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WS-12-255Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 169960 Permit Number: WS -2 -12 -255 Scheduled Inspection Date: March 01, 2012 Inspector: Bruhn, Norman Owner: LONGMAN, ROBERT Job Address: 913 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)756 -7919 Parcel Number 1132060143090 Building Department Comments INSTALLATION OF THREE ACCORDION SHUTTERS OVER EXISTING DOORS Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments dG February 29, 2012 For Inspections please call: (305)762 -4949 Page 9 of 21 Miami Shores Village Building Department FEB 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 U DING Permit No. Y v 155 Master Permit No. ROOFING fo$ ?ya C/a"' ' OWNER: Name (Fee Simple Titleholder): ��, -e { �- F Le Phone #: �€?S 7S ` ` 9i'/ Address: 7/3 iie 15 57 City: / 2'fr' 7( S� PszC 1 t State: �fo Tenant/Lessee Name: Phone #: Email: ,aC.-(.OM:4/2M ecePC, CO— JOB ADDRESS: 6l3 1 6 1 c — 57 City: Miami Shores Folio/Parcel #: Zip: County: Miami Dade Zip: 73 3r 3 k Is the Building Historically Designated: Yes CONTRACTOR: Company Name. Address: City: `' State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #a Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Flood Zone: Phone #: Value of Work for this Permit: $ I/ m 0 0 Square/Linear Footage of Work: 0 Type of Work: ❑Addition ❑Alteration UNew ❑Repair/Replace Demolition Description of Work: _r- I7j2i4firei rvi �.4 ca – * . i®® ' "iii/A/r/sp 11 C 2 ®r P he 5741 YTGii._ - (I/0tii ,,,'OAS * *** x * *** * * * ** ****** **: x****** ********* Fees****** *********** *********m*+x****mix *** **x * ** Submittal Fee $ Permit Fee $ /16° o CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or, installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The for oin instrument was a day of , 24 w is pe q onally known t n -0 s ' 14. Q. NOTA "I PUBLIC: Sign: Print: My Commission Expires: dged befo v me this' 3 Ylita y 8 e or who has produce d. V, Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by d who is personally known to me or who has produced ntification and who did take an oath. APPROVED BY c;3r //` Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 p OWNER BUILDER DISCLOSURE STATEMENT I NAME: 4G�g/i/� -?`— G®N�/ DATE: �i / /.3 / 70/ t-- ADDRESS: 7/ Ni % ?...0 57 "MOW 544 5) F 5/ Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial a 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvfloridalicense.com/dbpr /pro /cilb/index.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial A.-- 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 13 day of Ma- ,20/2-- KWwho was personally known to me or who has Produced there License or v 1 9_.' 11413 13 S'I'-I'' J identification. OWNER 0 NOTARY CLAUDIA V. CUBILLOS ,,. State of Florida '=O�PµY <�� Notary Public - Sep 23, 2015 1 _ My Comm. Expires 128810 •' Commission # ! ��; Comma h National Notary Assn. %'e F4 °.� Bonded Through N se- :mo d c it PERMIT #: _l2-LSD Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO CCMPUANCE WITH ALL FEDERAL STATE ANU CCUN'i'Y RULES AND REGULATIONS t■ WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 12/9/2011 Analysis by: E. LANDERS Company Name: EDWARD A. LANDERS, P.E. Description: BOB LONGMAN 913 N.E. 95 ST. MIAMI SPRINGS, FL. 33138 Structure Type Building Basic Wind Speed (V) Struc Category (I, II, III, or I 146 mph 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 4.0 :12 Slope of Roof (Theta) 18.4 Type of Roof Hipped Deg Kd (Directonality Factor) 0.85 Eave Height (Eht) 20.00 ft Ridge Height (RHt) 26.00 ft Mean Roof Height (Ht) 24.00 ft Width Perp. To Wind Dir (B 40.00 ft Width Paral. To Wind Dir (t 106.00 ft culated: Parameters_ Type of Structure Height/Least Horizontal Dim 0.60 Flexible Structure No Gust "Fact+or Catego Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft 'bid ;Structures "- Sit Gust1 1For rigid structures (Nat Freq > 1 Hz) use 0.85 ist actor Categoi Lzm Q Gust2 Zmin plified Me. II :'. Rigid Structures - Complete An 0.85 Cc * (33/z) "0.167 I *(zm/33) ^Epsilon 427.06 (1 /(1 +0.63 *((B +Ht) /Lzm) "0.63)) "0.5 ft 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) ust Factor Summary .......... Since this is not a flexible structure the lessor of Gust1 or Gust2 are used Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max+ Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 0.85 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a= 4 4.00 ft Double Click on any data entry line fo a Hipped Roof 7 < Theta < =27 Component Width (ft) Span (ft) Area (ft" 2) Zone GCp Wind Press (1b/ft ^2) Max Min Max Min MKS. "B, C & D" 10.00 4 1.00 -1.10 51.29 -55.64 10.00 5 1.00 -1.40 51.29 -68.68 MARK "A" 32.00 4 0.91 -1.01 47.42 -51.76 32.00 5 0.91 -1.22 47.42 -60.93 Note: * Enter Zone 1 through 5, or 1H through 3H for overhanas_ Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 12/9/2011 Page No. 2 of 2 lot HURRICANE SHUTTERS MANUFACTURES OF HURRICANE SHUTTERS AND BUILDING PRODUCTS - NEW PRODUCT LINE FOR THE 21ST CENTURY 6865 N.W.36th AVENUE, MIAMI, FL 33147 • PHONE: (305) 635 -0900 / (800) 327 -0905 • FAX: (305) 6349078 ww*.Hursthu rricaneshutters.com Shutter Product Approval Authorization Form: Date: ORi Cla l- Municipality: Building Official: Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description: "HT -100" ALUMINUM ACCORDION SHUTTER - UNIMATE Product Approval: 08- 1014.02 This letter authorizes: bu.01.41 To use the above mentioned product at the following job: TuBULL--464n(Rrnan c' l 3 /OE 95 sham"" au 'Al 351 • urst • wning Company, Inc. Magali Garmendia President 1: This form must accompany the application for building permit and shall become part of the permit documents 2: The authorized signature must bear the raised corporate seal of the company holding the Dade County of Acceptance. 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36th Ave. Miami, FL 33147 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or • material fails to meet the requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Q0 HT -100 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 08 -193, titled " HT -100 Accordion Shutter ", sheets 1 through 12 of 12, prepared by EngCo, Inc., dated July 09, 2008, signed and sealed by. Pedro De Figueiredo, P.E., on October 06, 2008 bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and • the expiration 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 the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0822.01 and consists of this page 1, evidence submitted pages E -1, E -2, E -3, E -4 & E -5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI•DADE COUNTY t Y APPROVED 110 NOA No. 08- 1014.02 Expiration Date: 01/13/2013 Approval Date: 11/06/2008 Page 1 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0816.02 A. DRAWINGS 1. Drawing prepared by Knezevich & Associates, Inc., titled "HT100 Accordion Shutter, " Drawing No. 99 -802, dated July 23, 1996, revision #6 dated June 10, 1999, sheets 1 through 6 of 6, signed and sealed by V. J Knezevich, P.E. B. TESTS 1. See Association's generic approval under 99 -0036. C. CALCULATIONS 1. See Association's generic approval under 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 -0036. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated August 3, 1999, certifying this product to meet the criteria of product tested and approved, and allowing Hurst Awning Company Inc., to use the test results approved under Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Hurst Awning Company, Inc., dated August 3, 1999, signed by Mr. Frank S. Cornelius. 3. Letter' by Knezevich & Associates, Inc., dated August 10, 1999, certifying that the drawing (No. 99 -802) prepared for Hurst Awning Company, Inc., signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 96 -168). 4. Acceptance letter issued to Mr. Frank S. Cornelius on September 21, 1999 and returned signed by Mr. Frank S. Cornelius on September 21, 1999, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 1110.01 A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 99 -0036. C. CALCULATIONS 1. See Association's generic approval under 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 99 -0036. E -1 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 1014.02 Expiration Date: 01/13/2013 Approval Date: 11/06/2008 Hurst Awning Co., Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS 1. Acceptance letter issued to Mr. Frank S Cornelius on December 7, 1999 and returned signed by Mr. Frank S. Cornelius on January 11, 2000, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0315.09 A. DRAWINGS See NOA 02-0315.09 (General Notes) B. TESTS See NOA 99- 1110.01 C. CALCULATIONS See NOA 99- 1110.01 D. MATERIAL CERTIFICATIONS See NOA 99- 1110.01 E. STATEMENTS See NOA 99- 1110.01 F. OTHER See NOA 99- 1110.01 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 1227.02 A. DRAWINGS 1. Drawing No. 02 -643, titled "HT100 Accordion Shutter", sheets 1 through 7 of 7, prepared by V.J. Knezevich, P.E., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 02 -0799. C. CALCULATIONS 1. See Association's generic approval under 02 -0799. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 02 -0799. E -2 //-e /11 my A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 1014.02 Expiration Date: 01/13/2013 Approval Date: 11/06/2008 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS 1. Letter by Knezevich & Associates, Inc., dated December 19, 2002, certifying that the drawing (No. 02 -643) prepared for Hurst Awning Company, Inc., signed and sealed by Mr. V. J Knezevich, P.E., is engineering wise identical to Hi-Tech 's generic drawing (No. 02 -458). 2. Acceptance letter issued to Mr. Frank S. Cornelius on January 14, 2003 and returned signed by Mr. Frank S. Cornelius on January 15, 2003, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0328.01 A. DRAWINGS 1. Drawing No. 06 -341, titled "HT -100 Accordion Shutter", sheets 1 through 7 of 7, prepared by Thornton - Tomasetti Group, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by•V.J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated March 14, 2006, certifying this product to meet the criteria ofproduct tested and approved, and allowing Hurst Awning Co., Inc. to use the test results approved under Miami - Dade County Approval No. 05 -0321, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Hurst Awning Co., Inc, dated March 21, 2006, signed by Frank Cornelius. 3. Letter by Thornton - Tomasetti Group, dated March 14, 2006, certifying that the drawing (No. 06 -341) prepared for Hurst Awning Co., Inc , signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi -Tech 's generic drawing (No.05 -509). E -3 my A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 1014.02 Expiration Date: 01/13/2013 Approval Date: 11/06/2008 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #07- 0822.01 A. DRAWINGS 1. None. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Acceptance letter issued to Mr. Frank S. Cornelius on October 28, 2007 and returned signed by Mr. Frank S. Cornelius on October 29, 2007, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08 -193, titled " HT -100 Accordion Shutter ", sheets 1 through 12 of 12, prepared by EngCo, Inc., dated July 09, 2008, signed and sealed by Pedro De Figueiredo, P.E., on October 06, 2008. B. TESTS 1. See Association's generic approval under 08 -1006. C. CALCULATIONS 1. See Association's generic approval under 08 -1006. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 08 -1006. m A. Makar, P.E. M.S. Y P.E., Product Control Examiner NOA No. 08- 1014.02 Expiration Date: 01/13/2013 Approval Date: 11/06/2008 E -4 Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated October 07, 2008, certifying this product to meet the criteria of product tested and approved, and allowing Hurst Awning Co., Inc. to use the test results approved under Miami - Dade County Approval No. 08 -1006, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Hurst Awning Co., Inc, dated October 07, 2008, signed by Frank Cornelius. 3. Letter by EngCo Inc., dated October 04, 2008, certifying that the drawing (No. 08 -193) prepared for Hurst Awning Co., Inc , signed and sealed by Mr, Pedro De Figueiredo, P.E., is engineering wise identical to Hi- Tech's generic drawing. 4. Acceptance letter issued to Mr. Frank S Cornelius on November 06, 2008 and returned signed by Mr. Frank S Cornelius on November 06, 2008, indicating to please issue the proposed .Notice of Acceptance as submitted and reviewed. E -5 //1/(4— //(0/-°' 11my A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 1014.02 Expiration Date: 01/13/2013 Approval Date: 11/06/2008 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36th Avenue Miami, FL 33147 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In .Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately 'revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. . This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050". Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 08 -133, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Knezevich Associates, dated July 08, 2008, last revision #1 dated August 12, 2008, signed and sealed by V. J. Knezevich, P.E., bearing theMiami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved "., unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA. is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 07- 0322.03 and consists of this page 1, evidence submitted pages .E -1, E -2, E -3 & E -4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 9 AZodB MIAMI-DADE COUNTY .ra:;;M' APPROVED ,•;ys.;..z NOA No. 08- 0717.03 Expiration Date: 08/19/2013 Approval Date: 09/11/2008 Page I Hurst Awning Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. OTHER See NOA 99- 0621.06 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0624.05 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of no change, issued by Hurst Awning Co., Inc., signed by Frank Cornelius, dated 6/21/02. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0731.15 A. DRAWINGS 1. Drawing No. 02 -373, titled . " 0.050 ".Aluminum Storm Panel", sheets 1 through 5 of 5, prepared by Knezevich & Associates, Inc., dated July 19, 2002, last revision #1 dated August 26, 2002, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 20 ga. Steel storm panels, prepared by Construction Testing Corporation, Report No. CTC -98 -044, dated September 08, 1998, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050 " Aluminum Storm Panels, dated July 22, 2002, pages 1 through 16, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. None. E -2 I el my A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0717.03 Expiration Date: 08/19/2013 Approval Date: 09/11/2008 Hurst Awninz Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test report on Large Missile Impact Test, ,Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 0.050" Aluminum Storm Panels, prepared by Construction Testing Corporation, Report No. CTC -08 -008, dated June 11, 2008, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050 " Aluminum Storm Panels, dated July 09, 2008, pages 1 through 36,. prepared by Knezevich Associates, Consulting Engineers, signed and sealed by V.J. Knezevich, P.E. D. QUALITY ASSURANCE . 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. E -4 A/6,--) nlelmy A. Makar; P.E., M.S. Product Control Examiner NOA No. 08- 0717.03 Expiration Date: 08/19/2013 Approval Date: 09/11/2008 INDICES: SHEET 1 - INDICES, GENERAL NOTES, TYPICAL ELEVATION, ALLOWABLE BLADE PRESSURE TABLE 1 AND GLASS SEPARATION TABLE 2 SHEET 2 - SHUTTER COMPONENTS SHEET 3 - SHUTTER COMPONENTS, BLADE ASSEMBLY, ANCHOR • SCHEDULE SHEET 4.- HORIZONTAL LOCK SECTIONS LOCK SHEET 5 - VERTICAL SECTIONS A, Al, D, D1 SHEET 6 - VERTICAL SECTIONS B, B1, B2, B3 SHEET 7 - VERTICAL SECTIONS C, Cl, E, El SHEET 8 - VERTICAL SECTIONS F, H, G SHEET 9 - VERTICAL SECTIONS L, L1 SHEET 10- VERTICAL SECTIONS I, R SHEET 11- HORIZONTAL SECTIONS J, J1, K, K1 SHEET 12- SPAN TUBE OPTION GENERAL NOTES' 1- DEFINITION' THIS PRODUCT IS AN ACCORDION TYPE SHUTTER] DESIGNED, CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN OPENING,•PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LARGE & SMALL MISSILES) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 2— CODE: THIS PRODUCT HAS. BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE UNDER TAS 201, 202 AND 203. 3- POSTING+ AT LEAST ONE PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING THE FOLLOWING: 'HURST AWNING COMPANY, INC. MIAMI - FLORIDA • • MIAMI -DADE COUNTY PRODUCT APPROVED' 4- LOADS:. THE DESIGNED LOAD (BASED ON ASCE 7) MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT' TO BE USED. 5- MATERIAL' ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063 -T6 OR AS NOTED. 6- FASTENERSI ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL. • 7- USE :. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7.1- THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA SUCH AS BUT NOT LIMITED TO WINDL ❑ADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC, 7,3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8- WIND LOAD CALCULATION MUST BE IN COMPLIANCE WITH THE CURRENT ASCE 7 STANDARD, A DIRECTIONALITY FACTOR Kd=. 85 SHALL BE USED. TABLE 1 MAXIMUM ALLOWABLE SHUTTER SPAN SCHEDULE TABLE 1 NOTES: 1- CASE 1- ACCORDION SHUTTER SPAN (INCHES) SCHEDULE FOR ALL CONDITIONS EXCEPT C, E AND F MOUNTS 2- CASE 2- ACCORDION SHUTTER SPAN (INCHES) SCHEDULE FOR MOUNTING CONDITIONS TYPE F OR TYPE C WITH SINGLE ANGLE (MAX. 3 -3/4' BUILT -OUT) 3- CASE 3- ACCORDION SHUTTER SPAN (INCHES) SCHEDULE FOR MOUNTING CONDITIONS TYPE C WITH DOUBLE 1/8' ANGLES OR SINGLE 1/4' ANGLE (MAX. 3 -3/4' BUILT -OUT). 4- CASE.4- ACCORDION SHUTTER SPAN (INCHES) SCHEDULE FOR MOUNTING CONDITIONS TYPE E.(MAX.• 9 -3/16' BUILT -OUT) 5- PD- DESIGN WIND LOAD (PSF) . 6- FOR DESIGN WIND LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TYPICAL ELEVATION (A, 8, C, C1, D, E, E1, F, I, L) CASES PD 1 2 3. 4 30. 0 157 148 157 151 38.0 .157' 132 157 134 40. 0 155 128 149 131 48. 0 148 117 124 120 52.0 145 112 115 115 56.0 143 108 108 111 61.5 139 103 103 106 63, 3 138 102 102 104 66. 8 131 99 99 101 67. 5 129 99 99 101 71.2 123 96 96 98 75.0 116 92 92 96 81.4 107 84 84 88 86.8 101 79 79 82 91.4 96 75 75 78 100.0 87 69 69 72 110,0 79 62 62 65 120.0 73 57 57 60 130,0 67 53 53 55 140.0 62 49 49 51 150.0 58 46 46 48 160.0 54 43 43 45 170,0 51 40 40 42 TABLE 1 NOTES: 1- CASE 1- ACCORDION SHUTTER SPAN (INCHES) SCHEDULE FOR ALL CONDITIONS EXCEPT C, E AND F MOUNTS 2- CASE 2- ACCORDION SHUTTER SPAN (INCHES) SCHEDULE FOR MOUNTING CONDITIONS TYPE F OR TYPE C WITH SINGLE ANGLE (MAX. 3 -3/4' BUILT -OUT) 3- CASE 3- ACCORDION SHUTTER SPAN (INCHES) SCHEDULE FOR MOUNTING CONDITIONS TYPE C WITH DOUBLE 1/8' ANGLES OR SINGLE 1/4' ANGLE (MAX. 3 -3/4' BUILT -OUT). 4- CASE.4- ACCORDION SHUTTER SPAN (INCHES) SCHEDULE FOR MOUNTING CONDITIONS TYPE E.(MAX.• 9 -3/16' BUILT -OUT) 5- PD- DESIGN WIND LOAD (PSF) . 6- FOR DESIGN WIND LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TYPICAL ELEVATION (A, 8, C, C1, D, E, E1, F, I, L) TABLE 2 MINIMUM SHUTTER SEPARATION FROM.GLASS SCHEDULE POSITIVE DESIGNED LOAD (PSF) ACTUAL SPAN (INCHES) INSTALLATION LESS THAN OR EQUAL TO 30' ABOVE GRADE 11, K, KO f 30 84 2 -7/8' 1 -5/8' 96 2 -7/8' 1 -5/8' 132 3' 2 -1/8' 157 3 -3/4' 2 -3/4' . 40' 84 2 -7/8' 4 LOCK 2 -7/8' 1 -5/8' 132 3' 2 -1/4' 155 3 -3/4' 3' 50 84 C A, Al, 6, 81, 82, 83, C, C1, 0, D1, E , E 1 , F , G, H, L, L 1, R SHUTTER WIDTH (SW) tin 1 TMTTATTnN TABLE 2 MINIMUM SHUTTER SEPARATION FROM.GLASS SCHEDULE POSITIVE DESIGNED LOAD (PSF) ACTUAL SPAN (INCHES) INSTALLATION LESS THAN OR EQUAL TO 30' ABOVE GRADE INSTALLATION GREATER THAN 30' ABOVE GRADE 30 84 2 -7/8' 1 -5/8' 96 2 -7/8' 1 -5/8' 132 3' 2 -1/8' 157 3 -3/4' 2 -3/4' . 40' 84 2 -7/8' 1 -5/8' ' 96 2 -7/8' 1 -5/8' 132 3' 2 -1/4' 155 3 -3/4' 3' 50 84 2 -7/8' 1 -5/8' 96 2 -7/8' 1 -3/4' 132 3' 2 -1/2' 146 3 -3/4' 3' • 60 84 2 -7/8' 1 -5/8' 96 2 -7/8' 1 -3/4' 132 3' 2 -3/4' 140 3 -3/4' 3' 70 84 2 -7/8' 1 -5/8' 96 2 -7/8' 1 -7/8' 115 3' 2 -1/4' 124 3' 2 -5/8' 80 84 2 -7/8' 1 -3/4' 96 2 -7/8' 1 -7/8' 132 3 -1/8' 3 -1/8' 84 2 - / /U' 1 -3/4' 90 96 2 -7/8' 2' 84 2 -7/8' 1 -3/4' 100 96 2 -7/8' 2' TABLE 2 NOTE: 1- ENTER ON TABLE 2 THE POSITIVE DESIGN WIND LOAD AND THE ACTUAL SPAN TO DETERMINE MINIMUM SHUTTER SEPARATION FROM GLASS. MANUFACTURER: Hurst Awning Company, Inc. 6865 NW 36th AVE. MIAMI, FLORIDA 33147 TEL.: (305) 635 -0900 FAX.: (305) 634 -9078 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: Ert.gai 3ht.e. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FL 33313 ENGCO@AOL.COM OCT � 6 2008 Engineer Seal Pedro De Figueiredo, PE 52609 DRAFTING PK DRAFTING & MORE MIAMI -DADE BCCO: •ERODE CT i E Vr1SSED ms corgis y ;Ma tho L Belding Cie Asp p i<a o8 -1 o � -c>2. flan Drae_o % - , !3 By WilamiDed DDivision- Date: 07/09/08 Scale: NA Design by: PPMF Drawing Number 08 -193 Sheet 1 of 12 1- HEADER -CLG MOUNTED m t--1. 68 62 ro 710 tr'- 4- ADJ. SILL TOP O �. 0 1. 250- 7- FLAT END SLAT 2 -- HEADER -WALL MOUNTED in m v7 -1 O -I 5- ADJ. SILL -BOT 507 8- TYPICAL SLATS- a 99 N .c 56 8A- ADAPTER SLAT PO SHUTTER COMPONENTS 2A- BUILD -OUT WALL HEADER 5A- ALTERNATIVE ADJ. SILL -BOT 11A- ANGLES 6063 -T6 2. 0 I 16- WALKOVER SILL TRACK ro 1 CO O 24- OPTIONAL HANDLE 11- ANGLES 6063 -T6 2. 0 2.42 . 076 .. 50 o �r- I 0 N o .600 -A 1- I 3- SILL -WALL 097 MOUNTED 9- CENTER MATE 1 9A- CENTER MATE 1 3. 00 55 C) J- -I. 724, -- 6- RECESS TRACK L r0 10- CENTER MATE 2 10A- CENTER MATE 2 948-1 9B- UNIMATE MANUFACTURER: Hurst Awning Company, Inc. 6865 NW 36th AVE. MIAMI, FLORIDA 33147 TEL.: (305) 635 -0900 FAX.: (305) 634 -9078 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: • Ert4Tu 33nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO @AOL.COM OCT (6 2008 Engineer Seal - Pedro De Figueiredo, PE 52609 DRAFTING PK DRAFTING & MORE MIAMI —DADE BCC' PRODUCT REV,FS Est eamrst ng lvi r.a W _d ida .Ae:;; N D a 0 �. v� irr. a 0 3 Miami Dad DIat0tri Date; 07/09/08 Scale: NA Design by: PPMF Drawing Number 08 -193 Sheet 2 of 12 0 N co TYPICAL BLADE ASSEMBLY 23: 12A HEEL CARRIER EVERY OTHER BLADE 1. 500 — rl. 249-{ 881 -jtt TYP. AT EVERY OTHER INSIDE JOINT AT TOP . 230 MAX 1N 01. . 3000 12A- CARRIER 12D- ROLLER ASSEMBLY• 60 • . 00 1. 0 0.4 011111d►►►►►►►►1M111•1 23A- 2' LONG 4300 H . 2300 MAX 12B -TOP 12- BUSHINGS NYLON • 3. 00. 1. 600 1 1. 0--10,4 dul►�ululU ►� 23B- 3' LONG 23- #14 SCREW WITH #10 HEAD 410 HT STAINLESS STEEL (W/ FLUOROCARBON COATED) 3]50i 0 0 o' . 2300 MAX 12C- BOTTOM -r 22- WASHER STAINLESS STEEL 788 . 375 188 0 13- LOCK INSERT O n O cu O ro 1.350 2. 373 15- STACK LOCKING CLIP 6063 -T6 SHUTTER COMPONENTS 0 in n 14- LOCKING ARM 1/8' THICK STAINLESS STEEL 0! 0 VARIES (12' MIN. ) 0 I 1. 0001— 14A- LOCKIN PIN (OPTIONAL) 6063 -T6 W/ #6 THUMB SCREW . USED WITH PIECES 9A & IOA 0 0 18- HANDLE SHIM ( NYLON) 0 •r` . 550 . 360 -7-77 150 0 co 0 . 630 0 17- LOCKING ARM ALIGMENT BUSHING (NYLON) ANCHOR SCHEDULE TYPE DESCRIPTION - EMB E. D. A 1/4' ITW TAPCON INTO 3000 PSI CONCRETE 1.75 3.0 1/4' ELCO ULTRACON INTO 2700 PSI CONCRETE 1.75 2.5 Al 1/4' ITW TAPCON INTO CONCRETE BLOCK 1.00 2.0 1/4' ELCO ULTRACON INT❑ CONCRETE BLOCK 1.25 2.0 B 1/4-20X1 ALL POINTS INT❑ 3, 0 KSI CONCRETE 0. 875 3. 0 B1 1/4 -20X1 ALL POINTS INTO CONCRETE BLOCK 0.875 3.0 C 5/16' ELCO ULTRACON INTO 3. 5 KSI CONCRETE 1, 75 3, 0 C1 •5/16' ELCO ULTRACON INTO CONCRETE BLOCK 1.25 3.0 E 1/4' WOOD LAG SCREW INTO G. 55 WOOD 1.50 0. 75 NOTES: ED+ EDGE DISTANCE SHALL BE BEYOND WALL DRESSING EMB +EMBEDMENT SHALL BE BEYOND WALL DRESSING 1/4' TAPCON CAN BE USED IN REPLACE OF 1/4' LAG SCREWS MANUFACTURER: Hurst Awning Company, Inc. 6865 NW 36th AVE. MIAMI, FLORIDA 33147 TEL.: (305) 635 -0900 FAX.: (305) 634 -9078 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: ErtgCCia 3xtr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO @AOL.COM OCT 8 6 2008 Engineer Seal Pedro De Figueiredo, PE 52609 DRAFTING' PK DRAFTING & MORE MIAMI -DADE BCCO: P11ODUCT LiEVi,`•E ss e g s�`h e nakt Dailies Cis Acee 2seei- ;eo,,, —)o ERyirotion Dat •oZ • 'oj3 f 4• Mimi Da Dhisioa ?<."vntleg Date: 07/09/08 Scale: NA Design by: PPMF Drawing Number 08 -193 • Sheet 3 of 12' OPTIONAL SCRE USED FOR STACKING• TYPICAL ALTERNATE INSIDE LOCK HANDLE 24 SECTION LOCK OPTIONS FOR LOCK BLADE ASSEMBLY PTIONAL SCREV USED FOR STACKING TYPICAL 7 14 OPTIONAL. 14 ALTERNATE INSIDE LOCK HANDLE .10 OCK HANDLE 6 1/2' TYPICAL PUSH — BUTTOM LOCK INSIDE OR OUTSIDE 1 /4X1 1/2 PULL PIN 14A OPTIONAL INSIDE OR OUTSIDE 2 J OPTIONAL SCR USED FOR STACKING . TYPICAL 1 9 PTIONAL SCREV USED FOR STACKING 17 TYPICAL 10A OCK HANDLE 1/4 -20X1 THUMB SCREW INSIDE OR OUTSIDE o • [-- -BLADE MID - PLAINT i' O •-a t J C3 V1 l '-EACH SHUTTER UNIT TO USE A MINIMUM ONE LOCK, LOCKING MECHANISM CAN BE LOCATED 18' ABOVE OR BELOW BLADE MID POINT AND AT ANY HORIZONTAL LOCATION, LOCKING MECHANISM SHALL BE PLACED IN THE LOCKED POSITION TO PROVIDE HURRICANE PROTECTION' MANUFACTURER: Hurst Awning Company, Inc. 6865 NW 36th AVE. MIAMI, FLORIDA 33147 TEL.: (305) 635 -0900 FAX.: (305) 634 -9078 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: EitgClu 3htr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO @AOL.COM Engineer Seal Pedro De Figueiredo, PE 52609 DRAFTING' PK DRAFTING & MORE MIAMI —DADE BCC❑: RIEWBED as con3r3ykag € i 3 tai+... �i Balding ^ c Aseegtsa b / . 6 2 Es3aiir yeas Data O a.o 1 S • . .1: Ey toa�H imam Division Date: 07/09/08 Scale: NA • Design by: PPMF Drawing Number 08 -193 Sheet 4 of 12 SECTION A WALL MOUNT SECTION (HEADER OR SILL) ANCHORS SPACED AS PER TABLE BELOW \{3 W W U A LI SEE TABLE 2 FOR GLASS SEPARATION SECTION Al SILL MOUNT SECTION (SILL) 3-/ • • • ANCHORS SPACED AS PER TABLE BELOW MAX, BLADE SPAN IN INCHES ANCHOR TYPE DESIGNED PRESSURES IN PSF 05-2X1 AND ..05 -2X2 6063 —T6 ALUMINUM TUBE ANCHORS SPACED AS PER TABLE BELOW SECTION D TUBE WALL MOUNT SECTION (HEADER OR SILL) • Q� 1 1 • IMO IMO > SECTION D1 TUBE WALL MOUNT SECTION (SILL) 3 7 i 1 SEE TABLE 2 FOR GLASS SEPARATION ANCHORS SPACED AS PER TABLE BELOW • 6016/3 -8 A LA 1U/8 -2X2 TUBE CMB; MAXIMUM ANCHOR SPACING IN INCHES ON CENTER A 1 SECTIONS: A- SILL / HEADER Al- SILL 45 57 73 105 170 5 6 4 4- 157 BI .. 4 3 C 7 C 3 5 7 4 6 3 4 — 3 108 Al B B1 C C1 E - 9 6 10 — 8 7 5 8 — 6 5 4 6 — 5 3 3 96 68 Al B B1 C C1 8 7 5 10 8 6 4 2 7 5 4 3 12 9 7 5 5 E 9 7 5 4 A 12 10 7 5 Al B 12 11 8 B1 10 8 6 6 3 4 C 12 12 •10 7 C1 7 6 12 10 8 5 3 SECTIONS: D- SILL / HEADER D1- SILL 45 57 73 10 170 5 7 5 4 8 5 7 10 11 8 12 6 10 11 — 12 9 7 5 4 6 8 9 6 11 8 9 10 .3 6 4 6 7. 5 6 7 8 3 3 4 5 3 6 4 5 5 12 12 9 6 5 12 9 7 5 12 12 10 7 5 4 12 12 11 12 10 8 8 5 3 5 3 12 12 12 9 6 9 7 • 6 12 12 10 7 4 e MANUFACTURER: Hurst Awning Company, Inc. 6865 NW 36th AVE. - MIAMI, FLORIDA 33147 TEL.: (305) 635 -0900 FAX.: (305) 634 -9078 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: Extgati 1xtr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO @AOL.COM Engineer Seal Pedro De Figueiredo, PE 52609 DRAFTING' PK DRAFTING & MORE MIAMI —DADE BCCD - PRODUCT PSVlSF . as complying : ate Neall,s Belding Code Acceptance ile0 — /o/ •a2 Eaplr•don Mae aJ / i• CZLrivai Padg Division ' 013 Date: 07/09/08 Scale: NA Design by: PPMF Drawing Number 08 -193 Sheet 5 of 12 SECTION B INSET MOUNT (HEAD OR SILL) (ED) EDGE DISTANCE ANCHORS SPACED AS PER TABLE BELOW ¢� ■ Irlitr"Mj ¢� SEE TABLE 2 I- FOR GLASS - SEPARATION 3/16" 5052 ALUM. ALLOY POP RIVETS OR #12 TEK SCREWS.AT 6' OC FRONT AND BACK ANCHORS SPACED AS PER TABLE BELOW /5 tm' (ED) EDGE ~DISTANCE SECTION B3 FRONT ANCHOR ADJUSTABLE FLOOR MOUNT (SILL ONLY) SEE TABLE 2 - FOR GLASS - SEPARATION E\ ANCH ❑RS SPACED AS PER TABLE BELOW �I SECTION B1 ADJUSTABLE FLOOR MOUNT (SILL ONLY) MAX, BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON SHEET 3 FOR ANCHOR TYPE DESIGNED PRESSURES IN PSF-1 45 SECTION B SILL. / HEADER .Lh /5A 3/16" 5052 AUK M O PIP RIVETS IR 112 TEK SCREWS AT 6' IC RN' AID BACK I (ED) EDGE DISTANCE D OPTIONAL LOCATION ANCHORS SPACED AS PER TABLE BELOW SECTION' B2 REAR ANCHOR • ADJUSTABLE FLOOR MOUNT (SILL ONLY) �r ¢ c 3/16" 5052 kilt f i ALLOY PEP RIVETS Qt 112 TEK SCREWS AT 6' IC FRDII' AID RICK SEE TABLE 2 - FOR. GLASS - SEPARATION (ED) EDGE /5 1/8 -1X1 6063 -T6 ALUMINUM ANGLE II DISTANCE ANCHORS SPACED AS PER TABLE BELOW MAXIMUM ANCHOR SPACING IN INCHES ON CENTER A 8 AI 157 B1 C Cr E 6 12 5 5 108 A Al 13 B1 C C1 E 11 4 12 10 12 7 8 96 A Al B B1 C Cl E. 12 4 12 11 .12 '8 9 68 .A Al B B1 C Cl E 12 6 12 12 12 12 12 57 6 7 5 10 11 8 12 6 6 10 12 12 7 12 12 12 12 10 10 73 5 105 - 170 - 6 7 4 5 7 - 8 6 11 - 5 - 6 4 8 - - 3 - 5 - 5 3 8 5 - 9 - 6 - 4 7 12 5 , 6 11 4 12 4 9 - 4 8 - 9 3 5 - 5 - 6 10 12 7 8 7 12 5 5 4 7 - 3 SECTIONS B1 OR B3 SILL 45 5 - 6 4 8 - 4 `8 r- 9 6 12 -5 6 9 -- 10 7 - 12 5 T 7 12 4 .12 11 12 8 10 57 4 - 5 3 6 - • 3. 6 - 7 5 9 - 5 7 - 8 6 10 - 5 10 - 12 8 12 6 8 73 - - 4 - 5 - - 5 - 5. 4 7 - 4 5 - 6 4 8- - 4 8 - 9 6 12 5. 6 105 - - - - - - - - - 4 - 5 - - - - 4 3 5 - 3 5 - 6 4 8 - 4 170 - - - - - - - - - - - - - - - - - - - - - - - 4' - 5 - - SECTION B2 SILL 45 4 - 4 3 6• - 3 6 - 7• 5 8 - 5 6 - 8 5 .10 - 5 9 - 11 8 12 6 8 57 - - 3 - - - - 4 - 5 4 7 - 4 5 - 6 4 7 - 4 7 - 8 6 11 - 6 73 - - 3 - . - - - - - 4 3 • 5 - 3 4 - 4 3 6 - 3 5 - 7 5 8 - 5 105 - - - - - - - - - 3 - - - - - - 3 - - - - 4 - 4 3 6 - 3 MANUFACT.URER: Hurst Awning Company-, Inc. 6865 NW 36th AVE. .. MIAMI, FLORIDA 33147 TEL.: (305) 635 -0900 FAX.: (305) 634 -9078 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: ngCaII 3xtr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO @AOL.COM Engineer Seal Pedro De Figueiredo, PE 52609 DRAFTING: PK DOI TIKO & MORE MIAMI -DADE BCC❑ g .orouc f niamo Buidhtg Cis; AcRep nc2;'da o °- a 02 Ezpir D ite o,4, L of 3 Y Miami Da �lvisiag Date: 07 /09/08 Scale: NA Design by: PPMF Drawing Number 08 -193 Sheet 6 of 12 SECTION C ANGLE BUILT -OUT MOUNT (HEAD OR SILL) �� N• - x ce 1=1 LL. ce 0 J CL CV) W LJL M U ¢ < • J J Li ¢ ¢ J f— 1= ¢ • H L W w C") 14 -20 HHMS W/ NUT @ 12'OC Xd- Q 11, 11 (2X) 11 ANCHORS SPACED AS. PER TABLE BELOW CMBED SECTION C1 REVERSED ANGLE BUILT -OUT MOUNT (HEAD OR SILL) L MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON SHEET 3 FOR ANCHOR TYPE -. -- EMBED— 14 -20 HHMS W/ NUT @ 12'OC SECTION E DOUBLE ANGLE BUILT -OUT MOUNT (HEAD OR SILL) TWO ROWS 1/4 -20 HHMS OR #14 TEKS SPACED AT 12'OC 1/4 -20 MS W/ NUT SPACED AT 12'OC 11, 11 (2X) 11 ANCHORS SPACED AS PER TABLE BELOW 11 N8 ANCH ORS SPACED AS PER TABLE BELOW SECTION El REVERSED DOUBLE ANGLE BUILT -OUT MOUNT (HEAD OR SILL) trar SEE TABLE 2 FOR GLASS SEPARATION TWO ROWS 1/4 -20 HHMS OR #14 TEKS SPACED AT 12'OC -7-11 EMBED, 11, 11A . (2X) 11 ANCHORS SPACED AS DPER TABLE BELOW DESIGNED PRESSURES IN PSF—j MAXIMUM ANCHOR SPACING IN INCHES ON CENTER A SECTION C SILL / HEADER 45 57 73 105 170 7 5 4 Al B. 8 6 5 157 B1 6 4 3 C 10 8 6 Cl 3 E 7 6 4 3 A Al B 10 8 6 4 12 9 7 5 3 108 B-1 9 7 5 3 C 12 11 9 6 Cl 6 5 E 11 9 7- 5 3 A 12 9 7 Al B 12 11 8 6 3 96 31 10 8 6 4 C 12 12 10 7 Cl 7 5 E 12 10 8 5 3 A 12 12 10 7 4 Al 5 4 B 12 12 12 8 5 68 B1 12 11 8 6 3 C 12 12 12 10 6 Cl 10 8 E' 12 12 6 11' 8 5 SECTION C1 SILL / HEADER 45 57 73. 105 170 10 7 6 4- 11 9 7 5 3 8 6 5 3 12 11 8 6 6 10 8 6 4 12 11 9 6 4 12 12 10 7 4 12 9 7 5 3 12 12 12 8 5 •8 6 5 12 12 9 6 4 12 12 10 7 4 5 4 12 12 11 8 5 12 10 8 5 3 12 •12 12 9 6 9 7 6 12 12 10 7 4 12 12 12 10 6 7 5 4 12 12 12 11 7 12 12 12 8 5 12 12 12. 12 8 12 11 8 6 12 12 12 10 6 SECTION E SILL / HEADER : 45 5 - 6 4 7 - 6 8 - 9 6 11 - 8 9 - 10 7 12 5 9 12 4 12 10 12 7 12 57 4 - 5 3 6 - 5 6 - 7 5 9 - 7 7 - 8 6 10 - 8 10 - 12 9' 12 6 11 73 - - 4 3 5 - 4 5 -. 6 4 7 - 6 6 - 7 5 8 - 6 8 - 10 7 12 5 9 105 - - 3 - - - - 4 -- 4 3 5 - 4 4 - 5 3 6 - 5 6 - 7 5 9 -. 7 170 - - - - - - - - - 3 - - - - - - 3 - - - 3 4 - 4 3 5 - 4 SECTION El SILL / HEADER 45 57 73 105 170 6 5 4 7 6 4 3 5 4 3 9 7 5 6 5 4 3. 9 7 5 4 11 8 6 4 6 4 3 12 10 8 5 5 10 8 10' 8 6 4 6 4 12 9 7 5 3 9 7 5 3 12 11 9 6 11 9 7 5 3 12 12 9 6 4 4 12 12 10 7 4 12 10 7 5 3 12 12 12 9 5 9 7 5 12 12 10 7 4 MBED- MANUFACTURER: Hurst Awning Company, Inc. 6865 NW 36th AVE. MIAMI, FLORIDA 33147 TEL.: (305) 635 -0900 FAX: (305) 634 -9078 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: ErtgCanr 3htr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO @AOL.COM • Engineer Seal Pedro De Figueiredo, PE 52609 DRAFTING PHr RRFTIRG & MORE MIAMI -DADE BCCO1 I;TODUCT %EV1SEID �5 cam przyin 4 t26 the ri Basi:diE g Code Aceelstaace Noo -1 )3 o / • D Z p� - :gym Dee o 20 j3 MiisaeiiiDa &0°+1;esetCent Mvhiers Date: 07/09/08 Scale: NA Design by: PPMF Drawing Number 08 -193 Sheet 7 of 12 CU w°- ¢� U Ga Q J Wf:C1 -J � X I— z< W ck W 0 SEE TABLE 2 FOR GLASS SEPARATION #14- 14x3 /4' SS SMS AT 12' OC SECTION H SILL ANGLE ADJUSTABLE SILL MOUNT ANCHORS SPACED AS PER TABLE BELOW 11A\ .a TT .i t� ♦ �. (�w1.4 --1. C ED) EDGE I--DISTANCE MAX. BLADE SPAN IN INCHES SEE ANCHOR SCHEDULE ON SHEET 3 FOR ANCHOR TYPE DESIGNED PRESSURES IN PSFi \ 45 57 73 105 170 SECTION G SILL 1. 0— SECTION F BUILT - ❑UT TRACK WALL MOUNT SECTION (HEADER OR SILL) WHEEL' ASSEMBLY APPLICABLE ONLY FOR HEADER_ ANCHORS SPACED AS PER TABLE BELOW —FMB; SEE TABLE 2 FOR GLASS SEPARATION ANCHORS SPACED AS PER TABLE BELOW SECTION G WALKOVER TRACK MOUNT CSILL ONLY) 1G (ED) EDGE rDISTANCE LT MAXIMUM ANCHOR SPACING IN INCHES ON CENTER A 12 9 7 5 Al 4 B 12 12 9 6 4 157 B1 10 8• 6 4 108 C 12 12 12 9 5 Cl 9 7 5 E 7 6 • 4 3 A- 12 12 11 Al 7 5 4 7 4 B 12 12 12 9 5 B1 12 12 9 6 4 C 12 12 12 12 8 C1 12 10 8 5 E 11 8 6 4 2 A 12 12 12 8 S Al 8 6 5 12 12 12 10 6 . 96 B1 12 12 11 7 4 C 12 12 12 12 9 Cl 12 11 9 6 3 E 12 10 7 5 3 A 12 12 12 12 7 Al 11 9- 7 4 B 12 12 12 12 9 68 B1 12 12 12 10 6 C 12 12 12 12 12 C1 12 12 12 8 5 E 12 12 11 7. 4 SECTION F HEADER / SILL 45 57 73 105 170 8 6 5 9 7 6 4 7 5 4 3 11 9 7 5 7 .5 3 2 12 9 7 5 12 11 8 6 3 10 8 6 4 12 12 10 7 7 5 12 10 8 5 3 12 10 8 6 12 12 9 6 4 11 9 7 4 3 12 12 11 8 8 •6 5 5 12 11 9 6 4 12 12 12 8 6 4 5 12 12 12 9 6 12 12 10 7 4 12 12 12 11 7 11 9 7 5 12 12 12 9 5 SECTION H 5" SILL 45 57 73 3 4 5 4 3 5 4 3 • 4 3 7 4 5 3 7 5 4 8 6 5 6 4 3 10 8 6 6 5 4 105 3 170 SECTION H 3" SILL 45 4 - 5 3 6 - 3 6 - 7 5 9 - 5 7 - 8 6 11 - 6 10 - 12 8 12 6 9 57 - - 4 3 5 - 3 5 - 6 4 7 - 4 5 - 6 5 8 - 5 8 .- 9 7 12 5 7 73 - - 3 - - - - 4 - 4 3 6 - 3 4 - 5 3" 6 - 3 6 - 7 5 9 - 5 105 - - - - - -• - - - 3 - - - - - - 3 - - - - 4 - 5 3 6 - 3 170 - - - - - - - - - - - - - - - - - MANUFACTURER: Hurst Awning Company, Inc. 6865 NW 36th AVE. MIAMI, FLORIDA 33147 TEL.: (305) 635 -0900 FAX.: (305) 634 -9078 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: ErtgCL.a 3xtr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO @AOL.COM OCT 1 6.2000 Engineer Seal Pedro De Figueiredo, PE 52609 DRAFTING: PK DRAFTING & MORE MIAMI -DADE BCC❑1 Ls cal e iy + ift e F lu al i1 o1.9Dc REV D0 / .D Z Baiding Ce i Mcq t wPea0 Ward BO Eplr CI - 2 0 /3 By . DivWoo Date: 07/09/08 Scale: NA I7ign by: PPMF Drawing Number 08 -193. Sheet 8of12 SECTION L WALL MOUNT SECTION OVER STUD WALL ( HEAD OR SILL) (3 PER WOOD TRUSS) 1/4' WOOD LAG SCREWS OR 1/4' TAPCONS W/ 2' PENETRATI ❑N INTO WOOD TRUSS SPACED NO LONGER THAN 24' 0C CLI 1 <14-1C4 C.1 q • J W Q W w N p v it 1/8 -1X3 OR 1/8 -1X4 6063 -T6 ALUMINUM TUBE 1/8 -1X3 OR 1/8 -1X4 6063 -T6 ALUMINUM TUBE • .14 -20X1 GRADE 5 HHSDS @ 3'0C BETWEEN EACH TRUSS _SEE TABLE 2 FOR GLASS SEPARATI ❑N1 2X6 PT WOOD SG>=. 5 (3a PER WOOD TRUSS) 1/4' WOOD LAG SCREWS OR 1/4' TAPCONS W/ 2' PENETRATION INTO WOOD TRUSS SPACED NO LONGER THAN 24' 0C WW z w I- SECTION BETWEEN WALL STUDS 14- 20X1'GRADE 5 HHSDS @ 3'0C BETWEEN EACH TRUSS SECTION L1 WALL MOUNT SECTION OVER STUD WALL (SILL) SEE TABLE 2 FOR GLASS SEPARATION SECTION AT WALL STUD LOCATI ❑N SECTI ❑N BETWEEN WALL STUDS DESIGN ON THIS SHEET LIMITED BY: MAX. DESIGN PRESSURE = ± 72 PSF MAX. BLADE = 102" SEE SECTION A ANCHOR TYPE E FOR ANCHOR SPACING IN BETWEEN STUDS 0 Ln OPTIONAL INSTALLATION WITH 2X6 PT WOOD (SG> =. 55) SECTION AT WALL STUD L ❑CATION a z w • f. = =f0I111111I11III1I11 /II- ��/IIIIIIIIIIIIIIII///IIIII 1=M1.11111111111111111111111111i as 2' ,1 -t EMBI. 111 11 1111- 1/8 -1X3 6063 -T6 ALUMINUM TUBE OPTIONAL INSTALLATION WITH 2X6 PT WOOD (SG > =.55) SECTION AT WALL STUD L ❑CATION (3 PER WOOD TRUSS)' 1/4' WOOD LAG SCREWS OR 1/4' TAPCONS W/ 2' PENETRATION INTO WOOD TRUSS SPACED NO LONGER THAN 24'0C 2X6 PT WOOD SG > =. 5 Ln ttine 1 (3 PER WOOD TRUSS) 1/4' WOOD LAG SCREWS OR 1/4' TAPCONS W/ 2' PENETRATION INT❑ WOOD TRUSS SPACED NO LONGER THAN 24'0C 0 C.1 11ti 2'. EMB. SEE SECTION Al ANCHOR TYPE E FOR ANCHOR SPACING. .IN BETWEEN STUDS MANUFACTURER: Hurst Awning Company, Inc. 6865 NW 36th AVE. MIAMI, FLORIDA 33147 TEL.: (305) 635 -0900 FAX.: (305) 634 -9078 PRODUCT: HT -100 ACCORDION SHUTTER Engineering:. T.ErtgTo- •,Jrtr-. CA 6116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO @AOL.COM OCT 6'201)6 • Engineer Seal Pedro De Figueiredo, PE 52609 DRAFTING PK DRAFTING a MORE MIAMI -DADE BCC❑t P ODUCT r. F�•i ED as romper wl+L& 411:: Buktiageide Aceeptan =Pio08- o / • o Z- Espir ti on Da e B y Mimi Dec. 1 +! i• :�. et Con WSion Date: 07/09/08 Scale: NA Design by: PPMF Drawing Number 08 -193 Sheet • 9 of 12 Iz w -CL- U ▪ w J w CC <IC L SECTION R (R ALTERNATE) RECESSED FLOOR MOUNT (SILL ONLY) \I\ r SEE TABLE 2 — FOR GLASS — SEPARATION 2' EDGE�1 3/4' DISTANCE SECTION R RECESSED FLOOR MOUNT (SILL ONLY) 2 1/2' EDGE • DISTANCE tog 3/16' TAPCON @ 24'0C WITH 1 1/4' MIN. EMBEDMENT INTO MASONRY, CONCRETE OR WOOD CUT 3/4X1 1/4' GROOVE INTO EXISTING CONCRETE FLOOR STRUCTURE TO FIT PART #6 SEE TABLE 2 — FOR GLASS — SEPARATION• CUT 3 /4X1.1 /4' GROOVE INTO EXISTING CONCRETE FLOOR STRUCTURE TO FIT PART #6 1/4' TAPCON @ 12'OC WITH 1 1/4' MIN. EMBEDMENT INTO MASONRY, CONCRETE OR WOOD 1--4.500 1. 500 1. 500 r OPTIONAL SECTION I TRUSS MOUNT (HEAD ONLY) TABLE 4 BLADE SPAN PRESSURE 102' ±65 96' . ±68 92' • ±72 SEE TABLE 2 FOR GLASS SEPARATION (4 PER WOOD TRUSS) 1/4'X3' WOOD LAG SCREWS W/ MIN. 2' PENETRATION INTO WOOD TRUSS SPACED NO LONGER THAN 24'OC \"CONTINUOUS 1 /8x6 6063 -T6 ALUMINUM PLATE SECTION I TRUSS MOUNT (HEAD ONLY) r. 500 1. 500— N w Z (L _ j • r`i II5 0 (3 PER WOOD TRUSS) 1/4'X3' WOOD LAG SCREWS W/ MIN. 2' PENETRATION INTO WOOD TRUSS SPACED NO LONGER THAN 24'0C SEE TABLE SEE TABLE 2 FOR GLASS SEPARATION ONTINUDUS 1 /8x4 6063 -T6 ALUMINUM PLATE (5 SCREWS IN BETWEEN TRUSSES) 14 -20X1 GRADE 5 HHSDS @ 4'OC INTO 1/8' 6063 -T6 PLATE DNTINUDUS 1/8x 6063 -T6 ALUMINUM PLATE MANUFACTURER: Hurst Awning Company, Inc. 6865 NW 36th AVE. MIAMI, FLORIDA 33147 TEL.: (305) 635 -0900 FAX.: (305) 634 -9078 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: +Eng(u lint. CA 8116 . 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO@AOLCOM OCT 0 ' 2008 Engineer Seal Pedro De Figueiredo, PE 52609 DRAFTING' Pit DRAFTING & MORE MIAMI —DADE BCCO' PRDDUC T REVI'S'ED a ^e mpyat; w th#hgM .Duiding Cesle Aecegtaseve Nee, — / b Iv:; Pi: a', r: D t 0 l0 ' 1t mil•- J! . llii39U .cZ Zp /? Date: 07/09/08 Scale: NA Design by: PPMF Drawing Number 08 -193 Sheet 10 of 12 SECTION J JAMB CLOSURE INSET MOUNT ASTENER AT 18'0C USE ANY ANCHOR IN ANCHOR SCHEDULE 1/4 -20 THMS W/ NUT & LOCK WASHERS • SPACED AT 24'0C 1/8 -2X2 ALUM, ANGLE #10X3/4' SS SMS OR 3/16' POP RIVETS SPACED AT 18'0C SECTION K1 CORNER CLOSURE, SECTION J1 JAMB CLOSURE WALL MOUNT ASTENER AT 24'0C USE ANY ANCHOR IN ANCHOR SCHEDULE (ED) EDGE DISTANCE a #10X3/4' SS SMS OR 3/16' POP RIVETS SPACED AT 18'0C (3) #10 TEK SCREWS OR 3/16'5052 ALUM, POP RIVETS 2X2X1/8 6063 —T6 ALUMINUM TUBE 1 X2X 1 /8'X2' 6063 —T6 ALUM ANGLE CLI (2 PER CLIP) 1/4' FASTENERS SEE ANCHOR SCHEDULE FOR ACCEPTABLE ANCH❑ ASTENER AT 24'0C USE ANY ANCHOR IN • ANCHOR SCHEDULE (ED) EDGE DISTANCE �uum1 i MIN. /-7 IN, 0, 055' THICK ALUMINUM CLOSURE ANGLES VARIES SIZES ANGLE 6063 —T6 SECTION K CORNER CLOSURE MOM Sam SIMS #10X3/4' SS SMS OR 3/16' POP RIVETS SPACED AT 24'0C NOTE' EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE MANUFACTURER: Hurst Awning Company, Inc. 6865 NW 36th AVE. MIAMI, FLORIDA 33147 TEL.: (305) 635 -0900 FAX.: (305) 634 -9078 PRODUCT: HT -100 ACCORDION SHUTTER Engineering: CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO @AOL.COM Engineer Seal Pedro De Figueiredo, PE 52609 DRAFTING' PK DRAFTING & MORE MIAMI -DADE BCCO1 neDikrEEVEZD ascsoliteazwingheRWAS Buiti ng Ce Av...eptInc » 0 —10/ Enpi trim Dues 3. 1LMI a (C:oZIMO _envisioa Date: 07/09/08 Scale: NA Design by: PPMF Drawing Number 08 -193 Sheet 11 of 12 MB SPAN TUBES SECURING INSET MOUNT SECTION OPTION MAX. PRESSURE 72 PSF TYPICAL TOP & BOTTOM 1/4' ALL POINTS SOLID SET ANCHORS SEE TABLE 3 FOR SELECTION OF NGLE CONNECTION CON 1 OR CON 2 MIN. 1. 0 J TOP BEAM SEE TABLE 3 FOR SELECTION 1/4'-20 PHMSS OLTS & NUTS AT 12'0C XISTING CONCRETE OR HOLLOW BLOCK 1/4' -20 PHMSS BOLTS & NUTS AT 12'0C Li FL' A� wa EMB, `- ACCESS HOLE TYPICAL TOP & BOTTOM (3) 1 /4'•PHMSS BOLTS & NUTS SEE TABLE 3 FOR SELECTION OF ANGLE CONNECTION CON 1 OR CON 2 BOTTOM BEAM SEE TABLE 3 FOR SELECTION ANGLE CONNECTION 1 (CON1) 1. 500- 3. 00 ANGLE CONNECTION 2 (CON2) 1. 500- -I 3. 00 1. 25• 1. 750 I 1.75 1, 25 00' L 0 0 0 .4 o 0 3. 000 ANGLE NOTE] • 2X3X1/4 6063 —T6 ALUMINUM ALLOY ANGLE TOP & BOTTOM CON.1— USE 6' LONG ANGLES WHEN TWO ANCHORS ARE REQUIRED CON 2— USE 9' LONG ANGLES WHEN THREE ANCHORS ARE REQUIRED TABLE3 . TOP. BEAM BOTTOM BEAM BEAM SIZE ( IN) SHUTTER SPAN ( IN) BEAM LENGTH < IN) CON TYPE BEAM LENGTH ( IN) CDN. TYPE 2X5 60 98 CON 1 113 CON 1 96 87 CON 1 97 a CON 1 120 82 CON 1 90 CON.1 2X8 60 100 CON 1 168 CON 1 96 89 CON 1 138 CON:2 120 84 CON 1 124 CON 2 2X9 60 100 CON 1 185 CON 1 96 91 CON 1 148 CON 2 120 86 CON 2 • 133 CON 2 TABLE 3 NOTES' 1— TOP AND BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATI ❑N WITH OTHER MOUNTING CONDITIONS. THE LESSER DESIGN PRESSURE AND SPAN WILL GOVERN. 2— WHERE IF USED TOGETHER BEAM LENGTH MUST BE LIMITED BY THE TOP BEAM LENGTH. DESIGN ON THIS SHEET LIMITED BY: MAX. DESIGN PRESSURE = ± 72 PSF MAX. BLADE = 120" 9. 000 3. 000 1. 500— o • 5.000 L 125 • 2X5 TUBE U) Cu I. 1 .000 24 cu 0 L224 2X9 TUBE MANUFACTURER: Hurst Awning Company, Inc. 6865 NW 36th AVE. MIAMI, FLORIDA 33147 TEL.: (305) 635 -0900 FAX.: (305) 634 -9078 PRODUCT: HT -100 . ACCORDION SHUTTER Engineering: Eng(n CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO @AOL.COM Engineer Seal Pedro De Figueiredo, PE 52609 DRAFTING • PK BRAFTINR & MORE MIAMI —DADE BCCO: Knauer PAY MD esoiraTlylurgebgerigift B1 LIdiagCate .nom: tncer‘ O$ -10 J • o'L Fxpiralio i Dds# 0 By r a; i Dadt Elivtioa it •is Date: 07/09/08 Scale: NA Design by: PPMF Drawing Number 08 -193 Sheet 12 of 12 0.000 L2 0 co i 2X8 TUBE —L .000 24 cu 0 L224 2X9 TUBE MANUFACTURER: Hurst Awning Company, Inc. 6865 NW 36th AVE. MIAMI, FLORIDA 33147 TEL.: (305) 635 -0900 FAX.: (305) 634 -9078 PRODUCT: HT -100 . ACCORDION SHUTTER Engineering: Eng(n CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCO @AOL.COM Engineer Seal Pedro De Figueiredo, PE 52609 DRAFTING • PK BRAFTINR & MORE MIAMI —DADE BCCO: Knauer PAY MD esoiraTlylurgebgerigift B1 LIdiagCate .nom: tncer‘ O$ -10 J • o'L Fxpiralio i Dds# 0 By r a; i Dadt Elivtioa it •is Date: 07/09/08 Scale: NA Design by: PPMF Drawing Number 08 -193 Sheet 12 of 12 PRODUCT MARKING LOCATION .879" 2.000" 1.500" 12.500" COVERAGE 15.375" 2.000" .375" @ STORM PANEL 1 SCALE: 3" =1' -0" .750° 1/4-20 STUD x 3/4" LONG @ 12.5° O.C. 4125" TYP. OSTUDDED STRAP (SLIDER) 8 SCALE : HALF SIZE .190" ;y x.313" 655" 0.090" (TYP.) .376" O "F" TRACK SCALE: 3" =1' -0" N .062" 2.250" .062" I 2.063" /7\ "h" HEADER 2 SCALE: 3" = 1' -0° 3/32" REF. 1111111111111111' I, 1.000" .375" 1/4 " -20 SIDEWALK @ BOLT FOR SLIDE TRACK 10 SCALE : HALF SIZE GENERAL NOTES: 1. THESE EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2007 EDITION. 2. NO ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT, WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATNE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -05. A DIRECTIONALITY FACTOR OF Kd = 0.85 SHALL BE USED. 4. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR Sl l t- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE EVALUATION DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE EVALUATION DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE D06 NOT DEVIATE IN ETHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE EVALUATION DOCUMENTS WILL VOID THESE EVALUATION DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE EVALUATION DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A. REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUUBMITFE HIS/ THEAPPROVCL6�� FOR REVIEW AS A CONDITION TO THE BUILDING • B. REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DNISIDN WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL 9. . PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: . HURST AWNING CO., INC. MIAMI, FLORIDA • ' • MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED • . 10. STORM PANELS SHALL BE 5052 -H32 WITH THE FOLLOWING BARE METAL THICKNESS AND MECHANICAL PROPERTIES: NOMINAL 0.050" (0.0485" MIN. BARE METAL THICKNESS), WITH A MIN. Fy=29.2 KSI 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L, U.O.N. 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 13. TOP: & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 1/4" MAX. 1/4-20 MACHINE SCREW @12.5" 0.C. (STUD DIRECTION MAY BE REVERSED) @ "U" HEADER 3 SCALE: 3" =1' -0" 1 2.00" OSTUD ANGLE 4 SCALE 3" =1' -0" 3.030" .655° HORIZONTAL LEG OPTIONAL N .125 TYP. 1.00" MIN. 5.00" MAX. @ANGLE C / SLIDE TRACK SCALE: 3" =1' -0" SCALE : HALF SIZE • 4.046" 2.000" J. 2.045" I NOMINAL 1" 11 E -TRACK 1 BUILD -OUT HEADER O 5CALE: 3=1-0" @Z SCALE: 3" =1' -0" n 1/4" MAX. • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP.) WALL / DIRECT MOUNT CLOSURE DETAIL (PLAN VIEW) SCALE 1 -1/2" =1' -0" 1/4" MAX: ALUM. ANGLE CLOSURE PIECE 1° x 2.50" x .052", 1" x 4" x .062 °, 2 °x3 "x.125" AND 2 "x5"x.125° • TOP MOUNT USE ANY ANCHOR SHOWN IN i THE ANCHOR SCHEDULE AT 12 °O.C, IN THE MIDDLE OF THE SMALLER FLANGE OF EACH ANGLE IN ANY SUBSTRATE MAXIMUM DESIGN LOAD IS 140 PS.F. 1 -1/2" MIN. OV ERLAP TRAP MOUNT CLOSURE DETAIL (PLAN VIEW) SCALE 1 -1/2" =1' -0° • VERLAP WALL BEYOND WINDOW DISTANCE 1.5 TIMES GREATER THAN BUILD -OUT DISTANCE (NO CLOSURE ANGLE REQ'D) BUILD -OUT DISTANCE 1/4" MAX. •14_ USE ANY ANCHOR SHOWN IN THE ANCHOR SCHEDULE AT 12 "O.C. IN THE MIDDLE OF THE SMALLER . FLANGE OF EACH ANGLE IN ANY SUBSTRATE. MAXIMUM DESIGN LOAD IS 140 P.S.F. ALUM, ANGLE CLOSURE PIECES 1" x 2.50" x .052", 1" x 4" x .062 ", 2 "x3 "x.125" AND 2" x 5° x .125" BUILD -OUT MOUNT CLOSURE DETAIL (PLAN VIEW) SCALE: 1-1/2" = 1' -0" G: \MIDlsparate CAD \VJKnezevich \CAD2008 \Hurst \08 - 133 \R1- prg \08- 133- D1.dwg, 8/12/2008 3:54:45 PM, 11 x 17, 1 :1, www.MIDIsparate.com MIN. I. 2.045" NOMINAL 2" @ BUILD -OUT HEADER 13 SCALE: 3" =1' -0° WIDTH UNLIMITED . (PERP. TO PANEL SPAN) TYP. SECTIONS BOTTOM MOUNT DETAIL 1 TYPICAL VERTICAL MOUNT ELEVATION N.T.S. .440" (ZAMAC 3 ALLOY) @ WING NUT 7 SCALE : HALF SIZE • DETAIL 1 SCALE : 3" =1' -0" PRO DUCVED es complying T RE with IS the FIorid Bolding Code Acceptance No C Expi 'tion ►ate D 22jfar r ° uict � I Caned DMRiy iarisan ad -o3 013 1.625 "! 3125"@ T . D 8 O N N > MO lrl� [U.5 ceo con x'12 1Av 8 ba 43 o oF+ g Ue•1 N N N rnt Tod 0050" ALUMINUM STORM PANEL V) S CL) 6 g11 bg8 ADD IE al 'OS 00 V.3. Knezevich • Prat FLj.3.010983 A'G1 ;2008 she ARV AS NOTED 07/08/2008 pro. 08 -133 sheet 1 of 5 EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) w PENETRATION OR EMBED. 5/8° MAX. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1 /2" .( -1/4° MAX. ■ GLASS OR DOOR—.-1 SEE TABLE 2 FOR MIN, SEPARATION FROM GLASS EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) Wm FASTENER @ 12 -1 ° O.C. MAX. BUT DO NOT EXCEED ANCHOR SCHED. (PG. 4) SPACING USE REMOVABLE ANCHORS W1 TH WAFERHEAD (3/4 "0) OR TRUSS HEAD LOCATE FASTENER IN NARROW PORTION OF K YHOLE SLOT. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ® WALL MOUNT SECTION A SCALE : 3" =1' -0" SEE MIN. SEPARATION FROM GlASSSCNEOULEThN, GLASS OR DOOR rxrx125' ALUM. STUD ANGLE MAX. SIB° TEE FINISH MATERIAL -n N- 3/4' PLYWOOD „ 2x4'zl/B'Q7NT. ALUM. TUBE (6063 -T6) 9ii1'.I8' @OMMN6111'MO t ,^t'„ • :pi. Iv 1 BASTING CONCRETE, HOLLOW COHCSETE BLOCK OR WOOD FRAMING 5 1/4‘0 POWERS RAWL CAIK-IN 12' 0,C W1'H•I7/8' MIS. EM 1N 03 01 B. R 6' C IN HOLLOW CONCRETE BLOCK R 1/4'0 LAG SCREW @12' C WITH 1- 112 MIN. EMS. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY' G' OF 0.55 R GREATER '17Z17 1/20 THRU BOLT @ Ir OD 1/411 ITH POWERS /W MIN. EMIL WA�'C OR ] /' 0 C IN HOLLOW CONCRETE acq OR 1/4•0 IAGsaw @ 24' 0.0 WITH 1 -1/2' MILL FMB. IN WOOD WOOD SHALL BE OF SPECIFIC GRAVITY "G' OF 0.55 OR GREATER 2' x 2 "x 1/8' CONT. ALUM. ANGLE 6053-T6 (MAX. DESIGN LOAD 72 PSF) D O "PASS THRU" DETAIL SCALE : 3" =1' -0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING .W \--- EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 5 /8" MAX. 1/4" MAX. GLASS OR DOOR SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4° MAX. THREE - 1/4 °PJx 3° WOOD LAG SCREW @ 24° 0.C. MAX. WITH #14 TEK SCREW BETWEEN JOISTS • PENETRATION OR EMBED. 8" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. GLASS OR DOOR #14 TEK SCREW OR 1/4-20 MACHINE SCREW & NUT @ 12" 0.C. TYP. TOP & BUT. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PENETRATION OR EMBED. SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) QCEILING /FLOOR MOUNT SECTION B SCALE : 3" =1' -0" EXISTING WOOD JOIST (G =0.55 MIN.) 1/4° MAX. 5 -1/2" x 3/16" 6053 -T6 ALUMINUM PLATE #14x1" TEK SCREWS BETWEEN TRUSSES SEE TABLE 2 FOR MIN. SEPARATION FROM GLAS C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4" MAX. . PENETRATION OR EMBED. QCEILING /FLOOR MOUNT SECTION E SCALE : 3" =1' -0° G: \MTDisparate CAD \VJKnezevich \CAD2008 \Hurst \08 - 133 \R1- prg \08- 133- 02.dwg, 8/12/2008 3:54:20 PM, 11 x 17, 1:1, www.MTDIsparate.com SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 1/4-20 x 3/4" MACHINE SCREW C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. • SPACING QC WALL BUILD -OUT MOUNT SECTION SCALE 3" =1' -0° • OR EMBED. 5/80 MAX. WALL MOUNT SILL SCALE.: 3" =1' -0" SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS C2 CONNECTION TYPE REFERENCE ANCHOR SCHED. FOR MAX. SPACING 1/2" ALTRNATE BUILD -OUT DETAIL C2 CONNECTION TYPE REFERENCE ANCHOR SCHED. FOR MAX. SPACING 1/2° ALTRNATE BUILD -OUT DETAIL PRODUCT REVISED as complying with the Florida Raiding Code • Acceptance No 0 Expiration Date o ay Miami Dad Division TABLE 5 ALUMINUM BOX BEAM SCHEDULE BOX BEAM SIZE (IN) DESIGN LOAD (PSF) BEAM SPAN (FT-IN) SHUTTER SPAN (FT-IN) THRU BOLTS REQ'D �� NO. OF 1144 ANCHORS GLLEP� LENGTH OF EACH ANGLE REQUIRED (IN ) 2" x 5" (Tw = .125 ", Tf ..12 31 72.0 7' -0" B'-4" 2 2 5" 2" x 7" (Tw = .125°, Tf = .125") 72.0 8' -8" 8'-4" 2 2 5' 2° x9" (Tw = .125", Tf = .125") 72.0 10'-3" 84" 2 2 5" C1 CONNECTION TYPE REFERENCE ANCHOR SCHED. FOR MAX. SPACING DUSTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE, HOLLOW =CRETE BLOCK FOR 001 ANGLE USETWO 1/4'0 ALL POINTS SOLID SET ANCHORS EDGE MIN. CAND 77/55 3' MIN. HEADER MUST BE STUD ANGLE, E -TRACK OR DIRECT MOUNT, ATTACHED TO WALL OR BEAM ®2'x29c.525' STUDDED NOTE! THIS DETAIL MAYBE USED AT TOP OA BOTTOM OF PANEL p PENETRATION OR EMBED. 5/8" MAX. ® WALL MOUNT SILL Fl SCALE : 3° =1' -0" CONNECTION TYPE REFERENCE ANCHOR SCHED. FOR MAX. SPACING EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4 °. MAX. . 1 /C4 -2200 x 3/4" MACHINE #14 SMS SEEAUiMINUM BOX BEAM scrawl, TABLES ABOVE 2"x 3' x 3/4'x0'-5 6063 -T6 ALUM. ANGLE MAYBE U5E3 WITH THE 275' ALUM. BOX BEAM ONLY R r x5x I/4' x 0' -5" 6063-T6 ALUM. ANGLE MAY BE USED WITH THE 2105, 277' OR 279' ALUM. BOX BEAMS IWO 1/4'0 MOPE SCREWS WITH 107 NLIT5 R NUTS WITH =WASHERS OSTORK M PANEL SUPPORT BEAM SCALE: 3" = o" • 0 0 PO) 5 -0O 1 0 V.7. Knezevich eer FL W0010983 ARV 2008 2008 sale AS NOTED date 07/08/2008 aaxj0. 08 -133 sheet 2 of 5 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) PENETRATION OR EMBED. 5/8" MAX. 3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" 1/4° MAX. w w SEE TABLE 2 FOR MIN. f SEPARATION FROM GLASS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR DOOR TO LOCK STRAP IN PLACE USE A 1/4-20 THUMB SCREW OR TRUSS HEAD BOLT #7 TAP DRILL W/ 1/4-20 NC THREAD 1/4-20 HEX HEAD NUT (SPACER) 1. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING QWAFER HEAD BOLT ASSEMBLY G SCALE: 3" =1' -0" 1/4 -20 NUT IS NOT NECESSARY IF NOT USED AS INSIDE MOUNT TABLE 3 MAX. STORM PANEL SPAN SCHEDULE FOR F -TRACK SILL WITH ANY HEADER DESIGN LOAD (PSF) L MAX. (FT -IN) 70.0 7 -11 80.0 7 -5 90.0 7 -0 D STING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE TABLE 2 FOR MIN. SEPARATION . FROM GLASS 1/4 -20 HEX HEAD BOLT PENETRATION OR EMBED. (TYP.) j, j, 5/8" MAX gg Fa° to v0- C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING QWALL MOUNT F -TRACK SECTION H SCALE: 3" =1' -0" TABLE 2 MINIMUM STORM PANEL SEPARATION FROM GLASS SCHEDULE DESIGN . LOAD(W) PSF) (PSF). ACTUAL SHUTTER SPAN - IN). MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) • 35.0 7 - 0 2 -3/4 1 -1/2 8' -6 3 2 10 - 6 3 -3/4 3 40.0 7 - 0 2 -3/4 1 -1/2 8 -6 3 2 . 10 -1 3 -3/4 3 50.0 7 - 0 2 -3/4 1 -3/4 8 - 6 3 2 -1/4 9 - 4 3 -3/4 2 -3/4 6 - 0 2 -3/4 1 -1/2 60.0 7 - 0 2 -3/4 1 -3/4 7 - 5 8 - 6 • 3 2 -1/2 6 - 0 2 -3/4 1 -1/2 70.0 7 - 0 2 -3/4 1 -7/8 5 - 3 7 -11 3 -3/4 2 -3/8 1/4-20 SS. BOLT & WINGNUT @ PANEL MIDSPAN OR @51 °O.C. MAX.(1YR) MR2 "x2 °x.125"CONT. 6063 T6 AL ALLOY OR 18 GAGE GALV. STEEL ANGLE CORNER DETAIL SCALE 3" =1' -0" NOTES; 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2 ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. #7 TAP DRILL WITH 1/4-20 NC THREAD TO LOCK STRAP IN PLACE USE A 1/4-20 THUMB SCREW OR A TRUSS HEAD BOLT 6 1/4-20 HE( HEAD NUT (SPACER) 0 1/4 -20 MACHINE SCREW STUD @ 12 -1/2" O.C. FINAL LOCATION OF STUD (TYP.) ®3/4" STRAP ASSEMBLY (SILL ONLY - ISOMETRIC VIEW) N.T.S. SIDEWALK BOLT ASSEMBLY FOR (G }SIMILAR (NO STRAP) • PUNCH 1/2" x 1° HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT WITH PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE . TABLE 4 STORM PANEL SPAN SCHEDULE, FOR DETAIL( 3 ) DESIGN L MAX. LOAD (PSF) (FT-IN) 60.0 7 - 6 75.0 6 - 0 TYP. PM NUT (TYP.) • 50 LONG HANDLE RIVETED TO PANEL 1 -1/2" NOTCH (TYP. BOTH SIDES) FLOOR P&WALL MOUNTED 2'Sc2"x1/8" CONT. ANGLE(( 44Q)OR WALL MOUNTED SLIDE C -TRACK SEED LS 13, C, E, F OR G FOR BOTTOM MOU C.ONDMONS) DETAIL 3 NOTE: THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF DETAIL SHALL BE IN CONJUCFION WITH AN °h" HEADER OR "U "HEADER TOP MOUNT. • OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC VIEW) N.T.S. 1 -1/2" 3" TYP. . • 1/4-20 x 1" STAINLESS STEEL SIDEWALK BOLT (TYP.) NUT WASHER ON OUTSIDE FACE (TYP) PRODUCT LREV15ED its compiying witth ftE matt Budding Code Acceptance No O. -0 V 03 Expi =lion Date 0 VJLWb a.) 3 By Miami Da Division net Centre9 = 09 75 1 og1 c 1 TABLE 1 STORM PANEL SPAN SCHEDULE i ANCHORSCHEDULE FOR CONCRETE MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 1" EDGE DISTANCE MIN. 2 -1/2" EDGE DISTANCE SPANS UP TO 5 -0" (SEE NOTE 1) SPANS OP TO V -8° (SEE NOTE 1) SPANS UP TO • 10' -6" (SEE NOTE 1) SPANS UP TO V -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) • • SPANS UP TO 10' -6 ". (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3)- (SEE NOTE 3) C1 C2 0 C4 3 Cl C2 C3 C4 CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 a • CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 a CONNECTION TYPE (SEE NOTE 3) C1 0 0 C4 3 CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 a winnu111111\1111111\Lllnw 1/4"0 MY TAPCON WITH 1 -3/4° MIN. EMBEDMENT (MIN. 3,192 PS.L CONCRETE) * 1/4 °0 ELCO MALE/FEMALE °PANELMATE" WITH 1-3/4° MIN. EMBEDMENT & 1/4-20 MACHINE SCREW Wllii NUT (MIN. 3,350 PS.L CONCRETE) 36.0 16 16 16 10 11 16 16 10' 6 6.25 16 16 7 5 5 16 16 16 16 16 16 16 11 13 16 16 8 10 12.5 48.0 16 16 16 8 8 16 16 6.25 4 5 16 14 5 3 4 16 16 16 16 16 16 16 7 9 11 16 16 5, 8 9 63.0 16 16 9 6 6.25 16 10 4* 3 3 16 6.25 3 16 16 11 12.5 15 16 11 5 7 8 16 7 4 6.25 7 75.0 16 16 7 5 5 16 6.25 3 3 3 16 6.25 3 3 3 16 16 8 10 12.5 16 7 4 6.25 7 16 7 4 6.25 7 200.0 16 6.25 3 3 3 16 6.25 3* 3 3 16 6.25 3 3 3 16 7 4 6.25 7 16 7 4 625 •7 16 7 4 615 7 36.0 48.0' 63.0 75.0 200.0 MISMENEEPATMEEN MESIESERVENEEMIWAIL AliZMINEWEEPAIMM 16 16 16 16 16 16 16 16 16 7 16 16 16 16 16 16 10 12.5 15 8 10 12.5 4 6.25 7 16 16 '16 16 16 16 11 7 16 7 10 12.5 7 9 4 7 4 6.25 4 6.25 15 11 8 7 7 16 16 16 16 16 16 15 7 7 7 8 5 4 4 4 10 12.5 7 9 6.25 7 6.25 7 625 7 ANCHORSCHEDULE FOR CONCRETE MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5 -0" (SEE NOTE 1) SPANS OP TO 8'-8° (SEE NOTE 1) SPANS UP TO 10'-6" (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO BLS" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 a CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 a CONNECTION TYPE (SEE NOTE 3) Cl C2 0 C4 a CONNECTION TYPE (SEE NOTE 3) C1 • C2 0 C4 3 CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 a CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 a 1/4"� ALL POINTS SOLID SET ANCHOR WITH 7/8" EMBEDMENT & 1/4-20 ST LESS STEEL MACHINE SCREW (MIN. 3,000 PS.L CONCRETE) 36.0 16 16 16 16 16 16 16 8 11 13 16 16 6.25 9 11 16 16 16 16 16 16 16 10 14 16 16 16 8 14 48.0 16 16 13 14 16 16 16 5 8 10 16 12 4 7 8 16 16 16 16 16 16 16 7 13 16 15 5 9 11 63.0 16 16 8 •11 • 13 16 8 3 6.25 7 16 5 3 5 625 16 16 10 14 16 16 11 4 8 10 16 7 4 7 8 75.0 16 16 6.25 9 11 16 5 3 5 6.25 16 5 3 5 625 16 16 8 12 14 16 4 7 8 16 7 4 7 8 200.0 16 5 5 6.25 16 5 5 6.25 16 5 3 5 625 16 7 4 7 16 4 8 16 1 4 7 8 ANCHOR SCHEDULE FOR CONCRETE MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2 -3/16" EDGE DISTANCE MIN. 3 -116" EDGE DISTANCE SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO (SEE NOTE I) SPANS UP TO 10,-6" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) • CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 a CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 a CONNECTION TYPE (SEE NOTE 3) Cl C2 0 C4 a CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 3 CONNECTION TYPE (SEE NOTE 3) C1 C2 0 C4 3 CONNECTION TYPE (SEE NOTE 3) Ci C2 0 C4 a 4 �[•T\11l`\\1\pVO\\i @\\\\ \10- ii 5/16"0 MV BUILDEX TAPCON XL 1 -3/4" MIN. EMBEDMENT (MIN. 2,899 PS.L CONCRETE) 36.0 16 16 16 16 16 16 16 10 15 16 16 16 8 12.5 15 16 16 16 16 16 16 16 11 15 16 16 16 8 12.5 15 48.0 16 16 16 16 16 16 16 7 11 13 16 15 5 9 11 • 16 16 16 16 16 16 16 7 14 16 16 9 11 63.0 16 16 10 15 16 16 11 4 8 10 16 7 4 7 9 16, 16 10 15 16 16 11 5 8 10 16 7 4 7 9 75.0 16 16 8 12.5 15 16 7 4 7 9 16 7 4 7 9 16 16 8 12.5 15 16 7 7 9 16 7 4 7 9 200.0 16 7 7 9 16 7 4 7 9 16 7 4 7 9 16 7 4 7 9 16 7 4 7 9 16 7 7 PRODUCT REVISED es complying with the Rlaskla. Balding Code Acceptance No Expiration Date By %JAI ANCHOR SCHEDULE FOR WOOD MAXIMUM FASTENER SPACING (INCHES) REQUIRED FORVARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE &MINIMUM CONCRETE REQUIREMENTS, • LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5'-0" (SEE NOTE 1) SPANS UP TO 8' B" (SEE NOTE 1) SPANS UP TO . 10'-6" (SEE NOTE 1) C1 CONNECTION (SEE C2 NOTE C3 TYPE 3) *C4 a Cl CONNECTION (SEE C2 NOTE 0 TYPE 3) C4 a Cl CONNECTION (SEE C2 NOTE C3 TYPE 3) C4 C5 36.0 16 16 16 15 16 16 16 10 9 10 16 16 7 7 8 48.0 16 16 16 11 13 16 16 6.25 6.25 .7 16 14 5 5 6.25 1/4 "0 WOOD LAG WITH 1 -3/4" MMIIN.THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN G=0.42 63.0 16 16 9 8 10 16 • 10 4 5 5 16 6:25 3 4 5 75.0 16 16 7 7 8 16 6.25 3 4 5 16 6.25 3 4 5 200.0 -16 6.25 3 4 5 16 6.25 3 4 5 16 6.25 3 4 5 EgmEraccarmi›. 36.0 16 16 16 16 16 16 16 9 9 11 -16 16 6.25 8 9 48.0 16 16 14 12.5 14 16 16 5 7 8 16 13 ' 4 6 7 DEDMICCCO 1/4 "0 ELCO MALE/FEMALE "PANELMATE° 63.0 16 16 8 9 11 16 9 4 5 6.25 16 6 3 4 5 WITH 1 -7/8" MIN. EMBEDMENT & 1420 MACHINE 75.0 16 16 6.25 8 9 • 16 6 . 3 4 5 16 6 3 4 5 SCREW ViMi NUT 200.0 16 6 3 4 5 16 6 3 4 5 16 •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x 4' (MIN.) WOOD STUD, 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE °SPF° G =0.42 OR • GREATER DENSITY. LAG SCREWS SHALL HAVE PHILIPS PAN HEAD OR HEX HEAD. 11. 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. 12. 13. 14. , ;: DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. THE ALL POINTS SOLID SET ANCHOR MAY NOT BE USED IN CONCRETE CEILINGS OR FLOORS. ONE EXCEPTION IS THAT THIS ANCHOR MAY BE USED IN SLABS ON GRADE. mi Da Division dad Co l MIN. 2x ANCHOR DIAMETER MAX. 1/2 ANCHOR SPACING OR 4" WHICHEVER I5 SMALLER ' SPACING PER SPACING PER . ANCHOR SCHEDULE ANCHOR SCHEDULE ALUMINUM / ANCHOR FROM EXTRUSION SCHED., TYP. 0.050" ALUMINUM STORM PANEL = 0 = H Essig :F. ' i A r,gI _.- b a i y1 me • 07/08/2008 sheet 4 of 5 G: \MIDTsparate CAD \V)Knezevich \CAD2008 \ Hurst \08 - 133 \R1- prg \08- 133- 04.dwg, 8/12/2008 3:54 :32 PM, 11 x 17, 1:1, www.MiDisparate.com ANCHOR SCHEDULE FOR CONCRETE BLOCK • MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS LOAD (W) P.S.F. MAX. MIN. 1" EDGE DISTANCE MIN. 2 -1/2" EDGE DISTANCE SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) C1 I Q C3 C4 C5 Cl Q C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl Q C3 C4 C5 hi1?�\11i1111111111 www--, 1/4 "0 ITW TAPCON WITH 1 -1/4" MIN. EMBEDMENT 36.0 12 12 48.0 9 9 63.0 7 7 75.0 2000 5 3 7 mirom 1111i1111i1►1 mw,-, 1/410 ELCO ULTRACON WITH 1 -1/4" MIN. EMBEDMENT 36.0 . 16 5 5 5 7 7 , °, 3 /2- /- 16 16 9 8 10 11 11 3 4 . /-4 - %� ©3 5 ©E0001n0liaa 15 15 U 6 7 8 MR 4 7 U IV�����IN� ©N®/���� 11 11 4 5 6.25 ©NE 3 55��WEEP' // IMEEMILMESEEDIZNIVIIEMIEBNIELMENEIELME REMIT �NS©lSEIFSEE 9 9 3 5 5 PINIEF ENTA rit �r mon 16 16 10 9 12 13 13 - 7 11 16 16 5 7 9 10 10 5 8 MI �// 13 13 3 5 7 7 3 4 6.25 En 4 6.25 /%�� iamsgung 11 11 10 4 6 6.25 ENE 3 6.25 OEM IM�ME�N�MENE�I� EIN 3 6.25 VAO 5 4 5 5 16 48.0 16 16 63.0 13 13 75.0 11 11 200.0 6.25 // 10 5 3 9 13 7 10 5 7 13 10 3 4 3 3 3 ANCHOR SCHEDULE FOR CONCRETE BLOCK MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS .1 LOAD (W) ANCHOR TYPE & MINIMUM P.S.F. CONCRETE REQUIREMENTS MAX. MIN. 1" EDGE DISTANCE MIN. 2 -1/2" EDGE DISTANCE SPANS UP TO 5-0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 101-6" (SEE NOTE 1) SPANS UP TO SPANS UP TO 5-0" 6'-8" (SEE NOTE 1) (SEE NOTE 1) SPANS UP TO 10'-6" (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) 1) Cl I I C4 C5 C1 Q C3 I C4 C5 1/4 "0 ELCO MALE/FEMALE "PANELMATE" WITH 1 -1/4" MIN. 75.0 15 EMBEDMENT & 1(420 MACHINE Q Q 16 15 16 7 16 4 3 16 16 i6 11 16 6.25 16 5 4 // CONNECTION TYPE (SEE NOTE 3) CIIQIC3IC4 � CONNECTION TYPE (SEE NOTE 3) C1 C5 C2 Q C4 16 16 it 16 8 8 16 5 6.2 16 3 5 3 3 16 16 16 16 12 13 16 7 10 16 5 6 5 � 5 CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 I C4 C5 Cl I Q I C3 C4 C5 • I 36.0 16 I 111 14 116 16 4 16.25 8 116 116 13 15 6.25 16 14 16 16 15 16.25 8 116 116 I '3 5 6.25 48.0 16 I 8 10 14 14 3 15 6 112. 17 /7. 4 5 16 10 15 15 3 5 6 12 7 4 5 63.0 16 I 6.25 8 1 11 5� /',I 3 4 SCREW W NUT 200.0 9 9 1 3 Y� 3 4 16 5 8 11 5/ 3 4 10I3� 3 4 16 3 5 6.25 9 3 3 4 9 3 I i i 4 16 6.25 10 3 I/ 3 4 10 3 .' 3 4 3 4' 9 3 4 9 3 3 4 10 4 10 3 4 10 3 4 36.0 16 14 16116 16 7 1 8 91161161 5 6.25 8 16 16 16 16.E 7 10 12J16 16 5 8 10 48.0 161 110 1216• 16 4I 6 71161101 3 15 6 16 16 16 161 5 1 7 9 (1611113 6.25 7 1/4 "0 ALL POINTS SOLID SET 63.0 16 8 9 15 7 3 4 5 13 4 4 4 16 12 16 8 3 6 7 15 5 5 625 ANCHOR WITH 7/8" EMBEDMENT & 1/4-20 STAINLESS STEEL 75.0 16 6.25 8 13 4 4 4 13 4 k 4 4 16 10 15 5 /.- 5 6.25 15 5 %%, , 5 6.25 MACHINE SCREW 200.0 13 4 4 13 4 j 4 4 13 4 ' 4 4 15' 6.25 15 5 5 6.25 15 5 2/ 5 ' 6.25 ANCHOR SCHEDULE FOR CONCRETE BLOCK MAXIMUM FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE & MINIMUM CONCRETE REQUIREMENTS O■i\\,A11\\\\\\UKI\\ O∎ LOAD (W) P.S.F. MAX. N/A MIN. 4" EDGE DISTANCE SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8' •8" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) i) C1 Q C3 C4 C5 C1 Q Q C4 C5 Cl Q C3 C4 C5 Cl Q C3 C4 C5 Cl 'Q C3 C4 C5 Cl 36.0 //A1 � / L / ��• :� � � � j' ' �,/� 16 16 16 14 16 16 16 5 8 10 16 df/�/.nd ia��gtkara.% /I®l' 16 16 8 11 14 15 15 MEN��NIVEREEMEN � 16 16 5 8 10 11 5 N'OESZIMIN/211/211MINEZI %/. 48.0 63.0 2' 5/16"0 .11W BUILDEX TAPCON XL WITH 1 -1/4" MIN. EMBEDMENT 75.0 200.0 625 8 12 4 6.25 9 4 4 5 9 9 CONNECTION TYPE (SEE NOTE 3) Q C3 C4 C5 161 /• 7 9. SIM ififEi 5 6.25 4 4 5 5 5 ANCHOR NOTES: 1, SEE ANCHOR NOTES ON PAGE 4 OF 5. iMIN. 2x ANCHOR DIAMETER MAX. 1/2 ANCHOR SPACING • OR 4" WHICHEVER IS SMALLER SPACING PER ANCHOR SCHEDULE SPACING PER ANCHOR SCHEDULE ALUMINUM EXTRUSION ANCHOR FROM SCHED., TYP. PRODUCT REVISED • • ga complying with the Florida Bolding Code Acceptance No 0 Q- • 7/ 7.6r Expir =tion Date o :11L7' o 13 By Miami Dad Division duct Conte! C L 0 n. 0 R a a V Y. Knezevich Pra s! err � License j.4 10983 Me • 07/08/2008 dro4,g n", o8 -1733 sheet 5 of 5 G : \MTDisparate_ CAD \V3Mezevich \CAD2008 \Hurst \08 - 133 \R1- prg \08- 133- 05.dwg, 8/12/2008 3:54:26 PM, 11 x 17, 1:1, www.MIDisparate.com