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948 NE 97 St (8)MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADti FLAGLER 111111.DING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290` Madden Manufacturing Co. 1889 N. W. 22" Street Pompano Beach, FL 33069 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 Count' Product Control Division (In Miami Dadc 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 described herein, and has been designed to comply with the High Velocity Hurricane Zonc of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 00 -380, titled "0.050" Aluminum Storm Panels ", sheets 1 through 10 of 10, prepared by Knezevich & Associates, Inc., dated March 6, 2001, last revision g2 dated February 19, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless othenvisc 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, usc, 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 Nvith any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA n 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 oldie Building Official. This NOA revises and renews NOA # 98- 1110.03 and consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Ilelmy A. i'Iakar, P.E. NOA No 01- 0313.20 Expiration Date: 03/13/2008 Approval Date: 03/21/2002 Page 1 Madden Manufacturing Co. ACCEPTANCE No. : 98- 1110.03 —APPROVED : MAY 2 0 1999 EXPIRES March 13, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 96- 0520.02, which was issued on. March 13, 1997. It approves an Aluminum Storm Panel Shutter, as described in Section 2 of this Notice. of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Storm Panel Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -110, titled "0.050" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated April 22, 1996, last revision #6 dated March 4, 1999, sheets 1 through 8 of 8, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Storm Panel Shutter and its components shall be installed in strict compliance with the approved drawings. 5. 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. . Helmy A. 11 ar, P.E. - Product Control Examiner Product Control Division 2 of3 Madden Manufacturing Co. 3 of 3 ACCEPTANCE No.: 98- 1110.03 -APPROVED EXPIRES MAY 2 0 1999 • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE W4 Helm y ar, P.E. - Product Control Examiner Product Control Division March 13, 2003 PRODUCT CONTROL: NOTICE OF ACCEPTANCE Madden. Manufacturing 1889- NW' 22nd Street Patnpano, Beach, . FL. 3306 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE. OFFICE METRO -DADE FLAGLER. BUILDING • • • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -156• (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR. LICENSING. SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR. ENFORCEMENT SECTION (305) 375 -2966 FAX (305)375 -2908 Your application for Product Approval of:. PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 0.050 " Aluminum Storm:Panel Shutter under Chapter 8' of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under' the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product ormaterial fails to perform in the approved manner;. BCCO may revoke, modify, o "r suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expenseofsuch testing will be incurred by the 'manufacturer. Acceptance. No.: 98- 1110.03 Expires:03 /13/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 05/20 /1999 Internet mail address: postmaster ©buildingcodeonline.com rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County _ Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com f Madden Manufacturing Co. 1. SCOPE ACCEPTANCE No.: 98- 1110.03 APPROVED EXPIRES March 13,2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAY 2 0 1999 This revises and. renews the Notice of Acceptance No. 96- 0520.02, which was issued. on March 13, 1997. It approves an. Aluminum Storm Panel Shutter, as described in Section 2 of this Notice. of Acceptance, designed to comply with the South Florida Building Code; 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum Storm Panel Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -110, titled "0.050" Aluminum Storm Panel ", prepared by Knezevich &. Associates, Inc., dated April 22, 1996, last revision #6 dated March 4, 1999, sheets 1 through. 8 of 8, bearing the Miami -Dade County Product Control Approval stamp with the Notice of. Acceptance number and approval date by the Miami -Dade County Product Control. Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Storm Panel Shutter and its components shall be installed in strict compliance with the approved drawings. 5. 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 4. Helmy A. ar, P.E. Product Control Examiner Product Control Division 2 of 3 P' Madden Manufacturing Co. 3 of 3 ACCEPTANCE No.:: 98- 1110.03 -- - APPROVED MAY 2 0 1999 EXPIRES • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS March 13, 2003: 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE TIP 4 /vt� Helmy A. akar, P.E. - Product Control Examiner Product Control Division J IIAI 11OME SIIUTTEItS INC. 1130 West 23rd Street • Hialeah, Florida 33010 Phone: (305) 885 -4488 Fax: (305) 887 -4488 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: 9/27/02 Building Official Dear Super 50 We are the Dade County Notice of Acceptance Holder for the Roll -Up Shutters under number 00- 0526.11 Super 50 This letter authorizes Miami Home Shutter to use our Roll -Up Shutters number 00 0526.11 to be used at the following job: Sincerely, Miam me Shutters, Inc. Narciso Rodriguez President Job: Virgil Lijfrock 948 NE 97 ST. Village Of Miami Shores, FI. 33138 or approved under Rafael Rodriguez Excecutive Vice President ' 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 Dade County Notice of Acceptance. MI�DADE MIAMI - DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE vIiami Home Shutters, Inc. 1 130 West 23 St. Hialeah FL 33010 CONTRACTOR ENFORCEMIENT SECTION (305) 375.2966 FAX (305) 375-2905 PRODLCT CONTROL DIVISION (305) 375.2902 FAX (305) 372.6339 Your application for Product Approval of: Super 50 Roll -Up Strutter under Chapter 8 of the Code of Miami -Dade County governing, the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Buildingu Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material tails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building_ Code. The expense of such testing \\ill be incurred by the manufacturer. Acceptance No.:00- 0526.11 Expires:07 /20 /2003 THIS IS THE COVERSI SEE ADDITIONAL I'AGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the'13CCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:07 /20/2000 Internet mail address: postmaster @buildingcodeonline.com .rancisco Quintana. R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office dry BUILDING CODE COMPLIANCE. OFFICE NIETRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1 563 (305) 375 -2901 FAX (3051 375•290S CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2555 Raul Rodriguez Chief Product Control Division Homepage: http : / /www.buildingcodeonline.com Miami Home Shutters, Inc. ACCEPTANCE No.: 00- 0526.11 .APPROVED JUL 2 0 2000 EXPIRES JUL 2 0 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an aluminum slat roll -up shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBC). For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Super 50 Aluminum Roll -Up Shutter and its components shall be constructed in strict compliance %vith the following documents: Drawing No. 00 -917, titled "Soper 50 Roll -Up Shutters" prepared by Knezevich & Associates, Inc., dated 11/29/99, with last revision on 03/15/00, sheets I through 12 ofl2. They bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 Minimum slat engagement shall be 1.3 ". 3.2 Minimum separation from interior of slat to glass being protected shall be as shown on sheet 4 of 12. 3.3 • The operating mechanism, not part of this approval shall be certified by a recognized testing agency. 3.4 All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, etc., must be protected against corrosion, contamination and damage at all time. 4. INSTALLATION The Aluminum Slat Roll -Up Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each shutter shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. andido F. Font, P.E., Sr. Product Control Examiner Product Control Division 2 of 3 ti Miami Home Shutters, Inc. ACCEPTANCE No.: 00-0526.11 APPROVED JUL 2 0 2000 EXPIRES JUL 2 0 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it': a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Aoy of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tithe. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TEIIS ACCEPTANCE Candido F. Font, P.E., Sr. Product Control Examiner Product Control Division 3of3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVLSION '- NOTICE OF ACCEPTANCE (NOA) Stormwise Concepts, .Inc. 4743 NW 72 Avenue Miami, FL 33166 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 1 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (3051375-2 SCOPE: This NOA is being issued under the applicable rules and m�Dade County Product Control Divas on and accepted The documentation submitted has been reviewed by 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 the C op t o Di (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) have this product or material tested for quality assurance purposes. If this product or material fails to mmed r r e the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may Y erves the right revoke, modify, or suspend the use of such product or material County ProducuControl Di Bs that product or to revoke this acceptance, if it is determined by Miami-Dade �' material fails to meet the requirements of the applicable building code. This productis approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HT- Stormguard Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 01 -500, titled "Stro 0 b and Accordion Shutter adc County through 6, prepared, signed and sealed by V.J. Knczcvich, P.E., dated 5/1 g Control Revision stamp with the Noticc of Acceptance numbcr and expiration datc by thc Miami -Dade County Product.Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with thc Approved", manufacturer's unless otherwise noted herein. and following statement: "Miami -Dade County Product Control 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 ch any in thc materials, use, and/or manufacture of the product or process. Misuse of this NOA an endorsement 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 number preceded by the words Miami-Dade thc Co N0 F displayed, followe it d n the expiration date may be displayed in advertising literature. If any portion be done in its entirety. - - of INSPECTION: A copy of this entire - NOA shall be provided to the the user by ding _ nuf al acturer or its distributors and shall be available for .inspection at the job site at thc request ThisNOA revises NOA # 01- 0502.06 and, consists of this page . 1 as well as approval document mentioned above. The submitted documentation' was reviewed by Raul Rodriguez. NOA N o 02 -0520.04 Expiration Date: June 25, 2006 Approval Date: June 3, 2002 Page 1 1v1 IAMFDA> The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO. 01- 0502.06 EXPIRES: 0612512006 ii'PROIVEM..06/25.12001. NIIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING ODE COMPLIANCE OFFICE METRO-DADE FLAGLERBUII.DING 140 WEST FLAMER STREET, .SUITE 1603 KilAM1, FLORIDA33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL NOTICE OF ACCEPTANCE Stormwise Concepts, Inc. 4743 NW 72 Avenue Miami ,FL 33166 CONTRACTORENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 3752558 PRODUCT CONTROL'DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: "HT - 100 Stormguard" Aluminum Accordion Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami Dade County Building Code Compliance Office (BCCO) under the conditions specified This NOA shall not be valid after the expiration date stated below BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this .approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South *Florida . Building Code. Raul Rodriguez ChiefProduct Control Division TEES IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE - This . application for Product Approval has been reviewed by the BCCO and approved by the B iiliiing Code and Product Review Committee to be used in.Miami-Dade County,Flonda2mderdhe conditions .set forth above. - . - - INDEX MEMBER MARK SHEET NO. DESCRIPTION ' L (INCHES) 1 GENERAL NOTES - COMPONENTS , 1" x 1/8" ALUM. STRAP REQUIRED 2 SIDE RAIL CONNECTIONS & SECTIONS , 1 3 TYPICAL ELEVATIONS & SECTIONS .125 ' 4 SLAT SPAN SCHEDULES B -1. B -2, 0-3 & B -4 • A • 5 HEADER - DRUM SUPPORT ANCHOR SCHEDULE 8 -5 .125 - 6 ANCHOR SCHEDULES C. 0, E & F ✓ 7 7 NEGATIVE (EXTERIOR) STORM BAR SCHEDULE G ' 4 • 8 POSITIVE (INTERIOR) STORM BAR SCHEDULE H J 9 PERMANENT MULLION SCHEDULE I J 2 10 HEADER SCHEDULE J 140 P.S.F. TO 90 P.S.F. DESIGN LOADS) .250 - 11 HEADER SCHEDULE J 1100 P.S F. TO 160 P.S F. DESIGN LOADS) `' 12 HEADER SCHEDULE J (160 P.S.F. TO 220 P.S.F. DESIGN LOADS) J STORM BAR, HEADER, MULLION, BUILD -OUT AND ANGLE MEMBER - SCHEDULE A MEMBER MARK MEMBER TYPE ' W ' (INCHES) L (INCHES) Tf ' (INCHES) Tw ' (INCHES) 1" x 1/8" ALUM. STRAP REQUIRED 4 , B 1 3 - .125 - .125 ' YES - 5 A • 2 . 3 .125 - .125 - 7 A . 2 4 • .125 . .125 , 9 • A 2 4 • .250 - .250 - 10 A 2 , 5 .125 . .125 , 12 . A • 2 • 6 • .125 , .125 , 13 • A 2 • 7 • .125 • .125 , 14 • 8 1 2 • 125 • .125 • YES - 15 C 2 / 3 • .050 • 050 , 16 • ANGLE 2 MIN. • 2 MIN. • .125 - .125 17 • ANGLE . 2 MIN. - 2 MIN. • .250 , .250 . 18 ANGLE 2 MIN. ' 2 MIN ' .060 ' .060 ' V.J. KNE ' ' H PROFESSIO ' L E INEER FL LI• :n - e No: PE .! s 0983 r al M ill 2001 SWAM scal• drawn by AS NOTED L ME assign by l(ch•ctiaa 6y1 VJK JI VJK drawing no. 00-917 sheet 1 of 12 j O ROLL -UP SLAT HALF SIZE i 065" i O 2 SIDE RAIL HALF SIZE .069 " 2.970" .069" 3 O ALT. SIDE RAIL HALF SIZE / t lw BOX BEAM (TYP. A) HALF SIZE L 1/8" X 2" CONTINUOUS 6063 -T6 AL. STRAP W/ 010 SMS @ 6" O.C. (BOTH SIDES) NOTES: 1. THIS ROLL -UP SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION FOR MIAMI -DADE COUNTY. 2. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 3. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED ON HOOD OR GUIDE RAIL AS FOLLOWS: MIAMI HOME SHUTTERS, INC. HIALEAH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 4. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL W/ A MIN. Fy = 33 KSI. POP RIVETS SHALL BE 3/16 "0 5052 ALUM. ALLOY ' 5. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER•S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT MANUFACTORING..I 6. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE / PRODUCTS TESTED FOR IMPACT AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ THE ABOVE STANDARDS. DESIGN IS BASED ON CONSTRUCTION TESTING CORP. (C.T.C.), MIAMI, FLORIDA TEST REPORT No. 99 -037. 7. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIP OSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORF •MENCING WITH THE WORK. 8. BUILDING PERMIT IS REQUIRED FOR THE IN_ ••LLATION OF STORM - SHUTTERS ON A STRUCTURE AND SHALL BE APPLIED FOR IN ACCORDANCE WITH FLORIDA STATUTES. 0m INSTRUCTIONS: DETERMINE WIND LOAD ON OPENING TO BE COVERED WITH A ROLL r UP SHUTTER. DETERMINE THE SLAT SPAN THAT YOU WILL•NEED TO COVER THE OPENING. ' DETERMINE IF YOU WILL NEED A SINGLE SPAN, DOUBLE SPAN OR THREE OR / MORE SPANS TO COVER THE OPENING. SINGLE AND MULTIPLE SLAT SPANS FOR A SINGLE AND MULTIPLE SPAN. SEE SCHEDULLS B -1, 8 -2, B -3 & B -4, ALLOWABLE SLAT SPANS ON PAGE 4. LOCATE THE DESIGN WIND LOAD, AND THEN READ THE ALLOWABLE SLAT SPAN. STORM BARS FOR MULTIPLE SPANS, UTILIZING STORM BARS, SEE SCHEDULES G & H ON � PAGE 7 & 8 FOR POSITIVE & NEGATIVE DESIGN WIND LOAOS AND STORM BARS. THE LAST ROW OF EACH DESIGN LOAD INDICATES THE MAX. ALLOWABLE - SLAT SPAN. UTILIZING THAT OR A LESSER SLAT SPAN, READ SCHEDULE HORIZONTALLY FROM LEFT TO RIGHT, UNTIL YOU FIND A STORM BAR SIZE - AND HEIGHT THAT FITS THE OPENING. MULLIONS FOR ALLOWABLE SLAT SPANS, UTILIZING A PERMANENT MULLION, SEE ' SCHEDULE I ON PAGE 9. SELECT YOUR DESIGN WIND LOAD. THE LAST ROW OF EACH DESIGN LOAD INDICATES THE MAX. ALLOWABLE SLAT SPAN. UTILIZING - THAT OR A LESSER SPAN, READ FROM LEFT TO RIGHT AND SELECT THE PERMANENT MULLION THAT HAS SUFFICIENT HEIGHT FOR YOUR OPENING. - FOR PROPER CONNECTIONS AT THE TOP AND BOTTOM OF STORM BARS AND MULLIONS, SEE SCHEDULE C OR 0, PAGE 6. EACH STORM BAR AND MULLION SCHEDULE HAS REACTION LOADS INDICATED OP THE SCHEDULE TO THE RIGHT - OF THE ALLOWABLE SPAN. TAKE THAT NUMBER AND ENTER SCHEDULE "C" - FOR A TENSION CONNECTION OR SCHEDULE "D" FOR A SHEAR CONNECTION TO ' DETERMINE THE TYPE AND SIZE OF ANCHOR AS WELL AS THE EMBEDMENT INTO CONCRETE, CONCRETE BLOCK OR WOOD. THIS SCHEDULE WILL ALSO GIVE YOU THE SIZE AND THICKNESS OF THE ALUMINUM ANGLES TO BE USED AS WELL AS THE TEK SCREW ATTACHMENT OF T:1E ANGLE TO THE STORM BAR OR MULLION. HEADERS HEADERS FOR STORM BARS CAN BE FOUND IN SCHEDULE J ON PAGES 10. 11 & 12 - SELECT THE DESIGN WIND LOAD AND ENTER SC -EDULE J. NOTE THAT THE - MAX. ALLOWABLE OPENING HEIGHT IS SHOWN AT THE TOP OF THE SCHEDULE. READ ACROSS FROM LEFT TO RIGHT FROM YOUR DESIGN WIND LOAD UNTIL YOU INTERSECT THE COLUMN THAT SHOWS A HEIGHT EOUAL TO OR GREATER THAN YOUR SELECTED OPENING HEIGHT. SEVERAL STORM BAR SIZES ARE IN • THE SCHEDULE. YOU MAY CHOOSE FROM THE COLUMN THAT BEST MEETS - YOUR REQUIREMENTS. CONNECTIONS FOR HEADERS MAY ALSO BE FOUND IN SCHEDULES C AND D (SEE REACTIONS FOR HEADERS IN HEADER REACTION SCHEDULE E, PAGE 6. L1= L 0.25 " FOR SOLID EXTRUSION WITH f = 0.25" AND tw = 0.125' ' BOX BEAM WITH 1 ' • TWO STRAPS (TYPE B) 2" x 3" BUILD -OUT (TYPE C) HALF SIZE 1 5 HALF SIZE J 0 0 try to EE z_ E 16 ANGLE ' HALF SIZE .125" - .060" 2.00 "' MIN. • VARIES ANGLE HALF SIZE .035 APPROVED AS COMPLYING WITH THE SOUTH URI BUILDING CODE Di,T 2 000 BY 3.000" MAX. / PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ©o- Art G 2/ 25• Lri 0 I .0 co .129" / VARIES ' z F 0 ANGLE HALF SIZE X F 0 N rn • • i 05/23/00 10:44 079" .4 004 m m —} 1 .065" r ° ` 1 1> O ROLL -UP SLAT HALF SIZE i 065" i O 2 SIDE RAIL HALF SIZE .069 " 2.970" .069" 3 O ALT. SIDE RAIL HALF SIZE / t lw BOX BEAM (TYP. A) HALF SIZE L 1/8" X 2" CONTINUOUS 6063 -T6 AL. STRAP W/ 010 SMS @ 6" O.C. (BOTH SIDES) NOTES: 1. THIS ROLL -UP SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION FOR MIAMI -DADE COUNTY. 2. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 3. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED ON HOOD OR GUIDE RAIL AS FOLLOWS: MIAMI HOME SHUTTERS, INC. HIALEAH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 4. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL W/ A MIN. Fy = 33 KSI. POP RIVETS SHALL BE 3/16 "0 5052 ALUM. ALLOY ' 5. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER•S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT MANUFACTORING..I 6. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE / PRODUCTS TESTED FOR IMPACT AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ THE ABOVE STANDARDS. DESIGN IS BASED ON CONSTRUCTION TESTING CORP. (C.T.C.), MIAMI, FLORIDA TEST REPORT No. 99 -037. 7. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIP OSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORF •MENCING WITH THE WORK. 8. BUILDING PERMIT IS REQUIRED FOR THE IN_ ••LLATION OF STORM - SHUTTERS ON A STRUCTURE AND SHALL BE APPLIED FOR IN ACCORDANCE WITH FLORIDA STATUTES. 0m INSTRUCTIONS: DETERMINE WIND LOAD ON OPENING TO BE COVERED WITH A ROLL r UP SHUTTER. DETERMINE THE SLAT SPAN THAT YOU WILL•NEED TO COVER THE OPENING. ' DETERMINE IF YOU WILL NEED A SINGLE SPAN, DOUBLE SPAN OR THREE OR / MORE SPANS TO COVER THE OPENING. SINGLE AND MULTIPLE SLAT SPANS FOR A SINGLE AND MULTIPLE SPAN. SEE SCHEDULLS B -1, 8 -2, B -3 & B -4, ALLOWABLE SLAT SPANS ON PAGE 4. LOCATE THE DESIGN WIND LOAD, AND THEN READ THE ALLOWABLE SLAT SPAN. STORM BARS FOR MULTIPLE SPANS, UTILIZING STORM BARS, SEE SCHEDULES G & H ON � PAGE 7 & 8 FOR POSITIVE & NEGATIVE DESIGN WIND LOAOS AND STORM BARS. THE LAST ROW OF EACH DESIGN LOAD INDICATES THE MAX. ALLOWABLE - SLAT SPAN. UTILIZING THAT OR A LESSER SLAT SPAN, READ SCHEDULE HORIZONTALLY FROM LEFT TO RIGHT, UNTIL YOU FIND A STORM BAR SIZE - AND HEIGHT THAT FITS THE OPENING. MULLIONS FOR ALLOWABLE SLAT SPANS, UTILIZING A PERMANENT MULLION, SEE ' SCHEDULE I ON PAGE 9. SELECT YOUR DESIGN WIND LOAD. THE LAST ROW OF EACH DESIGN LOAD INDICATES THE MAX. ALLOWABLE SLAT SPAN. UTILIZING - THAT OR A LESSER SPAN, READ FROM LEFT TO RIGHT AND SELECT THE PERMANENT MULLION THAT HAS SUFFICIENT HEIGHT FOR YOUR OPENING. - FOR PROPER CONNECTIONS AT THE TOP AND BOTTOM OF STORM BARS AND MULLIONS, SEE SCHEDULE C OR 0, PAGE 6. EACH STORM BAR AND MULLION SCHEDULE HAS REACTION LOADS INDICATED OP THE SCHEDULE TO THE RIGHT - OF THE ALLOWABLE SPAN. TAKE THAT NUMBER AND ENTER SCHEDULE "C" - FOR A TENSION CONNECTION OR SCHEDULE "D" FOR A SHEAR CONNECTION TO ' DETERMINE THE TYPE AND SIZE OF ANCHOR AS WELL AS THE EMBEDMENT INTO CONCRETE, CONCRETE BLOCK OR WOOD. THIS SCHEDULE WILL ALSO GIVE YOU THE SIZE AND THICKNESS OF THE ALUMINUM ANGLES TO BE USED AS WELL AS THE TEK SCREW ATTACHMENT OF T:1E ANGLE TO THE STORM BAR OR MULLION. HEADERS HEADERS FOR STORM BARS CAN BE FOUND IN SCHEDULE J ON PAGES 10. 11 & 12 - SELECT THE DESIGN WIND LOAD AND ENTER SC -EDULE J. NOTE THAT THE - MAX. ALLOWABLE OPENING HEIGHT IS SHOWN AT THE TOP OF THE SCHEDULE. READ ACROSS FROM LEFT TO RIGHT FROM YOUR DESIGN WIND LOAD UNTIL YOU INTERSECT THE COLUMN THAT SHOWS A HEIGHT EOUAL TO OR GREATER THAN YOUR SELECTED OPENING HEIGHT. SEVERAL STORM BAR SIZES ARE IN • THE SCHEDULE. YOU MAY CHOOSE FROM THE COLUMN THAT BEST MEETS - YOUR REQUIREMENTS. CONNECTIONS FOR HEADERS MAY ALSO BE FOUND IN SCHEDULES C AND D (SEE REACTIONS FOR HEADERS IN HEADER REACTION SCHEDULE E, PAGE 6. L1= L 0.25 " FOR SOLID EXTRUSION WITH f = 0.25" AND tw = 0.125' ' BOX BEAM WITH 1 ' • TWO STRAPS (TYPE B) 2" x 3" BUILD -OUT (TYPE C) HALF SIZE 1 5 HALF SIZE J 0 0 try to EE z_ E 16 ANGLE ' HALF SIZE .125" - .060" 2.00 "' MIN. • VARIES ANGLE HALF SIZE .035 APPROVED AS COMPLYING WITH THE SOUTH URI BUILDING CODE Di,T 2 000 BY 3.000" MAX. / PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ©o- Art G 2/ 25• Lri 0 I .0 co .129" / VARIES ' z F 0 ANGLE HALF SIZE X F 0 N rn • • i 05/23/00 10:44 V.J. KN • EV PROFESSI•• ALE INEER FL ce - e No: P; • e 0983 A. 4 2000 �l nc design by 1lchecked by VJK I VJK drawing no. 00 -917 sheet 2 of 12 VARIES (ANGLE LENGTH "L ") SHUTTER • HOOD E /2. F/2 G /2. H /2. 1/2 / -- SIDE RAIL / O ORO3 SIDE RAIL 1" X 3" X .050" ALUM. TUBE OR 2" X 3" X .050" ALUM. TUBE G N N N CO L.) 0 SLAT SPAN 93" MAX. SIDE RAIL / ,0 1.85" / 2" MIN. VARIES (ANGLE LENGTH "L") LABEL - SEE NOTE 4, PAGE 1 • HEADER 5. 7. 10. 12. 13. 14 LABEL (OPTIONAL / LOCATION) SLATS® SIDE RAIL ® OR 0 / / C1 CONNECTION TYPE ANCHOR SCHEDULE B -S, SHEET , 5 FOR MAX. SPACING 1 6;1 SIDE RAIL ANCHOR / O ELEVATION OF SINGLE SPAN CONDITION N.T.S. 1.3" MIN. ' 0 2.20" 2" MIN. O BUILD -OUT MOUNT (PLAN) H SCALE .3 • -0 EXISTING .. STRUCTURE SEE SEPARATION / FROM GLASS SCHEDULE B -B. PG. 4 WINDOW /DOOR OPTIONAL SIDE RAIL O OR 1" X 1" X 1/8" ANGLE W/ 1/4"0 TAPCON (al 24" O.C. W/ 1 -1/4" MIN. EMBEDMENT / 0 1 TYP. SLAT / EXISTING STUCCO OR FINISH MATERIAL EXISTING CONCRETE OR BLOCK STRUCTURE / O E WALL MOUNT (PLAN) / SCALE : 3" • 1' -0 C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE B -5. SHEET 5 FOR MAX. SPACING O l TYP. SLAT / / / J EXISTING STUCCO OR FINISH MATERIAL ✓ EXISTING CONCRETE '/ OR BLOCK STRUCTURE / #1k,X 1" SMS Cal 16" O.C. ROLL -UP SHUTTER 0 • 1" X 2" X .125" AL. ANGLE / W/ 1/4 "0 ITW TAPCON ✓ CONC. ANCHOR @ 16" O.C. W/ 1 -1/4" MIN. EMBEDMENT / O OR O EXISTING / STRUTURE O WALL MOUNT SECTION SCALE: 3/1." • ACCESS HOLE (TYP) ' C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE F. SHEET /6 FOR MAX. SPACING SIDE 3/4" )`1 I N J O WOOD FRAME WALL MOUNT (PLAN) SCALE : 3" • 1' -0" 1 HOOD MULLION (SEE SCHEDULE H) ANGLE 0 OR 17 W/ #14 TEK SCREW @ 4" 0 C. (TY) EACH r SIDE OF MULLION) OR 3/8"0 THRU BOLTS @ 12" 0.C. / RAIL (TYP, EACH SIDE OF MULLIONI ANGLE FOR TOP COVER (SIZE VARIES) W/ 1/4 "0 ITW TAPCON CONCRETE ANCHOR (al 16" 0.C. W/ / 1 -1/4" MIN. EMBEDMENT / SEE SEPARATION FROM GLASS / SCHEDULE B -B. PG. 4 WINDOW /DOOR RO / ACCESS HOLES / EXISTING STRUCTURE SIDE RAIL 01.85" O t TYP. SLAT BUILD OUT SECTION SCALE : 3/4 • T -O EXISTING STUCCO OR FINISH MATERIAL EXISTING W000 FRAMING O SIDE RAIL TO MULLION DETAILS SCALE .3" • 1' -0 0 / 0 1 TYP. SLAT / H10 THRU BOLT Cal 12" 0.C. '/ OR 1112 DRILL -FLEX COATED FASTENER Cal 12" 0.C. (TYP. ✓ EACH SIDE OF MULLION) • #12 X 1" SMS Cal 16" O.C. CONT. 1" X 2" X .125" • AL. ANGLE W/ #12 X 1" SMS Cal 16" 0.C. THRU ANGLE .032" 3003 -H14 ALUM. ROLL -UP / SHUTTER HOOD (TYP) l ®OR® / BUILD OUT (SIZE VARIES) EXISTING STRUCTURE EXISTING STUCCO OR FINISH MATERIAL EXISTING CONCRETE OR BLOCK STRUCTURE / z J E / V 1" X 2" X .125" AL. ANGLE W/ 1/4 "0 ITW TAPCON CONC. ANCHOR Cal 16" 0.C. W/ 1 -1/4" MIN. EMBEDMEN / WINDOW /DOOR SEE SEPARATION FROM GLASS 1 SCHEDULE B -B. PG. 4 O 2.20" 0 1.85" ® OR O , O INSIDE MOUNT SECTION SCALE :3/s" • r -0" 1/4 -20 MACHINE BOLT W/ NUT @ 16" 0.C. STAGGERED / 0 2 ORO SIOE RAIL ✓ 1. A n J " 3 "X .12S" 0 ° • AL. ANGLE 16 / ', I C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE B -5. SHEET l 5 FOR MAX. SPACING TYP. SLAT G O INSIDE MOUNT (PLAN) / SCALE : 3" • 1' -0 ANCHOR SPACING OF C2 ON SCHEDULE B5ARE CALCULATED FOR A 3 x3 ANGLE AS SHOWN. OTHER SIZES OR CHANGES ON ANCHOR LOCATION MUST BE ENGINEERED SEPERATLY AND ARE NOT PART OF THIS APPROVAL. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE i J � Q1 2000 BY CtafTfierDIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 69' OS .1/ ROLL -UP SHUTTER HOOD / EXISTING - STRUCTURE' EXISTING STRUCTURE / / / N c 0 N 0 ✓ N O a°D0 U) co N co cel co W C) U E- N _O -c CID 0 _ w • i l l l � 1 1 I i 05/23/00 10:44 VARIES (ANGLE LENGTH "L ") - t J 1 / ANGLE 0 / LLJ 3 0 w u to CC Q CO 0 w 0 1 m N. N. u w SIDE RAIL 7 J SLAT SPAN HEADER LENGTH STORM BAR OA WALL MOUNT & BUILD OUT ELEVATION / N.T.S. EXISTING • STRUCTURE — ANGLE / 2" MIN. SEPARATION FROM GLASS / STORM BAR WINDOW /DOOR SCALE + 3 /1. • 1' -0 2" MIN. (TYP) 7 HEADER / ANGLE SLAT STORM BAR ANGLE NOTE: BOLT PATTERN TO BE THE SAME ON BOTH SIDES OF STORM BAR EXISTING / STRUCTURE © WALL MOUNT SECTION W/ STORM BAR / VARIES (ANGLE VARIES LENGTH "L") • LENGTH SHUTTER HOOD / LABEL - SEE / NOTE 3. PAGE 1 HEADER / LABEL (OPTIONAL LOCATION) SLAT SIDE RAIL SIDE RAIL ANCHOR #12 X 1" SMS @16 " 0.C. 1" X 2 " X .125" AL. ANGLE / W/ 1/4 "0 ITW TAPCON / CONC. ANCHOR (dl 16" O.C. W/ 1 -1/4" MIN. EMBEDMENT ROLL -UP SHUTTER H000 J (ANGLE °L ") / / / / /1/ / / / / / / // 0 • 0 SIDE RAIL EXISTING O./ / r STRUCTUR ANGLE / WINDOW /DOOR / 2 MIN. SEPARATION FROM GLASS J STORM BA / ANGLE NOTE: BOLT PAT THE SAME SIDES OF HEADER LENGTH / z / ROLLER TUBE' M BAR SUPPORT INSIDE MOUNT ELEVATION N.T.S. STORM BAR / SLAT ✓ ANGLE `/ LOCATION) SIDE RAIL / SLATS / SIDE RAIL f ANCHOR EXISTING STRUCTURE EXISTING STRUCTURE OD INSIDE MOUNT SECTION W/ STORM BAR SCALE : 3 /4 • 1' -0 VARIES (ANGLE /' LENGTH "L"') / LABEL (OPTIONAL x 1-1/2" SEPARATION MAY BE USED WHEN POSITIVE LOADED STORM BARS FROM SCHEDULE G ARE USED / SHUTTER HOOD LABEL - SEE NOTE 3. PAGE 1 HEADER / HOLE FOR 3/16"0 / AL. POP RIVET (TYP) / / CONT. 1" X 2" X .125 " AL. / ANGLE W/ 012 X 1" SMS @ 16" O.C. TO H000 & ONE (u110 THRU BOLT & NUT OR 012 DRILL -FLEX COATED FASTENER BEARING / 1" X 2" X .125 " AL. ANGLE W/ 1/4"0 ITW TAPCON CONC. ANCHOR @ 16" 0.C. ✓ W/ 1 -1/4" MIN. EMBEDMENT J STORM BAR EXISTING J STRUCTURE ROLL -UP SHUTTER H000 ✓ J ANGLE HEADER ✓ 2" MIN. SEPARATION ANGLE -, FROM GLASS J WINDOW /DOOR SHAFT HOUSING (BEARING END) ��' �I I SAFETY PLATE (EACH SIDE) / SHAFT CONNECTOR / SHAFT HOUSING / SLAT HOOD / ISOMETRIC OF CAST HEADER ASSEMBLY N.T.S. BOX SIDE FRAM TUBULAR MO'F0 MOTOR / SUPPORT GEAR BOX / OCTAGONAL GALV. / STEEL ROLLER TUBE WALL MOUNT TRACK SAFETY STOP ANGLE FOR TOP COVER (SIZE VARIES) W/ 1/4"0 ITW TAPCON CONCRETE ANCHOR @ 16 0.C. W/ 1 - 1/4" MIN. EMBEDMENT HOOD ,/ 2" MIN. (TYP) • •1 2 - MIN. (TYP) BUILD -OUT (VARIES) HEADER ANGLE J I 1` SLAT SLAT J GUIDE J EXISTING / STRUCTURE STORM BAR 012 X 1" SMS @ 16" O.C. CONT. 1" X 2 " X .125 " AL. ANGLE W/ 012 X 1" SMS (al 16" 0.C. THRU ANGLE ✓ ROLL -UP SHUTTER HOOD / / / / EO BUILD -OUT SECTION W/ STORM BAR SCALE : 3 /4 - 1' -0 HOOD • DRIVE SHAFT REMOVABLE HANDLE / J / AL. HEADER CONT. V' X 2" X .125 " AL. V ANGLE W/ 012 X 1" SMS @ 16" 0.C. TO HOOD & ONE @1O THRU BOLT & NUT OR 012 DRILL -FLEX COATED FASTENER TO SLAT GUIDE ✓ OR AL. HEADER 0:4‘7 UNIVERSAL DRIVE , ASSEMBLY / ANGLE NOTE: BOLT PATTERN TO BE / THE SAME ON BOTH SIDES OF STORM BAR KPFROVED AS COMPLYING WITN T..E SOUTH ORIDA BUILDING CODE DtiTE -Q'`/ D, 2 000 BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ©� ' O< __ . // / N 0 N V.J. KN I PROFESSION E N EER FL LI n e No: PE 0983 C arg 4 200 1 M ligli by MC design by v ik (drawn y riC checked by VD( drawing no 00 -917 sh 3 of 12 05/23/00 10:44 11 I 1 : r ) ' FERN TO BE ON BOTH I' hri li TORM BAR m VARIES (ANGLE LENGTH "L ") - t J 1 / ANGLE 0 / LLJ 3 0 w u to CC Q CO 0 w 0 1 m N. N. u w SIDE RAIL 7 J SLAT SPAN HEADER LENGTH STORM BAR OA WALL MOUNT & BUILD OUT ELEVATION / N.T.S. EXISTING • STRUCTURE — ANGLE / 2" MIN. SEPARATION FROM GLASS / STORM BAR WINDOW /DOOR SCALE + 3 /1. • 1' -0 2" MIN. (TYP) 7 HEADER / ANGLE SLAT STORM BAR ANGLE NOTE: BOLT PATTERN TO BE THE SAME ON BOTH SIDES OF STORM BAR EXISTING / STRUCTURE © WALL MOUNT SECTION W/ STORM BAR / VARIES (ANGLE VARIES LENGTH "L") • LENGTH SHUTTER HOOD / LABEL - SEE / NOTE 3. PAGE 1 HEADER / LABEL (OPTIONAL LOCATION) SLAT SIDE RAIL SIDE RAIL ANCHOR #12 X 1" SMS @16 " 0.C. 1" X 2 " X .125" AL. ANGLE / W/ 1/4 "0 ITW TAPCON / CONC. ANCHOR (dl 16" O.C. W/ 1 -1/4" MIN. EMBEDMENT ROLL -UP SHUTTER H000 J (ANGLE °L ") / / / / /1/ / / / / / / // 0 • 0 SIDE RAIL EXISTING O./ / r STRUCTUR ANGLE / WINDOW /DOOR / 2 MIN. SEPARATION FROM GLASS J STORM BA / ANGLE NOTE: BOLT PAT THE SAME SIDES OF HEADER LENGTH / z / ROLLER TUBE' M BAR SUPPORT INSIDE MOUNT ELEVATION N.T.S. STORM BAR / SLAT ✓ ANGLE `/ LOCATION) SIDE RAIL / SLATS / SIDE RAIL f ANCHOR EXISTING STRUCTURE EXISTING STRUCTURE OD INSIDE MOUNT SECTION W/ STORM BAR SCALE : 3 /4 • 1' -0 VARIES (ANGLE /' LENGTH "L"') / LABEL (OPTIONAL x 1-1/2" SEPARATION MAY BE USED WHEN POSITIVE LOADED STORM BARS FROM SCHEDULE G ARE USED / SHUTTER HOOD LABEL - SEE NOTE 3. PAGE 1 HEADER / HOLE FOR 3/16"0 / AL. POP RIVET (TYP) / / CONT. 1" X 2" X .125 " AL. / ANGLE W/ 012 X 1" SMS @ 16" O.C. TO H000 & ONE (u110 THRU BOLT & NUT OR 012 DRILL -FLEX COATED FASTENER BEARING / 1" X 2" X .125 " AL. ANGLE W/ 1/4"0 ITW TAPCON CONC. ANCHOR @ 16" 0.C. ✓ W/ 1 -1/4" MIN. EMBEDMENT J STORM BAR EXISTING J STRUCTURE ROLL -UP SHUTTER H000 ✓ J ANGLE HEADER ✓ 2" MIN. SEPARATION ANGLE -, FROM GLASS J WINDOW /DOOR SHAFT HOUSING (BEARING END) ��' �I I SAFETY PLATE (EACH SIDE) / SHAFT CONNECTOR / SHAFT HOUSING / SLAT HOOD / ISOMETRIC OF CAST HEADER ASSEMBLY N.T.S. BOX SIDE FRAM TUBULAR MO'F0 MOTOR / SUPPORT GEAR BOX / OCTAGONAL GALV. / STEEL ROLLER TUBE WALL MOUNT TRACK SAFETY STOP ANGLE FOR TOP COVER (SIZE VARIES) W/ 1/4"0 ITW TAPCON CONCRETE ANCHOR @ 16 0.C. W/ 1 - 1/4" MIN. EMBEDMENT HOOD ,/ 2" MIN. (TYP) • •1 2 - MIN. (TYP) BUILD -OUT (VARIES) HEADER ANGLE J I 1` SLAT SLAT J GUIDE J EXISTING / STRUCTURE STORM BAR 012 X 1" SMS @ 16" O.C. CONT. 1" X 2 " X .125 " AL. ANGLE W/ 012 X 1" SMS (al 16" 0.C. THRU ANGLE ✓ ROLL -UP SHUTTER HOOD / / / / EO BUILD -OUT SECTION W/ STORM BAR SCALE : 3 /4 - 1' -0 HOOD • DRIVE SHAFT REMOVABLE HANDLE / J / AL. HEADER CONT. V' X 2" X .125 " AL. V ANGLE W/ 012 X 1" SMS @ 16" 0.C. TO HOOD & ONE @1O THRU BOLT & NUT OR 012 DRILL -FLEX COATED FASTENER TO SLAT GUIDE ✓ OR AL. HEADER 0:4‘7 UNIVERSAL DRIVE , ASSEMBLY / ANGLE NOTE: BOLT PATTERN TO BE / THE SAME ON BOTH SIDES OF STORM BAR KPFROVED AS COMPLYING WITN T..E SOUTH ORIDA BUILDING CODE DtiTE -Q'`/ D, 2 000 BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ©� ' O< __ . // / N 0 N V.J. KN I PROFESSION E N EER FL LI n e No: PE 0983 C arg 4 200 1 M ligli by MC design by v ik (drawn y riC checked by VD( drawing no 00 -917 sh 3 of 12 05/23/00 10:44 I F- Q J W nJ SLAT - DOUBLE SPAN SCHEDULE B -2 ' CONTRACTOR / INSTALLER TO UTILIZE SMALLEST OF POSITIVE LOAD SPAN ' AND NEGATIVE LOAD SPAN FOR EACH OPENING / DESIGN WIND LOAD (P.S.F.) SPANS FOR POSITIVE LOADS SPANS FOR NEGATIVE LOADS TOTAL SLAT SPAN (FT. - IN.) ✓ TOTAL SLAT SPAN (FT. - IN.) . 40.0 ' 8 -6 . 10 -2 • 6 -10 50.0 • 8 -1 - 9 -1 ' 60.0 - 7 -9 • 8 -4 - 70.0 • 7 -5 - 7 -8 - 80.0 • 7 -2 , 7 -2 . 90.0 • 6 -9 , 6 -9 - 100.0 • 6 -5 6 -5 . 110.0 , 6 -2 . 6 -2 - 115.0 6 -0 6 -0 - 120.0 - 5 -10 , 5 -10 - 130.0 • 5 -8 . • 5 -8 - 140.0 - 5 -5 5 -5 - 150.0 - 5 -3 - 5 -3 - 160.0 5 -1 5 -1 - 170.0 , 4 -11 . 4 -11 - 180.0 . 4 -9 - 4 -9 - 190.0 • 4 -8 - 4 -8 - 200.0 4 -6 • 4 -6 - 210.0 4 -5 4 -5 - 220.0 4 -4 4 -4 • f - SLAT - SINGLE SPAN SCHEDULE B -1 CONTRACTOR / INSTALLER TO UTILIZE SMALLEST OF POSITIVE LOAD SPAN MINIMUM SEPARATION FROM GLASS SCHEDULE B -4 AND NEGATIVE LOAD SPAN FOR EACH OPENING / DESIGN WIND LOAD (P.S.F.) SPANS FOR POSITIVE LOADS SPANS FOR NEGATIVE LOADS' TOTAL SLAT SPAN (FT. - IN.) / TOTAL SLAT SPAN / (FT. - IN.) 40.0 - 6 -10 - 7 -7 - 2 -1/4 50.0 . • 6 -6 - 7 -1 , 60.0 . 6 -2 . 6 -8 , 70.0 • 5 -11 - 6 -4 - 80.0 • 5 -9 ,, 6 -0 - 90.0 40.0 5 -7 •- 5 -10 - 100.0 • 5 -5 - 5 -7 , 110.0 • - 5 -4 / 5 -5 - 115.0 • 5 -3 • 5 -4 - 120.0 • 5 -2 - 5 -3 - 130.0 • 5 -1 / 5 -2 - 140.0 • 5 -0 / 5 -0 - 150.0 2 -3/4 4 -9 , 4 -9 ' 160.0 • 4 -6 . 4 -6 ' 170.0 5 -3/4 4 -3 - 4 -3 - 180.0 • 4 -0 • 4 -0 ' 190.0 • 3 -9 . 3 -9 ' 200.0 • 3 -7 - 3 -7 - 210.0 • 3 -5 • 3 -5 ' 220.0 • 3 -3 - 3 -3 2 -3/4 1--QmJ W SLAT - MORE THAN TWO SPAN SCHEDULE B -3 J CONTRACTOR / INSTALLER TO UTILIZE SMALLEST OF POSITIVE LOAD SPAN / MINIMUM SEPARATION FROM GLASS SCHEDULE B -4 DESIGN WIND LOAD (P.S.F.) POSITIVE DESIGN WIND LOAD (P.S.F.) ' ACTUAL SHUTTER SPAN (L) (FT. - IN.) MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' -0" ABOVE GRADE (INCHES) %,/ MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' -0" ABOVE GRADE (INCHES) J 40.0 • 30.0 - 5 -9 - 2 -1/4 - 2 -1/4 - 6 -3 - 2 -3/8 • 2 ' 6 -8 • 2 -5/8 • 2 -3/8 - 7 -9 ' 3 -1/2 . 3 -1/2 ' 9 -2 - 5 -3/4 ' 5 -3/4 - 40.0 - 5 -9 - 2 -1/4 - 2 , 6 -3 - 2 -3/8 - 2 -3/8 • 6 -8 • 2 -3/4 , 2 -3/4 , 7 -9 • 4 -1/4 , 4 -1/4 ' 8 -7 ' 5 -3/4 - 5 -3/4 • 50.0 • 5 -9 , 2 -1/4 - 2 -1/4 ' 6 -3 - 2 -3/4 - 2 -3/4 , 6 -8 ' 3 -1/4 + 3 -1/4 • 8 -1 ' 5 -3/4 - 5 -3/4 • 60.0 5 -9 , 2 -1/2 . 2 -1/2 ' 6 -3 - 3 l' 3 ' 6 -8 - 3 -5/8 • 3 -5/8 7 -9 - 5 -3/4 • 5 -3/4 ' 70.0 • 5 -9 , 2 -3/4 - 2 -3/4 ' 6 -3 ,- 3 -3/8 - 3 -3/8 ' 6 -8 • 4 ' 4 • 7 -6 / 5 -3/4 ' 5 -3/4 • 80.0 , 5 -9 . 3 / • . 3 6 -3 • 3 -3/4 • 3 -3/4 / 6 - 8 + 4 -1/2 - 4 -1/2 . 7 -2 • 5 -3/4 - 5 -3/4 , 90.0' 5 -9 •• 3 -1/4 - 3 -1/4 • 6 -3 • 4 4 • 6 - 8 ' 5 - 5 • ' 7 ' 5 -3/4 - S -3/4 , 100.0 ' 5 -9 " 3 -1/2 3 -1/2 - 6 -3 ' 4 -3/8 4 -3/8 ' 6 -10 ' 5 -3/4 5 -3/4 ' f- <COJ W SLAT - MORE THAN TWO SPAN SCHEDULE B -3 J CONTRACTOR / INSTALLER TO UTILIZE SMALLEST OF POSITIVE LOAD SPAN / AND NEGATIVE LOAD SPAN FOR EACH OPENING / DESIGN WIND LOAD (P.S.F.) SPANS FOR POSITIVE LOADS SPANS FOR NEGATIVE LOADS TOTAL SLAT SPAN / (FT. - IN.) TOTAL SLAT SPAN (FT. - IN.) V 40.0 • 8 -0 ' 9 -5 - 50.0 ' 7 -7 • 8 -9 ' 60.0 • 7 -3 - 8 -3 - 70.0 • 7 -0 . 7 -10 - 80.0 , 6 -9 , 7 -6 - 90.0 • 6 -7 , 7 -2 - 100.0 • 6 -5 , 6 -11 - 110.0 - 6 -3 , 6 -9 -, 115.0 6 -2 / 6 -7 • 120.0 • 6 -1 , 6 -6 ' 130.0 - 6 -0 ' 6 -4 - 140.0 - 5 -10 , 6 -1 ' 150.0 ' 5 -9 5 -10 ' 160.0 , 5 -7 • 5 -7 - 170.0 • 5 -3 5 -3 • 180.0 • 5 -0 • 5 -0 - 190.0 - 4 -9 .• 4 -9 • 200.0 • 4 -6 - 4 -6 ' 210.0 4 -3 • 4 -3 220.0 ' 4 -1 ' 4 -1 ' 05/23/00 10:45 SLAT SPAN EE SLAT SPAN SINGLE SPAN ' ✓ 0 [D -. CD SLAT SPAN cL MORE THAN TWO SPAN SLAT SPAN / SLAT SPAN m DOUBLE SPAN SLAT SPAN / / NOTE: INTERPOLATE FOR SLAT SPANS AND DEFLECTION BETWEEN THOSE SHOWN. 1 1 V.J. KNE ' I PROFESSION • E INEER FL Lic: -e No: PE se 0983 SC AS NOTED 4 200 APPROVED AS COMPLYING WITH TH SOUTH FLORIDA BUILDING CODE DAT 2 000 BY !e PRODUCT CONTROL DIV!S!ON BUILDING CODE COMPLIANCE OFFIC: ACCEPTANCE N0. 'Of / U z Zco _w U) ~ Qa - o ¢ a O cr V) Q w w 011- = Z U � > z w I N w N Z p 0 N GOMM (drawn by l MC [design by VJN checked b VIN drawing no. 00 -917 sheet t, of 12 1 SSA I.D.# 05230099349D] COPYRIGHT 0 2000 KNEZEVICH ASSOCIATES. INC. F ASTENER ANCHOR SCHEDULE B -5 ' LOADS AND SPANS MAX. SPACING (IN.) REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE HEAD BE HEAD. PAN ANCHOR TYPE NOTE: / LOAD (W) P.S .F. MAX. (SEE NOTE 1) • MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 4'-0" (SEE NOTE 1) SPANS UP TO 6' -0;' (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 4' -0" (SEE NOTE 1) SPANS UP TO 6' -0:' (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) STYLE MAY PHILLIPS, FLAT HEX HEAD OR HEAD (HEAD = 0.425 "� MIN.) CONN. TYPE (SEE NOTE C1 3) C2 CONN. TYPE (SEE NOTE C1 3) C2 CONN. TYPE (SEE NOTE C1 3) C2 CONN. TYPE (SEE NOTE C1 3) C2 CONN. TYPE (SEE NOTE C1 3) C2. CONN. TYPE (SEE NOTE C1 3) C2 CONCRETE 48.0 12 12 12 12 12 11 12 12 12 12 12 12 1 - 3/4" (MIN. 6 2.0 12 12 12 12 12 9 12 12 12 12 12 11 7 2.0. 12 12 12 10 12 7 12 12 12 12 12 9 1/4"0 ITW BUILDEX TAPCON W/ 1 MIN. EMBEDMENT, 3,145 P.S.I. CONCRETE) 92.0. 12 12 12 8 12 6 12 12 12 10 12 7 220.0 12 6 12 6 12 ' 6 12' 8 - 12' 7 • 12/ 7 , 48.0• 12 12 12 12 12 12 12 12 12 12 12 12 1/4" 1 - 3/4" (MIN. 6 2.0. 12 12 12 12 12 12 12 12 12 12 12 12 7 2.0. 12 12 12 12 12 11 12 12 12 12 12 12 , 0 ELCO TEXTRON CRETE - FLEX w/ ' MIN. EMBEDMENT 3,300 P.S.I. CONCRETE) 92.0' 12 12 12 11 12 9 12 12 12 12 12 11 -220.0 12 9. 12/ 9 ' 12' 9 - 12/ 11 /12. 11 12/ 11 • HOLLOW CONCRETE BLOCK 4 8.0 12 10 10 6 7 5 12 12 12 8 9 6 1 - 1/4" 62.0 11 7 7 5 5 3 12 9 9 6 7 4 72.0 10 6 6 4 5 3 12 8 8 5 6 4 1 /4 "m ITW BUILDEXi TAPCON W/ ✓ MIN. EMBEDMENT 92.0' 7 5 5 3 4 V 9 6 6 4 5 3 220.0 4-/ 4 f 4 4 5' 3 5. 3' 5/ 3• 48.0' 12 12 12 11 12 8 12 12 12 12 12 10 1/4" 1 - 1/4" 62.0' 12 12 12 8 11 6 12 12 12 10 12 8 7 2.0' 12 11, 12 7 10 5 12 12 12 9 12 7 0 ELCO TEXTRON • CRETE - FLEX W/ MIN. EMBEDMENT • 92.0' 12 8 10 6 7 4 • 12 11 12 7 9 5 220.0 7 ' 4 7 4 - 7/ 4 ' 9 5 9 / 5' 9 5' 1. 10. ANCHOR NOTES: 1" MIN. X 1/4" THICK BUILD -OUT TUBE. FASTEN TO WALL THROUGH , ACCESS HOLES W/ TWO 1/2 - 0 LOK /BOLTS / ACCESS HOLES TWO 3/8 "0 J / THRU BOLTS DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. / 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHEREO WINGNUT. 12. FOR LOADS GREATER THAN THOSE SPECIFIED IN THE ANCHOR SCHEDULE. SITE / SPECIFIC FASTENER ANALYSIS SHALL BE PREPARED BY KNEZEVICH & ASSOCIATES. INC. J HEADER / OF DRUM SUPPORT & HEADER TO BUILD -OUT DETAIL / SCALE : 1 -1/2- • r -0 APPROVED AS COMPLYING V /ITH THE SOUTH F ORIDA BUILDING CODE DAT A 0 2 Od0 BY / ODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0° O.r?,fi• / SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE ✓ SHOWN IN TABLE 1, SHEET 7. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ✓ ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR ✓ EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. / 4. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING../ REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF, EXISTING STRUCTURE. TWO 2" X 1 /e' THICK 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' / HEADER SUPPORT ANGLES RECOMMENDATIONS. (LEG LENGTH AND ANGLE 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. /WIDTH VARIES) 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS / VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR / SIDE CLOSURE PIECES. B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER / SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" / EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE . ANGLES MAY TURN UP / "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE OR DOWN AGAINST WALL PHILLIPS PAN HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN / BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER / HEAD (SIDEWALK BOLT), U.O.N. L -r SCALE :1-1/2" • 1• -0- SHUTTER HOOD (SIZE VARIES / VARIES FROM 6" TO 12 "), TYP. DRUM SUPPORT PLATE / ACCESS HOLE 1 -1/2" X 2 -1/2" X 1/8" X 0' -3" AL. ANGLE W/ THREE 1412 SMS J TO TUBE 8 TWO 1/4 -20 MACHINE SCREWS W/ NUTS TO DRUM SUPPORT PLATE SIDE RAIL SIDE RAIL J OH CAST DRUM SUPPORT & HEADER DETAIL 1 -1/2" X 2 -1/2" X 1/8" X 0' -3" -- DRUM AL. ANGLE W/ TWO 1/4 "O TAPCONS f� W/ 1 -1/4" MIN. EMBEDMENT INTO WALL 8 TWO 1/4 -20 MACHINE SCREWS 1 W/ NUTS TO DRUM SUPPORT PLATE ANGLE MAY BE DIRECT MOUNTED TO / 1 WALL W/ CONCRETE BLOCK FASTENERS --L .- tu DRUM HEADER / TWO 2" X 1/8" THICK HEADER SUPPORT ANGLES (LEG LENGTH AND ANGLE WIDTH VARIES ANGLES MAY TURN UP OR DOWN AGAINST WALL 0 J 0 m CAST BOX SIDE FRAME 3.500" J �`- SHUTTER HOOD © ALT. DRUM SUPPORT & HEADER TO WALL DETAIL / SCALE :1-1/2" • r -0- ✓ 6.250" 250 AV 1n s .125" DRUM SUPPORT PLATE DETAIL SCALE :1-1/2" .1'..0" / TWO 2" X 1/8" THICK HEADER SUPPORT ANGLES (LEG LENGTH AND ANGLE ✓ WIDTH VARIES) J BUILD -OUT (SIZE VARIES) L -- L -r SIDE RAIL / HEADER / / SIDE RAIL SHUTTER H000 / DRUM SUPPORT PLATE / HEADER CAST DRUM SUPPORT & HEADER DETAIL W/ BUILD -OUT J SCALC : 1 -1/2 • r -0 DRUM DRUM i `- - SHUTTER 11000 / CAST BOX SIDE FRAME ra U z Z y -W W <0 - 0 0 • (n CO= Q w 010 U � > z L11 WS' W Z `.r v 1n c 0 N V.J. KNE PROFESSION FL LI PE E NEER e No: 0983 drawn by MC [design by 1(cheched by) l VIN Jl V1KJ drawing no. 00 -917 sheet 5 of 12 05/23/00 10: COPYRIGHT C 2000 KNEZEVICH & ASSOCIATES. INC. SSA I.D.# 05230099349D Block B / ANCHOR AND FASTENER - SCHEDULE D ✓ Concrete C / POWERS /RAWL CALK -IN - SHEAR IN 3000 P.S.I. CONCRETE OR HOLLOW CONCRETE BLOCK / POWERS /RAWL CALK -IN - SHEAR IN 3000 P.S.I. CONCRETE OR HOLLOW CONCRETE BLOCK / .../ ANCHOR TYPE % MATERIAL TYPE ✓ STORM BAR & MULLION REACTION (POUNDS) ../ WALL MOUNT / ANGLE DIMENSIONS ✓ STORM BAR, MULLION OR HEADER TO ANGLES DIAMETER (INCHES) EMBEDMENT / QUANTITY OF FASTENERS PER ANGLE J OR BLOCK EDGE OR DISTANCE DISTANCE (INCHES) / THICKNESS OF T WO (2) ANGLES (INCHESI / MIN. (L) LENGTH OF EACH ANGLE (INCHES) ✓ NO. OF TEK SCREWS EA. LEG EACH ANGLE, SIZE OF TEK SCREWS, LOK /BOLT• B 318 • 0.250 • 1.125 2 , 1.25 , 0.125 v / SEE DETAIL® ON THIS SHEET FOR L 2 . 4412 CALK -LOK B _ 635 ' 0.250 - .875 - 1.125 ' 1 • 3.00 . 0.125 - 2 - 4412 LOK /BOLT - 8 . 635 • 0.250 , 1.125 4 , 1.25 , 0.125 - 3 - 4412 LOK /BOLT - B - 1270 ' 0.250 .- 1.125 - 2 - 3.00 ' 0.125 3 _ 4412 LOK /BOLT , C . 1625 • 0.375 - 1.625 v 1 , 4.50 ' 0.125 3 1412 CALK -IN ' C 1800 - 0.375 - .875 ' 2 • 3.00 - 0.125 3 , 4412 LOK /BOLT • C . 3250 ' 0.375 - 1.625 • 2 . 4.50 - 0.125 5 - 1114 CALK -IN C • 4220 •• 0.375 - 1.250 ' 2 • 4.50 - 0.125 6 ' 4414 - CALK -LOK ' C ' 5800 ' 0.500 , 15 - 2.25 • 2 ' 6.00 - 0.125 8 ' 4414 , LOK /BOLT - C "' 5800 / 0.375 • 1.625 4 , 4.50 ' 0.125 8 - 4414 ./ Block a ANCHOR AND FASTENER - SCHEDULE C / Concrete C POWERS /RAWL CALK -IN - TENSION IN 3000 P.S.I. CONCRETE OR HOLLOW CONCRETE BLOCK POWERS /RAWL CALK -IN - TENSION IN 3000 P.S.I. CONCRETE OR HOLLOW CONCRETE BLOCK ✓ ✓ ANCHOR TYPE MATERIAL TYPE ✓ STORM BAR & MULLION REACTION (POUNDS) . WALL MOUNT / ANGLE DIMENSIONS '✓ STORM BAR. MULLION OR HEADER TO ANGLES ' DIAMETER (INCHES) EMBEDMENT • (INCHES) QUANTITY OF FASTENERS PER ANGLE ,/ CONCRETE OR BLOCK EDGE DISTANCE (INCHES) `/ THICKNESS OF TWO (2) ANGLES (INCHES),/ MIN. (L) LENGTH OF EACH ANGLE (INCHES) / N0. OF TEK SCREWS EA. LEG (ACM ANGLE SIZE ,/ OF TEK SCREWS LOK /BOLT. B , 600 / 0.250 ' 1.125 - 1 3.0 • 0.125 - 3.00 ' 2 ' 4412 CALK -IN B , 850 • 0.375 - 1.250 • 1 - 4.5 - 0.125 - 4.08 - 3 , 4412 LOK /BOLT ' B • 1200 • 0.250 ' 1.125 , 2 3.0 • 0.125 . 5.76 • 3 - 4412 - LOK/BOLT B • 1200 • 0.250 ' 1.125 , 2 - 3.0 • 0.250 - 4.00 ' 3 , 4412 , CALK -IN B ' 1700 ' 0.375' 1.250 ' 2 / 4.5 - 0.250 - 5.25 - 3 ' 4412 i CALK -LOK ' C 2508 ' 0.500 ' 1.5 - 2.25 • 1 - 6.0 • 0.250 , 3.01 - 4 - 4414 . LOK /BOLT • C 2700 ' 0.375' 1.625 ' 2 4.5 - 0.250 - 5.25 ' 4 - 4414 - CALK -IN C 4810 • 0.375' 1.250 ' 2 4.5 ' 0.250 ' .11.50 ' 6 ' 4414 - LOK /BOLT C i 5015 / 0.500/ 2.250 • 2 • 6.0 / 0.250 / 11.50 , 7 / 4414 FASTENER MAX. ANCHOR SCHEDULE F .✓ & SPANS SPACING (IN.) RED•D FOR VARIOUS DESIGN LOADS ✓ ✓ 1 MIN. 3/4 EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO ANCHOR TYPE LOAD NOTE: ( W ) 4' -0" 6' -0" 8' -0" HEAD STYLE MAY P.S.F. (SEE- (SEE - (SEE BE PHILLIPS. FLAT MAX. Non 1) NOTE 1) NOTE 1) HEAD, HEX HEAD OR (SEE CONN. CONN. CONN. PAN HEAD (HEAD = NOTE TYPE TYPE TYPE 0.425•'0 MIN.) ✓ 1 ) (SEE (SEE (SEE NOTE 3) NOTE 3) NOTE 3) C1 C2 C1 C2 C1 C2 iM1111 1111 11► 48:0 12. 12 12 9 12 7 ✓ III 1 111111► 62'0 12 11 12 7 12 5 1/4'•0 WOOD LAG W/ 72.0 12 9 12 6 12 4 1 - 3/4" MIN. THREAD 92.0 12 7 12 5 12 3 PENETRATION SHEAR PARALLEL OR PERP. ,/ TO WOOD GRAIN - 220.0 12. 3 - 12/ 3 '12✓ 3 1 4 8.0 12 12 12 12 12 12 I1111g11p1111111W11U1D 6 2.0 12 12 12 12 12 9 1/6"0 ELCO CRETE J 72:0 12 12 12 11 12 8 FLEX WITH 1 -7/8" MIN. PENETRATION 92.0 12 12 12 8 12 6 220.b 12. 6 , 12 /6 , 6 NUMBER OF STORM BARS HEADER REACTION DETERMINATION SCHEDULE E / HEADER REACTION EACH END (POUNDS) 1 .5 X ONE STORM BAR END REACTION ✓ 2 1 X ONE STORM BAR END REACTION / 3 OR MORE 1.5 X ONE STORM BAR END REACTION / V.J. KNEZE ` H PROFESSIONAL . INEER FL LIc; -e No: PEee 0983 • { 4 200 i 11/29/99 • (drawn 124 des.gn by 1(Ch•cked by' VP( ll V1K drawing no. 00 -917 sheet 6 of 12 1 W000 FASTENING NOTES. ✓ GALVANIZED STEEL OR 410 STAINLESS STEEL W/ FLUOROCARBON COATING LAG SCREW FOR WOOD. MAY BE USED AT LOADS. OUANTITY & EMBEDMENT INDICATED FOR BLOCK OR CONCRETE EMBEDMENT SHALL BE AT THE CENTER OF A PRIMARY FRAMING MATERIAL SUCH AS A 2 X WOOD STUD OR A 2 X WOOD HEADER OR SILL PLATE. SEE PAGE 5 OF 12 FOR COMPLETE ANCHOR NOTES. / STORM BAR SEE SCHEDULE C & D ABOVE FOR ANGLE, ANCHOR AND FASTENER QUANTITY AND SIZE. HEADER OE HEADER TO STORM BAR DETAIL 1 ./ STORM BAR (SEE SCHED. A) EXIST. CONC. OR BLOCK STRUCTURE 160R 17,2 "X 2" MIN., TYP. EA. SIDE OF STORM BAR (SEE SCHEDULED FOR FASTENER INFO.) SCa.0 . , - 1 f2" • 1' - 0 - WALL MOUNT SIDE ---I ' $ e G R e. , (c S x) O • FO STORM BAR (SEE SCHED. A) 1 3" MIN. EDGE DISTANCE (TYP) SEE FASTENER SCHEDULE I FOR APPROPRIATE TENSION FASTENER N.T S. EXIST. CONC. OR BLOCK STRUCTURE 2" X 2" AL. J ANGLE MIN. SEE FASTENER SCHEDULE 0 / FOR APPROPRIATE SHEAR FASTENERS O STORM BAR/MULLION TO ✓ FLOOR/CEILING DETAIL ✓ EXIST. CONC. OR / BLOCK STRUCTURE Md / 3" MIN. EDGE DISTANCE (TYP / 1" 2d 3d MIN. 3d MIN. 1' / 3d MIN. O TENSION CONNECTION TO WALL FOR OB SHEAR CONNECTION TO FLOOR OR CEILING STORM BAR, HEADER, OR MULLION / ✓ SEE FASTENER SCHEDULE C ✓ f (SEE FOR APPROPRIATE TENSION SCHEDULE D) FASTENER SEE FASTENER SCHEDULE D J STORM BAR /HEADER CONNECTION DETAILS J 3d MIN. NOTE: / SEE FASTENER / SCHEDULE D / 2d MIN. 1 O STORM BAR/MULLION TO WALL SECTION / 2d WALL MOUNT SIDE ANGLE ISOMETRIC DEPICTS MAXIMUM NUMBER OF ✓ ANCHOR BOLTS & TEK SCREWS, AND THEIR ARRANGEMENT. FOR LESS ANCHORS OR TEK SCREWS, ANY 3d OR 10d DIMENSIONS MAY BE 0. CC ' S C. • � SEE FASTENER SCHEDULE[ / L L (SEE ANGLE FOR APPROPRIATE TENSIO DETAIL A) � FASTENER ,'M / `'EE SCHEDULE D FOR ✓ DISTANCE (TYP FASTENER INFO. (TYP. ✓ EACH END) / 16 OR 17 , 2•' X 2" MIN. ✓ / TYP. EA. SIDE OF HEADER SEE SCHEDULE D FOR FASTENER INFO. (TYP. / EACH ENO) (SEE SCHEDULE E FOR HEADER REACTIONS) O HEADER TO WALL SECTION / 2d MIN 2d 3d MIN. 10d MIN. 2d MIN. 2d . MIN EXIST. CONC. OR ✓ BLOCK STRUCTURE ✓ 3d MIN. 3d 3d MIN. FOR STORM BAR, HEADER, OR MULLION OR17. "X 2 "MIN. / TYP. EA. SIDE OF HEADER / (SEE SCHEDULE E FOR HEADER REACTIONS) / O HEADER TO WALL SECTION APPROVED AS COMPLYING V /ITH T',E SOUTH FLORIDA BUILDING CODE DAT d. �� s: 0 2 00 BY ( MI 2d M N. PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 60 - 04 6.1/ c 0 Id m o Z - i o . ▪ z 00 L 0 CA C CA CA O O CY) N u0 0 • 4 • VJ 05/23/00 10:45 V.J. S K I PRO NEZE • r I NEER FL LI . -e No: PE 4. 0983 Ma 111 (" 111/29/99 � 04 design by by 1(checked VJK ` VJK drawing no. 00 -917 sheet 7 of 12 T A B L E 5 EXTERIOR STORM BAR SPAN SCHEDULE (C) - MULTIPLE SPAN SLAT CONDITION / TYPE OF STORM BAR NEGATIVE WIND LOAD (P.S.F.) 40 / 50 / 60 70 80 90 100 110 SLAT SPAN OR STORM BAR SPACING (IN.) / 69 , 78 , 87 ' 96 ' 105 114 123 56 65 - 74 83 . 92 • 101 110 46 55 - 64 73 82 91 100 39 48 57 66 - 75 - 84 93 33 42 • 51 - 60 - 69 • 78 - 90 28 37 46 55 - 64 73 • 87 24 . 33 42 ' 51 60 69 • 81. 29 - 38 ' • 47 • 56 - 65 • 81 1 "x3 "WITH O STRAPS MAXIMUM SPAN (IN.) 77 73 , 69 - 66 63 - 61 ' 58 ' 76 71 67 ' 63 • 60 , 58: 55 ' 77 - 70 - 65 , 62 - 58 ' 55 , 53 / 77 , 70 65 . 60 - 57 . 54 • 51 , 79 70 , 61. 59 55 • 52 , 49 , 80 - 70 • 63 • 58 • 54 - 51 • 1.7 - 83 • 71 . 63 57 - 53 • 50 - 46 - 72 . 63 57 • 52 49 • 1.5 END REACTION (LBS.) 919 980 1038 1093 1146 • 1196 ' 1244 • 926 . 1002 . 1072 • 1138 • 1201• 1261. 1319 • 923 • 1013 1097 1174 1248 - 1317 1383 • 913 1019 - 1115 . 1204 1287 - 1365 ' 1439 - 897 • 1018 - 1128 1228- 1321' 1408 1545. 876 • 1014 ' 1137 • 1248 - 1351 • 1446' 1613 - 849 - 1006 ' 1142 - 1265 • 1377 1481 1672 994 • 1145 ' 1279 ' 1401 • 1513 1724 ' 2 "x3" MAXIMUM SPAN (IN.) 81 - 76 72 69 • 66 • 63 • 61 80 75 70 - 66 63 60 57 • 81 74 - 68- 64 60 57 55 81 , 73 , 67 , 63 - 59 = 55 53 - 83 ' 73 • 67 • 61 . 57 54. 50 . 85, 74 • 66 , 60 ' 56 • 52 - 48 87 • 74 ' 66 ' 60 55 - 51 • 46% 75- 66 ' 59 ' 54 ' 50 ' 45 END REACTION (LBS.) 967 • 1028 • 1086 - 1141. 1193 ' 1244: 1292' 974 1050 • 1120 1186 - 1249• 1309. 1366 971. 1062 1145 1222 1295 • 1364 1430 961 • 1067 • 1163 - 1251 1334 11.12 1486 945 1067 1176 - 1275 1368 . 1454 1561. 923 - 1062 - 1184 1295 - 1398 • 1493 1631 . 897 • 1054 • 1190 • 1312 1424 • 1527 - 1689 1042 • 1193 • 1326 1447 1559 • 1740 / 2'• x 4" O7 MAXIMUM SPAN (IN.) 100 . 94 - 89 85 - 81 - 78 • 75 99 92 86 ' 81 77 - 74 71 99 . 91 84 79 • 75 71 • 68 100 90 - 83 • 77 ' 72 • 68 • 65 102 - 90 • 82 , 76 • 71 , 66 - 62 104 . 91 - 81 75 • 69 - 65 59 - 107 . 92 • 81 , 74 - 68 • 63 ' 57 93 . 81 • 73 • 67 - 62 ' 55 / END REACTION (LBS.) 1192 - 1268 - 1340• 1407 ' 1472 - 1534 - 1593 ' 1201 - 1295 • 1382 - 1463 ' 1541 • 1614 . 1685 ' 1197 - 1309 , 1412 • 1508 ' 1597 - 1682 1763 • 1184 - 1316 • 1434 ' 1543 ' 1646 1742 • 1833' 1164 • 1316 - 1450 • 1573- 1687 • 1794' 1929 • 1137 ' 1310 • 1461 1598 - 1724 1841 2011 • 1103 - 1300 ' 1468 • 1618 ' 1756 • 1884 • 2083 , 1286 ' 1471 - 1636 1785 1923' 2146' 7 2 "x5" 10 MAXIMUM SPAN (IN.) 117 ' 110 - 104 , 100 • 95 ' 92 88 116 ' 108 ' 101 - 96 91 ' 87 • 84 J 116 107 - 99 , 93 - 88 , 84 , 80 • 118 106 - 98 - 91 • 86 - 81 • 77 • 120 - 106 - 97 , 89 - 83 - 78 • 73 122. 107 - 96 - 88 • 82 - 76 - 70 126 - 108 - 96 -- 87 - 80 ' 75 - 68 109 - 95 - 86 - 79 ' 73 - 66 r END REACTION (LBS.) 1397 • 1488 , 1575 • 1657 . 1735 ' -1810 - 1882 - 1407 ' 1520 1625 1724 - 1818 - 1908 ' 1993 • 1403 - 1538 - 1662 - 1778 ' 1887 • 1990 ' 2086" 1388- 1545 -- 1689 - 1822' 1946 ' 2060 • 2168 - 1364 ' 1545' 1708 ' 1858 2122 1888 2178 2379 - 1526 1913 " 2077 - 2228' 1509 1734 1931. 2112 ' 2275 2538 - STRAPS MAXIMUM SPAN (IN.) 59 - 53 48 51 49 - 46 42 59 - 54 - 41 60 50 - 43 - 41 54 - 45 42 40 - 37 62 - 51. - 49 - 45 39 49 44 38 - SS- 44 - END REACTION 709 714 772 924 1013 712 - 844 903 1012 - 704 858 - 1049 - 110 5 868 - 91.4 676. 875 - 959 - 775 972 - 1058. 983 - 1076 1300 - SLAT SPAN SLAT SPAN MULTIPLE SPAN SLAT CONDITION A 5 EXTERIOR STORM BAR SPAN SCHEDULE - MULTIPLE SPAN SLAT CONDITION TYPE OF STORM BAR NEGATIVE wIND LOAD (P.S.F.) 120 130 140 150 160 170 180 190 200 210 220 SLAT SPAN OR STORM BAR SPACING (IN.) 26 35 53 62 79 32 41 50 59 76 30 39 48 57 73 27 36 45 54 71 25 34 43 52 24 33 51 64 31 40 49 60 29 38 47 57 28 37 46 55 27 36 53 25 34 52 STRAPS MAXIMUM SPAN (IN.) 73 63 56 52 48 43 63 51 47 1.2 63 56 50 46 42 64 SS SO 46 41 64 55 49 45 39 55 49 55 49 41. 48 41. 40 55 43 40 55 48 43 40 55 47 39 END REACTION 980 1291 1422 1543 1778 1143 1300 1441 1571 1815 1309 1459 1846 1134 1315 1475 1620 1885 1127 1320 1490 1643 1964 1119 1325 1504 166 1905 1327 1685 1898 1329 1528 1704 1901 1330 1538 1722 1890 1331 1548 1740 1927 1330 1557 1757 1937 MAXIMUM SPAN (IN.) 66 58 53 49 44 66 58 53 48 43 58 52 48 42 57 51 47 41 67 57 51 39 67 57 50 57 50 45 41 57 50 45 41 57 49 41 57 49 44 40 49 43 40 END REACTION (LBS.) 1028 1193 1338 1469 1589 1794 1191 1348 1488 1616 1832 1188 1356 1505 1641 1863 1182 1362 1521 1665 1902 1175 1368 1536 1688 1981 1167 1372 1550 1709 1922 1375 1562 1729 1915 1377 1573 1748 1918 1378 1766 1932 1378 1594 1784 1941. 1377 1603 1800 1978 MAXIMUM SPAN (IN.) 94 81 72 66 61 54 81 72 65 60 53 81 71 64 59 52 82 71 63 58 51 82 71 63 57 49 83 70 62 56 70 62 56 50 70 61 55 50 70 61 55 50 70 61 54 50 70 60 54 49 END REACTION (LBS.) 1268 1472 1650 1812 1960 2213 1469 1662 1835 1993 2259 1465 1672 1857 2025 2298 1458 1681 1877 2054 1450 1687 1895 2082 2444 1439 1692 1911 2108 2371 1696 1927 2133 2362 1698 1941 2156 2366 1699 1954 2179 2383 1699 1966 2200 2398 1699 1977 2221 2440 MAXIMUM SPAN (IN.) 110 95 85 78 72 64 95 85 77 71 62 96 84 76 70 61 96 84 75 69 60 97 83 74 58 97 83 74 67 83 73 66 60 83 73 65 60 83 72 65 83 72 61. 59 83 71 63 58 END REACTION (LBS.) 1488 1734 1951 2143 2318 2618 1732 1966 2171 2357 2672 1726 1978 2196 2395 2718 1718 1988 2220 2429 2774 1708 1995 2241 2891 1695 2001 2261 2493 2804 2005 2279 2523 2794 2008 2295 2550 2798 2010 2311 2577 2818 2010 2325 2602 2836 2009 2338 2626 2886 STRAPS MAXIMUM SPAN (IN.) 56 48 43 40 37 33 49 43 39 36 32 49 43 39 36 31 49 43 38 35 31 49 42 38 35 30 49 42 38 34 30 42 37 34 31 42 37 33 30 42 37 33 30 42 37 33 30 42 36 32 30 END REACTION (LBS.) 755 881 992 1092 1184 1341 880 999 1107 1205 1369 877 1006 1120 1224 1392 873 1011 1132 1243 1421 868 1015 1260 1480 861 1018 1154 1276 11.36 1020 1163 1292 1431 1021 1172 1306 1433 1022 1180 1320 1443 1022 1188 1333 1453 1022 1195 1478 SLAT SPAN APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE BY PRODUCT CONTROL DIVISION BUIL DM CODE COMPLIANCE OFFICE ACCEPTANCE NO 66 — os /I • cn cr LLI • 0 05/23/00 10:45 T A B L E 6 INTERIOR STORM BAR SPAN SCHEDULE (H) - MULTIPLE SPAN SLAT CONDITION TYPE OF STORM BAR POSITIVE WIND LOAD (P.S.F.) 40 50 60 70 80 90 100 110 SLAT SPAN OR STORM BAR SPACING (IN.) 49 58 67 76 85 94 103 43 52 61 70 79 88 97 39 48 57 66 75 84 93 36 45 54 63 72 81 90 33 42 51 60 69 78 87 28 37 46 55 64 73 82 24 33 42 51 60 69 78 29 38 47 56 65 75 1 "x3 "WITH O STRAPS MAXIMUM SPAN (IN.) 90 83 78 73 70 66 63 86 79 73 68 65 61 59 83 75 69 65 61 58 55 81 73 66 62 58 55 52 79 70 64 59 55 52 49 80 70 63 58 54 51 48 83 71 63 57 53 50 47 72 63 57 52 END REACTION (LBS.) 768 840 906 968 1026 1082 1135 811 895 973 1045 1113 1177 1238 844 941 1030 1112 1189 1261 1330 871 981 1080 1171 1256 1336 1412 893 1015 1124 1225 1318 1405 1488 876 1014 1137 1248 1351 1446 1536 849 1006 1142 1265 1377 1481 1579 994 1145 1279 1401 49 45 1513 1629 2 "x3" O MAXIMUM SPAN (IN.) 90 87 82 77 73 69 66 88 83 77 72 67 64 61 • 86 79 73 67 63 60 57 85 76 69 64 60 57 54 83 74 67 62 57 54 51 85 74 66 60 56 52 49 86 74 66 60 55 51 48 75 66 59 54 50 47 END REACTION (LBS.) 767 870 954 1016 1074 1130 1183 828 943 1021 1093 1161 1225 1286 877 989 1078 1160 1236 1309 1377 917 1029 1128 1219 1304 1383 1459 941 1063 1172 1272 1365 1452 1534 923 1062 1184 1295 1398 1493 1582 885 1054 1190 1312 1424 1527 1624 1042 1193 1326 1447 1559 1674 2" x 4" MAXIMUM SPAN (IN.) 108 103 100 95 90 85 82 105 100 95 88 83 79 75 103 98 90 83 78 74 70 101 94 86 79 74 70 66 100 91 82 76 71 66 63 101 91 81 75 69 65 61 103 92 81 74 68 63 59 93 81 73 67 END REACTION (LBS.) 915 1039 1157 1253 1325 1394 1459 988 1138 1259 1348 1432 1511 1586 1047 1220 1330 1431 1525 1614 1698 1095 1269 1391 1504 1608 1706 1799 1134 1311 1446 1569 1684 1791 1892 1103 1310 1461 1598 1724 1841 1952 1056 1300 1468 1618 1756 1884 2004 1286 1471 1636 1785 1923 2065 62 58 2 "x5" 10 MAXIMUM SPAN (IN.) 124 119 115 111 106 101 96 121 115 111 104 98 93 89 118 112 105 98 92 87 83 117 110 101 93 87 83 78 115 107 97 90 84 79 74 116 107 96 88 82 76 72 118 108 96 87 80 75 70 109 95 86 79 END REACTION (LBS.) 1052 1194 1331 1463 1557 1640 1719 1136 1309 1474 1585 1686 1782 1873 1204 1406 1562 1685 1799 1907 2009 1259 1489 1637 1773 1900 2018 2128 1304 1540 1703 1853 1991 2118 2237 1268 1538 1722 1888 2039 2178 2308 1214 1526 1730 1913 2077 2228 2370 1509 1734 2112 2275 2442 73 68 STRAPS MAXIMUM SPAN (IN.) 70 64 60 57 54 51 49 67 61 56 53 50 47 45 64 58 53 50 47 44 62 56 51 47 44 40 61 54 46 43 40 38 62 54 49 42 39 37 64 55 41 38 36 55 48 44 40 37 35 END REACTION (LBS.) 594 648 699 746 791 833 873 626 691 750 805 857 906 952 652 726 793 856 914 969 1022 672 756 831 901 966 1027 1084 689 782 865 942 1013 1079 676 781 875 959 1037 1110 1179 656 775 879 972 1058 1137 1211 766 881 983 1076 1161 SLAT SPAN MULTIPLE SPAN SLAT CONDITION A 6 INTERIOR STORM BAR SPAN SCHEDULE - MULTIPLE SPAN SLAT CONDITION TYPE OF STORM BAR POSITIVE WIND LOAD (P.S.F.) 120 130 140 150 160 170 180 190 200 210 220 SLAT SPAN OR STORM BAR SPACING (IN.) 26 35 44 53 62 73 32 41 50 59 72 30 39 48 57 70 27 36 45 54 69 25 34 52 67 24 33 42 51 63 31 40 49 60 29 38 47 57 28 37 46 55 27 36 45 54 25 34 52 STRAPS MAXIMUM SPAN (IN.) 73 63 56 52 48 44 63 56 51 43 63 56 SO 46 42 64 55 50 46 41 64 55 49 39 64 55 49 45 40 55 49 44 40 55 48 44 55 40 55 48 43 39 55 47 39 END REACTION (LBS.) 980 1145 1291 1422 1543 1680 1143 1300 1441 1571 1739 1140 1309 1459 1596 1781 1134 1315 1475 1620 1832 1127 1320 1490 1643 1325 1119 1325 1504 1664 1865 1327 1516 1685 1873 1329 1528 1704 1876 1330 1538 1722 1890 1331 1548 1740 1914 1330 1557 1757 1937 MAXIMUM SPAN (IN.) 76 66 58 53 49 45 66 58 53 48 66 58 52 48 43 66 57 51 47 42 67 57 51 46 40 67 57 50 46 41 57 50 45 41 57 50 45 41 57 49 44 41 57 49 40 57 49 43 40 END REACTION 1028 1193 1338 1469 1589 1725 1191 1348 1488 1616 1783 1188 1356 1505 1641 1824 1182 . 1362 1521 1665 1875 1175 1368 1536 1688 1967 1167 1372 1550 1709 1907 1375 1562 1729 1915 1377 1573 1918 1378 1766 1932 1378 1594 1784 1955 1377 1603 1800 1978 MAXIMUM SPAN (IN.) 94 81 72 66 61 56 81 72 65 60 81 71 59 53 82 71 63 58 51 82 71 63 57 83 70 62 56 51 70 62 56 50 70 61 55 50 70 61 55 50 70 61 54 49 70 60 51. 49 END REACTION (LBS.) 1268 1472 1650 1812 1960 2128 1469 1662 1835 1993 2199 1465 1672 1857 2025 2250 1458 1681 1877 2054 2313 1450 1687 1895 2082 2426 1439 1692 1911 2108 2352 1696 1927 2133 2362 1698 1941 2156 2366 1699 1954 2179 2383 1699 1966 2200 1699 1977 2221 2440 MAXIMUM SPAN (IN.) 110 95 85 78 72 66 95 85 77 71 96 84 76 70 63 96 84 75 69 61 97 83 74 68 58 97 83 74 67 60 83 73 66 60 83 73 65 60 83 72 65 59 83 72 64 58 83 71 63 58 ENO REACTION (LBS.) 1488 1734 1951 2143 2318 2516 1732 1966 2171 2357 2601 1726 1978 2196 2395 2661 1718 1988 2220 2429 2735 1708 1995 2241 2462 2869 1695 2001 2261 2493 2782 2005 2279 2523 2794 2008 2295 2550 2798 2010 2311 2577 2818 2010 2325 2602 2853 2009 2338 2626 2886 STRAPS MAXIMUM SPAN 56 43 40 37 34 49 43 39 36 33 49 39 36 32 49 43 38 35 31 49 42 38 35 30 42 38 34 31 42 37 34 31 42 37 33 30 42 37 33 30 42 37 33 30 42 36 32 30 END REACTION (LBS.) 881 992 1092 1184 1288 880 999 1107 1205 1332 877 1006 1120 1224 1363 873 1011 1132 1243 1401 868 1015 1144 1260 1469 861 1018 1154 1276 1425 1020 1163 1292 1431 1021 1172 1306 1433 1022 1180 1320 1022 1188 1333 1461 1022 1195 1345 1478 th SLAT SPAN SLAT SPAN APPROVED AS COMPLYING WITH THE SOUTH F DAT RIDA BUILDING CODE PRODUCT CONTROL DIV!S.ON BUILD= CODE CALIANCE OFFICE ru co cn cc oo LU I N S LU 2J 2 • 8 ▪ Fl co x ( T ) DJJ cn co co E- co 28 ti II :4 1 1 1'1 1 1 1 c° ra FL LIc e No: PE 0983 0 0 co cn design by 2000 1/29/99 AS NOTED drawn by sc [checked b orsunng no. 00-917 0 co co Ln sheet 8 of 12 j 05/23/00 10: 46 T A B L E 7 PERMANENT MULLION SPAN SCHEDULE— MULTIPLE SPAN SLAT CONDITION TYPE OF MULLION NEGATIVE WIND LOAD (P.S.F.) 40 50 60 70 80 90• 100 i 110 SLAT SPAN (IN.) 24 36 48 60 72 84 123 24 36 48 60 72 84 110 21. 36 48 60 72 84 100 21. 36 48 60 72 84 91. 24 36 48 60 72 84 90 24 36 48 60 72 84 87 24 36 48 60 72 84 24 36 48 60 72 81 1" x 3" WITH O STRAPS MAXIMUM SPAN (IN.) 92 • 82 76 71 • 67 - 64 • 57 - 85 - 76 - 70 66 62 60 - 55 80 72 66 62 59 56 53 76 68 63 59 56 53 51 73 65 60 56 53 51 50 70 63 58 54 51 49 48 68 61 56 52 50 47 66 59 51. 51 END REACTION (LBS.) 395 491 579 660 737 810 1027 458 570 672 766 855 940 1111 517 ' 644 758 • 865 - 966 - 1061 1185 573 713 841 959 1070 1176 1263 627 780 919 1048 1170 1286 1343 678 843 994 1134 1265 1391 1418 727 905 1066 1216 1358 1492 775 964 1136 1296 48 46 1447 1555 2 "x3" 2'x4" O MAXIMUM SPAN (IN.) 89 80 74 69 66 63 56 83 74 69 64 61 58 54 78 517 70 65 60 57 55 52 74 - 66 • 61 • 57 • 54 • 52 • 50 ' 71 61. 59 55 52 50 49 68 61 56 53 50 48 47 66 59 54 51 49 46 64 57 53 49 47 45 END MAXIMUM REACTION SPAN (LBS.) (IN.) 395 488 574 653 728 793 1006 458 567 666 758 845 921 1088 640 752 856 954 1040 1160 574 709 833 949 1057 1152 1237 627, 775 • 911 1037 - 1146 1259 • 1316 • 678 839 985 1122 1240 1362 1389 727 900 1057 1203 1330 1461 775 959 1126 1282 113 101 93 88 83 80 71 105 94 87 81 77 74 68 98 89 82 77 73 69 66 91. 84 78 73 69 66 64 89 80 74 70 66 63 62 86 77 - 71 • 67 ' 64 • 61 • 60 - 83 75 69 65 61 59 80 72 67 63 1417 59 1523 57 ENO REACTION (LBS.) 500 618 726 827 922 1004 1273 580 718 843 959 1069 1165 1377 655 810 952 1081. 1208 1316 11.69 726 898 1055 1201 1338 1458 1566 794 982 1153 1313 1451 1594 1665 858 1062 1247 1420 1569 1724 1758 921 ' 1139 • 1338 • 1523 ' 1683 • 1850 981 - 1214 • 1426 1623 ' 1791. ' 1928 ' 2 "x5" 10 MAXIMUM SPAN (IN.) 136 122 113 106 100 96 85 126 113 105 98 93 89 82 119 107 98 92 87 84 79 113 101 93 88 83 79 77 108 97 89 84 80 76 71. 104 93 86 81 77 73 72 100 90 83 78 74 71 97 87 • 80 • 75 ' 72 • 69 / END REACTION (LBS.) 602 745 875 996 1110 .1210 1534 699 864 1015 1156 1288 1401. 1659 789 976 1147 1305 1455 1585 1770 875 1082 1271 1447 1612 1757 1887 956 1183 1389 1581 1748 1921 2006 1034 1279 1503 1710 1890 2077 2118 1109 • 1372 - 1612 1835 ' 2028' 2229 / 1182 1718 1955 STRAPS MAXIMUM SPAN 67 60 56 52 49 47 42 62 56 52 48 46 59 53 49 45 39 56 50 46 43 39 38 53 39 37 36 51 42 36 7 50 1.1 38 35 48 43 40 37 35 34 END REACTION 289 360 484 540 593 752 336 418 561 627 689 814 379 472 634 708 778 868 420 523 616 703 926 942 - 497 618 728 831 927 1019 1039 533 663 781 891 995 1093 568 706 833 950 2322 1060 1139 di k SLAT SPAN ' SLAT SPAN ' SLAT SPAN 1 k SLAT SPAN_ SLAT SPAN,' SEE DETAILSO&O SLAT SPAN ON PAGE 6 (TYP) MULLION LAYOUT A 7 PERMANENT MULLION SPAN SCHEDULE 1)— MULTIPLE SPAN SLAT CONDITION TYPE OF MULLION POSITIVE WIND LOAD (P.S.F.) 120 130 140 150 160 170 180 190 200 210 220 SLAT SPAN 36 48 60 72 79 24 36 48 72 76 36 48 60 72 73 71 48 - 36 48 60 36 48 60 24 36 57 24 36 48 55 24 48 24 36 48 52 STRAPS • MAXIMUM SPAN (IN.) 64 57 53 49 47 62 56. 51 45 45 54 50 47 44 59 53 58 52 48 45 57 - 51 - 47 56 50 46 42 55 49 42 54 48 44 53 47 43 52 47 42 41 END REACTION (LBS.) 821 1022 1204 1373 1533 1622 866 1078 1270 1449 1617 1667 1132 1522 1689' 953 1185 1397 1738 995 1237 1458 1661 1761 1036 1289 1519 1711. 1767 1076 / 1339 • 1578 - 1766 1115 1388 1635 1773 1683 1791 1192 1483 1727 1822 1230 1530 1769 1834 MAXIMUM SPAN 62 55 51 48 46 54 59 53 49 46 43 43 57 52 43 56 50 47 44 42 55 49 46 45 53 - 48 42 c 52 47 42 51 43 41 50 45 41 1589/ 56 END MAXIMUM REACTIO SPAN 1016 - 70 1194 ' 65 1359 / 61 1502' 58 1072 68 1259 63 " 1433 59 • 1584 56 / 1637 55 / 910 74 1126 67 1323 62 1506 58 1664 55 1678 55 953 73 1179 65 1385 60 1577 1728 995 1231 1630 1757 1036 1282 1506 1697 1076 1331 1116 1380 1602 1773 1155 • 1658 1193 1476 1713 1835 1231 1522 1851 56 71 59 55 53 70 63 58 53 57 53 67 60 56 53 59 55 53 58 - 52 57 53 51 END REACTION 1286 1511 1720 1901 2012 1097 1357 1814 2005 2072 1152 ' 1426' 1906 • 2107 1207 1753 2187 1260 1558 1830 2063 2224 1312 1623 1906 2233 1363 1980 2232 1413 1747 2028 1808 2099 2263 1510 2168 2300 1558 / 1927' 2315/ MAXIMUM SPAN (IN.) 94 85 78 73 70 68 92 82 71 68 67 89 80 74 70 66 65 79 64 - 77 71 67 63 84 75 70 65 63 82 63 81 73 67 63 79 71 66 62 78 61' 77 69 63 61 ENO REACTION 1253 1550 1820 2072 2290 2424 1321 1635 1920 2186 2416 1388 1717 2017 2296 2528 1798 2112 2404 2600 1518 2205 / 2633 1580 1955 2565 2641 1642 2031 2385 1702 2105 2443 2650 1761 2178 2676' 1819 2250 2583 2720 1877 2321 2738 STRAPS MAXIMUM SPAN (IN.) 47 42 39 36 34 33 41 38 35 33 33 44 40 37 34 32 32 39 36 33 32 42 38 35 33 32 37 34 32 v 32 / 41 37 34 32 39 35 33 31 39 35 32 31 38 31 31 ENO REACTION (LBS.) 602 749 882 1006 1123 1189 635 790 931 1062 1185 1225 667 830 978 1115 1255 698 869 1024 1168 1293 729 907 1069 1219 1315 759 944 1113 1269 1320 1156 1319 / 817 1017 1198 1326 846 1052 1240 1343 874 1087 1281 1373 901 1121 1322 1385 APPROVED AS COMPLYING V/111-I THE WITH SITE SPECIFIC SOUTH FLORIDA BUILDING CODE PRODUCT CONTROL DIV!SION k SLAT SPAN k SLAT SPAN.] D C[ O'd 0983 cu design by v [drawn by cop co ° I L0131 cO i dravong no. 0 0 0 Cr co co sheet 9 of 12 HEADER LENGTH OR SHUTTER WIDTH SCHEDULE OJ NEGATIVE DESIGN LOAD (P.S.F.) MAXIMUM SLAT SPAN USED (IN) HEADER - MAX. LENGTH (INCHES) HEADER TYPE SO 2" x 3" O7 2" x 4" 10 2" x 5" 12 2" x 6" STORM BAR HEIGHT (INCHES) STORM BAR HEIGHT (INCHES) STORM BAR HEIGHT (INCHES) STORM BAR HEIGHT (INCHES) 48 60 72 84 96 120 180 240 48 60 72 84 96 120 180 240 48 60 72 '84 96 120 180 240 48 60 72 84 96 120 180 240 24 152 136 125 116 108 97 79 69 185 ' 166 152 141 132 119 98 85 216 194 178' 165 155 139 114 99 245 221 202 188 176 '159 130 114 36 152 136 125 116 108 98 71 61 185 • 166 152 141 132 119 99 85 216 194 178 ' 165 155 139 114 101 245 221 202 188 176' 159 130 114 I 48 152 138 126 117 110 87 71 61 185' 166 1S2 143 134 120 87 76 216 194 178 ' 165 155 141 116 89 245 221 202 188 176 , 159 132 115 ( Q 60 154 138 112 104 97 87 71 ' 61 185' 168 154 143 119 107 87 76 216 194 180 ' 167 157 141 103 89 245 221 202 188 178 • 160 117 102 72 136 122 112 104 97 87 - - 187' 168 137 127 119 107 87 76 216 196 180' 167 139 125 103 89 245 221 205 190 178' 160 117 102 123 136 - - - - - - - 166 , 149 137 - - - - - 194 174 160/ 148 139 - - - 221 198 182 169 159 • 142 - - 24 • 136 122 112 104 97 87 72 62' 166 149' 137 127 119 107 87 76 194 174, 160 148 139 125 103 89 221 198 182 169" 159 142 ' 117 102 36 • 136 122 112 105 98 88 63 55 166 149 - 137 127 119 108 88 68 194 174. 160 148' 139 125 104 90 221 198 182 169' 159 142 , 117 103 48 ' 138 124 113 93 87 78 63 55' 166 149 ' 138 128 120 96 78 68 194 174 • 160 148' 141 126 92 80 221 198 182 169' 159 144 ' 118 92 5 0 60 ' 138 110 100 93 87 78 63 - 168 151' 138 111. 107 96 78 68 194 176 ' 161 150 • 141 112 92 80 221 198 182 171' 160 144 ' 105 92 72 ' 122 110 100 93 87 78 - - 168 134' 123 114 107 96 78 - 196 176 ' 161 133' 125 112 92 80 221 201 184 171' 160 128 - 105 92 110. 122 - - - - - - - 149 134' 123 114 - - - - 174 157 • 143 133' 125 112 - - 198 178 164 152' 142 128 .' - - 24 125. 112 102 95 88 79 65 • 57 152 137 125' 116 109 98 80 70 178' 160 146 136 127, 114 94 82 202 182 167, 155 145 130 107 93 36 125 • 112 103 96 89 71 58- 50 152 137 125 • 116 109 99 71 62 178- 160 146 136 127, 114 95 83 202 182 167, 155 145 130 109 - 94 48 126' 113 91 85 79 71 58, 50 152 138 126' 117 110 87 71 62 178' 160 146 137 129 • 116 84 73 202 182 167, 155 145 132 108. 84 6 0 60 112- 100 91 85 79 71 - - 154 138 112 104 98 87 71 62 180- 161 148 137 114 ' 103 84 73 202 182 169' 157 147 117 96 • 84 72 112' 100 91 85 79 - - - 137 123 112' 104 98 87 - - 180. 161 131 122 114' 103 84 73 205 184 169- 139 130 117 96 ' 84 100 112' - - - - - - - 137 123 112' 104 - - - - 160' 143 131 122 114' 103 - - 182 164 150' 139 130 117 - - 24 116 104 v 95 88 82 73' 60 46 141 127 116 108. 101 90 74 65' 165 148 136 126 118 106 87 76 188 169 ' 155 144 135 121 100- 87 36 116 105' 96 89 83 66' 53 46 141 127 116 108. 102 91 66 57 165 148 136 126 118 107- 88 68 188 169 " 155 144 135 121 101' 88 48 117 93' 85 78 73 66' 53 - 143 128 117 109' 90 81 66 57' 165 148 137 127 120 95- 78 68 188 169 ' 155 145 136 122 89 - 78 7 0 60 104 93' 85 78 73 66/ - - 143 114 104 97- 90 81 66 - 167 150 137 113 106 95' 78 68 188 171 ' 157 145 136 109 89' 78 72 104 93' 85 78 73 - - - 127 114 104 97 90 81 - - 167 133 122 113 106 95' 78 - 190 171/ 139 129 121 109 89- 78 84 104 93 / 85 - - - - - 127 114 104 97' 90 - - - 148 133 122 113 106 95' - - 190 152 ' 139 129 121 109 89 . - 94 104 - - - - - - - 127 114 104 97 ' - - - - 148 133 122 113 106 95' - - 169 152 ' 139 129 121 109 - - 24 108 97 88' 82 77• 69 57 43 132 119 109 101 94' 85 70' 60 155 139 127 118 111 99 82 71 176' 159 145 135 126 114 93 81 v 36 108 98 89' 83 69 61 50 43 132 119 109 102 96 ' 85 62' 53 155 139 127 118 111 101 83' 63 176' 159 145 135 126 114 94 82, 48 110 87 79' 73 69' 61 50 - 134 120 110 90 85- 76 62' 53 155 141 129 120 112 89 73' 63 176 • 159 145 136 128 115 84 73' 8 0 60 97 87 79' 73 69' 61 - - 119 107 98 90 85' 76 62' - 157 141 114 106 99 89 73' 63 178 , 160 147 136 114 102 84 73' 72 97 87 79- 73 - - - - 119 107 98 90 85 76 - - 139 125 114 106 99 89 73' - 178 - 160 130 121 114 102 84 73 ' 78 97 87 79, - - - - - 119 107 98 90 85' - - - 139 125 111. 106 99 89 - - 178 ' 142 130 121 114 102 84 - 90 97 - - - - - - - 119 107 98 90 - - - - 139 125 114 106 99 - - - 159 ' 142 130 121 114 102 - - 24 102 91 83 77 . 72 65 47 41 125 112 103 95 89 80' 66 57 146 -131 120 112 105 94 77 67 ' 167 150 137 127 120 107 88' 77 36 103 92 84 69- 65 58 47 41 125 112 104 96 90 71' 58 50 146 131 120 112 106 95 69 60' 167 150 137 127 120 109 89' 69 48 91 82 75 69' 65 58 - - 126 113 92 85 80 71' 58 50 146 133 122 113 94 84 69 60. 167 150 139 129 121 108 79' 69 9 0 60 91 82 75 69/ 65 - - - 112 101 92 85 80 71 - - 148 118 108 100 94 81. 69 - 169 151 139 114 107 96 79, 69 72 91 82 75 - - - - - 112 101 92 85 80 - - - 131 118 108 100 94 84 - - 169 135 123 111. 107 96 79' - 78 91 82 - - - - - - 112 101 92 85 80 - - - • 131 118 108 100 94 84 - - 150 135 123 114 107 96 79 ' - 87 91 - - - - - - - 112 101 92 - - - - - 131 118 108 100 94 - - - 150 135 123 114 107 96 - - NOTE: INTERPOLATE FOR HEADER SPANS AND REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. FOR HEADER REACTION DETERMINATION AND END CONNECTION DETAILS /ANCHORS, SEE SCHEDULE E, SHEET 6 OF 12. APPROVED AS COMPLYING WITH THE SOUTH F *RID BUILDING CODE ' DATE_ ' s� O 2 O 'O PRODUCT CONTROL DIVIS,ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - ?1 ' —i v, c 0 y CO 0 rn co 0) 0) O O co N O v7 V.J. KNEZ H PROFESSION • 'GINEER FL LIc. -e No: PE 0983 Ida 21 10 giV" fde*ign by l V.IK /29/99 dr•...n by MC checked b y� ViKJ drawing no. 00 -917 sheet 10 of 12 05/23/00 10:46 HEADER LENGTH OR SHUTTER WIDTH SCHEDULED NEGATIVE DESIGN LOAD (P.S.F.) MAXIMUM SLAT SPAN USED (IN) HEADER - MAX. LENGTH (INCHES) HEADER TYPE 2" x 3" 07 2" x 4" 10 2" x S" 12 2" x 6" STORM BAR HEIGHT (INCHES) STORM BAR HEIGHT (INCHES) STORM BAR HEIGHT (INCHES) STORM BAR HEIGHT (INCHES) 48 60 72 84 96 120 180 240 48 60 72 84 96 120 180 240 48 60 72 84 96 120 180 240 48 60 72 84 96 120 180 240 24 97 87 79 73 69 62 45 39 119 '' 107 98 90 85 76 62 48 139 125 114 '106 99 89 73 64 159 142 130 121 114' 102 84 73 36 98 88 71 66 61 55 45 39 119'' 108 99 91 85 68 55 48 139 125 114 107 101 90 65 57 159 142 130 121 114 r 103 85 65 48 87 78 71 66 61 55 - - 120 96 87 81 76 68 55 - 141 126 116 95 89 80 65 57 159 144 132 122 115 ' 92 75 65 1 0 0 60 87 78 71 66 61 - - - 107' 96 87 81 76 68 - - 141 112 103 95 89 80 65 - 160 144 117 109 102- 92 75 65 66 87 78 71 - - - - - 107' 96 87 81 76 68 - - 125 112 103 95 89 80 - - 160 128 117 109 102' 92 75 - 72 87 78 - - - - - - 107/ 96 87 81 76 - - - 125 112 103 95 89 80 - - 160 128 117 109 102' 92 75 - 84 87 - - - - - - - 107 / 96 87 - - - - - 125 112 103 95 89 - - - 142 128 117 109 102 92 - - 24 92 83 75 71 66 59 43 37 113 102/ 93 86 81 72 60 46 133 119 109 101 . 95 85 70 61 151 136 125 116 ' 108 97/ 80 70 36 ' 93 84 67 62 58 52 43 37, 113 103 ' 94 87 81 64 53 46 133 119' 109 102- 96 86 62 54 151 136 125 116 ' 108 98' 72 62 48 ' 83 74 67 62 58 52 - - 115 91 / 83 77 72 64 53 - 134 121 110 91 85 76 62 54 151 138 126 117 110 87' 72 62 110 60 ' 83 74 67 62 - - - - 102 91 ' 83 77 72 64 - - 134 107 98 91 85 76 62 - 153 138 112 104 . 97 87' 72 62 66 83 74 67 - - - - - 102 91 ' 83 77 72 - - - 119 107 98 91 85 76 - - 153 122 112 104, 97 87' 72 - 72 ' 83 74 - - - - - - 102 91 ' 83 77 72 - - - 119 107 98 91 85 76 - - 136 122 112 104' 97 87 ' - - 81 ' 83 - - - - - - - 102 91 ' 83 - - - - - 119 107 98 91 • 85 - - - 136 122 112 104 ' 97 87 ' - - 24 88 ' 79 72 68 63 57 41, 35 109 98 89 82 77 70 57 44 127 . 114 105 97 91 82 67 58 145 130 120 - 111 104 93 77 ' 67 36 89 ' 71 65 60 56 50 41 1 - 109 99 90 ' 83 69 62 50 44 127 114 106 98 92 ' 83 60 52 145 130 120, 111 105 94 69_ 59 48 79/ 71 65 60 56 SO - • - 110 87 80' 74 69 62 50 - 129" 116 94 87 82 73 60 52 145 132 121 - 112 93 84 69- 59 12 0 60 79, 71 65 - - - - - 98 87 80' 74 69 62 - - 114 103 94 87 82 • 73 - - 147 117 107' 100 93 84 69 - 66 79' 71 - - - - - - 98 87 80, 74 69 - - - 114 103 94 87 82 " 73 - - 147 117 107' 100 93 84 69- - 72 79, - - - - - - - 98 87 80/ 74 - - - - 114 103 94 87 82 73 - - 130 117 107 100 93 84 - - 79 79/ - - - - - - - 98 87 80/ - - - - - 114 • 103 94 87 82 ' - - - 130 117 107' 100 93 84 - - 4 0 W o .O N N R1 4 sO 0 N N. 85 76 70 65 61 54 39 34 105 94 86 79 74 67 55 42, 123 110 101 93 88 78 • 65 56 140 126 - 115 107 100 90 74 65 86 68, 62 57 54 48 - 39 - 106 95 87 71 66 59 48 42. 123 110 102 94 89 70 57 50 140 126 / 115 108 101 91 66 57' 76 68' 62 57 54 48 / - - 94 84 77 71 66 59 48 - 124 111 90 84 78 70 57 50 141 127' 116 108 90 81 66 57 / 1 3 0 76 68' 62 - - - - - 94 84 77 71 66 - - - 110 99 90 84 78 70' - - 141 113 - 103 96 90 81 66 - 76 68 - - - - - - 91. 84 77 71 66 - - - 110 99 90 84 78 70. - - 126 113' 103 96 90 81 - - 76 - - - - - - - 94 84 77 - - - - - 110 99 90 84 78 - - - 126 113 ' 103 96 90 81 - - - - - - - - - - 94 84 77 - - - - - 110 99 90 84 78 - - - 126 113 ' 103 96 90 81 - - 24 82 73 68/ 63 59 / 46 38 33 101 90 82 76 72 - 65 47 40 118 106 97 90 84 76 62• 48 135 - 121 111 103 97 87 72' 62 36 83 66 60' 55 52 ' 46 38 - 102 91 83 68 64 57 47 40 118 107 98 91 85 68 55 48 135' 121 111 104 98 88 64, 55 48 73 66 60/ 55 52 / - - - 90 81 74 68 64 57 - - 120 95 87 81 76 68 55 • - 136 / 122 112 92 87 78 64' 55 14 0 54 73 66 60 55 - - - - 90 81 74 68 64 57 - - 106 95 87 81 76 68 55• - 136. 122 100 92 87 78 64' 55 60 ' 73 66 - - - - - - 90 81 74 68 64 - - - 106 95 87 81 76 68 - - 136. 109 100 92 87 78 64 ' - 66 73 - - - - - - - 90 81 74 68 - - - - 106 95 87 81 76 68 - - 121 109 100 92 87 78 - - 73 - - - - - - - - 90 81 74 - - - - - 106 95 87 81 76 - - - 121( 109 100 92 87 78 - - 24 79 72 65 60 ' 57 45 37 32 98 87 80 74 70 62 45 39 114 103 94 87 82 73 60 46 130 117 107 100 93 84,- 69 60 • 36 71 63 58 53 ' 50 45 37 - 99 88 71 66 62 55 45 39 114 104 95 88 83 65 53 46 130 117 107 101 94 85' 61 53 48 71 63 58 53 / 50 - - - 87 78 71 66 62 55 - - 116 92 84 78 73 65 53 - 132 118 108 89 84 75 61 53 1 5 0 54 71 63 58 - - - - - 87 78 71 66 62 55 - - 103 92 84 78 73 65 - - 132 105 96 89 84 75 61 - 60 71 63 - - . - - - - 87 78 71 66 62 - - - 103 92 81. 78 73 65 - - 117 - 105 96 89 84 75' 61 - 66 71 - - - - - - - 87 78 71 - - - - - 103 92 84 78 73 - - - 117 105 96 89 84 75 - - 71 - - - - - - - - 87 78 71 - - - - - 103 92 84 78 73 - - - 117 105 96 89 84 75 - - NOTE: INTERPOLATE FOR HEADER SPANS AND REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. FOR HEADER REACTION DETERMINATION AND END CONNECTION DETAILS /ANCHORS, SEE SCHEDULE E, SHEET 6 OF 12. APPROVED AS COMPLYING WfTH THE SOUTH F ORII',BUILDING CODE DAT / �� O✓ zamo BY _ - `7 PRODUCT CONTROL DIV!SION auliDir;G CODE COMPLIANCE FFICE acrrPTLNQE tie — N J 24 if rn ( N _w 1- n Qo _ 0 ¢ Oa r0 Q w atS = z 0 W '- N wCI) z 0 0 C 0 0 as O (design by 1 l V 1N dr awing no. 00 -917 6 6 N cn cr 0 N m 0 7 i y co co n m m 0 m co o 10 0 `W drawn by MC [checked Oy4 VJK 11 sheet 11 of 12 1^1n /7' /nn 10- 46 COPYRIGHT 0 2000 KNEZEVICH & ASSOCIATES, INC. V.J. KNEZ• ' H - HEADER LENGTI4 OR SHUTTER WIDTH SCHEDULE D NEGATIVE DESIGN LOAD (P.S.F.) MAXIMUM SLAT SPAN USED (IN) HEADER - MAX. LENGTH (INCHES) HEADER TYPE 0 2•' x 3" O7 2" x 4" 10 2" x 5" 12 2•' x 6" STORM BAR HEIGHT (INCHES) STORM BAR HEIGHT (INCHES) STORM BAR HEIGHT (INCHES) STORM BAR HEIGHT (INCHES) 48 60 72 81. 96 120 180 240 48 60 72 84 96 120 180 240 48 60 72 84 96 120 180 240 48 60 72 84 96 120 180 240 24 77 69 63 59 55 43 35 31 94 85 77. 71 68 60 44 38 111 99 91 84 79 71 58 ' 45 126 114 104 97 90 ' 81 67 58 36 69 61 56 52 48 43 - - 96 85 69 ,. 64 60 53 44 38 111 101 92 85 71 63 52 • 45 126 114 105 98 91 • 82 59 51 48 69 61 56 52 48 - - - 85 76 69 - 64 60 53 - - 112 89 82 76 71 63 52, - 128 115 93 87 81 73 59 51 16 0 54 69 61 56 - - - - - 85 76 69 - 64 60 - - - 99 89 82 76 71 63 - - 128 102 93 87 81 73 59 - 60 69 61 - - - - - - 85 76 69, 64 - - - - 99 89 82 76 71 63 - - 114 102 93 87 81 73 - — J 66 69 - - - - - - - 85 76 69 , - - - - - 99 89 82 76 71 - - - 114 102 93 87 81 73 - - 68 69 - - - - - - - 85 76 69 , - - - - - 99 89 82 76 71 - - - 114 102 93 87 81 73 - - 24 • 67 61 57 47 42 34 30 92 82 - 75 70' 66 59 42 37 108 97 88 82 77 69 • 57 43 - 123 110 101 94 88 79 - 65 56 36 59 54 50 47 42 - - 93 83, 67 62 • 58 52 42 37 109 98 89 83 69 61 • 50 43 . 123 110 102 95 89 71, 58 50 48 ' 59 54 50 - - - - 82 73' 67 62' 58 52 - - 109 87 79 73 69 61 - 50 - 124 112 91 84 79 71 58 50 17 0 54 r 59 51. - - - - - 82 73 ' 67 62 • 58 - - - 97 87 79 73 69 61 . - - 124 99 91 84 79 71 58 - 60 ' - - - - - - - 82 73, 67 62 ' - - - - 97 87 79 73 69 61 , - - 110 99 91 84 79 71, - - 66 , - - - - - - - 82 73' 67 - - - - - 97 87 79 73 69 - - - 110 99 91 84 79 71 - - 64 - - - - - - - 82 73 • 67 - - - - - 97 87 79 73 69 - - - 110 99 91 81. 79 71 , - - 24 72 - 65 60 55 46 41 33 29 89, 80 73 68 64 - 57 41 36 105 94 86 80 75 67 55 42 120' 107 98 91 85 77 63/ 55 36 65 • 58 53 49 46 41 - - 90' 71 65 60 56, 50 41 - 106 95 87 71 67- 60 49 42 120. 107 99 92 86 69 56, 49 18 0 48 65 • 58 53 49 - - - - 71 65 60 56' 50 - - 91. 84 77 71 67- 60 49 - 121' 108 -- 82 77 69 56, 49 65 ' 58 - - - - - - 71 65 60 56 ' - - - 94 81. 77 71 67/ 60 - - 121' 96 88 82 77 69 56 - 65' - - - - - - - 71 65 60 - - - - 94 84 77 71 67 • - - - 107 96 88 82 77 69 - - 71 64 -, 58 48 44 40 32 28- 87 78 72 66 62 55 40 35 102 92 84 78' 73 66 47 41 116 105 ' 96 89 83 75 62 47' 19 0 63 63 56' 56' 51 51 48 - 44 - 40 - - - - - 88 78 69 69 63 63 59 59 55 55 49 49 40 - - - 103 92 93 82 85 75 69. 69 • 65 65 58 58 47 - 41 - 116 118 106 • 94 - 97 86 90 80 84 75 67 67 55 55 47 - 57 63 - - - - - - - 78 69 63 59 - - - - 92 82 75 69/ 65 58 - - 105 94 80 75 67 - - 24 69 62 57 ' 39 32 • 27 85 76 70 65 60 39 34 99 89 82 - 76 71 64 40 114 102 87 81 73 60 . 3C 69 55 50 - 39 32 ' - 85 76 70 57 53 39. 34 99 90 83 • 76 71 57 40 111. 102 88 82 71. 53' 36 61 55 50' 39 - - 68 62 57 53 39 . - 101 83 •- 68 63 57 40 114 103 88 82 65 53' ,- O 0 42 61 55 50• - - - 76 68 62 57 53 - 101 80 73 - 68 63 57 115 103 78 73 65 53 48 61 55 50' - - - 76 6C 62 57 53 - - 89 80 73 68 63 57 - 115 92 78 73 65 53' 61 - - - - - 76 68 62 57 - - - 89 80 73 - 68 63 57 - 102 92 81. 78 73 65 - 68 60 55 45 / 38 • 31 27 82 74 68 63 59 38 33 97 80 74 70 62 39 111 100 91 85. 79 72 ' 59 60 53 49 45' 38" 31 - 83 75 68 56 52 38 33 97 81 75 70 55 39 111 100 91 86. 80 72" 52 ,� 60 53 49 45, 38 • - - 66 60 56 52 38 - 98 71 66 62 55 39 111 101 86 • 71 64- 52 2 ( 60 53 49 45 • - - - 71. 66 60 56 52 - - 98 78 71 66 62 55 112 101 82 76' 71 64• 52 3 60 53 49 - - - - 71. 66 60 56 52 - - 87 71 66 62 55 - 112 89 82 76 71 64' 52 53 60 53 - - - - - 71. 66 60 56 - - - 87 78 71 66 62 55 - 100 89 82 76' 71 61. , - 24 66 59 41' 37 30 26 81 72 67 62 58 37 32 95'' 85 78 72 68 61 38 108 97 89 83 78 ' 70 57 30 58 52 41 37 30 - 81 73 59 54 51 37 32 95' 86 79 73 68 54 38 108 97 89 81. 78 ' 70 51 •• 0 36 42 58 58 52 52 41 ' - 37 - - - - - 81 72 64 64 59 59 51. 54 51 51 37 - 96' 96 ' 86 76 70 70 64 64 60 60 54 54 38 108 110. 98 98 90 80 84 74 69'' 69' 62 62 51 51 48 58 52 - - - - 72 64 59 54 51 - - 85 76 70 64 60 54 - 110 87 80 71. 69' 62 51 52 58 52 - - - - 72 64 59 51. - - - 85 76 70 64 60 54 - 97 87 80 74 69/ 62 - V.J. KNEZ• ' H PROFESSIONA E INEER FL LIc = • e No: PE O• •983 / / LUUU scale drown by AS NOTED INC design by 1(cn•ch•o by VJK 1 l( VJK orevnnq no _0_0- 9 _ sheet 12 of 12 1 APPROVED AS COMPLYING WITH THE NOTE: INTERPOLATE FOR HEADER SPANS AND REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. SOUTH FLORIDA BUILDING CODE FOR HEADER REACTION DETERMINATION AND END CONNECTION DETAILS /ANCHORS, SEE SCHEDULE E, SHEET 6 OF 12. C+T • 200D BY PRODUCT CONTROL DIVISION BUILD:W.: CODE COMPLIANCE OFFICE ACCEPT. :CE NO. 60-0,t-6•// c 0 C = oW z - o �+ f 0 a y w a UD m IA 0 co CO CO 0 05/23/00 10:46 Stormwise Concepts, Inc. - - ACCEPTANCE No.: 01- 0502.06 APPROVED 06/252001 D2IRES 06252006 NOTICE OF ACCEPTANCE: SPECi iC CONDITIONS 1. SCOPE This approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed•the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -800, titled "Stormguard Accordion Shutter", prepared by Knezevich & Associates, Inc., dated July 23, 1996, last revision #6 dated June 10, 1999, sheets 1 through 6 of 6, signed and sealed by V.J. Knezevich, PE., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING • Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Applicationforbuildingpermit shall be accompanied by copies of the following 6.1.1 ThisNotice of Acceptance. - 612 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components_ selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system_ Stormwise Concepts. Inc. ACCEPTANCE No. 01- 0502.06 APPROVED 06/25/2001 EXPIRES 06/25/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been fried and the original submitted documents, including test - supporting data, engineering documents, are no older than eignt (8) years. ?. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. Tne product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed,then itshall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be providedtothe user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineerneeds not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9: This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE g 4. Helmy . akar, P.E.- Product Control Examiner Product Control Division 47 N N 0 0 0 tn N 0 01 O 0 0 m .0 hP m CC 0 0 m u c u 0 O 0 0 N / 0 u F. N 0 0 0 0 O N 0 0 1 11 ..055 12 • 076 HEADER -CLG. MOUNTED SCALE: HALF SIZE 05/10/02 15 :21 co N 048 13 3 999 4 1.7R ® ADAPTER SLAT SCALE: HALF SIZE 2 420 966 . 875 1 1 .---- 1 4831 I1 ►tl t1 • .055 12 • 076 13 • 097 O 1 O tl p4 OHEAD ER -WALL MOUNTED SCALE: HALF SIZE t 3.4.4 7 743 0 1 25 GENERAL NOTES; 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE INCA/ BY MIAMI -OAOE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCOROANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98. A DIRECTIONALITY FACTOR OF KC -1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC ANO 00 NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE COOE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN ANO THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL V010 THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONOITIONS DEVIATE FROM THESE APPROVAL. DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED ANO SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL ANO JUSTIFY THE DEVIATION. SAIO DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. BI REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR ANO SECURED FROM THE MIAMI -OAOE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS. ONLY OPTION - B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: STORMWISE CONC INC MIAMI. FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED •0 e 0 107 • J 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER IVERT.I. LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 12. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 33 K.S.L. U.O.N. POP RIVETS•TO BE 3/16 "0, 5052 ALUM. ALLOY. U.O.N. 13. TOP ANO BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. - 11 ..055 12 • .016 t3 • 175 O BUILD -OUT WALL HEADER 2a SCALE: HALF SIZE 0 3 840 MAX ml °1 N -t .2483 .060 i 1840 0 870.483 9 ! . 1 = 1 t2 w.ITYma rt 2I 1 1 2 0 2.775 2.586 0 N N ,-.165 1.0. .285 013. 060- .060. ! 080 .250 r-r � `' 9911.9 ` 7.391 1.891 © CENTER MATE 1 9 SCALE: HALF SIZE 2 M11.4 - 5 MAX (D ANGLE 11 SCALE: HALF SIZE 91 522 - .0600 O !ti c O 1 1 II N �7• ^ I1 N 9 I1 10 326;0.620 181.0 1 ,060 w-060 (OPTIONAL) 0 OLOCK ING CLIP 1 SCALE: HALF SIZE 11 0 an In 0 O SILL -WALL MOUNTED 3 SCALE: HALF SIZE 2 420 - r 91 1 - 620 i 1' 1 } ' `t11I O' O CENTER MATE 2 10 SCALE: HALF SIZE STAINLESS STEEL 1%32 SSEMBLY NOTE . LON RIV ( T E D IN PL 1.100 I -.251 TYP. AT EVERY OTHER INSIDE JOINT AT TOP. ° ROLLER ASSEMBLY SCALE: HALF SIZE WALKOVER 5111 O ROOR P O MOUNTED I I 230 3 MAX. TOP 1685 1 r i 465. 600 520 N P' '0 J1 • 055 - ' I .1 1744.1 1 01 N -■•4 1.30 375 r .375 115 I I � ADJ. S1LL -TOP SCALE: HALF SIZE 0 7. N 0 -•- 18 230 BOTTOM CARRIER BUSHINGS SCALE: FULL SIZE . 360.318 550 1 1 x•.150 . 080 •3.21.5 3.049 055 - ITYO I 1533 ADJ. SILL -BOT. SCALE: HALF SIZE () CENTER MATE 1 Pm LOCXING ROD) SCALE: HALF SIZE - 0.505" R '-0.315 R 956 1 517 , I II .222x r I nI O I I m . II • • 3761I 4813i • 376 1400 � l C)90 . END SLAT SCALE: HALF SIZE © INSERT SCALE: HALF SIZE FLAT END SLAT SCALE: HALF SIZE 097 1 • 0.200 1 250 1 985 LOCi I j LOCKING ARM ALIGNMENT INSIDE HANDLE ° BUSHING (NYLON) 10SHIM (NYLON) SCALE: HALF SIZE 16 SCALE: HALF SIZE 050 095- 95 1 1 I 282 : ! 282 1 I 1x54 11 7 101 O TYP. SLATS SCALE: HALF SIZE 1.L2i- 942 O CENTER MATE 2 SCALE HALF SIZE 3 1.65• CO 0 I•t (Wl LOCXING ROO) 1I8- THICK STAINLESS STEEL O 14 LOCKING ARM SCALE: HALF SIZE 0) i 0 a KNEZEVICII 1► �t0FESSI0NA4&IGINE ER a Lksn.. ' „ bot°Su PRODUCT REVISED u complying with the Florida Budding Code Acceptance No 1 - 1.0.0"1 Expiration Date F.Wii1, By • A.. /M ` I OM (oes /qn by v NI 1 aat• 07/23/19961 10r•rn Oy MCA 1cn.14•0 nyl VIA ora••8n0 no 01 -800 0. to Ul O O O N v1 N O a 7 O- N rn O O s .0 7 . � N CO O O m O C 0 C 0 v m E 0 0 ).- vo 0 O vi CI Z a a vs 4 a a. N SEC .ION BOTTOM TRACK TYPICAL ELEVATION N.T.S. FASTENER p 24. O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) O ITYP.) LOPTIONAL DRILL 5 /8 - e MOLE FRO BOTTOM OF EXTRUSION . BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ITYP) 05/10/02 15:21 SEE FASTENER SCHEDULE PLAN VIEW i TOP TRACK ALT LOCATION OF LOCKING MECHANISM AT SIOE - - -� L_ LOCKING MECHANISM CAN BE (E4 18 ABOVE OR BELOW CENTER ISEE NOTE 6) SINGLE ARM LOCKING MECHANISM AT CENTER OR SIOE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER MIN. SHUTTER SEPARATION FROM GLASS. ISEE SCHEDULE SHEET S). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. - 1 11 INSIDE CLOSURE "T" HANDLE w/ $ HIM TYPICAL PLAN VIEW SCALE: 3" • r - 0" 3/1." MIN it ) -1/2" MAX. JOINT BETWEEN REMOVABLE ANO FIXED SILL PLAN VIEW 1 Y 1 • 1/B" ALUM ANGLE W/ 3/16 POP RIVETS @ 6" O.C. REMOVABLE FLOOR TRACK DETAIL SCALE : 3 ". V - 0" EXISTING GLASS — O ITYP.) 6 -1/2" SECTION j �2_vl I 11 2 i -- --y 11 SINGLE ARM LOCK N:T.5. - SINGLE £RM LOCKING MECHANISM AT CENTER OR SIOE OF SHUTTER LOCK MAY BE INSTALLED ON INSIOE OR OUTS)OE OF SHUTTER SINGLE ARM LOCK N.T.S. FASTENER (EI 24" O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHORI. pap ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE FASTENER 'TYPE 4• SEE SECTION B oN SHEET 3 FOR COMPLETE INFORMATION SINGLE ARM LOCXING MECHANISM AT CENTER OR SIOE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER FASTENER (an 24" O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR/. O ITYP USED MBTK PIECES 0 AND 0© LOCKING PIN SCALE: 1 -1/2" • T -O (DOES NOT REPLACE SINGLE ARM U000 OPTIONAL CLOSER HANDLE N.T.S. (DOES NOT REPLACE SINGLE ARM LOGO OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER MIN. SHUTTER SEPARATION FROM GLASS. ISEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INSIDE CLOSURE "T" HANOLE W/ I MIM 10 OPTIONAL PLAN VIEW SCALE: 3" • 1' -0" SI ( CARRIER BUSHING 12 —7/16" 0 0 ■ 0 6J LONG NYLON TQf BUSHING FASTENER (A 24 0 C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). N10 . 2" SMS MANUFACTURED FROM N1.10HT OR 16 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING L L60 "0 . 050" THICK 100 SERIES STAINLESS STEEL WASHER ITYP TOP L BOTTOM/ 7 1 y1 I — 3/8" 0 0 • 0.90 LONG NYLON BQQQ_ BUSHING 12 N10 Y 3" SMS MANUFACTURED FROM NL10HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING L .L60 "0 Y .050" THICK 300 SERIES STAINLESS STEEL WASHER ITYP TOP L BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE EXISTING/ GLASS J 6a r MIN PRODUCT REVISED as a mptying wits the Florida Balding Code Acceptance No t/1 -OS Expiration By M . iDa D vision Precinct CI tml VJ. KN PROFESS R. Lowe. ER 10941 2002 [se 00 AS NOTED Idizoo (a.•pn by t v iK cb 1I) [bate, 01/23/1996] drawn by MCR CM[1Od � t VJK br.v.na AS. 01 -800 sheet 2 of 6 E o. t0 O N to O N O O U1 O m 0 o 0 CP ri O O OD 0 .0 3 PI TO O O O u 0 O U m E O In ■ coy 0 0 O VI 0 O N O O U c O 1111 11111 Lai log � aa� MIN SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET S1 GLASS OR 000R W u 0 W I1 /2 WALL MOUNT SECTION SCALE: 3" = 1' -0" GLASS J OR 0009 0 5/10/02 15: 21 EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANGNOR SCHEDULE. TYP FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 5' BUT 00 NOT EXCEED 6" SPACING 8 CONT. 1/2 1/2 CONT. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1' 5/8" MAX. 1/2 Two 1/L -20 MACHINE BOLTS w/ NUT OR 911. TEK SCREW (a tY 0.C. ITYP TOP 1. BOTTOM) M1N. SHUTTER SEP ARATtON FROM GLASS ISEE SCHEDULE SHEET 5I REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR.FROM BOTH ANGLES ITYP FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5' BUT 00 NOT EXCEED 6 SPACING �. 1/2" EMBED. 5/8 MAX EXISTING CONCRETE MASONRY OR 4000 STRUCTURE SEE ANCHOR SCHEDULE. TYP F ASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 1• a CDNT, ROLLER ASSEMBLY 0 TYP. EVERY OTHER PIN r n CONT. 1/21 CONT. 1/2 I/L MA ® BUtLD.OUT L MOUNT SECTION 0 CONT NOT BOTTOM MOUNT DETAIL MAY BE USED AT TOP. 1 /L" MAXI I5/8 11/2" 3/16 POP RIVET OR •12 TEX SCREW (8 6" 0.C. ITYP .1 O LDS ASSEMBLY r•raI/8 ALUM ANGLE W/ 3/16 "0 POP RIVETS CO 6' O.C. MIN SHUTTER in_ SEPARATION FROM GLASS ISEE SCHEDULE SHEET 51 GLASS OR 0009 FASTENER. SEE ANCHOR I SCHEDULE REFERENCE CONNECTION 'TYPE 4' 1 /L -20 MACHINE BOLT 4/ NUT @ 12 0 C. ITYP TOP 1. BOTTOM) ROLLER ASSEMBLY 0 TYP EVERY OTHER P1N O 1 /L" MAX O \ ) 9 -3/16" MAX • �� ALT. ANGLE LEG DIRECTION. MAX (XIS TING CONCRETE. MASONRY OR 4000 STRUCTURE SEE ANCHOR SCHEDULE. TYP t0 r0 / /8 MAX. EXISTING CONCRETE. MASONRY OR 4000 STRUCTURE SEE ANCHOR SCHEDULE. TYP FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 3' 3/ 6 POP RIVET @I 6 O.C. ITYP.) ® CEILINGIINSIDE MOUNT SECTION SCALE: 3" • 1 -0" L 114" MAX. 1 1/L - MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/1 OFF CENTER REFERENCE CONNECTION 'TYPE 4' EXISTING CONCRETE. MASONRY OR 4000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. GL•SS OR ODOR GLASS OR 000R- 0 0 1/2" MIN. SHUTTER SEPARATIONF90M GLASS SEE SCHEDULE SHEET 5 2 -7/8 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' ` - ® TYP. TOP L BOTTOM 5/8 MAX. FASTENER. SEE ANCHOR SCHEDULE• REFERENCE CONNECTION 'TYPE 2' ®BUIL D -OUT MOUNT SECTION SCALE: 3" • 1*-0" 114" MAX z 4 a IC W X 4 1 /L- MAX W. u ; WIQ Wr u?' OIN W10 z a. NW 3 N O 45' X � W 1w W N EMBE ,_.® CONT - FOR LARGER SPANS USE T40 r • S - AL ANGLES ISLE SCHEDULE 1 TYPE CI MIN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 51 3 -3 /6 MAX. ALT. ANGLE LEG DIRECTION ITYP. MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 2' 1 /L -20 MACHINE BOLT 4/ NUT co 12 0.C. ITYP TOP L BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 2' 0 CONT. - FOR LARGER SPANS USE TWO 2 - .a 5" AL ANGLES ISEE SCHEDULE 1 TYPE C) 5/8" MAX. ® BUILD.OUT MOUNT SECTION SCALE: 3" • V -0 FASTENER. SEE ANCHOR! SCHEDULE REFERENCE CECTIO 'TYPE 1' BUT ONN 00 NOT N EXCEED 8 -1/2 SPACING 1 /L MAX 1/1." M AX. O 7 TOP L BOTTOM G FLOOR MOUNT SECTION G SCALE: 3" a 1• -0" 0 0) 0 , GLASS OR 0009 --. W u 0 W • �ti 1 /1. MAX. 16 EMBED EXISTING CONCRETE MASONRY OR 4000 STRUC SEE ANCHOR SCHEDULE. TYP Y • 2 • 050 ALUM TUBE TYP TOP L BOTTOM 1 - )/ 1 6 - n•x 5/8 MAX 1 /2 •• 0 1 /L" MAX MIN 51 SEP ORA TION sacoA GLASS ISEE SCH(OULE SHEET SI O 1 /L MAX FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' BUT 00 NOT EXCEED 8 -%/2 SPACING O BUILD -OUT MOUNT SECTION SCALE: 3" • P -0'• FASHO SCHEDULE TENER• REFERE ANC NCE R CONNECTION 'TYPE 3' EXISTING CONCRETE. MASONRY OR 4000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. By ml r . c roduct C 4 • roi Mion PRODUCT REVISED ax comp/yin with the Fiorids Belding Code Acceptance N o Expiration ecD 20 O 0 u 0 0 z I••• 0 .4 0 z 0 0 V 01/23/199E1 (star• ` •S NOT(® 1design by t ` V!K J [Craton 09 MCI) 1 Y.11.7) eray.ng no 1 . 01 -800 1 sheet 3of61 N 0 0 In 0 Cr 0 J cr. 0 co o O o N CO CC 0 0 CO 0 U 0 O 0 N 0 J: u c 0 0 u 0 O O 1 THREE 5/16 - e CALK -IN (m 3 -1 /e- O C ■/ 1 MIN EMBED IN CONC. OR HOLLOW BLOCK w/ 3-3/4 - MIN EDGE OIST GLASS OR DOOR GLASS OR DOOR THREE S/16 - 0 CALK -1N (m 3 -1/5 0 C W/ 1 MIN EMBED IN CONC. OR HOLLOW BLOCK W/ 3 -3 / mew. EDGE DIST 05/10/02 15:21 11 ALUM. BEAM & SHUTTER SCHEDULE OESCRIPTION SPAN 2 - =5 T..-.125 T f • 125 2 - = e T. • .072 7f . .224 2 It 9 Tr = .072 - Ti ..224 V -0 B' -0 10' -0 5' -o e'-0 10' -0 5' -D" e•_o 1o' -0 BEAM SPAN 9'- 7•-6 1L•-0 1V -0 1r -1- 15' -5 13' 12' -3 EXISTING STRUCTURE MIN. SHUTTER SEPARATION FROM GLASS ISE( SCHEDULE SHEET 51 OTOP SUPPORT BEAM DETAIL SCALE: 3" • 1' -O" NOTE: 1. USE BEAf.SCMEj1,ULE FOR DETAILSOSANOV ). 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM C OF SUPPORT TO (OF SUPPORT. MIN. SHUTTER SEPARATION FROM GLASS L ISEE SCHEDULE SHEET 51 ° MAX MAXI•+^/ ALT LEG DIRECTION 2 . 3 • 114 . 0' -e b063 -T6 ALUM ANGLE THREE -1 /6 THRU BOLTS 1 MIN r T. r l I 3/16 - e POP RIVET OR •12 TEK SCREW (e1 6 O.C. L A O5 ASSEMBLY -- r (MAX. DESIGN LOAD : 72 PSF) ACCESS • HOLE --. I Tf -.i✓ Tf L TIC I r MIN. 2 • 3 • 1/6 • 0• -e 6063-T6 ALUM ANGLE THREE -1 /4 - e THRU BOLTS ALT. LEG OIRECTION (MAX. DESIGN LOAD 1 72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE: 3" = 1' -0 ALUM BEAM ISEE BEAM SCHEDULE BELOW FOR BEAM OESCRIPTION L MAX HORIZONTAL SPANSI 1/L -20 S.S MACHINE SCREW 4 NuT (f0 12 0 C USE THRU BOLT OR ACCESS LE A5 SHOWN IN OCTAIL J 1 /L MAX O 3/16 - 0 POP RIVET OR 012 TEK SCREW (!s 6 O.C. AL. BEAM ISEE BEAN SCHEDULE ABOVE FOR BEAN OESCRIPTION !. MAX. HORIZONTAL SPANSI 1/4 -20 5.5. MACHINE SCREW 1. NUT (f0 12 O.C. PROVIDE re ACCESS HOLE IN BOTTOM OF BEAM OR USE THR M BOLT AS SHOWN IN DETAIL GLASS OR 000P PLYWOOD AND STUCCO FINISH MIN SHUTTER N FROM SCP•R•Tro GLASS C EDULE l SHEET 51 5/8" MAX. 11 1 /4 MAX L 1 /6120 S.S. MACHINE SCREW L NUT (A 12 O.C. PROVIDE re ACCESS HOLE 1 BACK SIDE FOR FASTENING TWO 1 /4 S.S. LAG SCREW (m 26 0.C. MAX. W/ 1 -3 /L PENETRATION IN CENTER OF STUDS ■3 ■ve"OR r•L - •1 /e 6063-T6 ALUM. TUBE (MAX. DESIGN LOAD: 72 PSF) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" 0L•55 OR 0000 -- PLYWOOD AMO J STUCCO FINISH ���JJJ MIN SHUTTER SEPARATION F00M GLASS r ISEE SCHEDULE SHEET 51 EMBED r 5 /e (� \ MAX �3 ;Iz1 - I_ \ - -v— \ 2 • 6 P.T. w000 PLATE (MAX. DESIGN LOAD :72 PSF) 4 a 4 x I 1/I. MAX FOR W000 PLATE USE 1/6 S.S LAG SCREW w/ 1 -3 /L PENETRATION INTO WOOD PLATE (B 12 0 C TWO 1 /L S 5 LAG SCREW (lo 26 - 0.0 MAX. .1/ 1 -3/6 PENETRATION IN CENTER OF STUDS ® WALL MOUNT SECTION - USING 2" x.6" WOOD PLATE SCALE: 3" • 1' -0" PRODUCT REVISED as complylne rich the Florida Bolding Code Aereptauce 0'} 0 rip .d -f Expiration Dat BY M mi N .. p . net Cont Di ision we V + O 2 Z7: 74 174 o W or Du) 2 0 O cnO 0 O VJ. KNEZEVICH P 0Ff3SioNAL ENGINEER 7 .1 9•a3 ,1,.11x e ©aooaac Dire 07/23/1996 salt AS NOTED 1e sign by t VIK Z cc a V O 5 2002. er•..n by MCR 101 OO OO D y V /K Or •..nq ne. 01 -800 L sheet 4. of 6 1 N cv TYPE A ALL MOUNTING CONDITIONS � EXCEPT OL6A.7 1FT - 041 NE6 0331614 LOAD IPSF1 30 0 30 0 60 0 AO 0 37 0 36 0 61S 63 3 66 • 67.3 71 7 1S 0 61 A. 66 0 01.0 100.0 170 0 170.0 130 0 100.0 130.0 766 0 170.0 100.0 130.0 200.0 710.0 13 - 1 11 - 0 13 - 1 12 - 11 12 - • 12 - 1 11 - 7 11 - 10 - 11 10 - 9 10 - 3 9 - 0 - 11 6 - 7 6 - 3 t - 5 e - 0 7 - 3 5 - S- • - 10 • - 6 . - 3 . -0 3 - 10 3 - 7 3 - 5 MAXIMUM ALLOWABLE SPAN SCHEDULE 1Y14 0 DE 1 AIL © 011 OCTAIL © W/ SINGLE ANGLE REQUIRED 3 -3/0 MAX. 0.0. IFT - NI It • • 10 - 0 9 - 9 • 0 3 . 7 0 - 6 0 - 3 0 - 3 0 - 7 - 7 -0 S - 9 5 - z • - 9 . - • - 3 - 10 3 - 7 3 - . 3 - 2 3 - 0 2 - ID z - 13 TYPE C DCT•R 0000LE •14610 REQUIRED 3 -3 /L MAX. e.o IFT - 1141 13 - 13 - 12 - 5 10 - • 9 -7 9 - 0 0 - 7 0 - 0 - 3 0 - 3 -0 7 - 0 7 - 0 6 - L - 3 5 - 5 -2 - 9 . - s . - 3 - 10 3 - 7 3 - • 3 - 2 3 - 0 2 - 10 z -9 TYPE D OCT•)). © •-3/16 MAX D 0 107 . 1141 It - 7 11 - 2 10- it 10 - 0 9 - 7 9 -3 0 - 10 1 - • - 5 1 -5 0 - 2 0 -0 7 . - 10 6 - 6 - 0 5 -5 5 -0 . - 3 . - 0 3 - 3 - 3 - 3 - 3 - 0 2 - ID P 3 In O 0 m oo i 0 0 03 O U V 0 0 v E O 0 r.2 ALUM ANGLE 3 010 TEK SCREWS OR 3- 3/16 ALUM POP ;WETS ITYP.) 2" = 2 . 1/15 ALUM. TUBE 6063 -T6 ALLOY 05/10/02 15:21 FASTENER gt 26 0.C. IUSE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3 = 1*-0" NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL SCALE? 3- a 1• -0 010 . 1/2 GALVANIZED PIS OR 3/16 - 0 ALUM. POP RIVET 1 18 0.C. r = r ..055 1 . 2" It .055 2" • 3 ..055 _ ; 2 . = 055 OR 2" = 5" ..125" AL. ANGLE 0 10 TEK SCREW OR 3/16 - 0 ALUM. POP RIVET @ 21. O.C. ITYP.) Two 114 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ` 2" M ' IN. FASTENER Cm 24" 0.C. IUSE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3 : 1' -0 2" = 2" ..12S" ALUM. ANGLE CONT. ® ALT. CORNER CLOSURE DETAIL SCALE: 3" • 1' -0 NOTES: 1 REFERENCE APPROPRIA COLUMN 104 TABLE 1 BASED ON MOVNTING EON ION IN FifLD 2 FOR DESIGN LOAD OIT BETWEEN T ABULATED VALUES. USE NEXT NIGHER LOAD OR LINEAR INTERPOLATION MAY BE USE° TO DETERMINE ALLOW SPANS 3. ENTER TABLE t wiTH NE GATIVE DESIGN LOAD 70 DETERMINE MAX SHUTTER SPAN L. ENTER TABLE 2 WITH POSITIVE OE51GN LOAD TO 0( vNE MIN. SHUTTER SEPARATION FROM GLASS. 1410 = 1/2 GALVANIZED 5025 OR 3/16 ALUM. POP RIVET (dl 18 0.C. r. r. .055 r r .055'; .055 ; 2" . L" . .055" OR 2" . 5 _ .125" AL. ANGLE 1/1 -20 TRUSS MEAD BOLTS 0. NUTS W/ LOCK WASHERS @ 2L O.C. EXISTING STRUCTURE HALF OF O USE MALE OR FEMALE AS REQUIRED 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY 11/e BELOW CONCRETE) MIN. SHUTTER SEPARATION FROM GLASS )SEE SCHEDULE SHEET 51 { mo t- 1 /4" MAX. ® ALTERNATE FLOOR MOUNT DETAIL SCALE: 3 • r -0" A 0 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIvE 00S10N LOAD Iwl I05F1 30 0 L0.0 50.0 60.0 70.0 80.0 90.0 100.0 •C 70•1, SPAN IFT - IN1 5 -0 7 . 0 0 -0 11 - 0 13 - 1 5 - 0 7 - 0 5 - 0 11 - 0 s -0 7 - 0 6 -0 11 - 0 12 _ 2 S - 0 7 - o e -0 11 - 0 12 - 0 S - 0 7 - 0 9 -0 9 - 6 10 - L 5 - 0 1 - 0 0 -0 11 - 0 12 - 1 5 -0 7 - 0 5 -0 11 . 0 72 - 6 s - 0 7 - 0 8 -0 9 - 0 1 0 - 3 M144 SED•OA TION FR00 INSTALLATIONS GLASS LE SS TNAN 30 •00vE GRADE 1 SI 2 -7/8 2 -7/8 2 -718 I -5/5 3 3 -3 /L 2 - 7/0 2 -7/0 2 -7/0 3 3 -3/L 2 - 1/8 2 -7/8 2 -7/8 2.1/5 2 -7/8 2 -7/5 3 3 -3 /L 2 -7/5 2 -7/8 2 -7/5 3 3 2 -7/13 2 -7/8 2 -7/8 3_1/9 L 2.7/5 2 - 7 / 8 2 -7/8 3 -3/8 3 -7/5 2 -7/8 2 -7/8 2.7/8 3 3 MIN SEPARATION FROM GL ASS FOR INSTALLATIONS GREATER THAN 30' A80VE GRADE IINCN(SI 1 - 1/7 1 .5/8 2 -v5 2_ 3/6. 1_1/7 1 -5/5 1 -5/9 2 -1 /U 3 1.1/2 1 -5/8 1.3/1 3 2 -1/7 3 - 3 /L 3 1.1/7 1.5/8 1 -3 /L 1 -3 /L 3 1.1/2 1 -5 /5 4.7/5 2 - 1 /L 2 -5/8 1 .1/2 1.3/1. 1 -7/8 3_4/9 1 -1/7 1.3 2 3 -3/5 1 -1/7 1 -3 /L 2.3/2. 3 EXISTING STRUCTURE MIN 3.000 PSI CONCRETE CONCRETE FASTENER @ 8 0 C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED Si COED plying with the Horida Bidding Code 4' AceeptaDer No 02-0 riO. 0 Expired°. Date Suet 3 {. BY I Dade Prod Division :v 74 0 d W V g 01 O1 • CI W M � W X o 1 2 C • W 5 a, = gy fa...on by t VP( 8 3 ( 07/23/1996 •c. �(a•a1.n by AS NOT(p t M(R rch0C4.a by V 7X arOr.ng n0 01 -800 sh eet S of 6 E .ii 0 N O 0 u1 O Q 0 a v 1.D O 0 0 m .0 N CC 0 0 0 0 u c 0 c 0 v E 0 N 0 u 2 c 0 • o 'u 0 N a 0 0 a L7 ec 6 o: N r 12 12 12 7 7 12 11 12 9 12 7 12 6 12 6 6 5 1. 3 3 11 9 7 6 6 L 11 5 r 3 12 12 7 3 5 7 11 5 4 9 3 8 L 1 i 3 8 I. 11 5 10 4 3 3 1. 121 7 3 1- 12 12 12 6 8 4 12 7 3 4. 12 12 9 3 8 9 7 6 5 3 12 11 9 7 4 12 7 3 4 12 12 8 315 7 11 4 10 3 9 6 5 4 3 9 L 12 12 12 8 12 12 12 6 12 12 11 5 9 12 10 5 3 12 10 8 7 7 s 4 12 12 7 1. 12 7 3 L 5 10 5 / 3 3 9 12 12 9 12 9 12 9 12 9 5 3 12 11 10 4 3 11 6 8 10 5 7 10 5 7 10 5 7 10 5 7 6 3 3 5 3 12 6 11 5 8 1- 4 % 10 10 5 //ii 10 r /. ®�0�0 ©��� //Z 1.2 8 7 �� WA ` � /� 111111111111THEMENEFAI 5 3 EZBEreY< 5 3 r2 G2 % DL'! % %2/ /.' /. %� n 12 12 8 3 5 12 12 7 3 5 5 10 4 11 126 3 1. 7 11 5 4 3 3 8 4 6 11 5 / 4 9 4 % 3 8 1. 3 8 4 A d 3 8 4 3 8 12 12 6 8 12 10 1. 6 12 8 4 5 12 6 3 4 12 12 9 12 12 7 6 11 6 12 12 8 3 5 5 10 5 3 9 3 9 1. 3 9 4 #r INIMIEGIXEMEISHMEICICIREIED11210 3 7 3 24 EIREIBIEM Alfl . 3 a©oaoao©©mmo©moo© f omiooMi ©a�rmmo ©©aa ©i2 ao 9 � vAIMMO© ©2 i� r 5 3 2mM�BEIMMEilIEI44iiiIS i %� 10 10' 6 12 12 12 10 3 9 4 5 8 5 3 7 4 ranocuran 12 12 6 3 4 6 10 1. A 3 4. 51. 3 7 3 4 8 1- 3 7 3 3 7 3 3 7 3 12 12 6 12 11 5 12 10 1. 12 7 3 6 12 12 8 3 5 7 12 7 3 4 3 9 5 12 12 12 12 12 7 8 7 5 12 12 10 3 7 6 5 5 1. 11 4 11 7 12 12 5 5 8 3 3 3 5 4 11 5 12 12 12 12 12 5 7 7 7 12 813 1- 415 4 12 7 3 4 1- 6 4 3 8 % ► 3 9 4" 3 3 9 1- 121121 9 112 12 12 10 110 10 4 12 7 7 12 12 12 12 12 12 1 12 12 12 12 8 8 7 12 6 3 6 12 12 12 102 12 12112 12 9 12 7 6 7 12 6 3 6 12 12 12 112 12 12 12 12 7 12 316 7 12 6 3 6 121212 10 9 1210 7 1 12 6 3 6 7 12 6 3 6 9 12 10 7 9 12 10 5 7 9 12 10 5 12 12 5 8 1212 9 1. 5 12 12 8 3 5 5 10 5 3 12 12 12 7 9 12 12 11 4 6 12 12 10 4 12 10 1- 6 12 12 7 3 4 7 1 1 6' 3 3 9 4 3 12 12 12 5 7 1212 8 3 5 8 12 7 314 3 1- 10 5 3 3 9 1- 3 12 12 10 4 6 7 12 7 3 4 5 11 6/ 3 3 10 5 3 12 8 3 5 6 11 6 ®M© L ©�E © ®0 4 0 3 10 12 8 3 1. 3 10 5 3 3 10 5 3 3 10 5 3 1 9 ©�G© m m3 105 U a ©3105/ ©31059 ©3105% 11 10 11 12 8 12 5 4 12 5 6 7 12 12 8 3 6 8 127 3 3 12 12 12 6 8 12 12 10 4 6 10 3 12 5 7 9 12 8 3.5 6 MIN. 3' EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO 5 -8 8 -0" 9' -0" (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION TYPE 11213 112131415 8 11 12 12 9 4 6 612 6 3 5 9 12 7 3 4 4115 4 5 12 6 3 4 4 11 5 3 1. 11 5 A3 1212 9 1. 5 1. 12 7 3 1. 1. 11 8 8 4 6 7 3 5 12 12 CONNECTION TYPE 112 13 1 12 12 11 5 12 9 7 SPANS UP TO 13•-1" (SEE NOTE 1) CONNECTION TYPE 1 12 1311- 15 W z 0 u ANCHOR TYPE _ III 111111 11111111 111111111111:- 1 /4"m ITW TAPCON W/ 1 -1/4 MIN. EMBEDMENT (MIN. 3.100 P.S.I. CONCRETE) * ELCO MALE/ FEMALE - PANELMATE" W/ 1 -1 /4 MIN. EMBEDMENT 1. 1/1. -20 MACHINE SCREW WITH NUT (MIN. 3.000 PS.L CONCRETE) 1 /t "m POWERS CALK -IN w/ 7/8 EMBEDMENT L 1/1. -20 STAINLESS STEEL MACHINE SCREW (MIN.3.000 PSI CONCRETE) o 1 /1."m POWERS 2AMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) : I•, I111111111NI1U111I11111111111N> 1/4 m ITW TAPCON W/ MIN. EMBEDMENT ttttttttttttt * t / t " m 11 E MALE/ FEMALE "PANELMATE" w/ 1 -1 /4 MIN. EMBEDMENT L 1/1. -20 MACHINE SCREW WITH NUT 1 /4"0 POWERS CALK -IN w/ 7 /B" EMBEDMENT b 1 /t -20 STAINLESS STEEL MACHINE SCREW U -� LOAD (w) PSF MAX. (SEE - NOTE 1) L8.0 WARCHIM 1/1."m POWERS VIAg ZAMAC NAIL -IN W/ 1 -1/8" iimagmarg MIN. EMBEDMENT CONNECTION CONNECTION CONNECTION CONNECTION TYPE TYPE TYPE TYPE 1 1213 1 415 112 13 1415 112 131 415 112131415 62.0 12 72.0 92.0 210.0 48.0 62.0 72.0 92.0 210.0 48.0 62.0 72.0 92.0 210.0 48.0 62.0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO 5 -8" 8' -0" 9' -0" 13' -1" (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) 12 3 12 12 11 5 12 12 9 3 12 12 12 12 7 12 12 12 7 12 6 3 6 72.0 12 92.0 9 210.0 3 48.0 12 62.0 12 72.0 10 92.0 6 210.0 48.0 12 62.0 12 72.0 12 92.0 9 210.0 3 48.0 12 62.0 12 72.0 12 92.0 8 210.0 3 48.0 12 121 9 62.0 11 11 72.0 10 10 92.0 6 210.0 4 5 10( 5 712 05/10/02 15:21 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS 0 0 0 ANCHORIYPE e 1 1 1 1 1 11 1 1 1 1 11 1 1 1 11 1 1 1 1 1 1 1 111► 1 /t. W000 LAG W/ 1 -3 /1.." MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO wOOD GRAIN LOAD (W ) P SF MA (SEE NOTE 1) 48.0 62.0 72.0 5 4 3 11 8 7 12 12 12 92.0 210.0 MIN. 314' EDGE DISTANCE SPANS UP TO 5•-8" (SEE NOTE 1) CONNECTION TYPE 112 5 12 12 12 12 7 12 12 11 8 7 5 4 7 5 5 3 12 12 10 8 /7 6 SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE 112131415 12'121 12 6 12112 5 SPANS UP TO 9 . -0 . (SEE NOTE 1) CONNECTION TYPE 112131415 5 4 7 12 4 7 1211' 6 12 12 9 12 12 12 7 112 7 12 1 1. 417 3 3 6 / 6 SPANS UP TO 13'-1 - (SEE NOTE 1) CONNECTION TYPE 112131415 10 12 7 12 7 I 71211. 1 1- 7 12, 1. 3 / � / 7 6 6 6 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1. SHEET S. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING, W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT P.LYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING. w000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED wINGNUT. 11. FOR BUILD -OUT MOUNT SECTION D© ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED a complying With the Florida Bolding Code Acceptance NoO1 Or 0 . Expiration Date. 1 By mi Dade • • uet Coetml Division z 1 0 a u N z O 0 0 v O 0 m 0 w EINENNIIIMINIMMIMINb cc w or ccD Du) oz 2O ccE 1- c U Q VJ. KN mo Ft Unns. s c • • 1O l3 5 200 V ar. 07/23/1996 s c M As Norco rd n ssp by 1 VA( co • 0 CO t t draltWeng no. MI A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Stormwise Concepts, .Inc. 4743 NW 72n Avenue Miami, FL 33166 SCOPE: ction materials. This NOA is being issued under the applicable rules and m County Product Control Div s and accepted The documentation submitted has been reviewed by Miami-Dade 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). uct This NOA shall not be valid after the expiration date stated below. than Miami am -Dade County y ser o d the ri o Divisi (In Miami Dade County) and/or the AHJ (in areas other have this product or material tested for quality assurance purse pposes. such stesuduct or the eAHJ fa m in the accepted manner, the manufacturer will incur the exp maely revoke, modify, or suspend the use of such product or material within heir j uC o ntrol Di Bs t is product right or to revoke this acceptance, if it is determined by Miami -Dade County material fails to meet the requirements of the applicable building code. This productis approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HT- Stormguard Aluminum Accordion Shutter , sheets 1 through APPROVAL DOCUMENT: Drawing No. 01-800, titled "Stromguard Accordion S ut c County Product 6, prepared, signed and sealed by V.J. Knczevich, P.E., dated 5/15 g Control Revision stamp with the Notice of Acceptance numbcr and expiration date by thc Miami -Dade County Product.Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the mafa unless otherw noted , cit hs tat n and following statement: "Miami -Dade County Product Control Approved, RENEWAL of this NOA shall be considered after a renewal application ha been this filed dand there has been no change in the applicable building code negatively affecting performance TERMINATION of this NOA will occur after the expiration date or tthere OA ae an endorsement of any in thc materials, use, and/or manufacture of the product or process. Misuse . product, for sales, advertising or.any other purposes shall automatically r t rr NOA this NOA. Failure to comply with any section of this NOA.shall be cause for termination a ADVERTISEMENT, The.NOA number preceded by the words Miami-Dade of thc County, Fl di an d, then e m the expiration .date ay be displayed in advertising literature. If any portion be done in its entirety. - INSPECTION: A copy of this .entireNOA shall be provided to c user by ding _ nuial turcr or its distributors and shall beavailable for. inspection - at the job sitc at thc request o ThisNOA revises NOA # 01- 0502.06 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation-was reviewed by Raul Rodriguez MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 •:MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -290S NOA No 02- 0520.04 Expiration Date: June 25, 2006 Approval Date: June 3, 2002 Page 1 1TAIAMFDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Stormwise Concepts, Inc. -4743 NW 72 Avenue Miami ,EL 33166 Your application for Notice of Acceptance (NOA) of: "HT -100 Stormguard" Aluminum Accordion Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami Dade County Building Code Compliance Office (BCCO) under - he conditions specifiedherein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right - to secure - this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida. Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.-: 01- 0502.06 EXPIRES: 061252006 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDINGCODE COMPLIANCE OFFICE MEMO-DADE FLAGLERBUU.DDING 140 WEST FLAGLER STRE£T,.SUITE 1603 MIAMI, FLORIDA33130 - 1563 (305) 375 -2901 FAX (3 05) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 3752558 CONTRACTOR ENFOR CEMENT DIVISION (305) 375 -2966 FAX (305) 315-2908 PRODUCT CONTROLDIVISION (305) 375 -2902 FAX (305)M-6339 Raul Rodriguez ChiefProduct Control Division THIS IS II:1E COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE - _ . _- _ .... PR0_YED;..0612512001. _ This .application for Product Approval has been reviewed by the BCCO and approved by - the_ Building Code and Product Review Committee to be used in :Miami Dade County, F.londazmderdhe conditions .set forth above. d'u>eG:oi$pia�ice- 4�ce -- - • Stormwise Concepts. Inc. - ACCEPTANCE No.: 01- 0502.06 APPROVED 06/2512001 EXPIRES 06125/2006 NOTICE OF ACCEPTANCE: SPEClr'IC CONDITIONS 2. 1. SCOPE This approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed-the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION This aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -800, titled "Stormguard Accordion Shutter", prepared by Knezevich & Associates, Inc., dated July 23, 1996, last revision #6 dated June 10, 1999, sheets 1 through 6 of 6, signed and sealed by V.J. Knezevich, PE., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING • Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Applicationforbuilding permit shall be accompanied by copies of the following - 611 ?hisNotice of Acceptance. - 6.12 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. . Stormwise Concepts. Inc. ACCEPTANCE No.: 01- 0502.06 APPROVED 06125r2001 EXPIRES 06/2512006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data engineering documents, are no older than eight ( years. ?. Any and all approved products shall be permanently labeled with the manufacturers name, city, state, and the following statement: "Miami -Dade County Product Conn Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. Tne product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. . 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it.shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user bythe manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9: This Notice of Acceptance consists of pages 1,2 and this last page 3. END OF THIS ACCEPTANCE Helmy . akar, P.E.- Product Control Examine: Product Control Division t 0 0 ttl 0 PO J Q rn 3 v O 0 0 co a N CO CC 0 0 CO O u tn 3 c u c 0 v 0 N 0 u c 0 0 0 0 O 0 1 r, ..055 1 P2 • .076 05/10/02 15:21 048 875 4831 O 0 3 991 41.78 ° ADAPTER SLAT SCALE: HALF SIZE * 2 420 1 . 966 t2 -•! .. 1 L.0 S rt2 II 1.1 x1•.055 '2 • 076 '3 • 099 _o P1 ; ■ P HEADER -CLG. O MOUNTED OHEADER-WALL MOUNTED SCALE: HALF SIZE SCALE: HALF SIZE NI ri 0 t of r3JJ of 1 .0 7743 G ENERAL NOTES; 0 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DAOE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING COOE AND GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98. A DIRECTIONALITY FACTOR OF KO -1.0 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC ANO 00 NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN ANO THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE GOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. OATED ANO SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL ANO JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONOITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. 81 REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -OAOE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS. ONLY OPTION - 8" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: STORMWISE CONC INC MIAMI. FLORIDA MIAMI -DARE COUNTY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18 OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 12. ALL SCREWS ANO BOLTS 70 BE 202 4-TL ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 33 K.S.L. U.O.N. POP RIVETS -TO 8E 3/16 "m. 5052 ALUM. ALLOY. U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONOITIONS REQUIRE. 1A.. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 0 N 0 107 1 r 7 . .055 '2 • .076 r 3 • 175 3 860 MAX. 7860 0 875 1 r 2 ..., g. pro 3 'T7 r .384 °BUIL D -OUT WALL HEADER SCALE: HALF SIZE 2.775 7 _ I 11 ~T .. I 1 1,. 11 1860 2.586 91 522' .0 600.11 9 1 x0.483 O O CENTER MATE 1 9 SCALE: HALF SIZE r MIN 5' MAX 2.373 - 1 1587 L4.07 � ANGLE SCALE: HALF SIZE 151 - 1.350 (OPTIONAL) O LOCKING CLIP SCALE: HALF SIZE .672 1.0. //t . � 672'0.0. �1 1 500 r 0 O 0 STAINLESS STEEL ASSEMBLY ��' .320 HOLE • NY LON WHEE PLACE 01N .058 � 1.100 1 /- .251 TYP. AT EVERY OTHER INSIDE JOINT ATTOP. @ ROLLER ASSEMBLY SCALE: HALF SIZE x1•.0551 P2 • .076 2 620 - 1 945 • 600 fl . 1 1 r r, I i °SILL 3 -WALL MOUNTED SCALC: HALF SIZE O CENTER MATE 2 1 SCALE: HALF SIZE I 1 I I 1 1 1 1 1685 i . i 665,. .600, 6201 I , 1. 500.1 ••••-- 0 0) •■•••• .0 1.30 f .37S 0 0 637 230 MAX. TOP .055 1h'. 1 375 115 1----" 11 O ADJ. SILL -TOP OADJ. SILL -BOT. SCALE: HALF SIZE 5 SCALE: HALF SIZE 0 N BUSHINGS SCALE: FULL SIZE .1 .060 1 1 r I � 1 � i 1J- 230 MAX 230 ,300 -. MAX. BOTTOM CARRIER 360.310 550 1 } T'- I 1 ,080 •3.21 3.069 510 1 D x .630 0.0. I 1 533 060- 055 -+ ITYO 9 "; O 90' END SLAT scALE: HALF SIZE 01 .16510 NI ^I 285 0 0. 1 1 060 .'-'i 0 01 N) m J .F....-060 Y I - 060 ±1 � I� 1 1 I oaa o '^ - 250 91.9 1 1 1.391 1 1891 °CENTER MATE 1 (W/ LOCXING R00) SCALE: HALF SIZE m1 . 222 ; ml h- 0.505" R 0.315' R 956 517 1 I I a II II m 0801, 3 76 11 688 376 1600 1 ° INSERT SCALE: HALF SIZE 097 r • 0.200 WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE ° FLOOR MOUNTED °BUSHI NG(N (NYLON) OSHI (NYLON) SCALE: HALF SIZE SCALE: oSo•J FLAT END SLAT ®TVP. SLATS SCALE: HALF SIZE SCALE: HALF SIZE NI 165 1 0 095 1 1 -1462i- 1 962 1 ~� 1 559 7 101 3 L65• 3 267 510 .630 0 0. 285 0.0.1 060J 1039 O CENTER MATE 2 SCALE: HALF SIZE 0 01 J nl :1 1, 9Q " - .2 I T 0 60 31.5 J 1 0 PAY LOCXING ROD) PRODUCT REVISED as comptyiag with the Florida Balding Code Acceptance No •: h.O•0 Ezptratioa Date tWA. By • ` 411F ru Y I VJ. KNEZEVICH I 1 4OE[SSIONA4. IGINE E71 1 I fi N UOenv gy►E.0p709u 2 812 i (J // 040 "R - .312 1. , • r t!^ I 211. 0 : TN 1 % 214 1 I I 8 ills , \ \ ;x322 1/8 STAINLESS STEEL ° LOCKING ARM SCALE: HALF SIZE L•••i9n e1. V in O ml ` 101 071 ( Cara 07/23/1996 1 or•.... or ` MCA c V /I drawing no 01 -800 a z 4 a. a 1 X N • X L D N CC 0 0 m U C U 0 O U rn E 0 N • u 2 N C 0 v U 0 N C3 Q Q 1r- -lr-- z_ z z 4 0. z 4 a. va N 4. 05/10/02 15:21 SEC!ION '^BOTTOM TRACK O ITYP.) TYPICAL ELEVATION N.T.S. FASTENER (m 24.- O.C. !SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) SEE FASTENER SCHEDULE -OPTIONAL o9IIL 5 /e-• HOLE FRO BOTTOM OF EXTRUSION ' 4 BEFORE ASSEMBLY FOR TRUSS MEAD BOLT ITYP . 1 FLAN VIEW ALT LOCATION OF LOCKING MECHANISM AT SIOE ---� t+ LOCKING MECHANISM CAN BE (m 18 ABOVE OR BELOW CENTER (SEE NOTE 6) SINGLE ARM LOCKING MECHANISM AT CENTER OR SIOE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER O L TOP TRACK MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASUREO FROM BACK OF SHUTTER BLADE OR FROM MANGLE WHEN MOUNTED INSIDE. I INSIDE CLOSURE - T - HANDLE w/ S HIM PLAN V IEW TYPICAL PLAN VIEW SCALE: 3 • 1 -0 3/4 MIN. if 1 -1 /Z MAX. JOINT BETWEEN REMOVABLE ANO FIXE0 SILL r • 1 1/5 ALUM ANGLE W/ 3/16 - . POP RIVETS (A 6 O.C. REMOVABLE FLOOR TRACK DETAIL SCALE : 3 - • 1'- 0 EXISTING / GLA5S —/ !TYP.) 6 -1 /r SECTION - SINGLE .19M LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCX MAY BE INSTALLED ON INSIOE 09 OUTSIDE OF SHUTTER SINGLE ARM LOCK SINGLE ARM LOCK N.T.S. FASTENER (B 24. O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). G L O5 ASSEMBLY OPTIONAL ACCESS MOLE EXISTING STRUCTURE F ASTENER •TYPE 4• SEE SECTIONS ON SHEET 3 FOR COMPLETE INFORMATION .SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER r MIN. FASTENER (61 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). • O (TYP.) USED 1MTN PIECES (DAN LOCKING PIN SCALE: 1 -1/2 • T - O - (DOES NOT REPLACE SINGLE ARM LO00 OPTIONAL CLOSER HANDLE N. T.S. (DOES NOT REPLACE SINGLE ARM L003 OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIOE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIOE OR OUTSIDE OF SHUTTER MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM M•NOLE WHEN MOUNTED INSIDE. INSIDE C - T - MANOLE W/ MIM Ti OPTIONAL PLAN VIEW SCALE: 3 • 1 -0 EXISTING GLASS CARRIER BUSHING 12 —7/16" 0 0 s 0 63 LONG NYLON L9! BUSHING 910 s Y SMS MANUFACTURED FROM .4.1oMr OR 18 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING L 460 - 0 r 050 THICK 300 SERIES STAINLESS STEEL WASHER (TYP TOP 5. BOTTOM! 7 3/e 0 0 s 0.90 LONG NYLON BCjn2M BUSHING 12 x. .1O • 3 SMS MANUFACTURED FROM oLIOHT STAINLESS STEEL W/ XYLAN S200 FLUOROCARBON COATING L .460 - 0 ■ .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP TOP L BOTTOM! SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER CO 24 0.C. • !SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR/. By M mi Da D vision Product C 22 MIN PRODUCT REVISED B cddwpb n with the Florida Acceptance No .r - OS • + 4._ ° A 1 Expiration 1 to tml lJ = Z � N W N r W u 1— 0 . N N N • Q W z 2„, V � Z W N � W In Z 0 JC u w Q � Q= oz 2o_ CI Q occ u ) o U sc91. 4S NOTCD raapn by 1 t V)K 1 • [dame 01/23/19961 .y..n by MCR FCMK4.0 b,j ` VJK Ora..inq no. 01 -800 sheet 2 of 6 O 0 N to N N O 3 O 0 rn ri 0 0 0 CO 0 .0 3 N of co O O u u c 0 U 11 E 0 C O 0 �u O N Q / O 0 Q U MtN SHUTTER SEPARATION PROs GLASS ISEE SCHEDULE SHEET 51- GLASS OR 0009 W W u 0 W WALL MOUNT SECTION SCALE: 3•' = T -0'• — GLASS J OR 0008 05/10/02 15:21 EXISTING CONCRETE MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE. TYP FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 1 ROLLER ASSEMBLY 0 TYP. EVERY OTHER PIN O FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' s /e MAx. EXISTING CONCRETE, MASONRY OR w000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE S BUT 00 NOT ExCEEO 6 SPACING TWO 1/1.-20 MACHINE BOLTS W/ NUT OR MIL TEK SCREW (012 O.C. ITYP. TOP L BOTTOM) MIN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 51 9 -3/16' MAX ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FR0M BOTH ANGLES ITYP.). FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE S' BUT 00 NOT ExCEEO 6 SPACING 1/2 C IC 0N CON T. I /2' 1 /L MAX 1 /L` MAX 1/2 EMBED. SIB MAX NOTE BOTTOM MOUNT DETAIL HAY BE USED AT TOP. CONT. ® BUILDOUT MOUNT SECTION SCALE: 3 = 1• -0'• 11 CONT \ I1/2 MIN SHUTTER 4""L SEPARATION FROM GLASS ISEE SCHEDULE SHEET SI GLASS OR 0009 3/16 POP RIVET OR •12 TEK SCREW OS 6 0.C. ITYP .1 OL LOS ASSEMBLY 1 - 1 r 1/9` ALUM ANGLE W/ 3/16 POP --1 sn RIVETS (B 6` O.C., 1/L -20 MACHINE BOLT w/ NUT (a 12 0 C. (TYP., TOP L BOTTOM) S /8` `ROLLER ASSEMBLY 12 [ROLLER EVERY OTHER PIN 11/2` 1 /1. MAX 1 /L' MAXI EXISTING CONCRETE. MASONRY OR '4000 STRUCTURE SEE ANCHOR SCHEDULE. TYP 0 • W : : 1 u GLASS OR 0000 ED r0 0 0 •—S/e MAX. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' 3/16'• POP RIVET @I 6` 0.C. ITYP.) ® CEILINGNSIDE MOUNT SECTION SCALE: 3 = P -0 EXISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE. TYP 1 /L MAX OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1 /L' OFF CENTER __ _ REFERENCE CONNECTION FASTENER, SEE ANCHOR ( / � 1 �� - TYPE 4' CONNECTION LE REFERENCE EDGE 0157 CONNECTION 'TYPE 4' i—i / / EDGE DIST EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. 5EE ANCHOR SCHEDULE. TYP. MIN. SHUTTER SEPARATION FROM GLASS SEE SCHEDULE SHEET 5} FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' TYP. TOP L BOTTOM S /e' MAX. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' @BUIL D -OUT MOUNT SECTION SCALE: 3 = GLASS OR 0009 1/L MAX. 1/L MAX 14111. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET S1 3 -3 /L MAX. ALT. ANGLE LEG DIRECTION ITYP ® BUILD-OUT MOUNT SECTION SCALE: 3 = V-0" 4■1 3= ow J 45 7 XO Lu C I CONT - FOR LARGER SPANS USE TWO r . s AL ANGLES 15EE SCHEDULE 1 TYPE C1 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' 1/1. -20 MACHINE BOLT w/ 7 NUT ( 12 0.C. ITYP , TOP 11•2 L BOTTOM) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 2 0 CONT. - FOR LARGER SPANS USE TWO 2 - .a 5 AL ANGLES ISEE SCHEDULE 1 TYPE C) 5 /e MAX. MIN. SEPARATION PR0M GLASS SCHEDULE SHEET 5 111. MAX 1 /L MA tOTOP L BOTTOM FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1' BUT 00 MOT EXCEED e -I/2 SPACING 0 16 G FLOOR MOUNT SECTION SCALE: r WI 0( 0, GLASS OR 000R —• W 0 0 W a a 1 /L MAX EMBED • EMBED I UT o SHUTTER SEPARATION 110O J M Mt I GLASS ISEE SCHEDULE SHEET SI D 3.1•16 MAX ?-5 /e MAX O BUILD -OUT MOUNT SECTION SCALE: 3" = V -0 FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 3' EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE •NCN00 SCHEOUL(. TYP 1 • Y • 050" ALUM TUBE TYP TOP L BOTTOM 1/2 � O 1 /L' MAX 1 /L - MA FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' BUT 00 NOT ExCEE0 8-1/2 - SPACING PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No Expiation N 44 • v' ^ < W „, p o ots V kJ _ t o § 2 ~� 0 r Yo S CC Da) 2 0 o 0 Q f deoiOn by ` VP( v 1— V t 0 N Y 1 d ** • 07/23/19961 =<•I= Crown by •s NOTED MCR 1CP =r..a 6 V JK ar•vMlq no 01 -800 1 sheet 3of 6l N 0 0 u7 0 N Q 0 o• 0 0 0 0 CO .0 0 7 in 00 CC CO 0 0 0 u C 0 0 • U O V1 0 2 G O O 0 tn 0 N 0 U EXISTING STRUCTURE THROE 5/16 - • C•LK -IN (6) 3 -1/e" 0 C w/ 1 MIN EMBED IN CONC. OR HOLLOW BLOCK w/ 3.3/6' MIN EDGE DIST GLASS OR 000R GLASS OR ODOR 05/10/02 15:21 0 N THREE S/16 - • CALK.IN OD 3 -118" / 0 C W/ 1 MIN EMBED IN CONC. �/ OR HOLLOW BLOCK W/ 3 -3/6 / 11161. EDGE 01ST. ALUM. BEAM & SHUTTER SCHEDULE OE5CRIPTI0N 2 - . S T ....125 Tf . 125" 2 - .8 - T....072" Tr . _226 2" . 9' T....072" TV..226 SHUTTER SPAN 5' -0 • -0 e• -0" 10' -0 S•-D" 8' -0 10 BEAM SPAN 9' - e' 7' - 16' -0 u' -0 11_1" 15' -5 13' -2" 12' -3" EXISTING STRUCTURE MIN. SHUTTER 0 L ISEE 5/8" H MA X. MIN. SHUTTER SEPARATION FROM GLASS 15EE SCHEDULE SHEET 5) S F GLASS 3/16 - A POP RIVET OR 012 TEK SCREW @ 6 0.C. ASSEMBLY (MAX. DESIGN LOAD : 72 PSF) OTOP SUPPORT BEAM DETAIL SCALE: 3" • V -0" NOTE: 1. USE BEAM.SCHED.ULE FOR DETAILS MVAND()J . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET S. 3. BEAM SPAN SMALL BE CONSIDERED AS THE DISTANCE FROM C OF SUPPORT TO T OF SUPPORT. L Tr I 1 MIN. 1 / 2 • 3" . 1/6' it 0' -8" 6063 -16 ALUM. ANGLE THREE -1/6 THRU BOLTS ALT. LEG DIRECTION ALUM BEAM ISEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION L MAX HORIZONTAL SPANS) 1/6.70 5.5 MACHINE SCREW L NUT @ 12" 0 C USE THRU BOLT 08 ACCESS I gLE AS $MOWN IN DETAIN J 1/6" MAX (MAX. DESIGN LOAD:72 PSF) O BOTOM SUPPORT BEAM DETAIL SCALE: 3 • V -0" 3/16 POP RIVET OR 012 TEK SCREW on 6 O.C. AL. BEAM ISEE BEAM SCHEDULE ABOVE FOR BEAM OESCRIPTION L MAX. HORIZONTAL SPANS) 1-20 5S. MACHINE SCREW L NU (m PROV r0 ACCESS HOLE IN BOTTOM 08 BEAM OR USE TNR 80LT AS SHOWN IN DETAIL HS GLASS OR DOOR -- MIN SHU SEPARATION FROM GLASS l5(4 SCHEDULE SHEET 51 PLYWOOD AND STUCCO FINISH • 6/6 I I MAX - (MAX. DESIGN LOAD :72 PSF) 1 1/7" 1 1/6" MAX `. 1/6.20 S.S. MACHINE SCREW L NUT (d 72 D.C. PROVIDE 1'0 ACCESS HOLE @ BACK SIDE FOR FASTENING TWO 1/6'0 5.5. LAG SCREW (ts 26" 0.C. MAX. W/ 1.3/6" PENETRATION IN CENTER OF STUDS r c 3' .1/8 OR r . 6' . 1/8 6063 -86 ALUM. TUBE O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" • 1' -0" GLASS OR DOOR C EMBED PLYWOOD •NO STUCCO FINISH JJ 1 PAIN SHUT TEA SEPARATION FROM GLASS ISEE SCHEDULE SHEET SI 5/e MA x --A4 2 r 6 P.T. W000 PLATE (MAX. DESIGN LOAD: 72 PSF) MAX FOR WOOD PLATE USE 1/6 S.5 LAG SCREW w/ 1 -3/6 PENETRATION INTO W000 PLATE (N) 12" 0 C TWO 1/6 "0 S S LAG SCREW (� 26' 0.4 MAX. w/ 1_3/6 PENETRATION IN CENTER OF STUDS ® WALL MOUNT SECTON - USING 2" x:6 WOOD PLATE SCALE: 3" = 1' -0 PRODUCT REVISED as cowpi)i9 with the Florida Bolding Code Acceptance No 014 r Z9.61 p E�xpiration Dal B7 net Cont Di%ieion cc W CD Dco OZ 2o_ o Q I-� 0 0 0I V 2 v 0 < v w 2 0 0 5 0. 5 tL 2 0 )- m 0 w VJ. KNEZEVICH PROFESSIONAL ENGINEER 7.1 0la] Emmoug OMNI 8CCa000D (SCSI* AS NOTED t0•.Ipn by 1 1 v'o 2002 0 CO t0 m 03 N 0 11) O 0 N ( oar• 01/23/199 t►AVn by ` NCR (M[N•O b v FK Or swamp no. 01 -800 `sheet t. of 6 1 7300 - 5 -7 - • - 5 • - •.7 140.0 5 - 2 • - 1 • - 1 • • 3 150.0 • - 10 3- 10 3 -10 • -0 1000 • - 6 3- 7 3- 7 3- 9 370.0 • -3 3 -• 3- I 3 -6 00.0 • -0 3 3-2 3 - 100.0 3- 70 3-0 3 -0 3- 1 500.0 3- 7 2- ID 2- 10 3- 0 710.0 _ 3- 5 2- 8 2- 8 2- 10 E N O • [ • NCG DESIGN L000 IPSO 30 0 30 0 7.0 0 L• 0 so 0 5A 0 O 1S O 3 3 L ee •T.S 71 7 7S 0 • 1L • 0 • •1.1. 100.0 110 0 170.0 TYR A ALL MOUNTING CONDITIONS EXCEPT ©\bO IPT - MI 13 - 13 - 1 10 - 3 9 - + 12 - • 12 - 11 - 7 11 -6 10 - 11 ID - 9 10 - 3 e - 5 5 - 7 - 3 6 - 7 6 - 1 MAXIMUM ALLOWABLE SPAN SOIEDULE TY14 3 OCT AIL ® OR OET•11. © W SINGLE ANGLE 03OUIRE0 3 -3 /4 MAX. 0.0. IFT - It - • 11 - 0 9 - • 9 -0 [ 7 8 - [ - 3 [ -3 [ -0 7 - [ 7 -0 . - + Mt C OCT AIL DOUBL( •7407.3 RC OUIRE0 3 -3/o M•X. 0.0 IPT - ION 13 - 13 - 1 12 - 5 10 - • 9 - 7 9 -0 [ - 7 [ - 6 [ - 3 • - 3 I -0 7 - 7 - 0 ( 6 - 7 6 - 3 5 - 5 -2 • - + T171 0 0E •1L © 1.3/16' MAX. 5 0 I - 7 11 • 2 10 - 11 10 - 0 + - 7 + - 8 - 10 [ -I [ -5 3 -5 8 - 2 1 -0 7 - 6 - 10 6 -6 6 - 7 6 - 3 6 -0 5 -5 5 - 9 5 -2 5 -0 O 33 N CO CC O O CO 0 C 0 0 U E 0 U 0 0 0 U O in 0 2 MIN. FASTENER 15 21. 0.C. IUSE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3 = 1' -0" 1 • 2 • 1/8 ALUM ANGLE 3 v10 TEK SCREWS OR 3- 3/75 - 0 ALUM POP RIVETS ITYP.1 2 12 - 11/B - ALUM. TUBE 6063 -T6 ALLOY NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL SCALE: 3 = 1' -0" 05/10/02 15:21 010 • 1/2 GALVANIZED SMS OR 3/16 - 0 ALUM. POP RIVET @ 18 0.C. r . r ..055 .1 x 2 :.055 2 • 3 ..055 ; 2 • L 1 055" OR Z • 5" _ . AL. ANGLE •10 TEK SCREW OR 3/16 - 0 ALUM. POP RIVET (m 2 0.C. ITYP,) TW0 1/1. - 0 FASTENERS EACH ANGLE ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 10 0R O90 2 MIN. FASTENER @ 27. 0.C. I / IUSE ANY ANCHOR IN / ANCHOR SCHEDULE) ® 6 c L; i: : : CLOSURE DETAIL E: 3" = V -0 r 2 • 2 • .125 - / ALUM. ANGLE CONT. REQUIRED NOTES: 1 REFERENCE APORDPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD 2 FOR DESIGN LOAOS BET7EEN TABULATED VALUES. USE NEXT NIGHER LOAD OR LINE4 INTERPOLATION MAY BE USED TO DETERMINE ALLOWA SPANS 3. ENTER 7.87.E 1 WITH NEGATIVE DESIGN LOAD 70 DETERMINE MAX SHUTTER SPAN 1 .. ENTER TABLE 2 WITH POSITIVE 0 ESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION PROM G LASS. *10 • 1/2" GALVANIZED SMS OR 3/16 - 0 ALUM. POP RIVET (m 18 0.C. r ■r1 2" • 3" • .0S5" : 2" • 1. • .055 08 2 • S • .12S AL. ANGLE 1/7._20 TRUSS MEAD BOLTS L NUTS W/ LOCX WASHERS (A 21. O.C. EXISTING STRUCTURE HALF OF 0 USE MALE OR FEMALE AS ® ALT. CORNER CLOSURE DETAIL SCALE: 3 = 1•-0 0.062 THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY I1 /8 BELOW CONCRETE) MIN. SHUTTER SEPARATION FROM GLASS (SEE' SCHEDULE SHEET 51 --- C- 1 /7. MAX. ° ALTERNATE FLOOR MOUNT DETAIL SCALE: 3 • 1' -0 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE OE SIGN 1.0.0 (WI IDSFI 30 0 40.0 50.0 60.0 70.0 80.0 ACTUAL 50AN IFT .INI 5 - 0 2.7/8 3 -0 2_1/5 7 -0 2_7/5 11 • 0 3 13 - 1 3 -3/1. 5 - o 7 -0 8 - 71 . 0 5 - 7 - 0 e -0 11 - 0 12 - 2 S - 7 - 0 8 -0 11 - 0 17 - e 5 - 0 7 - 8 -0 9 - 6 10 - 7. 5 - 0 7 - 0 8 -0 11174 SEP•RA710N FROM GL•55 FOR INSTALLATIONS LESS TN•N 30' ABOVE GRADE 1940 51 MN 5(PAR•TION FROM Gl•55 FOR INST All A TONS 00(•7(8 TNAN 30' £80V( GRADE IINC74(5) 7.1/5 2.7/8 2_7/8 3 3 - 2 -7/8 2 -7/8 2 -7/5 3 3 -3/1. 2.7/8 2 -7/e 2_1/8 3 3 - 3/1. 2 -7 /e 2 - 7/e 2.7/5 3 3 2 -7/5 2.7/0 2 -7/8 1.1/7 1 -5 / 1 -5 /e 2_7/5 2 -3/7. 1.1/2 1.5/5 7 -5/5 7.1/1. 3 1.1/7 1 - 5/5 1.3/1. 7 - 7 1 -1/2 1 -5/8 1.3/1. 1 -3 /C 3 1.1/2 1.5/8 1 - 7 /5 2 - 1 /1. 2 - 5/8 1 -1/7 1 -3/1. 1 -1 /8 EXISTING STRUCTURE MIN 3.000 PSI CONCRETE CONCRETE FASTENER @ B" 0 C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED coasP)>'Ing with the Florida Bludinn Code Acceptance No 02 0 Expired°. Date BY Dade Prod Division f 000lgn by l V 774 2 v 0 .5 U N 1' 6 tt r• 0 0 O a a FVJ. YZJEZEVIICH P8Ot{SSIONTL - ' . WEER n.l'sart. .. •10!83 00 00 07/23/1996} r0r•vn 0Y ` 738 V JXY1 Or O.rmgg no 01 -800 sheet S of 6 � 11 - 0 3.1/5 3_1/5 12 - 1 7. 7. 90.0 5 - 0 3_7/8 7-1/2 7 - 0 2 - 1_3/7. 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 17 - 6 3 -1/3 7. 100.0 5 - 0 2.7/8 1 -1/2 7 - 0 7_7/5 1_3/1. e - 0 2 -7/8 2 9_ 0 3 1 2 -3/1. 10_3 3 1 3 E N O • [ • NCG DESIGN L000 IPSO 30 0 30 0 7.0 0 L• 0 so 0 5A 0 O 1S O 3 3 L ee •T.S 71 7 7S 0 • 1L • 0 • •1.1. 100.0 110 0 170.0 TYR A ALL MOUNTING CONDITIONS EXCEPT ©\bO IPT - MI 13 - 13 - 1 10 - 3 9 - + 12 - • 12 - 11 - 7 11 -6 10 - 11 ID - 9 10 - 3 e - 5 5 - 7 - 3 6 - 7 6 - 1 MAXIMUM ALLOWABLE SPAN SOIEDULE TY14 3 OCT AIL ® OR OET•11. © W SINGLE ANGLE 03OUIRE0 3 -3 /4 MAX. 0.0. IFT - It - • 11 - 0 9 - • 9 -0 [ 7 8 - [ - 3 [ -3 [ -0 7 - [ 7 -0 . - + Mt C OCT AIL DOUBL( •7407.3 RC OUIRE0 3 -3/o M•X. 0.0 IPT - ION 13 - 13 - 1 12 - 5 10 - • 9 - 7 9 -0 [ - 7 [ - 6 [ - 3 • - 3 I -0 7 - 7 - 0 ( 6 - 7 6 - 3 5 - 5 -2 • - + T171 0 0E •1L © 1.3/16' MAX. 5 0 I - 7 11 • 2 10 - 11 10 - 0 + - 7 + - 8 - 10 [ -I [ -5 3 -5 8 - 2 1 -0 7 - 6 - 10 6 -6 6 - 7 6 - 3 6 -0 5 -5 5 - 9 5 -2 5 -0 O 33 N CO CC O O CO 0 C 0 0 U E 0 U 0 0 0 U O in 0 2 MIN. FASTENER 15 21. 0.C. IUSE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3 = 1' -0" 1 • 2 • 1/8 ALUM ANGLE 3 v10 TEK SCREWS OR 3- 3/75 - 0 ALUM POP RIVETS ITYP.1 2 12 - 11/B - ALUM. TUBE 6063 -T6 ALLOY NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL SCALE: 3 = 1' -0" 05/10/02 15:21 010 • 1/2 GALVANIZED SMS OR 3/16 - 0 ALUM. POP RIVET @ 18 0.C. r . r ..055 .1 x 2 :.055 2 • 3 ..055 ; 2 • L 1 055" OR Z • 5" _ . AL. ANGLE •10 TEK SCREW OR 3/16 - 0 ALUM. POP RIVET (m 2 0.C. ITYP,) TW0 1/1. - 0 FASTENERS EACH ANGLE ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 10 0R O90 2 MIN. FASTENER @ 27. 0.C. I / IUSE ANY ANCHOR IN / ANCHOR SCHEDULE) ® 6 c L; i: : : CLOSURE DETAIL E: 3" = V -0 r 2 • 2 • .125 - / ALUM. ANGLE CONT. REQUIRED NOTES: 1 REFERENCE APORDPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD 2 FOR DESIGN LOAOS BET7EEN TABULATED VALUES. USE NEXT NIGHER LOAD OR LINE4 INTERPOLATION MAY BE USED TO DETERMINE ALLOWA SPANS 3. ENTER 7.87.E 1 WITH NEGATIVE DESIGN LOAD 70 DETERMINE MAX SHUTTER SPAN 1 .. ENTER TABLE 2 WITH POSITIVE 0 ESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION PROM G LASS. *10 • 1/2" GALVANIZED SMS OR 3/16 - 0 ALUM. POP RIVET (m 18 0.C. r ■r1 2" • 3" • .0S5" : 2" • 1. • .055 08 2 • S • .12S AL. ANGLE 1/7._20 TRUSS MEAD BOLTS L NUTS W/ LOCX WASHERS (A 21. O.C. EXISTING STRUCTURE HALF OF 0 USE MALE OR FEMALE AS ® ALT. CORNER CLOSURE DETAIL SCALE: 3 = 1•-0 0.062 THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY I1 /8 BELOW CONCRETE) MIN. SHUTTER SEPARATION FROM GLASS (SEE' SCHEDULE SHEET 51 --- C- 1 /7. MAX. ° ALTERNATE FLOOR MOUNT DETAIL SCALE: 3 • 1' -0 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE OE SIGN 1.0.0 (WI IDSFI 30 0 40.0 50.0 60.0 70.0 80.0 ACTUAL 50AN IFT .INI 5 - 0 2.7/8 3 -0 2_1/5 7 -0 2_7/5 11 • 0 3 13 - 1 3 -3/1. 5 - o 7 -0 8 - 71 . 0 5 - 7 - 0 e -0 11 - 0 12 - 2 S - 7 - 0 8 -0 11 - 0 17 - e 5 - 0 7 - 8 -0 9 - 6 10 - 7. 5 - 0 7 - 0 8 -0 11174 SEP•RA710N FROM GL•55 FOR INSTALLATIONS LESS TN•N 30' ABOVE GRADE 1940 51 MN 5(PAR•TION FROM Gl•55 FOR INST All A TONS 00(•7(8 TNAN 30' £80V( GRADE IINC74(5) 7.1/5 2.7/8 2_7/8 3 3 - 2 -7/8 2 -7/8 2 -7/5 3 3 -3/1. 2.7/8 2 -7/e 2_1/8 3 3 - 3/1. 2 -7 /e 2 - 7/e 2.7/5 3 3 2 -7/5 2.7/0 2 -7/8 1.1/7 1 -5 / 1 -5 /e 2_7/5 2 -3/7. 1.1/2 1.5/5 7 -5/5 7.1/1. 3 1.1/7 1 - 5/5 1.3/1. 7 - 7 1 -1/2 1 -5/8 1.3/1. 1 -3 /C 3 1.1/2 1.5/8 1 - 7 /5 2 - 1 /1. 2 - 5/8 1 -1/7 1 -3/1. 1 -1 /8 EXISTING STRUCTURE MIN 3.000 PSI CONCRETE CONCRETE FASTENER @ B" 0 C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED coasP)>'Ing with the Florida Bludinn Code Acceptance No 02 0 Expired°. Date BY Dade Prod Division f 000lgn by l V 774 2 v 0 .5 U N 1' 6 tt r• 0 0 O a a FVJ. YZJEZEVIICH P8Ot{SSIONTL - ' . WEER n.l'sart. .. •10!83 00 00 07/23/1996} r0r•vn 0Y ` 738 V JXY1 Or O.rmgg no 01 -800 sheet S of 6 � 7 0 N 0 0 v 0 O 1 O 0 c0 CO N 0 0 CO u T.) c 0 0 3 .c 0 u c 0 - u 0 N 0 3 W v 0 u 5.11 Q IN1111111N111UU1111N1 92.0 6 2.0 72.0 92.0 1 /L - 0 ELCO MALE/ FEMALE - PANELMATE W/ 1 -1 /L MIN. EMBEDMENT L 1 /L -ZO MACHINE SCREW WITH NUT lm 1 /1. POWERS CALK -IN W/ 7/8 EMBEDMENT L 1 /L -20 STAINLESS STEEL MACHINE SCREW 210.0 48.0 62.0 72.0 92.0 210.0 48.0 62.0 72.0 oa 1/1. POWER ZAMAC NAIL -IN W/ 1-1/8 - MIN. EMBEDMENT 92.0 210.0 1 /L - m ITW TAPCON W/ 1 -114." MIN. EMBEDMENT 11 111111111111111 N 111111111111111 ►; 48.0 62.0 72.0 92.0 210.0 48.0 62.0 72.0 92.0 210.0 48.0 4 11 5 12 12 11 12 12 E 12 12 7 9 12 5 3 5 L 3 B L 12 12 121 9 12 12 12 7 12 12 12 12 11 6 11 12 12 8 5 8 7 12 6 3 6 12 12 12 5 8 12 12 10 L 6 12 12 8 11 12 6 6 11 5 3 8 4 3 3 5 3 L 3 12 12 12 12 12 L 11 5 3 12 12 7 3 5 7 11 5 / 3 L 9 L 3 8 L 3 L 1115 5 10 L 3 8 3 8 L 3 8 L 3 3 s L 1217 3 L 12 12 12 6 8 12 12 10 L 6 12 12 8 L 5 9 12 6 3 L L. 12 7 3 12 12 12 12 6 11 3 9 L 9 1. 7 3 6 L. 5 L 3 3 L 12 7 12 12 8 7 11 6 L 10 5 3 9 L 3 L 315 L 3 3 L 12 7 5 10 5 3 9 L 3 9 L 3 9 L 3 L 3 3 3 3 3 9 L. 3 8 7 7 7 7 62.0 72.0 92.0 62.0 72.0 92.0 210.0 3 8 1. 3 8 1. r 3 8 4/ r 3 9 L r 3 3 9 L r 3 3 9 I. 3 12 11 6 11 12 12 10 6 10 10 12 7 L 7 12 12 12 12112 12 12112 9 1 12 12 12 12 8 112 12 12 111 6 12 9 5 9 12 12 8 L 8 7 12 6 3 6 12 12 12 10 12 12112 7 11 12 12 12 6110 9 12 10 5 12 7 7 I. 7 9 12 7 L. 6 7 12 6 3 6 12 12 12 9 12 12 12 12 6 9 12 12 11 5 8 9 12 10 5 6 3 6 7 12 6 3 6 7 12 6 3 6 121212 7 10 9 1210 5 7 9 "1210 5 9 1210 5 7 6 3 6 7 12 613 6 7 12 6 3 6 9 12110 5 7 9 1210 5 7 9 1210 5 7 9 1210 5 1212 9 L. 5 1212 8 3 5 5 10 5 3 12 12 12 7 9 1212 11 4 6 12 12 10 1..5 5 11 6 3 3 12 12 8 3 5 1 6 11 6 4 3 L 10 5 3 5 8 12 7 3 L. 3 10 5 3 3 9 1. OMB 3 9 1. 3 12 12 10 1. 6 12 7 12 8 3 I. 5 11 6 3 3 10 5 3 OB 4 ©DU; ©©081; ©®D5t /0 810© © © MOO 10 © %1©0 020 ©MPAIT �!/ E© �� i � 10 5 N,©3 10 5K0010 5 ( 3010 5O/r miB00©1mNzo 10 10 5 RIEME�/ �/l% m ®o°°ISEIEN ©o© 88 % Eimisrpoli % m% D DO % %©©rassa©w i m©©mm0rm %© %ec%% %ourg seurz.. Ei iiNE IELLA/�Y i ZEIBl� ZEPAI iir/SSINIM ER iSm100mm000mm00© 5 10 L A 3 ®®m00mmaa©mmEMOIEM :© mmDOD1m0 ©o01© ©©oo mm 10mommo©o o© omoNoo © ® 810©©01© DODOS© ©oo PAmmaoaomINA©a10© ©©o© o om© o©Do M©D0E0©D00 %0m000©0 %� © CIRESID0000%© / : 3 8 L % : r ©D©/RB Q�Q j`LiiiaiMVA/ IEo D 1 2 12 6 3 L �m�ensa �D 12 12 10 L. 0mm0L�©�,a© 81810© mm1M©DmIVAO®0© Emm1©DmmO©o0m0©o00 © D mm0©a©oIN©ODIMOBBEEmm 10 m©Om0 ©o ©m0M©oM© 0100' IMENI ,©00ZE©0©ZE 10 810 ©a ©0© %ia©DER0© W 10 10 6 / /i�i/ � / /. //1�� ©�m 10 72813111=2 8110© 110130 %%130 ODURE EXSO MEME ©D©%% %DIN%% m mo% 0013%% %00 EZEUT %110© ©00© % % ©007Q" %CIIMPA 000. :9 ©©IZZMY oNOEI ODDEIT WASMIo.,,VA oo• SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE 1121311.15 12 12 12 5 7 ANCHOR TYPE 1 /4"81 ITW TAPCON w/ 1_1 /L" MIN. EMBEDMENT (MIN. 3.100 PSI. CONCR 1 /L "m ELCO MALE/ FEMALE "PANELMATE W/ 1 -1/4 MIN. EMBEDMENT L 1/-20 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.L CONCRETE) 1 /4 "m POWERS CALK -IN w/ 7/8 EMBEDMENT L 1/L -20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 PS.t. CONCRETE) * 1/1.'0 POWERS ZAMAC NAIL -IN W/ 1 - MIN. EMBEDMENT (MIN. 3,000 PS.1. CONCRETE) 05/10/02 15:21 LOAD (W) PSF ANCHOR SCHEDULE FASTENER MAXIMUM SPAONG (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS SPANS UP TO 5' -8" (SEE NOTE 1) MAX. (SEE - NOTE 1121311.15 1) CONNECTION TYPE 8.0 12h2 12 7 9 SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE 112131415 12 MIN. 2• EDGE DISTANCE MIN. 3' EDGE DISTANCE - 12 10 5 7 SPANS UP TO 9' _0- (SEE NOTE 1) CONNECTION TYPE 112131415 1212 9 1.16 SPANS UP TO 13•-r (SEE NOTE 1) CONNECTION TYPE 1121311.15 SPANS UP TO 5' -8" (SEE NOTE 1) CONNECTION TYPE 1121311.15 6 12 6 3 L. 12 12 12 8 11 SPANS UP TO 9' -0" (SEE NOTE 1) CONNECTION TYPE 11213105 SPANS UP TO 13' -r (SEE NOTE 1) CONNECTION TYPE 1 12131415 12 12 11 5 7 7 12 8 3 1. 6 2.0 mmm0 7 mmD©©0®i7©Otl1// ©©mmm00 ®EIMa010 ®00 00810 ©0 72. 0 ® mm0ODm0© m ©®D00081QG.©mmm©OD®DO©DmOQ00m0O! 18100© IS1 © %0E1 ©;�1© �,Omm�© UMm00OICI®0EMIND0©EI 210.0 r 3 L 11 5 48.0 5 7 L 6 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS ANCHOR TYPE 0 0 0 1 - 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11► 1 /L "6 W000 LAG W/ 1 - /L" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN LOAO (W) PSF MAX (SEE NOTE 1) 1.8.0 62.0 72.0 92.0 210.0 MIN. 3/4' EDGE DISTANCE SPANS UP TO 5 -8" (SEE NOTE 1) CONNECTION TYPE 1121311.15 12 12 12 12 12 12 12 7 12 12 11 8 7 5 L 7 5 5 3 12 12 10 // 6 SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE 1121311.15 121121 8 12 6 12 12 5 7 7 12 12 L. /.i 6 6 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 1121311.15 7 4 5 3 L 3 5 L 3 11 8 7 12 12 9 12 12 12 712 . 7 12 L 10 7 6 6 /A SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION TYPE 1121311. 15 10 12 4 7 12 L 71211. 7 7 12 L 121 4 3 7 6 6 6 6 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x L" (MIN.) WOOD STUD. 3 /L" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" 0.C. 12. FOR BUILD -OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" 0.C. PRODUCT REVISED as complying with the Florida Buidiag Code Acceptance No01 0S G. Expiration Date . 1 By ad Dade Division act Control o 2 00 06 0 0 v a < tl O 0 5 2 a • $ m• « 2 a V • 5 • tl i � m W 2o_ o U z d n Uw co- z � „ - L►I Q X w N t1. w /C N o z NO U Tr Z 0 x 4 1' i V.i. K� IO PROFESS E ER FL Ucws PE 10lp 5200 z a co m to m N in 0 (] 0 0 [ Oa 1a. 07 /23/1996) (acad. AS NOTED ,f rn MCR, (ds ign by 1lChaCYav bj dravin9 00. 01 -800 l sheet 6of6