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WS-12-645or Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 172309 Permit Number: WS -4 -12 -645 Scheduled Inspection Date: July 12, 2012 Inspector: Bruhn, Norman Owner: QUINTANA, ALEXANDER Job Address: 1045 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: AC SHUTTERS AND AWNINGS INC Permit Type: Windows /Shutters Inspection Type: Shutter Attachment Work Classification: Shutters Phone Number Parcel Number 1132050170100 Phone: 305 - 799 -2068 Building Department Comments ALUMIUM STORM PANELS Passed Failed Inspector Comments Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 11, 2012 For Inspections please call: (305)762 -4949 Page 7 of 23 04/17/2012 09:45 3052749994 ? �'• ,°� CERTIFICATE OF LUARI PRODUCER WAM Insurance Agency 10637 SW 88th St. Ste 7-1 . Miami, FL 33176 Phone (305)274.4353 Fax (305)274 -9994 9811 NW INSURED A C Shutters, And Awnings, Inc. 80 AVE. Hialeah Gardens, FL WAM INSURANCE PAGE 01/01 LITY INSURANCE DATE THIS CERTIFICATE IS ISSUED AS A MATTER I F INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE ION HOLDER. THIS CERTIFICATE DOES NoT AMEND, EXTEND oR !U.TEI? THE COVERAGE AFFORDED BYTHE-POLICIES BELOW; INsURERS AFFORDING COVERAGE NAIL # INSUREI .. SCOTTSDALE INSURANCI= CO.— INSURER b:— NSUREt C^ NSURER D: 33016 COVERAGES • •— _ •—. _ INSURER E; INSuRER F; THE POLICIES GF INSU12ANcE LISTED HAVE BEEN ISSUED TO THE INSURED NAME=D ABOVE FoR THE POLICY PERIOD INDICATED. NOTWITi I ANY REQUIREMENT; TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1$ SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONbIT1oNS OF SUCH �_ _ POLICIES. AGGRE GAT LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, Wfl H RESPECT TO WHICH THIS GER1 IFIGATE MAY BE ISSUED OR • IN$RII AWL LT.R.1 INSRO•j. TYPE OF INSURANCE I POLICY EFFECTIVE POLICY EXPIRATION POLICY NUMBER DATE (MmuOD/Y.Y) DATE (10/01?....... GENERAL LABILrry COMMERCIAL GENERAL LIABILITY A ❑ ❑❑ CLAIMS MADE RI OCCUR DEM. AGGREGATE LIMIT APPLIES PER: Y�I . POLICY ❑ PROJECT D LOC. AUTOMOBILE LIABILITY Ca ANY AUTO I� ALL OWNED AUTOS ❑ ❑ SCHEDULED Autos HIRED AUTOS NON OWNED AUTOS 0 — GARAGE LIABILITY ❑ ANY AUTO EXCESS/UMBRELLA LIABILITY ❑ C] OCCUR 0 CLAIMS MADE ❑ DEDUCTIBLE C] RETENTION $ ORKERS COMPENSATION A>vD EMPLOYERS' LIABILITY ANY.PRO ?RIETOR / PARTNER / EXECUTIVE OFFICER /MEMBEREXCLUDED? Ef yes, deecrtbe under SPECIAL PROVISIONS below„ OTHER CPS1419420 _ Lain EACH OCCURRENCE 08/26/11 I DA VI 'tO REr -- 08/26/12 PREMISES (Ea occtcurence� MEb EXb (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE_ PRODUCTS - CoMP /CIF AGO COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per ecotdent) PROPERTY DAMAGE (her accident) _ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG 1,000 ,000 1d0,000 5,000 1,000,000 2,000,000 1'000,000 EACH OCCURRENCE AGGREGATE ° TOa aIMIXS °_ER E,L. E.ACHACCIDENT_ E.L. DISEASE. EA EMPLOYE. MPLOYEE E.L. DISEASE: - POLICY LIMIT )ESCRIPTION OF O EP DNS / LOCATIONS! VEHECLES / EXCLUSIONS ADDS BY ENDORSEMENT / SPECIAL- PROVISIONS CERTIFICATE HOLDER MIAMI SHORES 10050 NE 2 AVE MIAMI SHORES, FL 3 X305 -756 -8972 ACORI) 25 (2004108) QF CANCELE-ATION 5HOULD ANY OF NE ABOVE DESCRItED PoLICEEs BE CANCELLED BEFORE THE VILLAGE EXPIRATION DATE THEREOF, THE ISSWNG INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THer CERTIFICATE HOLDER NAMED TO THE LET, BUT FAILURE TO DO $O SHALL IMPOSE NO OBLIGATION ON LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. 313$ AUTHORIZED REPRESENTATIVE WILVER ALMARALES ACO1 D cORPORATION 1 SS BUILDING PE FBC Miami Shores Village 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 ATION Permit Type: BUILDING OOFING Permit No. I -4dIS Master Permit No. OWNER: Name (Fee Simple Titleholder): a-7( ��/ ,t'74,-4 Phone #: Address: /"+' / /l/ 7 52— City: " % 9 5,� State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: / c/5-- /i/ c/ 7 S7i-- City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ! e 4-1 � /4 d Address: 0") /0 ," 7/ City: Qualifier Name: %4f- 6f27// State: Phone #: 3 — _ 2e) Zip: 23 41 //‘ Phone #: State Certification or Registration #: S C C / 3 1/ Y 9C /7 Certificate of Competency #: Contact Phone #: 3 5 7 9 % -" Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ /o®®,. ®t2 Type of Work: OAddition DAlteration Description of Work: q New inear Footage of Work: URepair/Replace 67 DDemolition * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees* *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ■ Submittal Fee $ /� — Permit Fee $ i $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 2 v' • 40 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTTFRS, 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 attachme Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs en 47) s after the building permit is issued. In t e absence of such posted notice, the inspection will not be r#;1; ved and nspec e will be charged. Owner or Agent > The foregoing instrument was acknowledged before me this / € day of _, 2021 by IC/ Ii 4174 4, o rs personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Signature Contractor The foregoing instrument was acknowledged before me this/v day of / , 20/1,2,-by 4 z-.4/411' (who is persona known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: o 1Rf , Luis Fajardo, o TIPa COMMISSION #DD799305 '`� '• EXPIRES: JUN, 22,2012 de ®X�OF F;�:r y,IWW .AARONNOTARI'.cam APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) My Commissio $ r'ee * * * * * * *4* ** *** *** a a o, Jr. t1;01 ' jard0, Sr. M.00MMIS5ION #DD799305 ' 'T.%peIRES:JUN.22, 2012 Zoning Clerk APR 1 2 Miami Shores Villa • e APPROVED 70NING D Bi_oG DEPT DATE EPT reffil I I TrAD1 :I CT TO COMPLIANCE WITH ALL FEDERAL AND 1NTY PULES AND RFOULATIONS 1462( 17.2,t,747-1.7 O' - //6:- 9,1optb5, Eastern Metal Supply, Inc. Quality Shapes In Aluminum SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Building Official: We are the Miami -Dade County Notice of Acceptance holder for: o .050" Solid Bertha Aluminum Storm Panels Shutter (NOA# 08- 0623.06) This letter authorizes ,4 C SA ' 77-‘/24 to use of our .050" Solid Bertha Aluminum Storm Panel approved under Miami -Dade County Notice of Acceptance (NOA) number 08- 0623.06 at the following job: ti - & /t ,JE q ;sr 3-4 d ex. s Sincerely, w i1 Gene uschmann Greg Weekes Secretary/ Treasurer or Vice President Eastern Metal Supply, Inc. Eastern Metal Supply, Inc. 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Miami -Dade County Notice of Acceptance. FLORIDA NORTH CAROLINA TEXAS MISSOURI 3600 23'" Avenue South 2925 Stewart Creek Blvd. 9400 Telge Road 4750 Earth City Exprwy Lake Worth, FL 33461 Charlotte, NC 28216 Houston, TX 77095 Earth City, MO 63045 800 432 2204 800 343 8154 800 996 6061 888 822 6061 561 588 4780 Fax 704 391 2267 Fax 281 656 2297 Fax 314 344 3349 Fax www.easternmetal.com emsfl@worldnet.att.net BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Dr. West Palm Beach, Florida 33407 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildineeodeonfine.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as de Zone of the Florida Build' DESCRIPTION: a ha ; ► �. _p eels Shutte APPROVAL DOCL g }a i =04, titled 05th Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, and 1A o .ar.�. —, ted 04 /28/2005, last revision #1 dated 04/28/2005, signed and sealed by Walter A. Tillit Jr., P.E. on 09/15/2005, be Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile impact_ LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 renews NOA # 05- 0926.03 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 Helmy A. Makar, P.E., M.S. herein, and has bee i : Code. .05r n7tl e t NT: ,I)fawm to comply with the High Velocity Hurricane yl � 07 /31/2 -1d8 Expirati Appro NO o. 08-0623.06 n Date: 08707 3 1 Date: 07/3 /2008 ge`1 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED L EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96- 1203.08 A. DRAWINGS 1. 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 R 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 -1132 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 Jr., 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 -H34 Aluminum Alloy panel. E -1 my A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 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. 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 -1134 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. y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 E -2 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1" 1'ED 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. O'1'HERS 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 & #I1 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 1A 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, fepaYed 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 I. 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 ASTME8 -93, signed and sealed by Frank Grate, P.E. He y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 E -3 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERT.II 1CATIONS 1. None. E -4 Ewe diy A. Makar, P.E., M.S. Product Control Examiner NOA No. 0S- 0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 FLORIDA BUILDING ,CODE g01-0nr ASCE/SEI 7 -10 - WIND LOAD TABLES -170 mph - Enclosed Building with mean roof-Right Tess than or equal than 60 Feet - EXPOSURE C AND D WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 16 -20 36.8 39.8 49.0 40.2 43.6 53.8 21 -30 40.0 43.4 53.4 43.7 47.4 58.6 31-40 42.5 46.1 56.7 46.5 50.4 62.2 41 -50 44.6 48.3 59.4 48.7 52.8 65.2 51 -60 46.3 50.2 61.8 _ 50.6 54.9 67.8 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES ND PRES,SURESIN MPH VELOCI'116., SURE C Building Height Roof Slope Tess than 10 degrees , °oof Slope gr -. er • -hres Positive Negative Positive Negative z4 & z5 z4 z5 z4& z5 z4 _ _ -0_ 36.7 39.7 48.9 ` -40. . 43.4 ' .: ' X16 -20 39.0 42.2 51.9 2.- 46.2 57.0 21 -30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 60.1 49.2 53.4 65.9 41 -50 47.2 51.2 63.0 51.6 56.0 69.1 51 -60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION EXAMPLE MIAMI -DADE COUNTY WIND PRESSURES IN PSF 170 MPH VELOCITY - EXPOSURE D Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16 -20 44.2 47.8 58.9 48.2 52.3 64.6 21 -30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41 -50 51.8 56.1 69.0 56.6 61.3 75.7 51 -60 53.4 57.8 71.2 58.4 63.3 78.2 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER COUNTIES GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING f14URR1CANE SHU77ER _ WINDOWS AND DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -10 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and.other terrain with numerous closely spaced obstruction having the size of single family dwellings. For building <= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft. For budding > 30ft exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever Is greater. Based on the FBC- HVHZ, use Exposure C when building is located in Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure C will apply when exposure D and B do not apply. 6- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the budding height, whichever is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shad be impact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED - V =170 MPH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt=1 - (FLAT TERRAIN) 10- DIRECTIONALITY FACTOR Kd = .85 (Wind Directionality Factor) 11- TRIBUTARY AREA: 10 SOF • 12- EDGE STRIP (a):1The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3ft - • . NO WIND PRESSURES IN PSF 175 MPH VELOCITY - EXPOSURE D Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 44.5 48.2 59.3 48.6 52.8 65.1 16-20 46.8 50.7 62.4 51.1 55.4 68.5 21 -30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41 -50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION EXAMPLE MIAMI -DADE COUNTY' a <= BWx0.1ora < =hx0.4 BW less or equal than BL a must not be Tess than a = 3 feet ar a= 0.04 x BW v E-N6CO,snc Engineering Services - CA 8116 '5595 Orange Drive 201 DAVIE- FL•-'DA33314 Tel: (954) E-mail: Eng SALID VY 3/6/2012 GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FORA BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd =0.85, IN ACCORDANCE WITH ASCE 7 -98 STANDARD. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.A.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. A DURATION FACTOR CD =1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM _PANEL'S_ ADEQUACY _FOR _IMPACT AND_FATIGUE RESISTANCE HAS BEEN VERIFIED. TN ACCORDANCE - WITH - SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS > 1022.01 -01, 1,7 0221.01 AND lI 0616.02 -05, AS PROTOCOLS TAS -201, TAS -202 AND TAS-203. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052 -1132 OR 3004 -1-134 ALLOY. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 -T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ,4/S/ SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5, BOLTS TO BE AS7M A -307 GALVANIZED STEEL OR AIS/ 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY l,T,W. BUILDEX. (REGULAR OR 410 S.S.) - 1/4" 0 CRETE -FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. - 1/4" 0 CF TAP -GRIP ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY TRU -FAST CORPORATION. - 1/4" 0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4" 0 x 7/8" CALK -IN ANCHORS OR ELCO male & female "PANELMATE" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO TEXTRON, RESPECTIVELY. - 1/4" 0 x 3/4" ALL POINTS SOLID -SET ANCHORS .45 DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS OR CRETE -FLEX 554 IS 1 3/4"; FOR ZAMAC NAILIN ANCHORS IS 1 3/8 "i FOR ELCO PANELMATE ANCHORS IS 1 3/4 ", AND FOR CF TAP -GRIP ANCHORS IS 1 1/4". .4.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A,3) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A4) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH 10 REACH 771E MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A1) & A.2) ABOVE (8) TO EXISTING CONCRETE BLOCK WALL: - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. (REGULAR OR 410 S.S.) - 1/4" 0 CRETE -FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. - 1/4" 0 CF TAP -GRIP ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY TRU -FAST CORPORATION. - 1/4" 0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4" 0 x 7/8" CALK -IN ANCHORS OR ELCO mole & female "PANELMATE" AS MAN UFACTURED BY POWER FASTENERS, INC. AND ELCO TEXTRON, RESPECTIVELY. - 1/4" 0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: 8.1) MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE CF TAP -GRIP AND CRETE -FLEX SS4 ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4"; 1 3/8" FOR ZAMAC NAIUN ANCHORS. 8.2) 7/8" CALK -IN ANCHORS SHALL BE EN77RELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 "0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) MINIMUM EMBEDMENT OF 1 /4 "o x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO 7HE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN 8.1) AND B.2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIF7CAT10NS OF THE ANCHOR'S MANUFACTURER. 7, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 16 (SHEET 3 & 7 OF 15) EXCEPT THAT HEADERS 2, 3 & 4 SHALL NOT BE USED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN /N CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. • 10. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED 1N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 1S APPLIED TO. 11. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.A.D. PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 1S THE CONTRACTOR'S RESPONSIBILITY. (c) 77-115 PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER 01? ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.O. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIF7C DRAWINGS FOR REVIEW. (e) 77-115 P.A.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT • 12. SHUTTER MANUFACTURERS LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCATION AT PANEL. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: EASTERN METAL SUPPLY, INC. WEST PALM BEACH, FL. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. SEA 1.5 260 PRODUCT RENEWED ttscomplying with tie F Badding Code Aceeptr nce No 0: _.. 62. Date 0 I.trLh / 1'1 i . PRODUCT REVISED as complying with the Florida Biding Code Amato/ace Pio r - • .or Expiration Date to :7,L51.` 008 Y r L/ Miami Ds rtbduct Control Division F.B,C.(1-.(igh Velocity Hurricane Zone) /1it1i.\ TILLIT TESTING & ENGINEERING COMPANY 83M N.W. J89. St, sea Jos, WROWS4 cARsa4 F1. urge (305 )1171-1112 . Fax : (MAW . } EB- 0006719 WALTER A. IILUT Jr. P. E FLORIDA Lk. 8 44167 0.050" BERTHA ALUMINUM STORM PANEL LG. DRAWN BY.: EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH, FL 33407 4/28/05 DATE WA HO ORICISIION did eaCRIPvroe Ulf 05 -078 DRAWING No MD of -141 4/sa /05 SWEET 1 OF Cl 15 1.500' 13.119' (TOTAL WIDTH) 12.000" (EFFECIWE WIDTH) AS (1)1)1.500' 4.473" - 4.473" 7.500" 0 3' ANGLE BUILD OUT BRACKET sou : J/8' - 1' 1 /aBDEI, S 11S EIZID FD AI.LE "� O12'QG • MINI WALL 1.75 "x0.632" ANGLE WITH sTUQ SCALE 1/2• - 1" ® "F" TRACK SCALE: J/8 "- 1" ALTEI2NAIE LEG LOCADON 9, 719' (TOTAL WIDTH) 1-6.000" (EFFECTNE WIDTH) 1.300" 4.477' 1.508' OPTION 1 OPTION Y KEY HOLE AT PANEL. 1-2.125"--1 C4 ALUMINUM HALF PANEL scar : I /O' - 1" 1 1/4' MAX. B. O "F" TRACK SCALE J J/8" - 1' z 8250' 8591' SCALE : J/6" + 1" ® REVER$EJ "F' ANGLE TRACK SCALE : J/8" .1. 7/16" ALWAWLJM PLATE 10 Z'x5 "(MAXJxI /B" ANGLE WITH STUD SCALE J/8' - 7' 0.317' d 1 ZA ROUND HOLE AT PANEL. (OPTION TO 12) ma OF p COMPONENTS KEY HOLE WASHEe 3105 -44154 AAun. ALLOY Ma : 44" - 1' (3) 5/8 "0 HOLES AT TOP LINE ® 3" Max. "U" BUILD OUT SCALE : 3 /6' - 1' ® "F' TRACK ANGLE Sti'ALE : 44' - r (22 5/76' HOLES AT Borrow LINE FOR 1/4'0 -28x1" IS MACHINE SCREW TAPCONS In 4 4 72' 14' F 11 4/16'X7 "x 14" LONG WALL PLATE SCALE J /:e• - 1' SEP 1 5 2005 ® "U' HEADER SOLE : J/9" - 7' 1/4" 0 S. S. STUD TO ANGLE EY SPACINGS SNOW ON SECTIONS. ---as6S -1-r AAun. ALLOY SCALE' : -I ` -8 }- 050' 0R 75 .060' .093' DETAIL 1: STUD W/ DIE CAST ZINC NICKEL PLATED WING NUT nonuCT RENEWED ancorp!ytng e�ildi the 9 tor�1Y>A 1)i 1dIng Code ptanceNo08 • 2 "b(, ] ration tgale 0 %PL%7 -13 *�-- / 144 PRO )i1CT REVI ;x:59 a® co111plylz Maio 881e Belding Code Amepeazacc Y o 0-Q? 26, p j' Ezpir2ti97t 1; o O1 tog 1y 1NiiLrai6 Division F.B.C.(High Velocity Hurricane Zone) I/1EIiZINC.\ TILLIT TESTING & ENGINEERING COMPANY 61:15 /LII..1efh. St., SW 365 WRIZNPI CAROENR 11. 73161 Phmw : (OMAN -16.10 , fax ; (1147)871 -7611 EB- 0006719 WALTER A 17LUT Jr. P. E FLORIDA Lie 1 44167 0.050" BERTHA ALUMINUM STORM PANEL LG. DRAWN 8Y: . EASTERN METAL SUPPLY, INC. 4268 WESTROAOS DR. WEST PALM BEACH, FL 33407 4/28/05 DATE MY. 1.6 0x00•/01 AIEC Alpo Ns Apt OLD 03 -147 4128/05 05 -078 DRAWING He SHEET 1A OFF 15 CONCRETE ANCHORS (SEE SCHEDULE) — TOP TRACK (SEE COMPONENTS, SHEET I OF 15) 33„ • ATax. 1 Min. 0 0 0 0 0 rr -r r r -1 -i r T 1 1 r r -r -, r r -r -r r r --1 r r -r -r r r -r -r r r r r -,- r r T- r r r-r TYP. Max. 1 Min. CONCRETE NCHORS (SEE SCHEDULE) ICE •E .-E TIO SCALE: 1/8 "= 1" 3" Max. 1 Min, — BOTTOM TRACK (SEE COMPONENTS, SHEET 1,4 OF 15) SECTION A-A SCALE : 1/8 "= 1" ai ng with the VINOD Sahib% Code Mosphatee No0 Expiration Date Division PRODUCT REViSED as coral yiag with the Plrrr r BrahlHag Code Acceptance No 0 Ezpi , tifrn Miami Division F.B.C.(High Velocity. Hurricane Zone) /1'itE,.\ IILLIT TESTING # ENGINEERING COMPANY 6357 h4N. 3635. 56, Re. .70.6 b46664 cwt 1R .13166 Phare : (.106 71 -1310. fax : (105)871-1371 Ea- 0006719 ® t SEP q r 2 WALTER A. MDT Jr. P. E. GJ FLORIDA Lk. # 44167 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4268 WESTROAOS DR. WEST PALM BEACH, FL 33407 Alt en tu6asrm, 01.0 03-141 as 4/26425 tir w 16:3331,3106 alt La DRAWN IM 4/28/05 DATE 05 -078 DRAWING No 3 SHEET 2 DF 75 CONCRETE /ANCHORS (SEE S HEDULE) SEE SCHEDULE FOR Min. SEPARATION 7O CLASS POURED —' CONCRETE OR CONCR BLOCK WAI REQUIRED CONCRETE (SEE 50H POURE• 4 ORNCdNCRET f 7/8 "x 3/32" 41 BLOCK WALL WING NUT 0 EVERY STUD REQUIRED 0 12" 0. C. ConL SECTION 0 STUD WALL MOUNTING INSTALLATION SECTION 1 SCALE : 3/8" = 1" NOTE : DETAIL OF SECTION 0 STUD VALID ALSO FOR WALL MOUNTING INSTALLATION — SECRON 2 (TOP) CONCRETE ANCHORS (SEE SCHEDULE)., URED CONCRETE REQUIRED SEE SCHEDULE FOR Min, SEPARATION TO GLASS 1.000* Cont. 0 A 1/4" 0 -20 x 3/4" BOLTS W/ 7/8 x 3/32" WING NUT 0 12" O. C. POURED —' CONCRETE OR CONCRETE o BLOCK WALL 41 REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) --O WALL MOUNTING INSTALLATION SECTION 2 SCALE : 3/8" = 1 " E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHLLrs 10 & 11 OF 15) CONCRETE ANCHORS �\ (SEE SCHEDULE) \`/ POURED CONCRETE REQUIRED a 41 / / / //, ConL SEE SCHEDULE FOR Min. SEPARATION TO GLASS POURED —�' CONCRETE • OR CONCRETE BLOCK WALL 41 REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) IOLTSp 4" W/ 7/8 md20" i inio NUT 0 BUILD OUT INSTALLATION SECTION 3 SCALE : 3/8" NOTE FOR COMBINATION OF SECTIONS : WALL MOUN77NG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. q 4 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED --� SEE SCHEDULE FOR Min. SEPARATION TO GLASS ///// /)//// POURED—' CONCRETE OR CONCRETE BLOCK WALL W REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) Cont. roe L 7 /8 "x 3/32" WING NUT 0 EVERY STUD 0 12 "0. C. Cont. 1.128" "Min. 1/4" 0 -20 M. S. 10 Cont. W/ NUT 0 12" 0. C. BUILD OUT INSTALLATION SECTION 4 nava MOWN as wpiestg witb d Mita 8011ing Cads Accept :me N0 0 Eaptina Date 0 �"rrrl. By MVt3an,3 Dad Division .06 017 duct Coat:c4 SCALE : 3/8" = 1' PRODUCT REVISED as complying with the Florida Balding Code Accepiczee No 0 ' 6.0? Espirsl =er Dale By- &Demi Dade o duct CentIvi Dlvlila7! F.B.C.(High Velocity Hurricane Zone /1tEN.\ TILLIT TESTING & ENGINEERING COMPANY 1.113 MW.. J111 51 51a JO5, t97 474 1:11.11,27A 0...1111 RAMS , (7017171-1$.10 . Fe" : (J05)171 -1177 ER- 0008719 WALTER A. ALUT Jr. P. E FLORIDA Lk. j 44157 0.050" BERTHA ALUMINUM STORM PANEL L.C. DRAWN on EASTERN METAL SUPPLY, INC. 4288 WES7ROADS DR. WEST PALM BEACH, FL 33407 Atr. to aaarrame OLD 01 -141 AMC 4/211e05 1_Y. De a WR 4/28/03 DATE 05 -078 DRAWING No SHEET 3 Of 15 Cant. 1/4` 0 -20 S. S MACHINE BOLT W/ NUT it WASHER 0 12" O. C. 1" Min. POURED CONCRETE REQUIRED 1/4" 0 -20 x 3/4" BOLTS W/ 7/8 x 3/32" WING NUT 0 12" O. C. ALTERNATE LEG LOCATION / //) / / / / /// POURED / CONCRETE / OR CONCRETE O BLOCK WALL W REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) /+ 1" Min. 11/4" 0 -20 S. S MACHINE BOLT W/ MIT & WASHER ® 12" 0. C. 1" Min. —1 Cont. BUILD OUT INSTALLATION — SECTION 5 SCALE : 3/e" = I" E D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) NOTE FOR COMBINATION OF SECTIONS WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS E. (SEE SCHEDULE) \ POURED CONCRETE I REQUIRED —EQ. -1-7 SEE SCHEDULE FOR Min. SEPARATION TO GLASS 9 Cont. 1.125° ® Cont. 0 V 7/8" x 3/32" WING NUT co I .� 1 -EVERY STUD 012 "0. C //////// y//1////////// 1.1-1 "__ POURED CONCRETE I I REQUIRED CONCRETE ANCHORS / J & D. (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION -- SECTION 6 SCALE : 3/8" - 1" CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE NI 1 R£QU/R£D ALTERNATE LEG LOCATION- Cont. 1/4" 0 -20 x 3/4" BOLTS Wf 7/8" x 3/32 WING NUT 12" O. C. ISEE SCHEDULE FOR -I Min. SEPARATION TO GLASS " x .71/4/4" BOLTS 0 -20 W/ 7/8" x 3/32 W1NG 0. NUT 0 12" C. O Conti //////)/_////A/ / / / / / / /// / +1 / / / E.D. / POURED CONCRETE ° REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) . CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : 3/8" m 1" CAUL -IN OR ALL POINT SOLID -SET OR ELCO male /temole PANELMATE OR Cr TAP -GRIP (SEE SCHEDULE) POU CONCRED RETE OR CONCRETE - - - -W -. - - BLOCK WALL REQUIRED S£E SCHEDULE FOR Min. SEPARATION TO GLASS POURED //)../y11////,) / CONCRETE OR CONCRETE BLOCK WALL 4t REQUIRED I I CALK -IN OR ALL POINT SOUR -SET / OR ELCO mole /femo PANELMATE CF`7AP GRIP - (SEE LE) , , TALL" MOUNTING INSTALLATIOAL. A SECTION 8 scALE : 3/8" - 1- PRODUCT RENEWED as ceemlying with tat Pblidd Belding 8 ° I� 3 • c 6 Acceptance Nt►0�� Ex . . lion Dade O IT /ThiE6.\ T1LL1T TESTING & ENGINEERING COMPANY 633.5 KM. Twit. St SK 303. YDLGOVit GAMMA R. .53106 Pltmw : (30671 -1130. vex t (J05)877 — ?SJ; E8- 0006719 WALTER A DLUT Jr. P E FLORIDA Lic. / 44787 PRODUCT REVISED as complying will, the Florida Bu �Jirg Cede Aee: ,lB eNI: Egyi '3 @;r :; Wit: 0 k'Tairvi nod'd i y Divizio,u F.B.C.(High Velocity Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL DRAWN 8Y: 4/28/05 DATE EASTERN METAL SUPPLY, INC. 4268 WESIROAOS OR. WEST PALM BEACH. FL 33407 An 10 st6oencw OLD 03 -141 AAXL 429/03 Mit AY a Wi[ 05 -078 DRAWING No SHEET 4 OF 13 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED CALK -IN Oft ALL POINT SOLID-SET OR ELCO mole /female PANELMATE OR ELCO male /femo /e PANELMATE PLUS j/1/4"0-20 SIDEWALK BOLT OR / W /1/4 "re -20 TRUSSHEAD BOLT + + (SEE SCHEDULE FOR SPACING) Cont. EXISTING' GLASS 1 SEE' SCHEDULE FOR Min. SEPARATION TO GLASS 1/4" 0 -20 x 1" S.SM,S. W/ 7/8" 0 x 3/32" WING NUT 0 12" 0. C. POURED CONCRETE OR CONCRETE BLOCK 34911.1. REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) Cant. WALL MOUNTING INSTALLATION SECTION 9 SCALE : 3/8" = 1 " E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) NOTE FOR COMBINATION OF SECTIONS : WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. r4 u -1N-OR -ALL_ PO /NT -SQL /D SET_CR ELCO male / female PANELMATE OR ELCOO mole/ female PANELMATE PLUS 9/6'0;°/-4v, 2D TRUSSHEAD Nu*, + (SEE SCHEDULE FOR SPACING) POURED CONCRETE REQUIRED SEE SCHEDULE FOR Min. SEPARA770/1 TO GLASS 1/4" 0 -20 x 1" SS.M.S W/ 7/8" 0 x 3/32" WING NUT ® 12" O. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED .375" CONCRETE ANCHORS (SEE SCHEDULE) Cont. WALL MOUNTING INSTALLATION SECTION 10 SCALE : 3/8" = 1 " + + SIDE WALK BOLTS ARE 3/4 mx3/32" HJCK HEAD MACHINE SCREW W /LENGTH AS PER NOTES A.2 & B.2 (SHEET 1) TRUSS HEAD BOLTS ARE 1 2 Sx1 /8"THIC1( HEAD MACHINE SCREW W/LLENGTH AS PER NOTES A.2 & B.2 (SHEET 1) CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE 7/8"0 x 3/32" REQUIRED WING NUTS 0 12 "0.C, POURED lu \ CONCRETE REQUIRED \ \\\ \ \\\\\\ J 1 L SEE SCHEDULE FOR Min. SEPARATION TO GLASS 7/8" 0 x 3/32" WING NUT EVERY STUD 0 12" 0. C POURED / q CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) -0 --T .875" Cont, -0 \ \ \ \ \ \ \ \ \ \\ L1 SEE SCHEDULE FOR Min. SEPARATION -1 TO GLASS WALL MOUNTING INSTALLATION SECTION 11 SCALE : 3/8" = 1" 7/6" 0 x 3/32" WING NUT 0 EVERY STUD 12" 0. C. 0 Cont. ALTERNATE LEG LOCATION E Cont. / // U p i( / / / / / / / / /// 1 //// -EDGE OF 1 "� SLAB IF 11 / APPIJCAB!£ IJ 1 CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION SCALE : 3/8" = 1" PRODUCT MEMO araP113thig with do natio ttaltflag & Acesptasee No o 6Z3"06 AZ �4 D ITIsiem on Daft 12PRODUC F REVISED as cessigyhrb with the Merida Ei nittin&. Trade Arceva ce F o G Expir1 ¢rs 93rit: 0 Miami Dad s et Coatred Di riaion F.B.C.(High Velocity Hurricane Zone /1itIiNC.\ TILL/T TESTING k ENGINEERING COMPANY &1d0 M{f. 3QN. 5111. X5, MGM 444004 n. 3318E Pnen.: posit71 -ram . nut : (305)x71 -1551 t8- 0006719 WALTZ'? A. 77LLWT Jr, P. E FLOREIA Lia /1 44167 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4268 WESTROAOS DR. WEST PALM BEACH. FL 33407 MY, an a DacfBanx OLD 03 —Nt 4/20/05 MV. At a NYE LC. DRAWN BY. 4/28/05 DATE 05 -078 DRAWING No SHEET 5 OF 15 1 1/4" MIN, . PENETRATION TO • CONCRETE BLOCK de 2" TO CONCRETE , :-/-;/2/:;;7 1/2" �/l EXISTING BRICK VEENER Cont. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/4"0x8" ELCO male PANEWATE TVAS ANCHORS SCHEDULE FOR SPACING). EXISTING —STEEL ANGLE LINTEL AS APPLICABLE SEE SCHEDULE FOR Min. SEPARATION TO GLASS I • • 1'1/4 "MIA• . ; PENETRATION TO CONCRETE BLOCK I ' • & 2" 70 CONCRETE I E70ST7NG BRICK SILL 1/4" 0 -20 x 3/4" BOLTS W/ 7/8 "0x 3/32" WING NUT AS 12" 0. C, EXISTING FLASHING AS APPLICABLE r POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED �-- 2" Max. Max. EXISTING BRICK VEENER 1/4 "0x8" ELCO mole PANELMATE TVAS ANCHORS (SEE SCHEDULE FOR SPACING). BUILD OUT INSTALLATION SECTION 13 SCALE : 3/8" _ 1" Cont. E D. .. EDGE D /STANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) NOTE FOR COMBINATION OF SECTIONS : WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS (SEE SCHEDULE) POURED __ CONCRETE_ REQUIRED Cont. EX// /STING SEE SCHEDULE FOR Min. SEPARATION TO CLASS 1/4" 0 -20 x 1" S.S.M,S. W/ 7/8" A x 3/32" WING rUT ® 12" 0. C. II POURED CONCRETE OR CONCRETE BLOCK WALL c REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) J75" Cont. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REi7U/RED ca ra Cont. EXISTING 11 CLASS 1 SEE SCHEDULE FOR "'III Min. SEPARATON TO GLASS DETAIL 2/7 1/4" 0 -20 x 1" SSM.S. W/ 7/8" 0 x 3/32" WING NUT ® 12' 0. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED // CONCRETE ANCHORS (SEE SCHEDULE) SECTION 94,E WALL MOUNTING INSTALLATIONS SECTIONS 14 SCALE : 3/8" = 1" L IO FsR ".N LS 1 .375" Cont. SECT /ON 148 .<1 INTERIORLY REMOVABLE PANEL Q1 W/ SIDEWALK BOLTS EE DETAIL 2) 7E0 TO 1 7HRU 5/8 "0 6" C.0 & FASTENED 7/8 "0x3/32" WING NUT 041 EVERY SIDEWALK BOLT, CONN HOLES AT Ar REAR W DArRtaSa D ; U CT REVISED eRDncwawa pima "! la.0yhIg %IA the e Florida Ctde 0;c1e $ Accaptace Noe -0 fi Zj ca;:y:oon : Pjn O ASS :•: wan Date Zip WITH INTERIORLY REMOVABLE PANELS Se? 1 5 260 - iDad Division eitorb mct Central F.B.C.(High Velocity Hurricane Zone) rr I/1tEZZ.\ TILL!T TESTING & ENGINEERING COMPANY 0J35 N.W. JaM. St sm. Jost WOW a xo Pl .ISIU Ph** : 6L05)171-11,3 . fox : (laM71 -12.1 ER- 0006719 WALTER A. TIIIJT Jr. P. E: FLORIDA Lid. / 44167 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM SEACH, FL 33407 LO. DRAWN 8Y: 4/28/05 DATE Mir. Ae ILISCIelPON DMr MY. M" OLD 0.7 -741 4/28/05 a Maxim 05 -078 AVE DRAWING Ne SHEET 6 OF 15 CONCRETE ANCHORS (SEE SCHEDULE )\ POURED CONCRETE 1 I REQUIRED \-- EQ. E0. — `, SEE SCHEDULE FOR Min. SEPARATION '1 - TO GLASS 9 Cont. H ® Conk 7/8" @x3/32" WINO NUT EVERY STUD 0 12" 0. C. 2////////2/1/////////////./ EDGE OF POURED CONCRETE 11-1 ° �- 4 --SLA8 IF REQUIRED 1 1 % APPLICABLE CONCRETE ANCHORS E. D. - (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE )\ri POURED CONCRETE REQUIRED 44 -- EQ.. - EQ. — )SEE SCHEDULE FOR Min. SEPARATION TO GLASS DETAIL ® Conk 7/8 "0x3/32" WING NUT EVERY STUD 0 12" O. C. 9 Cont � POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ) SECTION 15A SECTION 158 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 15 SCALE : J /8" 1' 875" 7/8" 0 x 3/32" WING NUT o n8" 0. 1:. 1/4" -20x7" S.S. SIDEWALK 80LIS, 11/3/4" SLarra) HEAD, FIXED INTERIORLY REMOVABLE PANEL l THRU KEY HOLE 0 6" 0.0. W/ 1/4"-20 N Ar REAR 050" 7/4" HOLE 0 6" 0.0. DETAIL 2 — INSTALLATION OF 1/4'x1' SIDEWALK BOLTS 0 REMOVABLE PANEL, Scam 1" = 1• EDGE OF / SLAB IF // APPLICABLE E. D. / INTERIORLY REMOVABLE PANELOW /- SIDEWALK BOLTS EE DETAIL 2) CON TED TO r THIN) 5/8 "0 HOLES AT 11 0 6" 0,C & FASTENED AT REAR W 7/8 "0x3 /32" WING NUT 0 EVERY SIDEWALK BOLT CONCRETE-ANCHORS (SEE SCHEDULE ) POURED CONCRETE REQUIRED L SEE SCHEDULE FOR SEPARA170N TO GLASS J 1 EQ. I I EQ. E: D. a Cont. 7/8" 0 x 3/32" WING NUT EVERY STUD 0 12" 0. C. 0 Cont. L ALTERNATE LEG to LOCATION '` /2;:+////1/ 11 u / / / / / / / / / / / /I /1/// II POURED / CONCRETE CONCRETE ANCHORS P 4.- / REQUIRED (SEE SCHEDULE) 1 -CONCRETE ANCHORS (SEE SCHEDULE ) POURED CONCRETE REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO CLASS EQ: E. D. DETAIL I2 M 7/8" 0 x 3/32" WING NUT RF EVERY STUD 12" O. C. Cant L EDGE OF ALTERNATE LEG' In SLAB IF L— LOCATION APPLICABLE 11 1 1 POURED CONCRETE REQUIRED SECTION 16A SECTION 168 / / / / / / /// 1" CONCRETE ANCHORS 4 (SEE SCHEDULE) I / ED.--1 INFERIORLY INTERIORLY REMOVABLE PANEL �W/ - SIDEWALK BOLTS DETAIL 2) TED TO 1 77IRU 5/8 "0 0 6" O.0 dr FASTENED 7/8 "04/32" WING NUT 0 EVERY SIDEWAU( BOLT. CEILING & FLOOR MOUNTING INSTALLATION$ REMOVABLE INSTALLATIONS VALID FOR PANELS USED JOINTLY WITH INTERIORLY REMOVABLE PANELS 10 PANEL E. D. a EDGE DISTANCE (SEE SCHEDULE ON SHEET 10 & 11 OF 15) NOTE FOR COMBINATION OF SECTIONS : FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. E7EP -il 2005 SECTIONS 16 SCALE : 3/8" = 1" PRODUCT RENEWED us complying with the Florida flniaing Code Acceptance No O: - 0 6 Z3.06 Expiration Date 0 :P612o /r BY i Dade :r duct Division CONNT HOLES Ar( AT REAR W PRODUCT REVISED as complying 4P5fi3 tLo �' iorl Buit"sire Cede A=plow: ®0 7. 03 Expirrlion ''fit._ 0 `71 -rir - - By Miami DacTe «mind CUnst2 iDivi ion 8 F.B.C,(High Velocity Hurricane Zone) IL ECO$NC.\ TMLLIT TEST714G & ENGINEERING COMPANY SAS MN MR 5., SM .7M7, wow a1R0ENS, ft .31188 PAen. , (.305)877- 15.30. Fax A 006)671 -1551 E8- 0008719 WALTER A. 17E1JT Jr. P. E FLORIDA Lie / 44167 0.050" BERTHA ALUMINUM STORM PANEL L.G. DRAWN BY: EASTERN METAL SUPPLY, INC. 4288 WESTROADS DR. WEST PALM BEACH. FL 33407 4/28/05 DATE NY. NO OAS BAR 05 -078 DRAWING No OLD 03 -141 4/26/08 SHEET 7 OF 15 \ \ \ \\ 1/4" Max. . GAP (WHOLE) SECTION 8-8 SCALE : 1/8" = 1" (WHOLES) BUT NOTCHED E4 CORNER CP BOTTOM AS SHOWN. rill 14B/6, 15,16B/7 1/4" -20x1" S.S. _SIDEWALK BOLTS. SEE DETAILS 2/7, j2., v....:.......: 3" Max. 1 Min. OR®9OR 1� 1 4B/6, 15,16B/7 CONCRETE ANCHORS (SEE SCHEDULE) 1/4" Max. GAP ,14A/6, 15,16A/7 INTERIORLY REMOVABLE PANEL W/ SIDEWALK BOLTS (SEE DETAILS 2/7, 2/14) CONNECTED TO d THRU 5/8 "0 HOLES AT © ®B" O.0 & FASTENED AT REAR W /7/8 "0x3/32" — WING NUT EVERY SIDEWALK BOLT. .4014A/6, 15,16A/7 3 "--- Mox. 1 Min. INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 1/8" — 1" SEP_1.g 2005 PROMO' RENEWED as cozplyleg with tdo iritssiga adding Code Acceptance No — O (f -Z O lEz oo Dear 0:;'AW* •13 BY t -. t'!!{' I._ Division PRODUCT RE1SED rs: t*irn with the Florida R S$6n! Cie Amcor:we No Explre.lion lute By btlreJoi Dad rodati Control Divisittu F.B.C.(High Velocity Hurricane Zone) IL ECOIsc.\ TILLIT TESTING * ENGINEERING COMPANY 6736 W. J5h. sr Si.. 703, HRCNN GARDENS 11 .13161 Phen• : (7087871 -1676. Fee : (701)877 —I5.11 58- 0006719 WALTER A. m.LIT Jr. P. E. FLORIDA Lic. ,/ 44167 0.050" BERTHA ALUMINUM STORM PANEL LC. DRAWN lin EASTERN METAL SUPPLY, INC. 4288 WESTROADS DR. WEST PALM BEACH, f1 33407 4/28/05 DATE ACK HO crndrldltl AOC en: re. • 84301PROM GAM 05 -078 DRAWING No 01.0 03 -14t 4/28/03 SHEET 8 OF 15 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 12" 0. C. 2" x 4" x .125" 3105 -H14 OR 6063 -T6 ALLOY Cont. Alum. ANGLE CASE A (Plan) SCALE :: 1/4" = 1" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2" x 3" x .093" 3105 H -14 OR 6063 -T6 ALLOY Cont. Alum. ANGLE WITH ANCHORS ® 12" 0. C. R O OR 0 \ 1I 0R1.'] t0ROORI li 1 \ \ II OR O OR � �J 1/4" P1 BOLT 24" 0. C. W/JACKNUT CASE 8 (Plan) SCALE: 1/4" = 1" 4" x 4" x .072" 3105 -H14 OR 6063 -T6 ALLOY Cont. Aium• ANGLE JIALF PANEL--- 1/4" CAP 1.000" -7 000" CASE D (Plan) SCALE 1/4" = 1" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED F- 2.500" Min. 5Q CONCRETE ANCHORS 2. 0" 12" 0. c Min. 1.000 2" x 2" x .055" TO 2" x 5" x .055" Cont. Alum. ANGLE OR .080" 3105 -8154 SHEET METAL Alum. BENT PLATE MAXIMUM DESIGN PRESSURE RATING 'j" (p. s.%) AND CORRESPONDING MAXIMUM PANEL LENGTH 'L" SCHEDULE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ALTERNATE LEG LOCATION MAXIMUM DESIGN PRESSURE RATING W (p.5.f.) Max, PANEL LENGTH L (ft) (SEE SECTIONS) MINIMUM SEPARATION TO GLASS APPLICABLE TO SECTIONS 1A & ANY COMBINADON OF THEM —77.13 �� : TNR =Z1--"- Z3R rE5S "fit; +65.0, —77.0 9' -0" OR LESS 3 11/16" 1 THRU 8 +65.0, —72.0 9' -0" 01? LESS 3 1/2" 11 +62.0, —73.3 10' -0" OR LESS 3 7/8" 2, 6, 7 & 8 +6335, —63,5 9' —O" OR LESS 3 1/2" 9, 14, 10 +65.0, —65.0 9' -0" OR LESS 3 1/2" 12, 15, 16 +63.5, —63.5 9' —O" OR LESS 3 3/4" 13 END CLOSURES DETAILS CASE C (Plan) SCALE: 1/4" = 1" SEP 16 2005 - CF RENFWEQ as PRODU soelplylog wlih the moo Raiding Cody ActcptreaceNo�8" 062.$ "C6 Expiratdoa Date o ;J z*- 013 By J ..L...r, Division PRODUCT REVISED as complyil:g with the Florida C7:3ddng 03:11 A:c^ept!a :icc No 05- Extgeat1 1I 7 Rto a Bey 5ry,� !?..ti iJ4yK° , COnind Division F.B.C.(High Velocity Hurricane Zone) /17r1i1.\ TIWT TESTING & ENGINEERING COMPANY &J5 Mt Si.. JO?, 14901/114 CAROM ft M188 Phone 70587-?810 . Tar : (X5,1871 -7531 E9- 0006719 WALTER A. rug Jr. P. & FLORIDA llc. # 44167 0.050" BERTHA ALUMINUM STORM PANEL 10. DRAWN 9Y: EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH, fl 33407 4/28/05 DATE W' AC NNCla'Lxl 4417 111Y. Mr =arm Aar 05-078 DRAWING No 610 03-141 4/W03 4 WEST 9 OF 15 .l• MAXIMUM' DE$JGN PRESSURE RATING "W" (y.s.f.) AND CORRESPONDINC_MAXIMUM A$TC5ON- SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTUR1 MA MIM LOAD 0.44 ; - — -.'. , M ANCHORS SPACING FOR L A • J I/2" • APPLICABLE TO LIAlANM PANEL tiNCrR 1' (LW OUCA - R T CRETE-FLEX 9S} 7AM1C NNLN CALK SOLID-SET CF TAP -GILP PANQMATES PAMEIWTE PLUS 410 S S. TAPN SECS & >n CONMETE TO MASONRY IV =NORM TO MASONRY TO CONCRETE To Al4S0A4PY TO CONCRETE TO MASONRY TD CONCRETE to MASONRY T0. CONCRETE TO MOM, 70 CONCRETE TO MASONRY TO coNCRETE 10 MASONRY TO =CREW To MASONRY AY COMBINATION OE-THEM , --- 66).5 ' 8 „.- N/A N/A N/A 4” N/A 8° N/A N/A N/A 5" N/A 3 1/2" N/A N/A N/A N/A N/A op..)-t° 12" 6' N/A N/A t0' 7 1/2' 12° 9" N/A N/A 12" 7" 11' 11' 12" 7 1/2" N/A N/A 0r (eon-oho-7' ± 12" N/A N/A — N /A - --- tOr 1/A 12" N/A N/A N/A 11" N/A i1° N/A N/A N/A N/A N/A 2 (TOP) 12" 6" N/A N/A 10" 7 1/2° 12" 9" N/A N/A 12" 8" 1I' 11' 12" 7 1/2' N/A N/A 2 (BOTTOM) 12 N/A N/A N/A 10" N/A 72' N/A N/A N/A 12' N/A 11° N/A N/A N/A N/A N/A J MOP) 9' -0" OR LESS • 12" 6" N/A N/A 10' 7 1/2" 12' r N/A N/A 12° 8" 11" 11' 12' 7 7/2" N/A N/A 3 ( OOTTOM) 12" N/A N/A N/A 10" N/A 72' N/A N/A N/A 12" N/A 1I" N/A N/A N/A N/A N/A 4 (TOP) 12" 6" N/A N/A 10' 7 1/2' 72" 9' N/A N/A 72° 8" 1t' 71" 12" 7 1/2" N/A N/A 4 (BOTTOM) 12' N/A N/A N/A 10" N/A 12° N/A N/A N/A 12" N/A 11" N/A N/A N/A N/A N/A 5 (TOP) 72" 5' N/A N/A 10" 7 7/2" 12" 9' N/A N/A 12" 8' 11" 11' 12" 7 1/2' N/A N/A 5 (BOTTOM) 8 1/2' N/A 12' N/A 5 1/2' N/A 7 1/2" N/A N/A • N/A 8 I /2" N/A 11 1/2' N/A 11' N/A 9 1/2" N/A 6 (TOP) 8 1/2' N/A 12" ' N/A 5 1/2" N/A 7 1/2" N/A 10 1/2' N/A 8 7/2" N/A 11 1/2" N/A 11" N/A 9 1/2" N/A 6 (BOTTOM) 7 1/2" N/A 11 1/2' N/A 5" N/A N/A 10 1/2' N/A 7° N/A 10 1/2" N/A 10" N/A 8 1/2' N/A 7 (TOP BOTTOM) N/A N/A N/A N/A N/A N/A 6" 12" 12' 12" 6" 8' 6' 12' 12' N/A N/A 8 (TOP/BOTTOM 72" N/A 12" N/A N/A N/A 12' N/A N/A N/A N/A N/A 12" N/A 72' N/A 12" N/A • 9 (TOP) 12' 6" 12" 12" N/A N/A 12" 9" N/A N/A N/A N/A 12" 17" 72" 7 1/2" 12° 7 1/2" 9 (BOTTOM) N/A N/A N/A N/A N/A N/4 12" 5" 12' 12" N/A N/A 12" 8" 12' 6' N/4 N/4 10 11 crop/sorrow ) 10 (8077117) 12' 8" 12' 12" N/A N/A 12" 9" N/A N/4 N/A N/A 12" 10" 12' 7 1/2" 12" 7 1/2" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 12' 17" N/A N/A N/A N/A 13 (TOP) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 12' 6' N/4 N/A N/A N/A 1J (BOTTOM) 12" N/A 12" N/A N/A N/A 12' N/A N/A N/A 71 /A N/A 12" N/A 12' N/A 12" N/A 14 (TOP) 12" 6" 12' 12" N/A N/4 72' 9" N/A N/A N/A N/A 12" 11' 12' 7 1/2" 12" 7 1/2' 144 (8077011) 12' 4 1/2" 12" 9" N/A N/A 12' 6 1/2" N/A N/A N/A N/A . 12' 8" 12" 5 1/2" 12" 5 1/2' 748 (8017011) 11 1/2' N/A 12' N/A N/A N/A 12" N/A N/A N/A N/A 14/8. 12' N/A 12' N/A 12" N/A 12 (TOP) 8 1/2' N/A 12" N/A N/A N/A 7 7/2" N/A 10 1/2' N/A N/A N/A 11 1/2" N/A 11' N/A 9 1/2" N/A 12 (8017711) 17 1/2" N/A 72" N/A N/A N/A 12' N/A N/A .WA N/A N/A 12' N/A 12" N/A 12' N/A 15 (TOP) 8 1/2' N/A 12" N/A N/A N/A 7 1/2' N/A N /A' N/A N/A N/A 11 7/2" N/A 11' N/A 9 1/2" N/A 154 (BOTTOM) N/A N/A 3 1/2' N/A N/A N/A N/A N/A N/A N/A N/A N/4 .3" N/A 3' N/A 3` N/A 158 (BOTTOM) 11 7/2" N/A 12' N/A N/A N/A 12' N/A N/A N/A N/A N/A 12' N/A 12" N/A 12" N/A 18 (70P) 8 1/2" N/A 12" N/A N/A N/A 7 1/2' N/A N/A N/A N/A N/A 11 1/2" N, /A 11' N/A 9 1/2' N/A 16,4 (BOTTOM) 3' N/A 4 7/2" N/A N/A N/A 3' N/A N/A N/A N/A N/A 4' N/4 4° N/A 4° N/A 168 (BOTTOM) 6" N/A N/A N/A r N/A 6" N/A N/4 N/A 8' N/A 6" N/A N/A N/A N/A N/A 2 (TOP) 9' -0' 10 10' -0" 6" 5 7/2" N/A N/A 6" 6" 6' 6' N/A N/A 6" 6" 6" 6" N/A N/A N/A N/A 2 (BOTTOM) +65.0. -65.0 8' N/A N/A N/A 4 1/2" N/A 6" N/A N/A N/A 8" N/A 5 1/2' N/A N/A N/A N/A N/A 6 (TOP) 5' N/A N/A N/A 4 1/2' N/A 6° N/A 9 1/2" N/A 6" N/A 5 1/2' N/A N/A N/A N/A N/A 6 (BOTTOM) 0" N/A N/A N/A 4" N/A 0° N/A 9 1/2' N/A 6' N/A 4 7/2' N/A N/A N/A N/A N/A 7 (TOP /80TroM) N/A N/A N/A N/A N/A N/A 6" 6' 12" 12" 5" 6" 6' 6" N/A N/A N/A N/A 8 (TOP /BOTTOM) • MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE FOR E. D. LESS THAN 3 1/21 REDUCE ANCHOR SPACING BY MULT7PLY/NG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPERATICN10 CALK-IN POSIBLE EDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E D. FACTOR REGULAR TAPCON, 410 S.S. TAPCON, CRETE -FLEX SS4, ZAMAC )BAILING, PANELM4TE OR PANELMATE PLUS, CALK-IN SOLID -SET CF TAP-GRIP 3' .86 .75 .78 1.00 2 1/2" .71 .50 - .80 2" .50 - - - SEP-I 5+215 E. D. = EDGE DISTANCE ANCHORS LEGENQ ANCHOR TYPE Min. ANCHOR SPACING REGULAR TAPCON, 410 IS. TAPCON, CRETE -FLEX 224, ZAMAC NAILING. CF TAP -GRIP, PANELMATE OR PANELMATE PLUS. 3.0' CALK-IN 2.5" SOLID -SET 3,5' PRODUCT RENEWED es complying with the Florida SuliRRg Cede Acceptance No0 046 L3. O 6 Eapi Date O 13 made Division PROD!JC' REVASED tick:Lag 070c Azezit rose Pic 05-- 0 ' 2 .0? 17.spe12 !Ica Ewa, 0 °TL»F 'Lode t1,Y / t t' 1/.1.5R:k] F3tiL'o.; /+ Cfif9t j Division F..B.C.(High Velocity Hurricone Zone) /Tii1iINC.\ TILLJT TE577N0 & ENGINEERING COMPANY 8.353 N.W. JQO,. St., Ste. 304 1826701 CAROFJY; 11 .13188 Phan r (305)877 -18.70 . Peor 1 (308)877 -1531 20- 0006779 WALTER A. T1LLIT Jr. P. E. FLORIDA 11c. 44167 0,050" BERTHA ALUMINUM STORM PANEL LG. DRAWN BY: EASTERN METAL SUPPLY, INC. 4268 7YE57R0402 DR. WEST PALM BEACH, FL 33407 4/28/05 DATE RCA75 DAR[ PLY. R. OISCIPTION OAR 05 -078 DRAWING N0 01.0 0J -141 4/28/05 MEET 10 OF 15 MAXIMUM DESIGN PRESSURE RATING MW (D.s.f") AND CORRESPONDING MAXIMO( ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLQ7IC STRUCTURES' AMMAN DESIGN LOAD W osJ) MAXIMUM ANCHORS SPACING FOR E. 0. - 3 1/2' * APPLICABLE TO maximum PANEL LENGTH Z' (R} RECUTAR TAPCONS CRETE -FLEX SS4 7AM4C NAIUN CAUr -IN SOLO -SET CF TAP -GR /P _ PANfLMITES PANELMA/E PLLS 410 £8 TAPCON SECTIONS f ,t ANY COWmnON TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY r0 _CONCRETE TO MASONRY TO CONCRETE TO- MASONRY 1D - CONCRETE TO MASONRY TO CCNCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MA$0NRY TO CONCRETE TOMAS AIRY +65.0, -770 6' N/A N/A N/A J" N/A 6" N/A N/A N/A J 1/2" N/A 2 7/2" N/A N/A N/A N/A N/A 1 70P) 12° 5" N/A N/A 10" 6" 12" 7 1/2" N/A N/A 12" 6" 9 1/2' 9 1/2' N/A N/A N/A N/A 1 (BOTTOM) 9' -O' OR LESS 12" N/A N/A N/A 10" . N/A 12" N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 2 (TOP) 12" 5" N/A N/A 10" 6" 12" 7 1/2° , N/A N/A 12" 6 1/2" 9 1/2" 9" N/A N/A N/A N/A 2 (BOTTOM) 12" N/A N/A N/A 10" N/A 12" N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 3 (TOP) 12" 5" N/A N/A 80 6" 72" 7 1/2" N/A N/A 12" 6 1/2" 9 7/2" 9" N/A N/A N/A N/A 3 (BOTTOM) 12" N/A N/A N/A 10' N/A 12" N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 4 (TOP) 12" 5' N/A N/A 8" 6" I2 °. 7 1/2° N/A N/A 12" 6 1/2° 9 1/2" 9" N/A N/A N/A N/A 4 (BOTTOM) 12" N/A N/A N/A 8" N/A 12" N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 5 (TOP) 12" 4 1/2" N/A N/A 7" 5" 12" 6° N/A N/A 10" 5" 7 1/2" 7 1/2° N/A N/A N/A N/A 5 (BOTTOM) 7" N/A N/A N/A 4 1/2" N/A 6° N/A N/A N/A 7' N/A 5" N/A N/A N/A N/A N/A 6 (TOP) 7" N/A N/A N/A 4 1/2" N/A 6' N/A 9" N/A 7" N/A 5' N/A N/A N/A N/A N/A 6 (BOTTOM) 6" N/A N/A N/A 4" N/A 5 1/2" N/A 9" , N/A 60 N/A 4 1/2" N/A N/A , N/A N/A N/A 7 (TOP /BOTTOM) N/A N/A N/A N/A N/A N/A 12" 6" 12" 12" 12" 6' 6" 6' N/A N/A N/A N/A B (TOP /BOTTOM) +85.0, -72.0 6 1/2" N/A t2" N/A N/A N/A 6" N/A 9 1/2" N/A N/A N/A 9' N/A 9" N/A 7 1/2" N/A 7 (TOP /BOTrnM) 9' -D" OR LESS N/A N/A N/A N/A N/A N/A 12" 6" 12" 12" N/A N/A 72' 6' 12" 6' N/A N/A 11 (TOP) 12" .5 1/2" 12" 10 1/2" N/A N/A 12' 8° 12" 12" N/A N/A 12" 9 1/2" 12" 6 1/2' 12" 7" 11 (BOTTOM) +62.0, -73,3 6" N/A N/A N/A 6" N/A 8' N/A 12" 12" 6" N/A 8" N/A N/A N/A N/A N/A 2 (TOP) 9' -0" TO 10' -0" " 6" 5" N/A N/A 6" 5 1/2" 6" 6" N/A N/A 6' 6" 6" 6" N/A N/A N/A N/A 2 Morrow) 6" N/A N/A N/A 4" N/A 6" N/A N/A N/A 6° N/A 5' N/A N/A N/A N/A N/A 6 (TOP) 6` N/A N/A N/A 4" N/A 6" N/A 8" N/A 6" N/A 5" N/A N/A N/A N/A N/A 6 (BOTTOM) 6" N/A N/A N/A 5" N/A 8" N/A 8" N/A 5 1/2" N/A 4` N/A N/A N/A N/A N/A 7 (TOP /BOTTOM) N/A N/A N/A N/A N/A N/A 6' 6' 12° 12'- 6" 6" 6" 6' N/A N/A N/A N/A 8 (TOP / DOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 12' 12" N/A N/A N/A N/A N/A N/A N/A N/A 1 (BOTTOM) 10 (TOP) 11 (TOP /BOTTOM) * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE FOR E D. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (NOTE Min. E D. FOR CALK -IN ANCHORS IS 2 1/27 FOR THIS OPERATION TO BE POSIBLE; REDUCED SPACING OBTAINED USING FACTOR SHALL. NOT BE LESS MAN MINIMUM SPACING INDICAIEO FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E D. FACTOR REGULAR TAPCON, 410 SS TAPCON. CRETE -FLEX SSA, ZAMAC NAILING, PANELMATE 0R PANELMATE PLUS CALK-IN SOLID-SET CF TAP -GRIP 3" .86 .75 .78 1.00 2 7/2" .71 .50 - .80 2" .50 - - - ANCHORS LEGENQ ANCHOR 7YPE • Min. ANCHOR SPACING REGULAR TAPCON, 410 S.S TAPCON. CRETE -FLEX S54, ZAMAC NAILING, CF TAP-GRIP, PANELMATE OR PANELMATE PLUS. 3:0` CALK -IN 2.5" SCUD -SET 3.5" '---SEFTT 5 2005 E. D. EDGE DISTANCE PRrnfl1C9' RENEWED 80 tastpiybag trifle thel SAM% Cede Acassftsmot No o8— o6LT.o6 Diste 0 :Mirzo13 By ". est - Olvistun MIDUCT t3 /SEt 95 cromp°a l:FS ;Titre tilt Florida Etlil ,3' CntY • P :s isl P'u1i; Bv T IL hi �m'G2 ' GOBI I v +tiit'a F.B.C.(High Velocity Hurricane Zone) L9. DRAWN an 4/28/05 DATE INC. \ TIUJI TESTING 8 ENGINEERING COMPANY 8355 N.W. .181*, '8'111 She Jot, vaNDal auaeNS, 71. &TM (J ''' Phan.: 71 -163:7 . F3. 1 (305)571 -1731 ES -0006719 WALTER A. 1111.1T Jr. P. E. FLORIDA LIe. AR 44167 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4268 WESTRDADS DR. WEST PALM BEACH. FL 33407 2110 18 2 388C4Pn7n Ara MY, 11. 01.0 03 -141 4/20/08 1 3883101108 Ara 05 -078 DRAWING No SHEET T1 OF 15 1P±q1 1/4" 0 LAG SCREWS T 6" O. C. NE 1 1ION Mln.7HREADEO PENETRATION TO EXISTING WOOD HEADER. i J Cont. WOOD HEADER REQUIRED SEE SCHEDULE MR Al n: SEPARATION TO MASS ALTERNATIVE t laz J 7/8" 0 x 3/32" WING NUT 0 EVERY STUD 0 12 O. C Cont. 1/4" 0 LAC SCREWS • 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION O MIDWIDTH OF PLATE. ALTERNATIVE 2 SEE SCHEDULE FOR Min. SEPARATION TO MASS 1/4 "0 -20 S.S. BOLTS' W/ 7/8"0 x 3/32" WING NUT 0 12" 0. C. 0 Cont. 1/4" 0 LAG SCREWS O 6" 0, C. W/ 1 1/2" Min. THREADED PENETRATION O MIDWIDTH OF PLATE. ALTERNATIVE 3 1/4" 0 LAG SCREWS 0 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. Cont. WOOD HEADER REQUIRED SEE SCHEDULE FOR Min. SEPARATION 70 LASS ALTERNATIVE 5 1/4"0-20 &S, BOLTS W/ 7/8 "0 x 3/32" WING NUT 0 12" 0. C, 1/4" 0 LAG SCREWS tq 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION 0 MIDWIDTH OF PLATE AL,trRNATIVE NOTE FOR COMBINATION OF SECTIONS WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4" 0 LAG SCREWS 0.6 "0.C.W /1 1/2" MM. THREADED PENETRATION TO EXISTING WOOD HEADER. Cont. 1/4" 0 -20 5. S BOLTS 0 12" 0. C. W/ NUT & WASHER Min. —A-- WOOD HEADER REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : 1/4" = 1" .433" 0, D. x .634" LONG BRASS BUSHING W/ 1/4" 0-20 x 2 "S.5, S. M. S. 4912 "O. C, FOR SPANS UP 70 5' -9" AND 0 6" 0. C. FOR SPANS UP 70 9' -0" Max. OR 1/4" 0 -20 ELCO male female PANE7.MA7E 0 12" 0, C, W/ 1 7/8" Min. PENETRATION FOR SPAN UP ro 9' -0 ". WOOD HEADER REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS as ousgbin with N3a Raft Cluktang Cote Acceptance No 08 0023 .0 6 Ica 0 MIDWIDTH OF PLATE .433" 0. D. x 634" LONG BRASS BUSHING W/ 1/4" 0 -20 x 2" S. S. S. M. S. 0 12" 0. C. FOR SPANS UP TO 5' -9" AND 0 6" 0. C. FOR SPANS UP TO 9' -0" Mott. OR 1/4" 0 -20 ELCO mole female PANELMATE 0 12" 0. C. W/ 1 7/8° Min. PENETRATION FOR SPANS UP TO 9' -0 ", ALTERNATIVE 8 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLAITONS ARE ONLY VALID FOR DESIGN WIND LOADS' UP TO +65.0, —72.0 psf AND PANEL'S LENGTHS UP TO 9'-01 EXCEPT AS NOTED. 2. NEW 2" x 6" P. T. TO BE SOUTHERN PINE No. '2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. PRODUCT 1r VHED sn N;'; otzpszAyi;45 with iho Merida a BaleIlag eyq E2.11 t 1; :, sEtr "1.008 Masai Duda Laos F..B.C.(High Velocity Hurricane Zone) /1iUiINC.\ TILLIT TESTING & ENGINEERING COMPANY 6335 N.W. JIM. S16, .105, MAW CAAO FL JJ766 "'ham : (J03�71 -1570. F"" : (306 )877 -1517 EB- 0006719 WALTER A. TILUT Jr. P. E FLORIDA Lie. ,/ 44161 0.050" BERTHA ALUMINUM STORM PANEL. L.C. DRAWN 8Y: EASTERN METAL SUPPLY, INC. 4260 WESTROAOS DR. WEST PALM BEACH. ft 13407 4/28/05 DATE MX NI Bil70EPDDBx BAIT OLSQWAWI OLD 0J -141 4/28/05 GAIT 05 -078 DRAWING No SHEET 12 OF 15 WOOD TRUSSES OR RAFTER O 24" 0. C. REQUIRED "�-- 1' x 4" x 1/8" Min (6063 -TS) Alum. TUBE W/ (3) 5/16" 0 x 4" LAC SCREWS TO EACH JOIST. LOCATE SCREW AT MIDWIDTH OF • EXISTING WOOD MEANER (2" Min. NOMINAL WIDTH) W/ 2 1/2" Min. THREADED PENETRATION. ALTERNATIVE 9.4 7/6 "0 x 3/32" WING NUT EVERY STUD V 12'O. C. f'1 Coral. 2" x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) 1/4 "0 L4G SCREWS 0 4" o.c. W/ 1 1 /2 Min. THREADED PENETRATION. ALTERNATIVE 9 W000- TRUSSES - -DR- RAFTER 0 24" 0. C. REQUIRED If14x3/4 S. S. M. S. ®6" 0. C. of. SEE SCHEDULE FOR Min. SE7'ARATION JO MISS 4 1 --x -4 " - -x 1/8 " - -- Min. (8063 -T5) Alum. TUBE W/ (3) 5 76" 0 x 4" LAG SCREWS TO EACH JOIST. LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2' Min. W NOMINAL 2 "D ) 2 THREADED PENETRATION. ALTERNATIVE 10 T./4 " ar -20 x J /4" &OLIO W, 7 /8'd x 3/32" WING NUT 12" 0. C. 2" x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) Cont. 1/401 LAG SCREWS 0 4" o.c. W/ 1 1/2 Min. THREADED PENETRATION. ALTERNATIVE 11, CFILINC & FLOOR MOUNTING INSTALLATIONS SCALE : 1/4' = 1" NOTE FOR COMBINATION OF SECTIONS: WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4" 0 LAG SCREWS 0 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION D MIDWIDTH OF PLATE. 1/4"0-20 S.S. BOLTS W/ 7/810 x 3/32" WING NUT 12" 0. C. ALTERNATIVE 1. * * VAUD FOR Max. +63.5, —63.5 psf. 7/6' 0 x 3/32" WING NUT 0 S/UD 3 12" 0. C Cont. 1/4" 0 LAC SCREWS r 0. a W/ 1 1/2" Min. THREADED PENETRATION 0 MIDWIDTH OF PLATE. ALTERNATIVE 14 WALL MOUNTING INSTALLATION SCALE : 1/4" = 1" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR DESIGN WIND LOADS UP TO +65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9'-0", EXCEPT AS NOTED. 2. NEW 2" x 6" P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X' M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. SEP �I 5 2005 PRODUCT RENEWED Bso! pp with "Wile Aceeptamee Ne &; — . - Z • 0 6 Expirrats Date 0 ;7 Zo t3 By � _.. , • �. Miami Division act Copt PRODUCT POEVL J xa Ce a k9 iTi it'h the Ploy Lisa 83ttie ir;t1 t 4 Ea* "o : 1)1:e Dade Oantigi DiYfAm F.B.C.(High Velocity Hurricane Zone) /1itEZc.\ TILLIT TESTING & ENGINEERING COMPANY 5135 KW. JQDt 51,518. 305, Y3i4bM4 0ARDEAl4 ft JJ133 Ptrone t tY4SV7 —iSx . r"x : (.5apor1 -1337 E8- 0006779 WALTER A. 1I1.1JT Jr. P. E FLORIDA Lie. / 44167 0.050" BERTHA ALUMINUM STORM PANEL L.C. DRAWN BY: EASTERN METAL SUPPLY, INC. 4268 WESTROAOS DR, WEST PALM REACH, FL 33407 4/28/05 DATE ALT. xa irnxrnex DAN AY. x. oaxsrlaw DAA 05 -078 DRAWING No OWD 0J -741 4/28/0 SHEET 13 OF 15 1/4 "0 S.S. LAG SCREW 0 4" o,a. W/ 1 1/2" Min THREADED PENE'TRAAON 4D 8" MinR. /S WOO" x BEAM EQUIRED. EXT7 G OR STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED { BY REGISTERED ENGINEER TO SHUTTER INSTALLA77ON. SEE SCHEDULE FOR Min. SEPARATION TO GLASS ALTERNATIVE 15 7/8 "0 x 3/32 WING NUT EVERY STUD 0 12" 0. C, ALTERNATE LEG Cont. LOCATION 1.125 Cant. 4 2" x 6 WOOD DECK REQUIRED (NO FINISH ALLOWED) 1/4 "0 &S. LAG SCREW A 4 1/2" o.c. W/ 1 1/2" Uln. THREADED PENETRATION ALTERNATIVE 16 * OILING etc FLQOR MOUNT/NQ INSTALLATIONS SCALE : 1/4" = 1" WOOD HEADER REQUIRED 1 7/8" Min. P£NE777A17ON I I I I I I I I I I Max. XISTING 1/4 "0x8' -ELCO -male PANELMATE 7VAS ANCHORS 0 6 1/2" O.C. W/ 1 1/2" Min. THREADED PENETRATION INTO WOOD HEADER. BRICK VEENER LEXISTING STEEL ANGLE LINTEL AS APPLICABLE SEE SCHEDULE FOR Mtn. 1 SEPARATION TO GLASS 2x4" WOOD PLATE EXISTING BRICK SILL 1 7/8" Min. PENETRATION EXISTING 2" x 4" STUDS 0 16" 0.C. Max. REQ'D 1/4 "0x8" ELCO mole PANELMATE TVAS ANCHORS 4 1/2" O.C. TO EXIST7NG PLYWOOD NOTE FOR COMBINA77ON OF SECTIONS: WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. MONS APPLI AS ©Cant. EXISTING Min, 1/2" PLYWOOD EXISTING REQ D (TIP) W/ FASTENING BRICK SILL TO STUDS AS PER SECTION 2909 OF THE SOUTH FL. BUILDING CODE. ALTERNATIVE 17 * * VALID FOR Max, +63.5, —63.5 psf. BUILD —OUT INSTALLATION SCALE : 1/4° = 1 " Iii+ 1/4" 0 -20 x 3/4" BOLTS W/ 7/Bic 3/32" WINO MIT 0 12" 0. C. GLASS 1/4" LAG SCREWS a 8" 0. C. W/ 1 1/2" Min. THREADED PENE7R4T/DN TO EXISTING WOOD HEADER. WOOD HEADER .REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS .J75 Cont. 1/4" LAG SCREWS * 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION iv EXISTING WOOD HEADER. ConL la ti i ALA S Nc 1/4"4 -20 S.5 ��4 TS W/ 7/8"0 x 3/32" WING NUT 0 12" 0. C. 14" 0 LAC SCREWS 61 6" 0. C. W/ 1 1/2 "•Min. THREADED PENETRATON M/DWIDTH OF PLATE. ALTERNATIVE 184* PRODUCT REVESED aseamplyiag with ehe Florida' 13 ri1 g Code irxRirli.ta Oahe 0 j�1 r►1 i/�7�,(1!� . M I I'd f3. 4`ral 7utn ° anttral INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES. 1. INSTALLATIONS ARE ONLY VAUD FOR DESIGN WIND LOADS UP TO +65.0, -65.0 psf AND PANEL'S LENGTHS UP TO 9'-0", EXCEPT AS NOTED. 2. NEW 2" x 6" P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. ucr azinrwm as gP with dka Face Ria o Mate a I h'Lsiou al4 Contrail !3 SE 1 SWOOD HEADER REQUIRED EE SCHEDULE FOR Min. SEPARATION 70 GLASS DETAIL 2/15 p� 2 a LIS W S.S. 7/8exJ /J2 °� WING NUT 0 12" 0. C. 1375 1/4 "0x3 "L40 SCREWS ®6 "0. C. W/ 1 27/J2° Mtn. PENETRATION 0 MIDWDTH OF PLATE. INTERIORLY REMOVABLE PANEL (j1 W/ SIDEWALK BOLTS J$ E' DETAIL 2) CONN TED 70 i THRU 5/8 "0 HOLES AT ! 0 6" 0.0 & FASTENED AT REAR W 7/8 ".x3/32" WING NUT ALTERNATIVE 18g* EVERY SIDEWALK BOLT. WALL MOUNTING INSTALLATIONS SECTIONS 18 * VALID FOR Max. +63.5, —63.5 psf. SCALE : 1/4" = 1" INSTALLATIONS VALID FOR PANELS (J USED JOINTLY WITH INTERIORLY REMOVABLE PANELS() F.B.C.(High Velocity Hurricane Zone) /1Tt1iEINC.\ TILLIT TESTING Br ENGINEERING COMPANY M.5 H.W. JON. St, Ste. X, W46ta4 M'WEAS., n. JJ1tt Phmr z (305)1171-117d . Per : (305)871 -1531 E8- 0006715 WALTER A. 77WT Jr. P. E FLORIDA Lic / 44187 0.050" BERTHA ALUMINUM STORM PANEL LC DRAWN BY: EASTERN METAL SUPPLY, INC. 4168 WESTROADS DR WEST PALM BEACH, FL J3407 4/28/05 DATE to: 1p oncvetw 1411 K% tk taeotaar fn; 05 -078 DRAWING No OLD 03 -141 4/38/05 SHEET 14 OF 15 • 1/4"o S.S. LAG SCREW e9 4" o.c. W/1 1/2" MIN. THREADED PENE7R417ON 1/4"0 S.S L4C SCREW 0 4" c.c. W/1 1/2" MIN. THREADED PENETRATION 4 ° x 8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. (+) Cont. SEE SCHEDULE FOR Min. SEPARATION TO GLASS 7/8" v x 3/32" WING NUT EVERY STUD 0 12" 0. C. Cont. 1- 1.125" 2' x 6' WOOD DECK REQUIRED 1/4"0 LAG SCREWS Q 4" 0. -. W/1 1/2" MIN. THREADED PENET7.1770N GLASS {- ALTERNATIVELY, TRACK e MAY BE ATTACHED TO HOLLOW CEILING AS PER DETAILS SHOWN ON ALTERNATIVE 9A, SHEET 13 OF 15. O Cont. SEE SCHEDULE FOR Min. SEPARATION TO GLASS DETAIL 2 7/8" 0 x 3/32" WING NUT 0 EVERY STUD 0 12" 0. C. 1/4'0 LAC SCREWS 2" o.c. W/1 1/2" MIN. 7HREADLD? PENETRATION 2 "x 6" WOOD DECK REQUIRED INTERIORLY REMOVABLE PANEL QW/ SIDEWALK BOLTS, ySEE DETAIL 2) CONN TED TO 1 THRU 5/8 "0 HOLES AT 1/ 0 6° 0.0 & FASTENED AT REAR W 7/8 "0x3 /32" WING NUT 0 EVERY SIDEWALK BOLT ALTERNATIVE 19A ALTERNATIVE 196 CEILING &. FLOOR MOUNTING INSTALLATIONS SECTIONS 19 SCALE : 1/4" = 1 " .1875' 1/, 20x1" SS 51DEWALK BOLTS, W/3/4" SLOTTED HEAD, FIXED TO 1NTER/0RLY REM0VABLE PANE 1 THRU KEY HOLE 0 6" O.C. W/1/4!-20 NUT REAR. 7/8" 0 x 3/32" WIND NUT 0 6' O. C REMOVABLE PAYE NOTE FOR COMBINATION OF SECTIONS: FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4 °0 S.S. LAC SCREW 0 4" o.c. W/1 1/2" MIN. THREADED PENETRATION ITNG 1/4 "0 S.S. LAG SCREW 0 4" o.c. W/1 1/2" MKN. THREADED P£NETRA770N 4" x 8° (Min) EXIS77NG WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIAED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. (+) Cont. SEE SCHEDULE FOR Min. SEPARA70N TO GLASS 7/8" s x 3/32" WING NUT 8 EVERY STUD 0 12" 0. C. 1/4 "0 LAG SCREWS 0 4 1/2" o.o. W/1 1/2" MIN. THREADED PENETRATION ALTERNATIVe 20A CX jJG 2" x 6" WOOD DECK REOU /RED Cant. SEE SCHEDULE FOR Min. SEPARATION TO GLASS D47A/L 2 7/8° 0 x 3/32" WING NUT t0 EVERY STUD 0 12" 0. C. Cant. ALTERNATE LEG LOCATION 1.1 INTER ORLY REMOVABLE PANEL OW/ SIDEWALK BOLTS ,SEE DETAIL 2) CONN 7ED 70 7 THRU 5/8 "0 HOLES AT 11 ® 6" 0.0 & FASTENED AT REAR W 7/8 "0x3/32" WING NUT 0 EVERY SIDEWALK BOLT. 2" x 6" WOOD DECK REQUIRED 1 /4 "0 LAG SCREWS 0 2" o.c. W/1 1/2" MIN. THREADED PENETRATION ALTERNATIVE 208 racevorRENEwsiElUNG & POOR MOUNTING INSTALLATION$ daiesteplyintt with tie Pirerida SECTIONS 0 naltibig Cade SCALE : 1/4" = /" 71atteepaterta O iesy, BY Mahlon 6z: 06 -4,1r uct Contra! INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS PRODUCT REVISED na casa[iylPeg s✓i1ii the !Florida lluid7og C2Zg dceepl .l;.e a o5 _ • Z - F3(i3r ti ©n Tinge o rn►r BY AN tali DividOM 8 Cs etanl F.B.C.(High Velocity Hurricane Zone) .1875" .050° HOLE 0 6" 0.C. DETAIL 2 — INSTALLATION OF 1/41511" SIDEWALK BOLTS 0 REMOVABLE 'AN L WALE-1" - 1" NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -65.0 psf AND PANEL'S LENGTHS UP TO 2. NEW 2" x 6" P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 0.050" BERTHA ALUMINUM STORM PANEL LC. DRAWN an IL ECO INc. 77LUT TESTING & ENGINEERING COMPANY 055 KW. 36ek S1. Sla X. V186241 CAROM FL .W16 P8884 r (306J871 -1530. Fax : (308)871-1981 ER-0006719 WALTER A 71110 Jr. P. E. FLORIDA Uc. / 44167 r iwr /�nS EASTERN METAL SUPPLY, INC. 4268 WES7ROADS DR. WEST FALM BEACH, FL 33407 MWAPOIlx OLD 03 -141 nor 4/28/05 4/28/05 nAlr 05 -078 DRAWING No SHEET 15 OF 15