/6, 15,168/7 15,16A/7 V40-20x1° S.S. SIDEWALK BOLTS. SEE DETAILS 2/7, 2/15. uumsieo rue�u�� NEN ORO OR 14B/6, 15,16B/7 CONCRETE ANCHORS (SEE SCHEDULE) 14A/6, 15,16A/7 0 (WHOLE) 'Mn. �1 INTERIORLY .REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 1/6° = 1" • INTERIORLY- REMOVABLE -PANEL OW/ SIDEWALK BOLTS (SEE DETAILL 2/7, 2/14) CONNECTE 0 TOLtj T HRU 5/e0 0 HOLES :AT ®1-0 8" 0.0 & FASTENED AT REAR W /7/e °0x3/32° WING NUT ® EVERY SIDEWALK BOLT. ° .` No.444167 4+ j 410ettonosN0 PRODUCT REVISED BWt CUMPlYinS YtoFlorida Na .06 r.:..: - rr67L M.:. D FLORIDA BUILDING CODE (High Velocity Hurricane Zone) / IL ECO nu. \ FILM IRMAMO & 710 N03188 COMPANY 6353 ]t m.Qt fr S8 41.103 - OBORTIB ROOM Lf f 44167E 0.050° BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. . 4288 RESTROAOS DR WEST PAW BOWN n. 33407 YK 10 0.0117CIN L1R Lab rentsram MD 05-0)8 11//8/1 t OAM 1.0/4.0. DRAWN R1, 11/15/11 0410 11 -117 DRAWING No R MERE 8 OR 18 CUT POUREO CONCRETE °L mow 2° x 4' x .125° 3105 -H14 OR 8063 -18 ALLOY Cont. Alum. ANGLE CASE A (Plan) saw 1/4° = 1° CONCRETE ANCHORS • 72' 0. C. 2'x 3'x .093' 3105 H -14 OR 6063 -T8 ALLOY Cont. Alum. ANGLE WITH ANCHORS 8 12" A a 1/4' 0 BOLT �W /JORMIT CASE 8 .(Plan) SCALE: 7/4" = 1" 4`x4 "x.072' 3105 -114 OR 6063 -16 ALLOY Cont. Alton. ANGLE HALF' PANEL 3 1/4° GAF CASE D (Plan) SCALE: 7/4" = 1" POU-ra, CONCRETE OR •• CRETE 8100)1 WALJ.--RE661REO CONCRETE ANCHORS_ 9.12 °"O. C. 500' Mtn 2500' Mfn. 2'x 2'x .055 °10 2' x 5' x .055' Cont. Alum. ANGLE OR .050° 3105 -71754 SHEET METAL Alum. BENT PLATE MAXIMUM A.S D. DESIGN PRESSURE RATING (p.s.f.) AND C .4._47 ,_J!_..& Ls_e1tl/ lL r_AL CONCRETE OR L•ONCtETE BLOCK PALL RECUTAEO ALTERNATE LEO LOCATOR ASITIMDUAIGN PRESSURE RATING W • a r.) Max. PANEL LENGTH ( roes) minimum SEPARATION 70 MASS APPUCABLE TO SECRONS j R - ANY COMBINATION +65.0, - 77.1. 8' -0° OR LESS 2 1/4° 1 - 8 1-65.0, -77.0 -9' -0° OR LESS .3 11/16° 1 T7iRU 8 +65.0, -72.0 9 =0° OR LESS 3 1/2° 11 +62.0, -73.3 10'-0" OR LESS .3 7/8° 2, 6; 7 & 8 +63.5, -63.5 9' -0° OR LESS 3 1/2° 9, 14, 10 +65.0, -65.0 9 =0" OR LESS J 1/2° 12, 1S, 16 +63.5, -63.5 9' -0° OR LESS 3 3/4° 13 END CLOSURES DETAILS CASE C (Plan) SCALE 1/4° PRODUCT REVISED as co dm Maids AcOaptmtco 8 No Date •.,7611ro41 1 L..... irk" FLORIDA BUILDING CODE` (High Veloolty Hurricane Zone) IL Ec0INC. \ TIL7IT TESTING ENGINEERING COMPA NY WO vm. rxIw� I e aan 8 8-0006718 lam rarnrmv or m ® amevan 041. OAWm No MUM A EMT RORIDA !b. 2 J44187E 1 I 405 96-1178 77/10/01 ± - - 55 9 Or 16 0.050° BERTHA ALUMINUM STORM PANEL AWN aRAWx BYr EASTERN METAL SUPPLY, INC. 4268 WESIROAOS D!L WEST PALM 8FA074 FL 33407 71/16/11 DATE 11 -117 MAC - .LS',D: DESIGN PRIESSURE RATING (p.e.f.) AND CORRESPONDING 11,617MIUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCS STRUCTURE+ Aa 06461' PRESSURE 4'07 m (A.") mom, mown SPAN (016 11 . 3 t/2' • A.niateLE / R AVY 0029Ntorot 07 957 MAW YMffi Lam 4' eW '9£07477 NPL1789 NM-N& SSP LUNG 144181 0487-44 SOLID -SEE G' pA-60W PM'R/81S 107 4977 PIA 470 SS TAP!'/ I0 CONCRETE 10 UMW/ 0 4mNdm3 10171 um 40 camas 70 74450X17 70 -, „,. 70 N4s087 70 ao0¢mT3 70 NASO>A77 t0 00007177 70 tamer 78 0705T6 r0 LaMar 70 comma' 70 7745 80 00 COMM N0 707007 +9367 -0379 8' WA WA WA 4' WA S' N/A N/A WA 8' N/A 3 112' - WA N/A WA N/A WA 7 (10P) - 9=0° OR LESS 12' - 8' WA WA 10' 7 I/O' 12° 9' N/A N/A 72' 7' II` 77' 12' 7 I/2' - N/A WA 1 (BOTTOM) 12' WA WA N/A t0' WA 12' WA N/A WA I2' N/A I7' WA WA N/A N/A WA 2 (1097) 12 8° WA N/A 70' 7 1/2' 72° 9' N/A WA 12' 8' II' 11° 12° 7 1/2' WA WA 2 (BOTTOM) 12' N/A WA N/A 78° WA 12' N/A WA WA 12° NA 11' WA WA N/A N/A WA 3 (1097) 12' 8' N/A N/A 70' 7 1 /2' 12' 8' WA N/A 12' 8' lY 11' 12' 7 1/2' WA N/A 3 (BOTTOM) 12' N/A N/A WA f0° WA 72' N/A WA WA 12' WA 17' WA WA WA WA N/A 4 (70P) 12' B' WA WA 10° 7 I/2' 12' 9° WA N/A 12' 8' II' 11° 72' 7 1 /2' N/A WA 4 (BOTTOM) 12' N/A N/A WA 10' WA 12' WA N/A 7! /A - - 12' N/A 11' WA 10/4 WA WA WA 8 (MP) 12' B' WA N/A 10' 7 1/2" 12° 9' N/A N/A 12° 8' 11' II' 12' 7 7/2° WA WA 5 (BOTTOM) 4 1/2' N/A 12° WA 8 1/2' WA 7 1/2' WA WA WA 8 1/2' - WA 11 I/2' WA 1l' N/A 8 1/2" WA 6 ((097) 8 1/2' WA 12' WA 5 1/2' WA 7 7/2' N/A 10 1/2' WA 8 I/2' WA 17 7/2' WA 11' WA 9 1/2' WA 8 (8011071) 7 1/2' WA II 7/2' WA 8' N/A 7' WA 10 1/2' N/A 7' WA 10 I/2" N/A 10° to 8 1/2° WA 7 (7DP/801TOM) NAI NA WA WA N/A N/A 12' 6' 12' 12' 12' 6' 8' 8' 12' 12' WA WA B 17097/9017011) I2' WA 12' WA N/A WA 12° WA WA WA WA N/A 12' N/A 12' N/A 12' N/A 9 (TOP) 12' 8' 72' 12' WA WA 12' B° N/A N/A 1/4 WA 12' 71' 12' 7 I /2' 12° 7 I/O' 9 (8014870 N/A WA WA WA WA WA 72' 8° 72' 12' WA N/A 12' B' 12' 8' N/A N/A 1 t1 /:7410.5. 12' 6' M' 02' N/A WA 12' 9' WA' WA WA N/A 12' 10' 12' 7 1/2' 12° 7 7/2° 10 (80TTO4 WA N/A WA N/A WA N/A N/A- N/A N/A WA ....47/2' N/A 12' 11" WA WA- N/A N/A 781 (TOP) - WA WA- WA NA N/A WA WA- N /A- WA 71/4 1/4 - WA t2° B' - N/A WA WA WA r3- (BOWNj 72' N/A- 12' WA WA- WA -- /L° - WA NIA WA 79 /A N/A 12' WA 72° WA 12' WA 14 (9197) 12° 8' 72° 12' WA- WA- - 12' 9' WA N/A N/A NA -12' 11° 12' 7 I/2' 12` 7 1/2° MA (8011000 _ 12' 4 1/2' 42. 9' N/A ., WA =' 12° 9 7/2' WA N /A- WA WA 12r " S' 12' 8 1/2' 42' 8 1/2' I4B (BOTTOM) 11 -1/2° WA 72' 9441 WA WA 72' N/A WA N/A WA WA 12' WA 72° WA 72' WA 12 (TOP) 8 7/2' WA 72' N/A WA N/A 7 7/2' N/A 10 I /2° WA N/A N/A 11 1/2° N/A 11' WA 9 t/2' WA 12 (BOTTOM) 11 1/2' WA 12' WA N/A WA 72" N/A N/A WA WA N/A 12' WA 72' N/A 12' WA 78 (70P) 8 1/2° WA 72' WA N/A WA 7 1/2" WA N/A N/A 1474 WA 11 7/2' WA 77° N/A 9 I/9' WA 18A (907700) WA WA 3 1/2' WA WA WA N/A N/A WA N/A WA N/A 3' N/A 3" WA 2' WA 189 morrow It 1/2' WA /2' N/A N/A WA 72° 10/4 N/A WA WA N/A 72' N/A 12' WA r2' WA 16 (TOP) 8 1/2° WA 12' WA N/A WA 7 1/2" WA WA N/A WA N/A 11 1/2' N/A 11' WA 8 7/2° WA 16A (907107) 3' N/A 4 1/2' N/A WA WA 3' WA WA WA WA WA 4' WA 4' WA 4' WA /BB (BOTTOM) +65.07 - 85.0 9' WA ILA N/A B'- NA 8" N/A N/A N/A 6' WA 6' WA WA WA WA WA 2 (!OP) 9'-0" TO 10'-0" • 8' 8 I/O' WA N/A 8' 8' 8° 8' N/A N/A 8" 6' 8' B' N/A WA WA - NA 2 (8011000 6' WA N/A WA 4 1/197 WA 8' - N/A WA N/A 8' WA 5 I/2' WA N/A WA WA - WA .8 -(9097) 6' WA N/A N/A 4 1/2' NA - 8' WA 9 I/2' WA B' WA 5 t /2' - WA WA N/A WA -N /A 6 (801701) 8' N/A 99/4 WA 4' N/A 6° WA 0 1/2' N/A 8" N/A 4 1/9' WA WA WA WA N/A 7 (70P/80f119N) N/A N/A 01/4 WA N/A WA 9' 8' 12' 12' 8' 6' 8' B' WA 2/A N/A WA 8 (TOP/BOITON) * RO U� • ANCHOR SP 7ULY7�L7N SPA0�H10 SS EWE [WAN= POP BY 1742 (00110 hA01084 FON 7MSn�468770�TO BE 97051 ANCHORS RE001CF0 9PAOINO 00TA0E0 wave FACTOR SHALL NOT BE LESS THAN MNIMBM SPACUJD 240101150 FOR 01131 ANCHOR TYPE AT ANCHORS LOOEPID. ACTUAL E 0. FACTOR REOIFWN TAPCON 410 S.S. 08.002 CREFE -FLEX 5547 woe NNW& ISANELLtATE ore PANE7.MATE PLUS cAu-Iy Sour-w1 a. up-Gm, 3° .88 .75 .78 000 2 1/2' .71 .80 - .80 2' .80 - - - E. 0. m EDGE 0157ANCE AN00RS LEOENO ANCHOR TYPE MIA. ANCHOR MOWN TAPCON 410 SS 10979011 CRETE -982 554, 77770 N4857q & TAP -01097, PANtLMATE OR PAHDJW711 PLUS 40' CALK-114 2,5" ' SOLID' -SET • - 3.5' PRODUCT REVISED as complying W101 Building Code UmF7mlda A886Pt8800NO 02 0 " , p6 Bap Data 0�117. T, o/s Control FLORIDA BUILDING CODE (High Velocity Hurricane Zone) �LI3� IL E C O INC \ NS! K 711311110 s& 0301710281110 C E9- 0001779 44187E 0.050° BERTHA ALUMINUM STORM PANEL La/AA DRAWN BY7 EASTERN METAL SUPPLY, INC. 4268445411104403014 REST (4044 80769, IL 33407 71/18/11 OATS ,r4 PO 0000010 Nur 9009 a0 08 -078 r/rdlrl 8 - 4 11 -117 DRAMS No SHEET 10 OF 15 n; I1 A.S.D. DESIGN PRESSURE RATING (p.s f.) AND- -CORRESPONDING MAXIMUM ANCHOR- SPACING SCHEDULE FOR INST TIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES ' Arr. IMANO (71+51 -. 7147111111147101108107740110 FORE 4 . 3 I/2' * e,m r0 ANT corsoonas OF 11411 4 one - 70116 -1tFa' SSA 717005 NAeOtl GUt-01 50113 -A7 L4' 071 -01177 MUMS 701121841E PUB 470 88. 157694 70711177071 70 74 17.41' 10 027x.row 10 770500447 70 50174157E 10 77720557 ro 107+697E ro 84505117 10 1017711116 70 E4SORRY 70 0056911 10 74501147 70 OWN= 70 774507177 10 05170207E 70170.677417 To 1070972 10 407707w ., +651), V N/A N/A N/A 3' N/A 6' N/A N/A WA J 1/2' WA 2 I/2' N/A N/A N/A N/A N/4 1- (70P). i -0' OR LESS , -72'- j. `� 5° N/A N/A 70' 8° 12" 7 1/2° N/A_ N/A • 12° 6'. 9 7/2' 9 1 /2° N/A N/A N/A WA _1113077014) -12' - N/A WA N/A 10' N/A 12' N/A WA N/A 12' WA 9 1/2' N/A N/A WA N/A N/A 12' 5' N/A N/A 10' 6' 12' 7 1/2° N/A WA 12' 6 4/2' 9 1/2' 9' N/A WA N/A WA 2 (8071017) 12' N/A N/A N/A 10' N/A 72' N/A WA N/A 12° WA 9 1/2' N/A N/A N/A N/A N/A 3 (707) 12' 8' N/A WA .8' 6' 12° 7 1/2° . N/A N/A 12° 8 7/2' 9 1/2' B' N/A WA N/A N /A. 3 (B07/OLQ 72° N/A W4- N/A 10° N/A 72° - N/A WA . "N /A 12° N/A 9 I /2' NIA 17/8 WA CFA WA 4-00P) 72' 5' WA WA 8° 6° 12' 7 1/2° N/A N/A 12° 8 1/2' 9 1/2' 9' N/A N/A N/A WA 4 (807701) 12' WA N/A N/A 8° N/A 12' N/A N/A N/A 72' WA 9 7/2' N/A N/A N/A N/A N/A 5 (70P) 72° 4 1/?' WA N/A r 5' 12' 6° N/A WA 10° 5° 7 1/2' 7 I /2' N/A WA N /A. N/A 8 (80170o) 7° N/A WA N/A 4 1/2' WA 6° N/A N/A WA 7' N/A _.6° WA WA WA N/A N/A B (70P) r WA N/A N/A 4 I /2° N/A 6° N/A 9° WA r N/A 5° N/A N/A N/A N/A WA 6 (6077017) 8' WA N/A N/A 4° N/A 8 1/2° N/A 9' WA 6' WA 4 1/2' WA N/A N/A N/A WA 7 (TOP /8077011) N/A WA N/A N/A WA N/A 12' 6' 12' 12° 12' 6° 8' 6' N/A WA N/A N/A 8 (TOP/0077084) ' "-` (65.0. - 72.0 S I/2° -N /A 12' N/A •. WA ..N /A 6° WA 9 7/2° N/A WA N/A ,. 9' .- N/A . 28° WA _ 7.1/2' - WA 7 (1OP/50770M) 9' =O° OR LESS NAl4 WA ,• NIA N/A WA - N/A 12' _ `6° 12° - 12' N/A WA _ 12'" 6°.. 72' 6° .. N /A- -. N /A- 71 (Rllry 72° 5 7/2' 72° 10 7/2' 41/8 N/A 12° 8° 12' 72° N/A WA 72° 9 1/2' 12° ' 0 1/2° 12° 7° 71 (8077011) _ 262.0. -73.3 6` N/A _ . WA- N/A B° N/A 6' 14/0 I2 °' 12' - 6' N/A - "6' ` WA ._ N/A NIA N/A -WA 9 (707% 9' -0' 70 I0 -0° • 8' 5' N/A N/A 6' 5 1/2° 6° __ 6° N/A N/A 6° 6° - 8° 8' ... N/A WA - -N /A N/A 2 (2071011) 6' WA N/A N/A 4° N/A 6° N/A N/A WA 6° N/A 5° WA N/A N/A N/A WA B (70P) 8° N/A N/A N/A 4° N/A 6° N/A 8' N/A 6° N/A 5° WA N/A WA N/A WA 6 (80714) 6' N/A N/A WA 5° WA 6° WA 8° N/A 8 1/2° N/A 4° N/A N/A N/A N/A WA 7 (709 /507701) N/A N/A N/A WA WA N/A 6° 8' 12' 12° B' 6° . 6° 8' N/A N/A WA N/A 8 (7071/00710147 WA WA N/A N/A WA N/A N/A • WA 72° 12' N/A WA N/A WA N/A N/A N/A WA 11 ) 11 (0771 /2OTTOM) REDUCE ANCHOR � SPACINGS A 7 ATUL m, O J 540 AWN OM S FACTORS. WINS OPE4A77�R70 26 REDUCED SPA= 0870170 UMW-FACTOR SHAH Nor BE LESS THAN WSW SPAWN INOICA7E0 FOR EACH ANCHOR 777'E A7,AVHORS LECE7D. AOHIAL E LL FACTOR RIMA11 78757014 470 $S. 7070014 CREB -FLEX 664° 247040 MUN07 PA611811TE OR PANELM47E PLUS 04L5-1N SO7JD -SEY CF TAP -018P 3' .80 .75 .75 1.00 2 -7 /2' .77 .50 - .80 2' .50 - - - ANCHORS LEREND ANCHOR TYPE ten. ANCHOR R REGULAR TAPCOM 410 S.S. 10175014 51107E -FLEX SS4 205845 0411055, CF TAP -51117, PAMEU/OIE OR PANELMATE PLUS. J0' 54171-18 4111111 1 1 11111,. 85' SOLD -Sle. N'C4r ` • r /i:'0 Y, .L5° �,•.. BEN .;yes 1 8. 4 F. 'I 13 • rvf,,, °BOSa S/0 • * \\\u E 0. = EDGE DISTANCE PRODUCE REVISED as complying with the Florida Buildins Coda Mogan's°N0 ,O' Date = Srr �° / u S �, •0 FLORIDA BUILDING CODE (High Ve locity Hurricane, Zone) 0.050° BERTHA ALUMINUM STORM PANEL L0./A.0 DRAWN 61'7 / IL E C O Ma. \ 50077? 783X0 & 0 N COMPANY eOD 77/ms %-I Po? f 11" EB-0508779 FLORIDA U Miff 94167E EASTERN METAL SUPPLY, INC. 4268 8037110005 OR NEST PALM BEAa7, fL 31407 11/15/17 OA1E ,69 ® Law= 03.3 11 X149 010 0,-076 5 111111111' 1■1111:11111111111111:111111:17•1111111MICIIIIIIIMI 11 -117 01101160 No SHEET II OF 15 1/4' 0 LAO SCREWS ®8' 0. aW /11/2 °MIG THREADED PLNETRATION TO Ex757010 - WORD HEADER Cont. ALTERNATIVE .1 3/32' VIEW STUD V- 12- 0.. C Cont W/ 1 1(46'"00. L40' 10 W/ 1 1/2' Lon. 1797EA0E0 PENETRATION 07 MIDWID711 OF RATE ALTERNATIVE 2 SEE SOMME FOR Ulm REPARATION TO 01409 1/4V-20 LTs W/S 7/8i0 x 3/32" IMO '0. 10 %s119►� 0 CMG 14'0 LAO B' 0. 10 IT 1 1/2° MM. THREADED PENETRATION 0 N/OY11D/N OF PLATE ALTERNATIVE 3 I1 I- ' ®s"4 GOW/2'Nin. sows DREADED /„ EWING WOOD A110405R 0711 'L i Ai $ Alt 0 Cont WOOD .HEADER REQUIRED SEE SCHEDULE !OR MI SEPARATION TO GLASS ALTERNATIVE $ BoLTS 5 SS - 7/8"0 x 3/92' NUT ®72. 0.a ° 0 5A0 SCREWS Hb e' O. C. W/ l l/2' MM. THRFAOEO PENE1041105. 0 4470410T11 OF PLATE ALTERNATIVES NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING SECTIONS CAN BE' COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS SECTIONS A WALE H 1/4° - 1° 933' 0. 0. x .034 LONG BRASS BUSII1N0 W 7/4" 0 -20 x 2'SSS/4LSO.72'1010 FUR SPANS UP 1O 5' -0' AND 106' 10 10 FDR SPANS 05. TO 50-0° Max. OR 1/4' 0-20 ELCO maLa ' emaN PARELNfITE ®1 0. a W/ . 1 7 sprPP *RqN 433' -0. 0. x83 " LOW BRAS^ B L011N0 1Y/ 1/4 0-20 ex 2 S. SS AI.'& ®12 O. G. FOR SPANS UP TO 5' -9' AND 0 B' a C. FOR SPANS UP TO 9'-0' Mox. OR 1/4' 0-20 ELCO mel ' Female tE ®1a aW/ SPA UP ALTERNAT! E INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS '�Aae`�p�11�11 A 10�� rF!lIBOB ®o I. INSTALLATIONS ARE ONLY VALID FOR A50 DESIGN PRESSURE RATING UP a �� • ,j�CENg� •. TO +65.0, -72.0 pal AND PANEL'S LENGTHS UP TO le-0°. EXCEPT AS NOS. 2. FOR NEW WOOD FRAME CONSTRUCTION.* WOOD MEMBERS 7O BE SOUTHERM 7Q': PINE No. 2, W/ SPECIFIC 0ENS/TY OF 0.55 OR EQUAL a ;! IL E C O INC. .-.. / of .(pe/ . VILUT TEST/NO et ENGINEERING COMPANY ct. m -1 opn°jo S rSr0perreOi ru oii'P"� AWAOA u94 Px7 E PRODUCT REVISED 1 with theFlorida ML pB1tl tonoo� N - .i�o9 o0/8 6 • FLORIDA BUILDING CODE (High Velocity Hurricone Zone) 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC: 4200 W0TROA0S 0R. WEST PALM 601077. 01. 33407 6.,a 070 00 -078 oer //10/1 �10 tadtsPnal • L_a/Aa DRAWN 074 11/18/11 BATE 11 -117 DRAWN) No SHEET 72 OF 18 WOOD TRUSSES OR RAFTER 04 24' 0. C. RE=U5*0 1 1. S £ 3M..4S. ®6'0.A SEE SCRIOIRS FOR OR sass ALTERNATIVE 9A 7/8'0 x 3/32 YANG NUT 0 EVERT' STUD WOODODEC7 - n [ E ALLOWED) 1 4 4' x 1 /e' AA(�ftan. � 1A0 5/1r MEWS T04- EACN 40157 LOCATE SCREW AT 120177DTH OF EXISTING WOOD MONTER f2° �. THREADED . PENETRATION. 1/40'LAQ SCREWS 04' as W/? 1 2 mkt. THREADED PENETR4TION. ALTERNATIVE 9 WOOD 440554. OR RAFTER ® 24' 0, Q.REWIRED ALTERNATIVE 1Q ALTERNATIVE 11 CEILING & FLOOR - MOUNTING INSTALLATIONS 50.41.E t 1/4". r NOTE FOR COMBINATION OF SECTIONS: WALE/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ALTERNATIVE 12 * * VALID FOR Max. A.S.D. PRESSURE RATING OF +63.5, -63.5 psf. WALL MOUNTING INSTALLATION SCALE : 1/4" a 1' Cont. 14' 0 Ir 046'0.0. W/ 1 1/2 Een. THREADED PeET 474011 04 E60WID771 OF PLATS ALTERNATIVE 14 INSTALLATION- DETAILS ON EXISTING WOOD BUILDINGS e4.13. i vts0 F v® NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR AS.D. DESIGN PRESSURE RATING UP TO +65.0 -72.0 pal AND PANEL'S MOMS UP TO 9,-01 EXCEAT AS NOTED. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. N PRODUCT RBVIBBD 40 mi,� vvlin 11e lmlda Htaep7maoNo O ' • O(. . �� � ���Dsroc;7LS1i -1$ OM COMoI FLORIDA BUILDING CODE (High Veloclfy Hurricane Zone) IL ECOINc. \. TOUT TESTTNO B EHOINEERINO COMPANY 4453 2!. six 8f._67m S$ Wf .60'IDQ$ R .Dies Pmeu , r.161�11:8-07. 71 t (.1�101t /6D EB- 0006718 RO1EA TOUT s. 44 97E 0.050' BERTHA ALUMINUM STORM PANEL 70./A.G DRAWN BY7 EASTERN METAL SUPPLY, INC. 4268 WESTRa90S OR WEST PAW MCA rL 33407 OR NO >na 040 4-078 1/73/71 e7n 11/15/11 DATE 11 -117 ORAWINO NO SWOT 13 OF 15 1/4•0 S.S. LAG SCREW ® W 1 110 SEE SCHEDULE A#17. SEPARATION TO ATION 4° x 9° (M/n.) Ex1SONG 7000 REAM 290702 0. SIRUCPURAL ADEQUACY BENGINEER ExisriNG WOOD 70 SHUTDDI t TWN. Cont. ALTERNATIVE 15 7 /815 x 3/32 WING NUT EVERY. STUD ALIO WWWE LEG son • 1.004T10NN.f25 1 a a• x 6' W000 DECK RE0102E0 0000 0 I/4°0 S.S. LAG SCREW e 4 1 P e. W 7704 /2" MBt. ALTERNAT VE 16 * CEILING & FLOOR MOUNTING INSTALLATIONS SCALE : 1/4° = 1° 8000 HEADER REQUIRED -1 7/8' MI6. PENETRATION a° Hex. t /4'0x9° ELC0 mole PANEUA47E WAS 0804082 18 6 7/2' 0.0. W 1 1/2' Man. THREADED T10N INTO 60013 REAM 7/4° LA0 SCREWS ® 6' a a W/ 1 /2" MIA 018240ED P 67847102 TO EXISTING WOOD HEADER. A. G. A 800156 7/8'0 ss WING SP x J/!a' 7°- 0. C. 6° 21e1 *DOD PLATE Ex1ST1NQ a° x 4° STUDS 0 16° 0.a Max REQ0 1/411x8° E0C0 male PANELLIA7E 7VAS ANCHORS 0 4 1/2" C.C. TO E7I5T910 PLYWOOD JIIOTE FOR COMBINATION OF SEC71ONS: WAU/FLOOR /CDLINO MOUNTING SECTIONS CAN BE 00MffiAIED IN ANY WAY 70 SUIT ANY INSTALLATION. Ex1S180 Mtn. 7 /2• PLYWOOD RED D OW) W/ FASTENING TO ENDS AS PER SECTION 2609 OF THE SOUTH FL BUILDING CODE. ALTERNATIVE 17 * * VALID FOR Max. A.S.D. DESIGN PRESSURE RATING +63.5, -63.5 psf. BUILD —OUT INSTALLATION SCALE : 1/4° > 7° MEW BRICK Gone. 7/4" 0-20 x Vs' 3/32° 82461Nur e 72- 0. -a 4' 0 LAO 6°a a.w/. f Ma -THREADED 77014 ® LIDWIDTH OF PLATE ALTERNATIVE 187 * PRODUCT REVISED o9 complying 9/Milo Rol& Building Coda Aomptenee No Date 1/4' LA11 SCREWS 0 6' a C, w/ f ' 1 Mln. TIIREIOE,0 DON TO WOOD MOM. E70STIA'Q Cont. i"G BOLTS / SS /eV 0.7/22 6911 0. a Ox J°LA0 12®8'O.aW/ 7 a' E9n. PLIA1 11104 ® ON OF PLATE. INTERIORLY REMOVABLE PANEL(7) W/ SIDEWALK BOLID TS RX 09774E 2, + x m TH 8/B 0 HOLES AT if) 0 6° 0.0 & FASTENED AT REAR W 7/8'0x3/32' KING NUT ALTERNATIVE 186 * ®E'"Y Sii "AEI` 804' WALL MOUNTING INSrALLp rION$ SECTIONS 1$ * VAUD FOR .Max. A.S.D. DESIGN PRESSURE l� SCALE 7/4° = T" RATING +63.5, -63.5 psf. INSTALLATIONS VALID FOR PANELS 10 USED JOINTLY WITH INTERIORLY REMOVABLE PANELS () INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR A.S.O. DESIGN PRESSURE RATING UP TO +85.0 -65.0 par AND PANEL'S LEWIS UP TO 9'-01 EXCEPT AS NOTED. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPEC/F7C DENSITY OF 0.55 OR EQUAL. s +000;1 p` 11 TIC 0I�04°o0® stie0. r.. •'S7El1EOF . , q eu x? 7291010 & ENGI INO Qoe4P 14 oa` ' O R ID Q ` ``k.� Alo lwaW'•_1- aoaoeT °`7e` 14i1 �OemBAA Sid •b�•�\\pe° FLORIDA ud 144181 �L FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0.050° BERTHA ALUMINUM STORM PANEL L0./A.O. DRAWN 8» EASTERN METAL SUPPLY, INC. feeeRW1o111011�"- 77/75 /77 EATS 4078 wawa,* DR war .13407 TT -f17 •ORAbIND No smarm MR' NM A WNW= DAM Dtb cal -Os »' i + MEET 14 07 76 1/4°0 S.S TAO SCREW ® e e.a. W/1 I/2° MW. THREADED PENETRATION ire 0 S'S LiG SCREW 0 4° o.o. W/1 1/2° MIN. THREADED' PENETRATION e x 8` (Mtn.) EXISTING W000 BEAM REQUIRED. srAucn.m. ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REWIRED ENGINEER OR ARCHITECT PRIOR / ro SHUTTER INSTALLATION. \ +) Cont 7/B° 0 x 3/32° MD NUT EVERY STUD 0 12° 0. R 2° x 6 WOOD 41400 REWIRED 1/40 TAG SCREWS 0 4• o. W/1 7/2• MW. THREADED PENETRATION W/1 1/2• MGM THREADED PENETRATION + ALTERNATIVELY, TRACK ® MAY BE ATTACHED 10 HOLLOW CEILING AS PER 0£TAILS SHOWN ON ALTFRNATIVE 9A, SHEET 13 OF 13. Cont • SEE SCHEDULE S£PARARON- ro GLASS DETAIL 7 /9° 0 x 3/32° � 5700 0 12 °0. L, I/40 LAG SCREWS 0 2° o.a. Yx9' WOOD DECK REWIRED VA °0 S8, 4410 SCREW ®) 4TH PPENE'IIPANO W000 BIB REOUPf00.O STRUCTURAL A0EQUAC• OF DORM WOOD BEAU TO BE CERTIFIED 67 REGISTERED atom 10 SH INSTALLATION. 1/4.+ r I O Cant Q six SCHEDULE FOR Min. SEPARATION '-• TO GLASS 00747. 2 7/BO NUT ®3Y° EVERY STUD 0 l2° 0. G 1 a 1 WIENIORLY REMOVABLE PAIELUI W/ SIDEWALK 90175 OEETT''A7. 2) CON TO I 1HRU 5/80 7/40 LAO SCREWS 0 4 I /2° o.o. HOLES AT 1 0 W° 0.0 & FASTENED AT REAR W 7/8.0x3/32• WINO HUT 0 EVERY SIDEWALK BOLT. ALTERNATIVE 19A ALTERNATIVE 198 CEILING & FLOOR MOUNTING INSTALLATION$ S OWNS 1 e SCALE : I/4" I° NOTE F01? COMBINATION OF SECTIONS: FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY .10 SUIT ANY INSTALLATION. W/, 1/2. 71110 THREADED PS4EIRATION ALTERNATIVE 20A INTERIORLY REMOVABLE PANELQ SIDEWALK DOLTS IAN TO HOLES AT 7 0 B° 0.0 & FASTENED AT REAR W 7/810x3/32• WING NUT 0 EVERY SIDEWALK BOLT. 0 GO0OD 0 LICK REOIARED 7/40 LAO 5070475 0 2° o.o. W/1 1/2° MIN. W86= PENETRATION ALTERNATIVE 208 CEILING & FLOOR MOUNTING INSTALLATIONS 5 suis 1/4° ONS�2Q Ptorien 0``\vam0P \�EA A. %I( / 4F% noBams N d. o ' • �10E gF ...r,. /AOQBj11t�a N0 •2D'.o( / 013 m -o • / .' s$•. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS % '. 0,001AAAA1ogee /4110 ��saONA nt TENG;�. °`����� FLORIDA BUILDING CODE (High VelociIy Hurricane Zone) NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR A.S.D. DESIGN PRESSURE RATING UP TO +65.0 -65.0 pot AND PANEL'S LENGTHS UP TO B'-0 °. DETAIL 2 — INSTALLATION OF 1/4'x1 n _SIDEWALK BOLTS A REMO 49LE PANEL SCALE I" I° L.0/ao. DRAWN 1419 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN PINE No. 2, W/ SP£C!FIC DENSITY OF 0.55 OR EQUAL / IL ECOINC.\ nt1170 100T7N t & SNOINESRW(�OR �OOMPH% AE- 0079 P. L 4477 11/15/17 DATE IMAM No SHEET 18 OF 15 h /i�l4 a die� s'