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WS-08-2155Protect Address 6 NW 107 Street Miami Shores, FL 33168 -4307 Owner Information ROBERTO MARTIN Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Building Department Copy Address Contractor(s) HOME OWNER Phone Cell Phone �n Windowlt r' teplaces Expiration: 07/05/2009 Type of Work: WINDOWS, DOORS & SHUTTERS No of Openings: 21 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Submittal Fee Technology Fee Total: Amount $2.40 $0.80 $5.00 $310.00 $9.00 ($50.00) 07.75 $284.95 6 NW 107 Street MIAMI SHORES FL 33168- Total Parcel Number 1121360070010 Block: Lot: $ 0.00 $ 0.00 Payment Type: Authorized Signature: Owner / Applicant / Contractor / Agent Phone Amt Paid I Amt Due 11c7S AAN 0 7 PAID Applicant ROBERTO MARTIN Available Inspections: Cell Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. January 06, 2009 Date Tuesday, January 6, 2009 1 BUILDING oIaaloV PERMIT APPLICATION � 1 FBC 2004 Job Address (where the work is being done) _ 07E7777' EEO 1 j L88 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: Tel: (305) 795.2204 Fax: (305) 756.8972 Miami Shores Village Building Department y�e Permit No. V v 0 1 5 Master Permit No. Permit Type (circle): Building Roofmg � Owner's Name (Fee Simple Titleholder) <��4A. 7 dediA # 3d r- , 44i «/6 // Owner's Address 6 I' /d 7 £ 7 City o`1/ it o , • S.'° AG' State ,c / zi 3 1/ ‘d Tenant/Lessee Name Phone # �( ' ki) CI S' - City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 5� Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ sl a oo • o J Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration Describe Work: .mac o4/ ah.40 ctu/.t Structural Review. $ p ew 004s ❑ epair/Replace ❑ Demolition a1 L/ ° Pr" ******** ** ****** ****** ******** ** * *** *** F ** ** **** **:** * *** *** **** *** * *** **** • mitta � T a Permit Fee $ 3l6 CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side -* 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 reinsp rfee will be charged. Signatur Sign: Print Signature Contractor The for going i trument was ac o led before me this 15 The foregoing instrument was acknowledged before me this day of � ) C 1 �wA , 20� p by �� I ►V G Y ` , day of , 20 _ , by who is erso / n na all� known to me or who has produced who is personally known to me or who has produced MU a (OS' ��" ( �l/As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: 4�o NOTARY PUBLIC: uu( 1 4;:s O My Commission Expires: (Revised 07/10/07) Owner or Agent APPLICATION APPROVED BY: Sign: Print: My Commission Expires: ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Plans Examiner Engineer MOM ameesa warmer UMW elapse Me NINON Ogigga WeltielMr SWIM , nom IMMO 0 f A D 2D C; Official Seal. K of Circuit and County Courts ra � D.C. This Instr nt Prepa ed By: Name 4 s Address 4 ,//q/ /J 7 .S 7 gy p+ �,�� #( 4.6 33/6( Permit No. A/5 J /t{'T Tax Folio No.//•e7/„j000704/6 STATE OF F COUNTY OF /Jr�OA= THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal descfription of property, and street address if available) Pe∎v ii, Nib t S�fco.c o J e YT ef/A 3 t VL - S1 101 / Ng' 0100 Go T ' 71: O va 1/ /Ot.4 OA' J'(03 / - ?/9& i/ egoe z / eDG Asys.ar -0 7.23 4/ 2. General d improvement: / / , W/ s► J11 r 4. J IJ�I�d S W '/ e0C--i 0 , 6 0 7 .:� 3. Owner information /� a. Name and address /�a ‘e 4.. ()L b. Interest in property: 4,I � /oiA4 • c. Name and address of fee simple titleholder (i( other than owner): 4. Contractor: a. Name and address: b. Phone number: 3401' a 1 r6.1- V // 5. Surety a. Name and address: b. Amount of bond $ c. Phone number: 6. Lender a. Name and address: b. Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Ltenor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number: 9. Expiration date of notice of commencement (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Th n j 3r ment was acknowledged before me this b VV 0� (name of person) as authority, ...e.g. officer, trustee, attorney In fact) for behalf of whom instrument was executed). NOTARY PUBLIC - STATE OF FLORIDA Claudia V'. Cuuilios �o. Commission DD717923 Expires: SEP. 23, 2011 Kamm , t151:0! ? Al rtp PFINFR eat INC. NOTICE OF COMMENCEMENT 6 "'w /07 S T n' ('4 TAT Under penalties of perjury, I declare that I have read the foregoing and FLORIDA, F�O COUNTY OF &wedge and belief. 10E0E8Y CERTIFY that this is a true copy of the original fried in this office on de u �� 4 Signeltire of Owner or Owner' Authorized Officer /Director Partner /Manager Signatory's T tle /Office Signet re of Notary Public — State of Florida Print, Type, or Stamp Commissioned Name of Notary Public Commission Number Personally Known _ or Produced Identification Verification Pursuant to Section 92.525, Florida Statutes 6 " /07.S % 4, ..14/14.? 161 e facts tated in it are . the best of my Signature of Natural Person Sig ing Above ar) by 1 .,440 (type of _(name of party on Miami Shores Village Building bepartment STRUCTURAL CRITIQUE SHEET Job Name 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ©6`0/ Date laelq Please fill in the information requested: ADDRESS OF HOME WINDOWS/DOORS /SHUTTERS WIND LOAD CALCULATIONS N 0 /0 Sze /1 (4 ( (sA4 -S HIGHEST POINT OF ROOF 7¢ EAVE HEIGHT OF ROOF BUILDING WIDTH BUILDING LENGTH fo 4-1 44 / The site specific plan must show the distance of the openings from the nearest corner. Wind Loads per RFBC 301.2(2) & 301.2(3) 150mph exposure C Mean Roof Height Zone 4 & 5 ( +) 1' — 15' + 49.0 15' — 20' + 52.3 20' — 25' + 54.7 Zone 4 ( -) Zone 5 ( -) - 53.1 - 65.6 - 56.6 - 69.9 - 59.3 - 73.2 *Zone 5 is any opening within the corner distance from any corner. *Corner distance is .4 x mean roof height or .10 x width , but not less than 3' RECEIPT PERMIT #: 00,5 DATE: I, �� d �- ( 44 ' ❑ Contractor XOwner ❑ Architect Puked up 2 sets of plans and Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 ther) I0 Y c NNN 101 S1 v Ciforecl)ert • STRUCTURAL CRITIQUE SHEET Miami Shores Village Building Department Permit No. e95" Job Name 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date l qwer ® / P1444- F'€4 iTf0A0A Au. ,Li i dW Ascirek 1 4%- i 41 I #c.e& /4.41. G /fi r -re..delj bpi. ,4f 7 e4re /ter /( to [J VILLAGE OF MIAMI SHORES OWNER BUILDE DISCLOSURE STATEMENT NAME: `/ / /5a�- °� ,f-,. DATE: /4 ADDRESS: 7 ,�cd /d7 s r 1„.,,, S f/ 3,3/‘, 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 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 viohition 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 hold title to the above property and I am planning on doing this construction Myself. 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Produced there License or V� Oki M �� J Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial c Was acknowledged before me this 1 J day off colligbr,20g By �(rICkid0 ' 'tat ik. who was personally known to me or who has identification. Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: G 0.0 /07 y Permit No 9,1 Fj Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) PSF () PSF ( +) PSF ( -) PSF A ,tea! o9— o2 of- o/ ao -70.S vr7 - (o yo'S .3 13 a d► 6a - 47.3 584 -b24 y '(- 0 we C t , n &e. -• //. I 50.7 -62.9 ' ric No A.,0 0 ,i it 40 - 87.3 574 -6.14. yof de "� 15-/ r, it 6'0 - / (2 .B 7.2 -'(v¢ •d ryes ND A18 E-2 0 f 60 — /19.1 59.2 - /04.j / 4.,0 ,tr3� D a -3 6, n C r / /5, / 5 . -2 r y�5 N7 � No / ' "�l , 1 — ,,,' ,',' , , or -04 . o- 8¢ 70 — 2/ f ` . 2 - . IJ f y.2 i. Pf 0 4.4 w.s . V A)) 4 70 - 844 ,- '4- of .00 1,0 _ , 1 ` 1. ri ` \ 1 G^D 1ED WOR ieaw� #.11111:::...11111 :v • '.M . ' Established 1957 To: Date: MetalTech, Inc. is the Dade County Notice of Acceptance holder for: Bertha Bahama Shutter Dura Weld Bahama Shutter Dura Weld Colonial Shutter Maximum Impact Hi- Roller 50 24 Ga.(0.031" min) Storm Panel 20 Ga. (0.041" min) Storm Panel 06- 1213.04 07- 1210.03 08 -0520.09 06- 0925.01 06-0110.04 07- 0125.08 Alum. Storm Panel 07 -0125.09 Maximum Impact HV Accordion 07 -0125.10 Maximum Impact HV1/HV2 Accordion 07 -0828.12 This Letter authorizes following 'ob site: to use the above named products at the AP ZONING DEPT BLDG DEPT Acceptance No: Exp. Date: MAXIMUM -. IMPACT - HURRICANE SHUTTERS 02/24/12 05/08/13 09/14/13 04/18/12 03/21/11 04/05/12 1627i14 Id) 15 07/01/12 KD .85 04/12/12 KD .85 10/29/12 KD .85 KD Factor 7635 West Second Couif /Hialeah, FL 33014 -4434 U.S.A. (305) 823 -2323 / Toll Free: (800) 432 -5180 / FAX: (305) 826 -7979 www.metaltech.com ENCLOSURE SYSTEMS 0000 • • KD'8S' . .... • • • • • K . D.BS... • • 0000 KD .B.S.. . .... • • KD:85 ' . •••• � • • • • 0000 • • Iona' : • . . • • • Item # (same as on specification sheet) Style (AP, AS)* JoioO Rough Size Finished Size Sleued 10 # # of Blades Stack , Lock TOP TRACK BOTTOM TRACK TRACK Anchor Type Anchor Spacing TYPE OF TRACK ue Inside (Inches up from bottom Top Locking Rods (6" 12" 18" 24" 36" 48 ") Bottom Locking Rods (6" 12" 18" 24" " 48") Outside (Inches up m bottom) Wall (3 /8 ", 1 ", 2") Ceiling (No Build Outs) Ceiling & 2x5 Angle Wall (3I8 ",1 ", 2") Walk Over Adjustable Floor (Ceiling & 2x5 Angle Anchor Type* lul) LIWPIM (ul) )11 °H (u!) WPM Height (in) 1 AP Mill 56 51 64 62 5 0 T 6 0 T 2 AP Mill 55 51 64 62 5 0 T 6 0 T 3 AP Mill 38 52 46 62 4 0 T 6 0 T 4 AP Mill 20 40 27 .48 2 0 T 6 0 T 5 AP Mill 38 52 46 62 4 • 0 T 6 0 T 6 AP Mill 38 52 46 62 4 0 T 6 0 T 7 AP Mill 76 63 84 73 7 0 T 6 0 T 8 AP Mill 32 80 40 91 3 0 T 6 0 T 9 AP Mill 39 39 46 48 4 0 T 6 0 T 10 AP Mill 47 31 52 40 4 0 T 6 0 T 11 AP Mill 57 41 64 50 5 0 T 6 0 T 12 AP Mill 36 80 40 90 3 0 T 6 0 T *Style: Aluminum Panel (AP) Accordion Shutter (AS) *Anchor Types: Tapcon (T) *Colors: Accordions= BG, WH; BRZ, IV *Bahamas & Colonials = AW, BW, CG, BB, FG, HG, CG, DS, GRZ, BLK, SW Manufacturer Notes: Installer Notes: •• ••• • • • . . .- • • • • • - - - • • ••• • • •• ••• •• • • • •• • •• • • • •.• • • • • • • • • • • Tapcon Anchors I Size: .s • • • i • • • I have reviewed and approve of the job speciDc3tipn$ de.Ctibld bbvp:. • • QTY: Customer Signature: I • • I Date: I Order Date: Miami Storm Protection Order Form HOME SERVICES THD AT-HOME-SERVICES. INC. Storm Protection Order Form (Miami only) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •. • • . • •• • • • •• •• • • • •• •• ••• • • • ••• • • Project Coordinator: Maria Cemuda Customer Name: Martin Job #: 4229233 Page: 1 of May 16, 2007 ANCHOR SPACING • M IA M 1•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MetalTech, Inc. 7635 West 2 Court Hialeah, FL 33014 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 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 1.'on'h Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County' fsei: a the nght to have this product or material tested for quality assurance purposes. If this product or maters Igik to perform the accepted manner, the manufacturer will incur the expense of such testing and the ALT.Oy immedia ely revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves t1 p ght to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division thatThis . prbdugt.dfr 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.Vehxity Hurricane Zone of the Florida Building Code. • • • • • • DESCRIPTION: "Maximum Impact" 0.050" Aluminum Storm Panel Shutter "" APPROVAL DOCUMENT: Drawing No. 98002, titled "0.050" Maximum Impact Storm Panel ", sheets 4 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated 01/12/2006, signed & sealed by Robert Monsour, P.E. on 01/12/2006, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and 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. 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 & renews NOA # 04- 0621.01 and consists of this page 1, evidence submitted pages E -1 & as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. rf jJe'e`" A /��v -- o�l q /2oo6 NOA No O6=O117.O5 Expiration Date: 1Q/22/2011 Approval Date: 10/19/2006 Page 1 MetalTech. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNIITTED UNDER PREVIOUS APPROVALS A. DRAWINGS See NOA 01- 0718.09 B. TESTS See NOA 01- 0718.09 C. CALCULATIONS See NOA 01- 0718.09 D. MATERIAL CERT1i iCATIONS See NOA 01- 0718.09 E. STATEMENTS See NOA 01- 0718.09 • F. O1't1ER NOA 01- 0718.09. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 04- 06'11.01 A. DRAWINGS • • • • 1. None. • • • • • .. • B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. NOA # 02- 0312.08 cover page states the number of sheets incorrectly "sheets 1 through 18". This NOA #04- 0621.01 is issued to revise NOA # 02- 0312.0$ and correct the number of sheets on the cover page to " sheets 1 through 7 of 7". This is the only change. This file is authorized by Mr. Ted Berman, P.E. with no fee. E -1 .. • • • • • • • • • • • • • • •. • •. • • • • • • • • • • . . .• •••. • • • • •••• • . . . 1 4 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No 06-0117.05 Expiration Date: 10/22/2011 Approval Date: 10/19/2006 • • • • • • • •• •• • • • • •••• • • • •••• • • • •• • • • • • ••. • MetalTech, Inc. B. TESTS 1. None. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98002, titled "0.050" Maximum Impact Storm Panel", sheets 1 through 7 of 7, prepared by Ramms Engineering, Inc., dated January 10, 1998, last revision dated 01/122006, signed & sealed by Robert Monsour, P.E. on 01/122006. C. CALCULATIONS '....' 1. Anchor analyses dated January 06, 2006, 41 pages, prepared by Ratreng • • ▪ : •. . . • Engineering, Inc., signed & sealed on January 06, 2006 by Robert Monstur, P.E.: •,. • • . . D. QUALITY ASSURANCE . . . . • • 1. By Miami -Dade County Building Code Compliance Office. • . . • • • • 0 . .. .. .. .. E. MATERIAL CERTIFICATIONS . • • 1. None. . E -2 • . . .. • • • •• 00 • . .. • • • •. • •0•• elmy A. Makar, P.E., M.S. Product Control Examiner NOA No 06- 0117.05 Expiration Date: 10/22/2011 Approval Date: 10/19/2006 nr Arl i w YYYY /.� HAT BAR 5/8' © tr r r-rr r _ 0 ! L U n L.f au '!D FIAT OR it 29/32 VARIOUS TYPES OF F -TRACK NOT SHOWN 7/16{ -f TI® MOUNTING MOLLS 12 1/1' 04 CROSS SECTIONS 7/ ' 1 3/ 3 7/32' 3 1/32' f 3 7/32' 1 j11/2'( SPECIAL NET PANEL SECTION 0, =3/,4' VMS la 9611 14 n ASO MAL n .060 MBK BLOCKING 76' VARIES r NNaEW 0 TEE ] AL 8710.4 .#r ( flr.) SRD M0r ffi MOILED ALL ANPL170015 MOLES STUDDED IN - REVERSE O RECION RgiU s =OM n Swan LE0 war TYPICAL LW' N /4-20 X .7/4 LAT WS =W46it% • • • • • • • 1 I 1 f1 I 06 i. NM 76 iPPLIVO 00 iii 4 'T• • • • • • • OMER -... M,,,..,.,, b. • • • • • • • •• • • • STUDDED 71455E 13E7�IIL 1/8' X 1 1/2' PMT STUDDED STRAP WY le SISED•W MACE OE ANGLE • • • • ••• • COMPLIES WITH: ROR/04 BINDING CODE PER SEG7/ON ►609.1.4 IES1EO 7O 0201. D1302 AND 31,203 DESIGN CRITERIA: WIND LOADS 70 8E CAL.CULA7EO AS NM ASCE 7 NO NCRESE IN ALLOWABLE STRESS WAS USED IN THE DESIGN 07 MS PRODUCT GENERAL NOTES: ALL 1426144660664961967010887088.4440476063-7606(04446 STORM PAWLS SHALL BC .050 5052 N -32 ALUMINUM 0R woo 5100174 0R 5LBOSSEO 74701 A NOMOANL MIN OF 72 1/2' THE S7004 PANEL SHUTTER MAY BE 06TA2LED VFR77CALLY OR HDIOZONTALLY, 1 ACCORDANCE 7O THE 0EG4E0 SPE:MOUTONS NRON4 PANES M447 ES AOTCHE0 0R M EE= TO ACCOMA/OG47E AN OBSTRUCTION ANCHORAGE OF 171E SHUTTER SY37EM 7O CONCRETE OR MASONRY S74ALL CONSIST OP THE mummy 0RR EDWL 44711 4054264 5277977E LOAD VALUES SHOWN 1/4' 0/4 RAWL LOK/1AXT ANCHOR (3EEV6 DANE MOTOR ) M124 TENSILE 1194'0 - MIDI SNEAK 1520 - 1 1/8' MN. EMBED. IN CONCRETE 4764 7ENS6E 1200 - MIA SHEAR 1270 - 1 7/9' MW. EMBED. IN MASONRY 1/4-22 RAWL CALK -94 ANCHOR ( 944014114£ SOWN 7/e OM 147711 1/4-10 8005 MIN NOME t� - 407 SMEAR 1730 324400 - 7 A 0585 1N MASONRY CONCRETE PERMA SFAIL TAPPER BY RANI ( 4ASOHR4 SCREWS 79970 is HEAD TYPES 400 matte 1520 - TOM SHEAR 1980 - 1 1/2' MEM EAI8m IN coNcaE78 MAIL TOME 880 - M04 SHEAR 1270 - 1 1/4' MOL 003E1 IN MASONRY 1/4' 21100 MAW BY RAWL ( 54440 HAMMEN DRIVES ) MNL 7EN52E 980 - M04 SHEAR 1400 - 1 3/8' MIN. EMBED. IN (bNCRE78 94714 TENSILE 720 - 11414 SHEAR 1310 - 1 1/4' MINI EMBED IN MASONRY • • • DO • • • • • • • • AM010•I0E TO NOOD CONSIRECTION SHVL BE 1/4' STEM TAGS OR LARGER 44701 1' ION 7PICEAD Partin ng 1/4-10 BRASS WOAD WSI81405 OR 1/4• ET00 PANEL MATES WITH 1 7/8' M O4 110110 P946776 ITON REFER 10 SHEETS 246 8 7 OF 7 FOR ANCHOR SPACN0 AND MINIMUM EIBEOMENIS IT SHALL BE 714E RESPONSEWAY OF 7796 COMRACTO1 7O MAY 714£ SD24VANESS OF 771E STRUCTURE 7O NTINST4 O 771E AOORON42. 26405 AND MORE PROPER ANCHORAGE EACH PANEL SNAIL BEM A PERMANENT LABEL OR STAMP 9ONLN0 • MLTAL7EC'L 40. HOW" 46 ' ' ONO COMITY PU400IOT CONTROL APPROVED WARNING 70 OMEN OR 7E•W7 LOCATED IN EACH HEADER OR ONE MAIM OF DOH 6°ENANG, SCUM • MORN PANES NU NOT OFFER HUA RICINE PROTECTION OEMS ALL REINFORCING STRIPS OR BOLTS ARE PROPERLY NVSZIUFD, WHEN REARED MITRAI 60747 FASTENER 62{058815 FXBEOOED AIIC7/OR DOLTS THRE44060 CONES OR MEAL WELDS NOT IN MSC ANSI' 81" PROTECTED AGAINST CONROSa0At COMA10N4n6N .440 DAMAGE AT ALL 7EC • MONSA)UR, PE PRODOCTREVISED • 141010bARS w4Y 1b P F1 W ld i PaidAreCade O. -Ol .0S Esti:dragon . 17F�A_/ .050 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • •• • • • ••• • • 4HP AN INIEEMN 68407 DETAIL 1 GEE ANOKA SCHEDULE CORRECTION TYPE •Ir A 1126020 26 SILL DETAIL 5 DETAIL 9 FLOOR PLUS APO ANORNF SOPEIV metro 22* 0.41. 126 ANN NM (fl) SPECIAL ~a COPR576641766 MW BE NEEDED MW HARPED NMI PANELS 4447 26 IE ADOED *674 A ril . 10-24 r° GA CORNER FON MW41 MAY war RF:TURN MW WOWS SZES 1.41 li 7.41 j SEE SCHER SCHEDULE CONNECTKIN TIME 'V" C .HEADER or GAL DETAIL 2 flUs7 0#1 Ail Wall OUT C01017016 WAS VIE JULE oR WOOD ICI Misr DAS AS= ocusalke ACLE 26 7.20 ot cons* on2 FOR at REAM QV SWAN PAN PLAN VIEWS Ncm74* DETAIL 12 7 0/8 MAX ,DETAIL t tam SEE ANCHOR SCHEDULE COIRECTION 111PIE 652 PIP NAM= (M* FENAlle 71•. . DETAIL 10 DETAIL 3 ‘.;\ NEWER or ESL my NAY SE ISZLILE D II 26t' AMMON CONLINVOUS BLOCKING 00.1.13/16 . 42041 OOLTE0 TOGETHER PAH I/4-20 12*! 20! V// LOCK NUT fr 6. USED AS MADER CA ALL .1. I I or SILL WSW E MWTALLED VI *MAE DIRECTION AS Of 20444 6 04 021117NUOUS SAMS VS ANGLE 20761 76207220 WIN . 1/4-21171au 207 r/ tow ST Ar es. USED AS HEAVER OR SAL ,r_.,C0117111USIS SLOGANS eRW.7/16 112041 SSW 2020402 6.4411. CALK-IN / WITH SIDEWALK BOLT ac. w / 7/11 ASN. EMBEDMDff ' 3 U41• EDGE DISEVICE 011 41 1 ' .4 cawcwur aw seism. 7.26 26 1/8 FOR PLAPOSE Of 11111111111112■ OBODE CLOSER 41115 ASEANILY V4-10 MT 0-• MOM PITON • • • • • 20 2667716.4 smaL • • wvauum I/4 A 414 KNOW snes A I/ K I M Fli Fire • • 1 Nam *MEM Moan arP) DETAIL L • • • • • • • • : ' ° ROBE& 1tt I I • • • E13- • goo • • arm agateksa.m. • • • • • • • taco* 20 20 SONO PLUMPS PIPACT STORM PANEL HORIZONTAL INSTALLATION ELEVATION ED. Of HORIZONTALLY DETAIL 11 IT MALL BE THE RESPONSIBIUTY OF THE CONTRACTOR 70 VOW 7HE SOUNDNESS OF THE STRUCTURE 70 WITH STAND THE ADDMONAL LOADS AND MIRE PROPER ANCHORAGE SMITE? SYS77:14 ANY BE INTSALL OITO WOOD, CON04E7E MASONRY. WHEN ANCHORING TO 1•000 THE WOOD Ma BE A AMNON 2 ) 4 EOUAL TO 12 SOUTHERN PINE WITH OM SPECIFIC GRAVITY • /00) a7RUCEINALLY PART OF T E FRAMING S7RUCRIRE OR SkICURELY ATTACHED TO FRAMING STRUCTURE NTRTICAL INSTALLATION ELEVA7TON • SEE 4204011 20420141 CONNECTION TYPE •IN• DETAIL8. SW ANCHOR SCHEME CONN:CM 1PI r ® CONINLIOLIS BLASIUS] BODED TIMMER NMI I/4-20 MU VOLT W/ LOOK MIT ar aa OR® CONTINUOUS BLOCKING (-STORM 1/0-20 44 3/4 KNURLED SKIDS OAK INI57 HERS7 mom= 72 ve as (wp.) AMY BS SAXAWED VERMULY NOTE* IPRODUCTRETNED RiEmNANwIN the Sortie Ba141,40,6.s „ . AcccpftexT490b Expleaties SY sajlfailicirsl DivIslos • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • REASONS eff 09/11/98 01/12/06 RA SP • • SEP AM RSV 111111511111111 Wreffill WEI= 1/4 -20 FLOOR PLUG WITH MACAN£ SCREW ANCHOR HE4DER OR _SILL am MASONRY 4 . r C01995in10P1 TYPCy/ cHART GLASS I. L521 STORM PANEL 7/4-20 FL•• PLUG WITH 1/4 -20 W000 BUSING HEWER OR S'LL BH70 WOOD r DETAIL 15 ®er(:)treA ER or snL /10T'1:• NOTE: THE HETALTECH STORM PANEL MAY BE GYSTALLED WITHOUT THE USE OF AN D77R000D lHENXR OR SAL THE SHUTTER MAY BE AAONORfD OREMLY TO THE STRUCftL£ w THE USE 0 F ONE 0R A COIWWIION OF DE'TNL 1J sore* 17 - rAI L I, pi \'- SOaEMED DR BOUM roam? WWI 7/4-20 TAM/ BOLT W/ LOCK NUT 12' 0.G ©aq ® / CON BCOfJmYO 69.5 PM MAMA / PANEL HEIGHT 109 MENEM DETAIL 21 ADJUSTABLE HEADER OR 511 1/4-20 AUSRNE SCREW ANCHOR AMR CALK-114 / WITH SDE7Wf• K BOLT r a0. w / 7 /5• 'am E7MBEDAIENT J MJK EDGE LtlsTANCE POURED CaNGPETE ONLY NOTE;* 1/4 • PANEL MATE W77H MACHINE SCREW HEAD W1771 14-20 SIDEWALK BOLT HEALER OR SAL WOOD, CONORETE OR 1.44SONRY P . 1 4' WASHERS, 7 1( 777 14-20 STUD HEAD WINMILIT TRADER OR SILL • WOOD. CONCRE7E OR MASONRY COIs&CT1ON TYPE A TYPE .A" • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Sw COO Rfas H RERD? 70 DETECT= CHART R STOMP/ PANa • i• O SOUR. PE O 024 cc PRe5TUCCO IN51`ALLA1'ION DETAIL 14 TYPE "A' 1µA woe was note DETAIL 2q to70 on •tea DP 1•20 wn soap as UMW IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUPRMESS OF THE STRUCTURE TO WITH STAND THE ADOMONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTS LL INTO WOOD, CONCRETE MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A WAWA, 2 X s EQUAL TO j2 SOUTHERN PINE WITH 0.55 SPECIFIC CRONY • • • • • . • . • .. AND STRUCTURALLY PART OF THE WORM OR SUCUR£LY ATTACHED 7O FRAMING ETRU • � � F1a+41a • • • • , pet , • • •' • • • • • • •e 1 • G c w • DESCH P PANEL SPAN 44.40 123" 47.81 120" 51.23 117" 58.06 112" 61.47 110" 66.85 106" 71.46 102" 75.30 97" 81.45 90" 86.83 84" 91.44 80" PANEL HEIGHT 0'-68 ever 10r --AZr . - 66 -s6- ewer 96-723 - WALL MOUNT 2 5/8- 3 5 /B" 4" INSIDE MOUNT 2 5/8" 3 5/8" 4" BUILD OUT 2 5/8" 3 5 /B" 4" PANEL HEIGHT o ,or ever 10r --AZr WALL MOUNT 2 73/16" 3 J/16" INSIDE MOUNT 2 13/16" 3 3/16" BUILD OUT 2 13/16 " 3 3/18" THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS 050 ALUM V FRONT VIEW SIDE VIEW 1/4 -20 STUD Y1 2 1/ `T 1 123" MAX PANEL HEIONT NO PANEL STRAP 5 REQUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN EIASS AND PANEL HORIZONTAL BRACE STRAP 1/8 X 3/4 FLAT AWMWUM OAR SIDE NEW FRO*! VIEW DETAIL 'E" MAXIMUM CAP BETWEEN PANEL AND WADER IS /4- rm.) DETAIL "F" FASTENER MIST BE 8l MORROW PORTION OF KEY ROLE MOUNTING HOLE MAY ALSO BE A 9/76• 0Ll 0501E DETAIL "C" 4e se HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WO771 : HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY DETAIL 12 ON SHEET J DETAIL 3.4, & 8 ON £4&T 2 DETAIL 13 ON SHEET 3 WALL MOUNT ANt01 a PANEL 1OP • e NTO& NO TEMP. OR SAL .050 ALUMINUM MAMA MWACF STORM PANEL DETAIL 3.4. & 8 ON SHEET 2 WALL MOUNT AMY04L8 AWL TOP & 80170M max slum Know HEADER AND SILL TYPE WAY VARY. DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 75 Ott SHEET 3 WALL MOUNT 111D1 N•1 AND S1L • •• ••• • • • • • •• • • • • •• ••• •• • DETAILS 3.4 AN0 8 DETAILS 5.7.9.10 NV 11 ON SHEET 2 •• • • • • • / � 1� ROBER . • • • • i • • • • S 8 YO1�iSOUR. PE • • • •• • • • • • _ OOOA024 • • • • • • • . • • M. • • • • 123" NAIL PANEL HEIGHT ONE PANEL STRAP LOCATED M1DSPAN TYPICAL SECTION VIEWS PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MMWUM 067ANCe BETWEEN cuss AND PANEL DETAILS 5.7.9.10 AND 11 ON SHEET 2 ON star 2 BUILD OUT PUN 702 AND S11 DETAIL 2 ON SHEET 2 DETAIL tel ON SHEET 3 DETAIL 4 ON MEET 2 INSIDE MOUNT • 0107 702 AND S11 esonapiriagefttbartarkti Baleagfasets AcmissaaINDO 7.05 ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION T.. _ UP TO 59.6 PSF UPTO 71.5 PSF POURED CCNcTER4 BLacK POU9tDCONCIE1e CONCRETE BLC K CWEC1106'MS Oceternor1TYPE WNECIVNME CONECOCIITYP6 ANCHOR 'TYPE PANEL ED. A I 8 I C l D I E A I B I C J D I E A I B I C I D J E A I 8 I C I D I E AN 7 16: 16 1 , 16 : 13 : 8 :A..: 13 13 • 7 : 13 •` 13 : 5 : 13 : 13 • 16 : 13 : 10 : 18 • 13 : 8 ; 16 : 13 : 6 : 13 ' 13 13 ; 13 13 : 13 • _18, 13 : 7 16 : 13 • 5 14 : 13 • 4 : 13.:, x 1 13 • 13 • 13 • 15,: 1 „ 8 : 13 :, 13, 1 ; 13 • 6 • 13 • 13 14 • 13 • 4 • 13 • 13 2' „ p I 1 ® I 11/4' 1/4' RAWLLaOBOLT(6tEEVEANCHC 1 1� M. EIBEDILEtlT W AN 3' 16 : 13 : 6 : 13 : 13 • 5 • 13 • 13 • 4 13 : 13 18 : 13 y 7 : 16 11 .. 8_ 13 : 10 : 5 13 : 13 13 : 13 3 13 • : 13 14 i.9...:. 5 12 • 6 • 4 11 • 8 • 3 : 9 : 10 8 • 9 • 7 • 8 14 : 6 : 6 : 8 : 10 12 • 6 • 5 • 8 • 9 11 : 5 : 4 : 7 : 8 2' 15 • 13 • 11 10 / W mn 3' 14 • 12 • 11 • 6 5 : 9 : 10 • 6 t 4 • 8 . 9 5 . 3 : 7 . 6 14 : 7 : 6 : 12 • 6 . 5 11 : 5. 4 : 9 : 10 • 9 8 ' 7 : 8 11 4 : 4 ' 10 • 4 : 4 9 3: 3 : 5 • 5 4 : 4 1 4 13 • 13 : 12 12 • 4 • 6 5 : 4 10 • 4 : 4 • 5 I 4 9: 3. 3 4 - ..,_. � .'_2..,,.:a. s...._..SO. 11 :11 5 11 11 • 10 ,... 10 ; 4 ; 10 • 10 9 : 9 : 3 : 9 : 9 2• 6 hh hb, 123' span 11 : . ..1,9_,L 9 : 16 • 15 • 14 : 4 { 4 3 5 : 4 4 • 4 • 5 • 4 3 : % 3 : 4 : 3 13 i 7 i 13 • 13 13 • 8 • 13 • 13 13 : 5 : 19 : 13 12 ; 4 1 5 : 10 • 4 • 4 • 9 : 3 : 3 : 13 13 6 : 12 t 12 t 8 • 10 : 10 : 4 : 5 4 8 • 4 4 : 3 13 : 13 12 • 12 10 : 10 .,.: _. a. 18 13 ; 8 13 • 13 : 5 12 : 12 : 4 ,,,. ....•�. : 13 : 13 : 12 88 SPAN 1 1/4' 8S' SPAN 3' 13 : 12 : 11 : 10 ; 8 :, 13 L 13 9 • 5 • 12 • 13... 8 : 4 : 11 : 11 10 • 8 5 ; 9 • 7 • 4 : 8 : 6 : 3 : 10 10 8 q . p • 8 : 8 11 5 • 5 • 10 1 5 • 4 8: 4 ; 3: ; 7 B • 8 j. • 7 .. 6 : 8 8 • 4 ;. 4 5 6 7 • 3 • 3 . 5 . 5 7: 3 : 3 : 4 r 5 1 /4'RAVRZAMAGNA5.1NDMVE (HAIR DRIVE) t 3/8' MIL EMBEDMENT I7 CONCRETE 1 WMN.EMEEDMENT IN HLOCK 2' gh hit h for van 11 ; 10 : 9 : 8: 8 8 16 ; 116 B : ; 5 ; 5 i 7 ; 8 5 • 4 • 7 • 7 4 : 3 : 6 : 7 3 • 3. 4. 3 3 • 3 4 • 3 3 3 4 3 13 • 11 i 13 C 13 13 13 : 9 6 : 13 13 : 13 13 : : : 8; 4; 4 : 7 : 4 • 3 : 7 : 3 : 3 : 7 6 . ..._ _>r =F 16 • 13 • 7 • 14 13 : : 13 13 : : 5 6 : : 5 ;, •0• 5 • 8 4 : 5 13 • 13 13 13 : 13 13 : 9 8 8 i „� 18 16 16 t 3 e 4 • 3 : 3 : 3 : 3 13 • 9 13 13 6 : 8 : ; 4; : 4 : 4 . -s.�.. ; 13 : 13 13 : 3 • 3 . 3 13 13 13 7 s 8 .__ _�:; �” ?.�_x= .19..04..• '12 10 • 1 3! _ =�."_? •. •.��.�.e�v.? 6 5 4 3: 3 ¢ 13 12 10 3 a j sa.. -.:�1 13 12 10 127 sport VARIOUS HEAD TYPES � El ..V e>�� 1 t ) Z« iditfS¢r ffIZIM=113 676PAN 2' 1 1/4' AN 3' 18 : 16 : 13 : 9 : 13 • 13 13 : 7 : 13 : 13 13 : 6 : 13 : 13 12 : 9 : 5 ; 12 : 12 11 : 8 : 4 :.11 _: 11„ 1O 10 : 7 : 4 ' : • 10 18 15 14 8 : 7 7 • 8 7 : 5 : 11 • 10 : 9 12 11 10 10 5 ,9 8 : 4 4 , 4,,, 3 8 8,, 5 7 8 8 2' §:11\1'. (MASONRY SCREWS) 114' RAWL PERAAASEN. TAPPER 1A4" 6L0O P A N E L MATES 1 1,TMN. EM66DNENTI1 CONCRETE 1 94' MN.EMBFDMINT IN BLOCK 11/4' 16 : 105 span 3' : 8 1 ... ...............1.... 16 7 14 7 7 6 5 11 1 ...: .. 10 : 12 8 • 10 10 8 B 5 4 4 4: 4 3 • 7 : 8 8 7 6 • 6 15 13 12 8: 8 5: 8 4 4 : 7 : 8 S 5 5 4 ,6 , 3 „ 8: 3 7 , 4 3 , 4 4 3 3 3 3 2' i 1/4' 123' 4p41 7 w .. 13 : S 5 8 5 7 : 5 6 ; 5 8 8 3 3 4: 4: 3 3 : 4 : 3 3 • 3 ✓• 7 1 12 4 4 5 . 4 7 68 SPAN r' — "' 18'. 13 12' 13" 13 ; 10 : 13 : 13 13 : 8 : 13 : 13 18••°18 - • p. •x-13 %••13 14 • 13 : 6 : 13 : 13 13 13 ; 5 r 13 ; 13 16 �• 16 18 13• • 10 13 : 9 13 ; 7 • 1 •+13 : 13 : 13 ; 13 13 . 13 • 13 • 6 ,12 . 12 . 5 10 : 10 ; 4 13 12 10 13 12 10 •� 1/423306' 6' DIA. RAWL CAUCA (MACHNE SCREW ANCHOR) 718' MIA. EMBEDMENT . ZS" 18 • 18 : 2' 88' SPAN 3' 18 : 13 : 9 : 13 : 13 13 : 8 : 13 : 13, ,, 13 : 8 : 13 : 13 12 }' 9 : 8 : 11 : 9 : 5 : 10 : 7 4 : 12 : 12 11 : 11 10 : 10 16 18 16 10 : 8 9 : 7 8 ; 5 : 13 : 12 : 11 13 13 12 19 : 8 : 4 9 „ : 4 : 4 8 ; 4 1 3 6 .8 5 7 8 8 2.7 18 16 : 2 ' 105" wan 3• 16 : 16 • 16 • 16 : 18 : 14 • 10 : 8 : 13 : 13 9 : 7 : 13 : 13 8 • 5 • 11 • 13 6 : 7 : 8 : 7 6 : 6 : 8 : 8 5 • 4 • 7 • 10 : S : 4 : 9 ; 4 • 4 : 8 • 4 • 3 • 8 : 3 : 4 : 6 3: 3: 7 .: 3 • 7 : 8 6. : 7 5 • 8 4 : 3 4: 3 3 • 3 16 18 14 x 6 : 7 6 : 8 5 • 4 . S s : 8 : 8 • 7 3 3 3 9 : 3 • 4 8 : 3 . 3 7 3 4 4 3 3 3 3 25' hh TAN 123•span ANCHOR S C H E D U L E • • • • • • • • • • • • • • • • . • • • • • • • • • • • ••• • • • • 3 .. • • • : �Z • • • • • • • IOBERTs + PE • • • • • • 9 . • •tea4a�tc m£e • • •.• • • . NOTED SPANS AND LOADS SHOWN P4 TEES SCHEDULE ARE FOR DETERNINNG ANCHOR SPAM° ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. M/MMUM ENBEDMENT AND EDGE °(STANCE EXCWD£S STUCCO AND/OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR COMMONS THAT ARE Not ACCEPTABLE TT SHALL BE 77/E RESPOIG81UTY OF THE CONTRACTOR TO VER/FY 77/E SOUNDNESS OF 77tE STRUCTURE 70 91TH STAND THE AODRJOWAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE MULL /NTO W000 CONCRETE OR MASONRY . @RGDBC7D.EYISED as 02201,00 witb the Had& 985623 Cede A8rcp/9x Po 6 _0 . B1 35102113858 . 11 ••. • • • • • • • • • • • • • • •.• • • • • • • • • • • • •• • • • •• • • • ••• • • • • • • is • •• •• • • . 1 • • A N C H O R S C H E D U L E ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE y, 16 O 8 •• ••• • • • • • • • • • • • •• ••• b• • • •• • •' • • • • • • • • •• • •. • • •�p • • •'T • • • • • • • • • ••• • • • • •• NOTES: SPANS AND LOADS SHOWN /W1 THIS SCHEDULE ME FOR DETBtI 3G ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DE51dd LOADS REFER TO St8£T 4 M/N/NUN ENBEDME MT AND EDGE DISTANCE EXCLUDES STUCCO ANO/OR WALL FINISHES. SHADED AREAS RD ESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE IT SHALL BE THE RESFONSBILITY OF TIE CONTRACTOR TD YFRRFY THE SOUNDNESS OF TIE STRUCTURE TO WITH STAND THE ADDITIONAL LOAOS AND INSURE PROPER ANCHORAGE SHLI17ER SYSTEM MAY BE PTTSALL DTTD WOOD. CONGRE7E OR MASONRY. PRODUCT REVISED A• comilfalg wiffi Wad& &Wingtadv Acv Aqa .. _ . . ••• • • • • •• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • • WOOD APPUCATIONS illininEMELEMINIII �K•LI�I '. I1 hIiil��K�3�I�I��IC ]�•I'IU��I�I�IX�II�h•IY.d OA. X0000000000000000000© ,1 11,1' mRA4sWOODauSHINO Y MIN. PENETRATION 114-20 • Q. 14 13 1 5 13 ;13 12 12 i'8 1: 1? 10 7 4 1 10 i 10 4: 11 : 11 9 4 3 8 7 8 3 3 4 3 i 4. 8 • 7 8 3 3 4 3 y` c . 3 . 4 . 3 �.,, '.._.,„- i w ,. ,..._ �., _ .. r l 8rSPAN 11 ': 9. 4 8 . 3 127 SPAN �-,} }r} i � �}}FF} LJ e ll� }} . � }}� }}} }} tf WOOD LAGS 1 MINIMUM TREAD PENETRATION �1�� 21 ttt� s >�j�y>• } }�� } }I+1' WOOD LAGS r INIMUM TREAD PENETRATION 1/4` snc W SPAN 16 : 13 14 ; 11 12 : 6 10 • 4 18 i. 13 8 : 13 : 13 15 : 13 : 6 : 13 : 13 INEMINIEMENNINEMill 8 ; 13 13 12 : 6 • • 5 8 9 5: 8: 9 10 4 4 5 4 f x 3 • 5 • 4 '' ' - • } 13 ; : 13 13 6 0 •: 7 i 13 : 13 7 10 13 13 13 18 14 � 7 13 : 8 8 8 10 1 12 : 1 5 5 } 6 6 • 6: 9 ; 12 4 5 6 i 4,, 1 y 5: 6 : 4 a .1 . V ; ,: �' ea'SPAN EZIZZI "�-', I ee'8PAN 18 13 14 : 7 12 : 4 10S'8PAN mom T MINIMUM f MINIMUM 2M' 178 1.m1111.11�11�XXk�1 WOOD LAGS TREAD PENETRATION 11` }F1111F}3 }111 - 1 :. WOOD LAGS TREAD PENETRATION ' a "1" 11M 3 UAY ELCO PANEL MATES MIN. THREAD PENETRATION 3s. 7ne 1 /4" 18 : 13 18 i 13 16 : 8 13 • 5 18 i 13 18 13 18 • 9 15 . 5 16 : 13 14 : 11 12 : 6 10 : 4 : 11 : 13 : 1�3 18 : 13 ' 9 • 13 .13 18 8 7 i 11 13 9 •13 i 13 18 i 8 i 7: 10 12 13 ; 4 8 • 5 4 • 7 : 11 : 12 14 5 8 8 5 I f ;" ' `s „ k. • 8 • 6 • 5 5, } - .._ .. ..vs 12 : 13 ,: 13 16 i 13 : 10 : 13 : 13 - • a6 • ; 9 i 8 12 i 13 8 13 13 18 8 8 12 13 14 5 • 8 6 4 8 : 12 : 13 15 5 7 7 e { - £ " -"I . 7 . 7 . 6 i .k- -. ?., Z ,.T;r �sv '; w� � �4c;� .__ f �.a.:.,.. : 8 13 : 13 16 : 13 : 8 : 13 : 13 8 13 i 13 12 6 { 5 8 1 , 9 5 : 8 : 9 10 4 , 4 5 4 -. ^- - ?,-. � - 5 3 ... . v si t^- c�v.x'kir - 3 tiq ` J : 3 : 5 : 4 .G +:�-. - .: °,x�i...t 111= 12 SPAN ® 123. SPAN 13=1 "®'" ` ',° 1�r rtr �' .1--0 1�1.11i 114• ELCO PANEL MATES 1 78 MIN. THREAD PENETRATION VERIOUS HEAD TYPES g ellA W-M I Lim 114 114• Di SPAN 18 : 13 14 : 11 12 i 6 10 : 4 16 13 14 i 11 12 : 6 • 4 8 : 13 : 13 15 : 13 : 6 : 13 : 13 = = 6 : 13 : 13 12 8 5 B 9 5; 8 i 8 10:4 :4;5 i4 3 : 5 : 4 1- = ' y..c rY '--:=4=''''.,-`',' :^ ;-n l- 1.= y f : 8 : 13 : 13 15 13 6 13 13 6 i 13 i 13 12 1 6 1 5 8 i. 9 5 • 8 9 1 4 4 5 4 L __..� x;.._.e,._..,w.._� y.�� .. ,�.¢;av�.,.��v.: sasv -A 3• 5 : 4 u n si -„�., " �` '.,v �..v ,'.�.._�s �..,.,...�� s ti CEZZI Q�,i i 124" SPAN sr SPAN r=11 v4• MASONRY SCREWS 178 MIN. THREAD PENETRATION � .10 1E3= NOTES SPANS MW LOADS SHOWN N MB SCHEDULE ARE FOR DEMEI11G ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EOVAL TO 12 SOUTHERN PAC 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF NC FRAMING STRUCTURE OR SUCURELY ATTACHED 7O FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE IT .SFIALL BE 771E RESPONSIB2ITY OF 7NE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE 70 WITH STAND THE ADDITIONAL LOADS AND NISURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE /NTSALL 1/70 W000, CONCRETE OR MASONRY, SCHEDULE •• ••• • • • • • •• • • 1 •' • • • • • •• ••• •• • • •• • • • • 1'7' • • • • • • • • ROBERT • S. it OUR, PE • • • • jO �¢ • • • • • • • • • ••• • •_ • PRODUCT REVISED ssecorlyizziainstberlsaids ad$egCota Attesuss • - -OI •S pam Itlk - N>f ' on . Dud Dhisiss ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • ••• • • • • • • • • • •• •• • V Z a wr W saw BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Poma Corporation 9040 Belvedere Road West Palm Beach, FL 33411 1., r 1 L JU d. 4. BY: -------------- - - - - -- SCOPE: This NOA is being issued under the applicable rules and re atii ns 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 th y. ri• to have this product or material tested for quality assurance purposes. If this product or material fails tQ pe the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may revoke, modify, or suspend the use of such product or material within their jurisdiction. BO to revoke this acceptance, if it is determined by Miami -Dade County Product Control Di isio 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 . i Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -537, titled " 0.050" Aluminum Storm l ar is 1 .�,\ thou of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated D 0 6 , 006, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product C isi s mpihrith the Notice of Acceptance number and expiration date by the Miami -Dade County Prod Cd 01 rylsi MISSILE IMPACT RATING: Large and Small Missile Impact • � \ g ` . ••• r LABELING: Each panel shall bear a permanent label with the manufacturer's name or log d tai following statement "Miami -Dade County Product Control Approved ", unless otherwi in( • RENEWAL of this NOA shall be considered after a renewal application has been filed anahire lts been • 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 & renews NOA # 01- 0410.10 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E., M.S. b?/ V/1 -°°7 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.eov NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 Page 1 •.•.•• • • • • • • • •.••• • • ••••• 000000 • • • ••.••• • • ••••.• • • Poma Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01= 0410.10 A. DRAWINGS 1. Drawing No. 00 -408, titled "0.050" Aluminum Storm Panel", prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E., dated March 30, 2001, last revision #2 dated August 13, 2001, sheets 1 through 4 of 4. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure test Loading, per PA 202 -94; 2) Large Missile Impact Test, per, PA 201 -94, and 3) Cyclic Loading Wind Pressure Test, per PA 203 -94 of aluminum storm panels, prepared by Construction Testing Corporation, Report No. 01 -005, dated 02/24/2001, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Comparative analysis and anchor calculation, titled 0.050 " Aluminum Alloy Storm Panels, dated March 30, 2001, pages 1 through 31 and anchor manufacturers appendix, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. 2. Comparative analysis, dated July 16, 2001, 3 pages, prepared by Knezevich (and.: • Associates Inc., signed and sealed by V.J. Knezevich, P.E. • •' • : • • • • . .. • • • • • D. MATERIAL CERTIFICATIONS ...... • •• ...... • 1. Mill Certified Inspection Invoice #167143 B, dated 08/18/00 for A7umrnum Alloy . .... 5052 -H32 by Commonwealth Aluminum. • " " "" • . • • • . • • • • • • 2. Certed Tensile Test Report No. CTL #0296G, issued by Certified Testing • • • • • Laboratories dated 03/13/01 for Aluminum sample CTC 01 -005, sig • " "' i�. sealed by Ramesh Patel, P.E. ...... • . • • • •• . • 2. NEW EVIDENCE SUBMITTED • • •" • • •. • • • • A. DRAWINGS ' • • 1. Drawing No. 06 -537, titled " 0.050" Aluminum Storm Panel", sheets 1 through 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, signed and sealed by V. J Knezevich, P.E. B. TESTS 1. None. E -1 lm A. Makar F.E. y , M.S. Product Control Examiner NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 Poma Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated December 05, 2006, pages 1 through 15 of 15, prepared by Thornton Tomasetti, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 • • • • • •• • •••••• • •••• • • •• •• • • • • • • • • • •• • • • • • •• • • • • •• • • • • • • • •• . • • • • •••• • • • • elmy A. Maker, P.E., M.S. Product Control Examiner NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 •• • • • • •• • •••••• • • • 0 00000 • • •••••• • • 00 000 • • • • •• 0 00000 • • • 14.927" O STORM PANEL SCALE 3" • 1• -0" IOPTIONAI LOCATION) 4S5" 6.00" COVERAGE 7.463" 7 B HALF PANEL SCALE 3" • I' -0" ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING GENERAL NOTES: t THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTE WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF AC ZOA (�HVADE C OF NTTY PRODUCT ONTROL OF N004 TH E HIGH S� Up ITT E 7E N0A) BY � 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd o 1.6 WAS USED FOR WOOD SCREW DESIGN. d IDID RECTION ▪ - � 2.000^ 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING WIND VELOCITY. FOR WIND CAALCULATIONS IN AACCORDANCE AND ASC 7 02 A DIRE FAC OF KO =0.85 SHALL A LL BE USED. 4. FOR SITE - SPECIFIC APPL O L THIS SHUTTERDSYSTEMINCLUDE INFORMATION 5. OR TOF l R A PPROVA1. DOCUUMMNTS SHAL C OMPLY WITH CHAPTER 61615 -23 6 THESE APPR DOCUMENTS ARE S TO BE APPLIED BY A LICENSED COTNpDIp�ITIONS DDEETAIILED PROVIDED A ND N T HE CONTRRA FORVERIFIES T T THA HE STING STRU T RAL SUBSTRATES D HEREI HEREIN ANY MOD OR ADDITIONS TO THESE APPROVAL DOCUME WILL VOID THE APPROVAL DOCUMENTS. e. BUII O FFI C L IAL ELECT ONE OF FOLLOWING OPTIONSODCUMENTS, THE Al OUIRE THAT SITE SPECIFIC DOCUME BE PREPAR D SIGNED DATED AND SEALED BY A OE E OR REGISTERED ARCHITECT, MIHICH DETAIL AN�D�JUSTIPY THE DEVIATION SAID DOCUMENTS SHALL BE SUBMITTED TO THE PR NGIN N E ER�� R �R MEW AS A CONDITION TO THE BUILDING OFFICIAL el SEC F FROMM T p MIA�MII -DADE COUNTY C O O N H T R O A I. DIVNISION R AND WHEN A RE AN LY OPTIO - 3 SHHLL BE ACCEPTED BY THE BUILDING OF 9 . PRODUCT O MARKINGS O O NE MAR TIKINGLPER yALL PANEL A SHALL BE PERMANENTLY LABELED FO F LOWS, AS g AREAS ••• • • y MIAMI -DADE COUNTY PPRODUCT APPROVED • • • 10. STORM ( ITH Fy U.O.N. A 28 PANELS 50 P 5.1. BE IN.) 3094-1-134 OR HALL ALUMINUM 6063-T UM SAN6 • • • PERMANENTLY ALL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, 304 SERIES U L Y � S rrTAI STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD NO 12. DICTATE. PANELS DETAILS BE MOUNTE APPLI . [�''��•((�)N N • • • • • 13. TO SPUSTAIN 71 SuPE IIMEPOSED LOADS E 1 IRK VERIFY EXISTING DIMEE NSID AT THE .1013 • • O 'h• HEADER SCALE + 3" a 1' -0" 178" =275" .080" O 'E" TRACK O "F' TTRACK 6b REV. "P ANGLE SC SCALE .9' =1' -0' SCALE a 3' • • T - 0' SCALE 3"•1• - 0' WIDTH UNLIMITED )1-178" O "U" HEAD SCALE 3" • 1' -0" 2.275'f.660" •485" .645 .843 11.940 - 1 pWM 1.1 W _ SECTION 12" • W G m XO (PERP. TO PANEL SPAN) YP.) O TYPICAL ELEVATION ••• • • • • • • • • • • • • • •• • • • • • • • •• •• • • • •• • • • • • • • • • • 1 / . • • • • • • • •• •• ••• • • • • • • • • • • • • •• • • • • • , - BOTTOM MOUNT •• TOP MOUNT PLAN VIEW ••• • • • •• • • •• • • • • • • • • • • • • • •• •• ••• • • 520' 11 I .313" \ •. TOP MAYBE BOOTTTOM 625' 0 ALT. STUD DIRECTIO SCALE. 1 -1/2" • 1' -0" • N TYPICAL PLAN VIEWS STRUCTURE 90" ITYP) 1 2.00" 7/4,iQ SACHINE S @ OR 112"" 0.C. O STUDDED ANGLE SCALE 3" a 0 .60'• 129' 77P. 4.00" MAX. 1 ANGLE SCALE 3" a 1' -0" n .275" ZAMAC ALLOY O WASHERED WINGNUT 090" THICK j Og 9OYHOLE' WASHER SCALE a HALF SIZE SCALE 3" a 7 -0" 3003 - 1114 ALUMINUM ALLOY FASTENER (d 12' 0.C. FOR { 1/4' MAX. DESIGN LOADS LESS THAN I 1 OR EQUAL TO 110 P.S.F. AND @1 9" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) 1 xU ANGLE ALUM. .52" MIN. PIECE, CLOSURE 2" z 5" >< .055" MAX. FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.P. AND (9 9' 0.C. FOR DE512(1 LOADS GREATER THAN 110 P.S.P. (SEE ANCHOR SCHEO. FOR ANY ACCEPTABLE A TRSUCTURE intonucr REVISED aa mmplyyioO with 6mlImid6 • Code eOP- : Kap haIIoe Dam • :F /I.7% • ✓ L_1 o6 11 3 BL 8 8• 0 a 6 °"' 12/06/2006 Wel 06-a7 [sheet 1 of 4 SEE GLASS SCHEDULE R AN ANCHOR ,E FOR MAX. SPACING MIFF �y au R ER ANCHOR S SCHEDU E FOR MAX. ING ITYPI ANGLE10 WAD. DETAIL 1CLL 04/pGpBLMMEE�I OR TOP BOATTOM Y • R x C pNCNP{t SCHEDULE FOR MAX. SPACING 0 REFEEREN R SCHEDULE FOR MAX. SPACING OcONT. ® WALL MOUNT SECTION SCALE • 9' a V -0' FM?' L ECON 12 OR DOO IRECTION PANH.TOANGIE OET 1L 11.11 7 EO AVJINGNUTOLT ?ors TTOM 5 ONT. TYP. TOP & BOTTOM H Z DNTAL AAS 1 0 N 1/4' MAX. Q s e MTM 1/4 -20 x 5/0' C E BOLT 53 12' O.C. MAX. Q s S WITH 1/4 -20 x 5 /B' CH BOLT @ 12' O.C. MAX. J F 1 -- N W � B 77 M 1 4 - x � /Bid • : TA BC t 120.f MA1C. • • •• • • • • ••• • • ••• •• • • • • REFERENCE OR SCHEDULE S FORMAX. ' • • ••• ••• •••• ••• • • - SIDE CLOSURE REQ'O. IEEE PLAN �IEy) • • • • • • • • • • O BUILD-OUT MOUNT SECTION • • • • • • • C SCALE 5'c T -O' ••• ••• • • • • • • • • • SEE GLASS SCHEDULE see GLASS SCHEDULE SC TYPE i B B T lgtoR E . • SC�OR MAX. , P SPACING • •E DIST EDGE DIST. © CEILING/INSIDE MOUNT SECTION SCALE 9' a 1 -0' SCHEDULE R SPACING R R FE DULE ANCHO SPACING FOR MAX. (B i) WITH 1/4 -20 x 5 /0' CH E BOLT (A 12' 0.C. MAX. USE V4 ZO S.SSTRUSS HEAD BOLTS W/ KEYHOLO WASHER. ENGAGE B HEAD I NARR PORTION P Y A - R SCHEDULE FOR E X. WAIL MOUNT SECTION (DIRECT MOUNT) O SCALE 3' a 1 - 0' FEODOC.f REVISED l6OXA[S1yLR$ tlith ffie PID841• lm•b-o: 6 Bate .0 : ►/I - 11 i 1 ' I..'L✓ l • L :l ••• • • • • ••• • • • • • • • • • ••• • • 5S • • • • •• •• ••• ••• • • • • • • • • • •• •• • • va. KnezeYich Padaskaal 0. Theme f"` 12/06/2006) [� NOIWI 06-537 (sheet2 of 41 ANCHOR SCHEDULE FASTENFR MAIOMUM SPACING ONO65) REQUIRED IO R VAI800S 069011 LOADS Allen SPANS "nws • SIX3 ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. Y EDGE DISTANCE MIN. r EDGE DISTANCE SPANS UP TO 5' -6 • (SEE NOTE 1) SPANS UP TO 8• -8" (SEE NOTE 1) SPANS UP TO 10• -8•• (S'EE NOTE 1) SPANS UP TO S' -.6' (805180151) SPANS UP TO 8• -8" (805180781) SPANS UP TO 10• (588 ND181) CONNECTION C1 (SEE/101E3) C2 C3 TYPE C4 C5 CONNECTION C1 (SEEM/TES) C2 C3 TYPE C4 C5 CONNECTION C1 (SEE C2 NOIE3 C3 TYPE C4 C5 CONNECTION C1 (SEE C2 NOTES) C3 TYPE C4 C5 CONNECTION C1 mown C2 C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTES) C3 TYPE C4 CS 31321DNOD �; .�11htuiutlRgili1paP' 1/L•m ITW T � p � 1-3/4 Nml.O18ED 1 lt - . 48.0 12 12 12 12 12 12 12 12 11 11 12 12 12 8 8 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 63.0 1 2 12 12 1 2 1 2 1 2 1. 12 N P 12 9 12 7 4 T2 1 2 12 1' 12 17 1 2 12 10 10 12 10 12 8 8 72.0 2 1 12 12 12 2 1 12 i 1 7 I 12 12 12 6 2 12 11 12 12 1 12 8 8 12 10 12 8 8 98.8 12121288 4 4 :Wyk P ' .:1, r Lr - T ti r + 72.0 129 12 1276 8 8 12912 12 12 5 6 121212101012101288 12 12 4 4 98.0 12 12 12 6 12 10 12 8 8 200.0 12 L .. . - p .2 4 .• 12 4 4 9 12 ' _ 2 0 12 L - .- 10 12 8 8 12 10 12 8 8 g tfmli o u m71112P 48.0 ��, ��//07 11 12 �A 7 tiimImulwmll> ., 4 _: �� -. 42 r .• 7 7.•• • / J / Idyr y 6 ��O � 12 10 10 z 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 R■Lnuneulul= 4i'i: '. y,4 A TE. yy /w2d ";, " a ' ,,. ..:r CO.,,,,,,,. * �II;'•'�`�i 63.0 72.0 98.0 200.0 day' i /F /rhree ar a � ��/ � // � zix „��i% 5 �� r m�� 7 / �,� �� / / M2,V � ArAr ,,� 1,66/ 9 � � �/J „�z dr r 12 12 12 12 12 12 12 12 10 10 12 9 12 8 8 12 12 12 12 12 12 10 12 8 8 12 9 12 B 8 12 12 12 10 10 12 9 12 8 8 12 9 12 8 8 12 9 12 8 8 12 9 12 8 8 12 9 12 8 8 48.0 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 63.0 12 12 12 12 12 12 11 12 9 9 12 7 10 7 7 12 12 12 12 12 12 12 12 12 12 12 9 12 10 10 qy _ y � . x '7, 1 . Tic .1-I _ �T.7 ` _.._ e�Le � :, i He=lm eifieigeeeee. 1/4.0 Tp� y�� t-1F4' M t4. E6iBEONENT 72.0 12 12 12 12 12 12 8 12 8 8 12 7 10 7 7 12 12 12 12 12 12 10 12 10 10 12 9 12 10 10 98.0 200.0 48.0 12 12 12 12 Q 10 12 HIEm P r m 12 12 9 LEE. 10 10 9 I - I -IPI IvIiI r lr lm 10 1 0 7 h h 1 IhI-I 12 12 12 IEs IP Plyl- 12 10 10 12 10 10 I�I�I�I PIPI_ I�I�I�I 10 10 6 10 10 6 IMP IPPm IkIvIPI 10 10 S 10 10 5 63.0 11 11 6 6 7 7 4 4 6 4 3 3 12 12 12 7 7 8 4 8 4 4 7 5 4 4 4 72 10 • 10 5 5 6 4 3 3 6 4 3 3 11 11 11 6 6 7 3 5 4 4 7 3 4 4 4 98.0 7 7 4 4 6/ 4 3 3 6 4 3 3 8 5 8 4 4 7 3 4 4 4 7 3 4 4 4 200.0 6 / 4 3 3 6/ 4 3 3 6/ 4 3 3 7 3 4 4 4 7 3 4 4 4 7 3 4 4 4 t ?q , eviu toil -, 48.0 63.0 Amy Zap AO' p �A� �A� �� /I 12 12 12 12 12 12 11 8 11 8 12 11 12 7 12 11 7 5 7 5 12 8 12 5 5 tti..tuuuluu1 ,' -i'j: '. t „'1r, . W 4-2 •. , }' -5 L w. . 9 4 6 4 4 72.0 / r � p V / / �j� r for 12 12 12 7 7 10 5 7 4 4 9 4 6 4 4 98.0 /r a % y � . ZN� a7 / a �� drarZe�� 11 7 11 5 5 9 4 6 4 4 9 4 6 4 4 200.0 '% r % / r // / 9 4 6 4 4 9 4 6 4 4 9 4 6 4 4 Ca * "�' +�`�•'i vo ■ 8g&�1,y , r __ r + 48.0 12 12 12 12 12 12 12 12 8 8 12 12 12 6 6 12 12 12 12 12 12 12 12 11 11 12 12 12 9 9 63.0 12 12 12 10 10 12 9 12 6 6 12 6 8 5 5 12 12 12 12 12 12 11 12 8 8 12 6 9 7 7 72.0 12 12 12 8 8 12 7 10 5 5 12 6 8 5 5 12 12 12 11 11 12 7 11 7 7 12 6 9 7 7 98.0 12 10 12 6 6 12 6 8 5 5 12 6 8 5 5 12 11 12 8 0 12 6 9 7 7 12 6 9 7 7 200.0 12 6 8 5 5 12 6 8 5 5 12 6 8 5 5 12 6 9 7 7 12 6 9 7 7 12 6 9 7 7 ANCHOR SCHEDULE PASTES= MAXIMUM SPACING ONOVS) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS "IULLS 'Usoa ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE N01E 1) MIN. 314' EDGE DISTANCE SPANS UP TO 5' -6" (SEE N01E 1) SPANS UP TO 8' -8" NOTE I) SPANS UP TO 10' -8" (SEE NOTE 1) CONNECTION C1 ISEE C2 NOTES) C3 TYPE C4 CS CONNECTION CI DEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (ME C2 NOTE C3 TYPE 3) C4 C5 DOOM 2 M118. 48.0 12 12 12 12 12 12 12 12 10 10 12 12 12 0 8 63.0 12 12 12 12 12 12 12 12 7 7 12 12 12 6 6 1/4- - << P ` -% ' A `' ,7, 72.0 12 12 12 to 10 12 12 12 6 6 12 12 12 6 6 98.0 12 12 12 7 7 12 12 12 6 6 12 12 12 6 6 200.0 12 12 12 6 6 12 12 12 6 6 12 12 12 6 6 2" MIN. 48.0 12 12 12 12 12 12 12 12 7 7 12 12 12 6 6 63.0 12 12 12 9 9 12 12 12 5 5 12 12 12 4 4 :Wyk P ' .:1, r Lr - T ti r + 72.0 12 12 12 8 8 12 12 12 5 5 12 12 12 4 4 98.0 12 12 12 6 6 12 12 12 4 4 12 12 12 4 4 200.0 12 12 12 4 4 12 12 12 4 4 12 12 12 4 4 *marameame.. 40.0 12 12 12 12 12 12 12 12 8 8 12 11 12 7 7 tiimImulwmll> ., 4 _: �� -. 42 r .• 7 7.•• • 63.0 12 12 12 10 10 12 9 12 6 6 11 5 7 5 5 72.0 12 12 12 9 9 12 6 9 5 5 11 5 7 5 5 98.0 12 9 12 6 6 11 5 7 5 5 11 5 7 5 200.0 11 5 7 5 5 11 5 7 5 5 11 5 7 5 4 8 •• ••• • • • • • • O • • • • • •• • • • • • •• • • •• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • 41808018180180 t SPANS AND LOADS SHOWN HERE ARE FOR DEI90YBNWG ANCHOR SPACINGONLY. ALLOWABLE STORM PANE6. SPANS 081 SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. ANCHOR 1.N p p� gEp� p��GNLppp �q 2. n T U ER A 7 HAN N OR E ll N. TO S b SHUTTER THE S $ A S N HUTTER ANDGSELECCT 5 AN 3. 4. gSgEE�ES5MM�OppUNg SECTION gppC D y EETT g A Ag I C LS N FOR IDENTIFICATION OF CONNECTION TYPE REPEEROEF XIR Nap Ta OPER ANCHO R TYPE rani 5. AAANCHORS YY EH E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 6. MINIMUM EMBEDMENT AND RR AND EDGE DISTANCE E WALL FINISH OR 7 SHALL LOC LOCATE S PRIOR DAMAGED. NCHO INGNOQA COORDINATE ODINNA 8. VA RY . F NOT FY T H RA FAS TE NERS TO INTI) ADEQUATE A W00 ACCEPTABLE FRAMING FOR SIDE cL r�r� O CC S �� U EE R WW E ggPIECES. WHERE C� �p 9. SHALL BE OCATED FASTEN 11 C E E p N7 TpNTO NARROW FA 2"pR x p 4" ((11 ) WOOD UD legEsDIS�S PAN f9?ADG.OSO50117 X G O I E�WS S HAVE 10. IN MACHINE ANCHOR AND MAY HAMINIMUM E R A P AN HEAD, TRUSS HEAD. OR WAFER HEAD SIDEWALK BOLT). U.O.N. 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. MIN. 2x AN DIAMETER / MAX. 1/2 ANCHOR SPACING y SPACING PER y SPACING PER ANCHOR SCHEDULE 'I ANCHOR SCHEDULE ALUMINUM ANCHOR FROM EXTRUSIO SCHED., TYP. f PRODUCTREVCS&.O MsametytoswIth the Birth BeIma3Caoa Ampe=Ne• -• 'Z• Emigration Data :i /nIr I 819 /aiY1 I b - 8 flfl1 EtM IMMMI' • 12/06/2006 Eitel 06-537 (sheet 3 of 4( ••• • • • • • • • • • • • • ••• • • •• •• • • • • • • ••• • • • • • • • • • • • • • •• •• • ••• • 12/05/013 11:27 MINIMUM STORM PANEL SEPARATION FROM GLASS ON) POSITIVE N DESIGN (N {AS F) AtTUAL SPAN (1.) (FT - INN MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 3r ABOVE GRADE INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 3 - 6 3-1/2 1 -5/16 8 - 6 3 -1/2 1 -7/8 10 - 8 4 -1/4 2 -3/4 40.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -1/8 10 - 6 4 -1/4 3 -1/8 50.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -3/8 9 - 11 4 -1/4 3-1/8 60.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -9/16 9 - 6 4 -1/4 3 -1/8 70.0 3 - 6 3 -1/2 1 -5/16 • - 8 3 -1/2 2 -3/4 9 - 0 4 -1/4 3 80.0 3 - 6 3 -1/2 1 -5/16 6 - 6 3 -1/2 1 -13/16 8 - 2 3 -1/2 2 -5/8 90.0 3 - 6 3 -1/2 1 -5/16 5 - 6 3 -1/2 1 -9/16 7- 3 3 -1/2 2 -3/16 100.0 3 - 6 3 -1/2 1 -5/16 6 - 7 3 -1/2 2 110.0 3 - 6 3 -1/2 1 -5/16 5 - 11 3 -1/2 1 -3/4 A A B L E 2 ♦ SEE TABLES 1 & 2 NOTE NUMBER 3 •• TABLES 1 L 2 NDTLS. t ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN (Lm•x), POSITIVE LOADS LESS THAN OR EQUAL. TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MN. SEPARATION PROM S. • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • O S • •• • •• •• •• • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • ••• •• • • • • • • • • •• • • MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE NEG. 0551GN LOAD IPSF) 30.0 35.0 40.0 45.0 48.0 50.0 55.0 60.0 62.0 65.0 67.0 70.0 72.0 75.0 80.0 90.0 100.0 110.0 115.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 Lmax. (FT - IN) 10 -8 10 -8 10 -4 10 -0 9 -10 9 -9 9 -6 9 -4 9 -3 9 -1 9 -1 8 -11 8 -10 8 -8 8 -2 7 -3 6 -7 5 -11 5 -8 5 -5 5 -0 4 -8 4 -4 4 -1 3 -10 3 -7 3 -5 3 -3 PRODUCT REVISED aammpyllg aids the Fledda Batelag Case AescataSNa . , - • : Z 6ffie.d Bade •0 6 X 0 N CD u 0 111 01/1241 T °m 12/06/20061 (�NOTED1 hael 06-5'57 (sheet 4 of 41 • • • • • • • •• ••• • • • • • • • •• •• • • • • ••• • • • • • • • • • • • • .• • •• ••• • • MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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.buildingcodeonline.com NOTICE OF ACCEPTANCE (NOA) Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah, FL 33010 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 Divisionthat 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 Fierida building Code, including the High Velocity Hurricane Zone. • • DESCRIPTION: Series "La Francais" Outswing Aluminum French Door w/Sidelites . . . . • APPROVAL DOCUMENT: Drawing No. W97 -18, titled "Series `La Francais' Alum freaoh boor w /Sidelites ", sheets 1 through 8 of 8, dated 08/05/97, with revision G dated 07/21/05, prep div Al-littgoq • Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Cont'dl Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Stank ounty Proguct Control Division. ▪ • • •"• • MISSILE IMPACT RATING: None • • • • • • ,' • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state afld • • • following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 01- 0607.04 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 05-0426.03 Expiration Date: July 22, 2011 Approval Date: August 18, 2005 Page 1 Yale Ogron Manufacturing Co., Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W97 -18, Sheets 1 through 8 of 8, titled "Series `La Francais' Alum French Door w /Sidelites ", prepared by Al- Farooq Corporation, dated 08/05/97 with revision G dated 07/21/05, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 36032 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum French door w /sidelites, OXXO configuration, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -04 -1402, dated 09 /17/04, signed and sealed by Ivonne Ghia, P.E. 2. Test reports on 1) Air infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 • 3) Water Resistance Test, per PA 202-94 • • • 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 2()N24 • • • • • • along with installation diagram of an aluminum outswing French enti atc.door • . • w /sidelites prepared by Fenestration Testing Laboratory, Inc, Test Report lVo. F'L 1659, dated June 18, 1997, reissued on 6/11/98, signed and sealed by Gilbeerf)tamond; P.E. (Submitted under previous NOA #97- 0815.09) • • • • • C. CALCULATIONS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E -1 • • • • • • .••. 1. Revised anchor calculations and structural analysis, prepared by Alfargeg Corporation, dated 07/21/05, signed and sealed by Humayoun Farooq, P.E. • • • • • • • • • • • 2. Anchor calculations and structural analysis, prepared by A1- Farooq Corporation, Bated 12/20/04, signed and sealed by Humayoun Farooq, P.E. 3. Comparative Analysis and Anchor Calculations prepared by Al- Farooq Corporation, P.E dated 5/31/01, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #97-0815.09) Complies with ASTM E1300 -98 No 1/3 stress increase used in mullion or anchors into masonry and steel substrate. < Manu `e Product Control E • NOA No 05 I . .03 Expiration Date: July 22, 2011 Approval Date: August 18, 2005 Yale Ogron Manufacturing Co., Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated December 20, 2004, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated December 20, 2004, signed by Dr. Humayoun Farooq, P.E. 3. Letter from Yale Ogron Mfg. Co., Inc., dated 04 /22/05, requesting a revision for this the product, signed by Ms. Rosario R. Infantas, Staff Engineer. G. OTHER 1. Notice of Acceptance No. 01- 0607.04, issued to Yale Ogron Manufacturing Co., Inc. for their Series "La Francais" Aluminum Outswing French Door with Sidelites, approved on 08/09/01 and expiring on 07/22/06. E -2 • • • • • • • • .. • .. • • •. • • • .. • • • .... • . .... • • • .. . • • • • • .. • .. • .. • • • • • .... • . • • .... • • • • .. • ... • .. Manuel Product Control NOA No 05-04 . Expiration Date: July 22, 2011 Approval Date: August 18, 2005 LEAF WID APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LTTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDMON FOR THE HIGH VELOCITY HURRICANE ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A 33% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD - ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 144 1/ SERIES 'LA FRANCAIS' ALUM FRENCH DOOR W/ SIDELITES THIS PRODUCT IS NOT RATED FOR IMPACT. MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUII ARE REQUIRED. • • • •• •• •• • • • • • • • • • • • • • ••• TYPICAL ELEVATIONS • • • ••• • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • ••• • • • • • • • • • •H • • FJU • • • • • • • • ••• • • •• ••• CE • O • • • ••• • =ELITE DOOR GLAZING DETAIL GLASS COMPUES WITH ASTM E1300 -98 m •• a de MAX. TYP. 9 LL CORNERS : • 0 / \ FRAME WIDTH 12' Y 3 1 1 25 5/8" MAX. 0 0 / / D.L OPD. 35 5/8" MAX. LEAF MYTH 12" MAX. CAI= DR. HIAUYOUN AROOp STRUCTURES FLA. PE If 18557 CAN. WO zo ff o8 8 n U 8 o 1 t o - '• bNZ0 1 8 M 8 8 3 1 drawing no. W97 -18 (sheet 1 of 8 ) TESTED FRAME WDTH • • 12 ' TYP • • • • CORNERS AT HEAD /SILL A 1 111 1 © 12' 72 " • • • •• ••• ••• 1 1 1 1 'Slap Tp AB II II / II / _ / n p / II / 11 )ii. DTI/ I \ I II \- - -u - -- 3 /111iTEMP. O II \ II \ ® O ® \ 11 \ II \_ 1 .. ••• : : ••• 11• • • _ — _LW._ • • . 11 n n u - — b ▪ 1 • I I - u ecs II 11 u n - 1 II II II 11 1 - 1 . II \ 1 \ 4 / TY / =-_111_ 1 II T 2 / i / I = == = 1. II II 1. II �� 1/ M = = == II .. d U. Xtl .tZ 'XY .8 1 1 25 I 11 8/8' MAX. I 1 33" II D.L OP0. 37 5 /8" D.L OP0. 35 5 /8 MAX. LEAF WID APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LTTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDMON FOR THE HIGH VELOCITY HURRICANE ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A 33% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD - ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 144 1/ SERIES 'LA FRANCAIS' ALUM FRENCH DOOR W/ SIDELITES THIS PRODUCT IS NOT RATED FOR IMPACT. MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUII ARE REQUIRED. • • • •• •• •• • • • • • • • • • • • • • ••• TYPICAL ELEVATIONS • • • ••• • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • ••• • • • • • • • • • •H • • FJU • • • • • • • • ••• • • •• ••• CE • O • • • ••• • =ELITE DOOR GLAZING DETAIL GLASS COMPUES WITH ASTM E1300 -98 m •• a de MAX. TYP. 9 LL CORNERS : • 0 / \ FRAME WIDTH 12' Y 3 1 1 25 5/8" MAX. 0 0 / / D.L OPD. 35 5/8" MAX. LEAF MYTH 12" MAX. CAI= DR. HIAUYOUN AROOp STRUCTURES FLA. PE If 18557 CAN. WO zo ff o8 8 n U 8 o 1 t o - '• bNZ0 1 8 M 8 8 3 1 drawing no. W97 -18 (sheet 1 of 8 ) • • ••. • • • .•. • •• • • • • .. • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • WITHOUT SIDRUTXS D CAPACITY - PSF DOOR HI 0008 WIDTH 3/18' TEMP. GLASS Fr./II r./CN. EXr. ( +) OT. ( -) 8/E 5/0 000 70.0 100.9 6/0 Ono 70.0 84.0 2 / 6 00 7/f 5/0 000 70.0 98 0 6/0 000 70.0 80.0 6�1 5/0 (XX) 70.0 84.0 8/0 OCX) 70.0 70.0 OVERALL DOOR DIMENSIONS: 2/6 (X) 3/0 (X) 5/0 020 31 - 1/2' 37 -1 /Y NOMINAL HEIGHT FRAME HEIGHT 8/8 79 -3/4' 7/0 83 - 3/4' 8/0 95 -3/4' STATIONARY PANEL (0) OR 00099 WITH SIDE IPES DESIGN LOA1 CAPACITY - PSP • • FRAME HEIGHT DOOR WIDTH 1/4'•'16!6'. lL6 Fr./IN. Fr./IN. E'S tar. ( +j INr. j • 30 • 70.0 • 100.9 z/s 00 • • • 38 • • • 70.8' • 15888 5/0 (x 0 42 70.0 94.7 48 70.0 89.2 54 • • 9 70.0 • 151/0 6/8 _ .: J • • • • 3/ (X) :• 6/0 .70.0 • 40.0. 70.0 83.3 70.0 79.6 70.0 98.0 2/8 ()Q 70.0 91.6 5/0 000 70.0 85.2 70.0 80.1 7/0 70.0 76.1 70.0 80.0 3/0 70.0 80.0 6/0 (> ) 70.0 79.2 70.0 74.8 70.0 71.3 30 70.0 73.7 2/8 (X) 38 87.6 67.8 5/0 0 42 82.8 82.8 8/0 48 58.9 58.9 30 87.6 67.6 3/0 (X) 38 62.5 62.5 6/0 000 DOORS 42 58.4 58.4 48 55.0 55.0 SDEUTE WIDTH SDEUTE WIDTH DOOR WIDTH (X) iGLbSS GAT'ACITIES ON THIS SHEET ARE IBASED ASTM E1300 -98 (60 SEC. WIND) •• •• • •• • • •• •• a DOOR W. SIDELITE W. A =MUTE W, DOOR W. _ ,SIDEUTE W. drawing no. W97 -18 (sheet 2 o 8 DESIGN 2 2/6 00 • 8/0 OCX) 70.0 70.0 OVERALL DOOR DIMENSIONS: 2/6 (X) 3/0 (X) 5/0 020 31 - 1/2' 37 -1 /Y NOMINAL HEIGHT FRAME HEIGHT 8/8 79 -3/4' 7/0 83 - 3/4' 8/0 95 -3/4' STATIONARY PANEL (0) OR 00099 WITH SIDE IPES DESIGN LOA1 CAPACITY - PSP • • FRAME HEIGHT DOOR WIDTH 1/4'•'16!6'. lL6 Fr./IN. Fr./IN. E'S tar. ( +j INr. j • 30 • 70.0 • 100.9 z/s 00 • • • 38 • • • 70.8' • 15888 5/0 (x 0 42 70.0 94.7 48 70.0 89.2 54 • • 9 70.0 • 151/0 6/8 _ .: J • • • • 3/ (X) :• 6/0 .70.0 • 40.0. 70.0 83.3 70.0 79.6 70.0 98.0 2/8 ()Q 70.0 91.6 5/0 000 70.0 85.2 70.0 80.1 7/0 70.0 76.1 70.0 80.0 3/0 70.0 80.0 6/0 (> ) 70.0 79.2 70.0 74.8 70.0 71.3 30 70.0 73.7 2/8 (X) 38 87.6 67.8 5/0 0 42 82.8 82.8 8/0 48 58.9 58.9 30 87.6 67.6 3/0 (X) 38 62.5 62.5 6/0 000 DOORS 42 58.4 58.4 48 55.0 55.0 SDEUTE WIDTH SDEUTE WIDTH DOOR WIDTH (X) iGLbSS GAT'ACITIES ON THIS SHEET ARE IBASED ASTM E1300 -98 (60 SEC. WIND) •• •• • •• • • •• •• a DOOR W. SIDELITE W. A =MUTE W, DOOR W. _ ,SIDEUTE W. drawing no. W97 -18 (sheet 2 o 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING a TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS •1BY •MDOD SUCK 81 3 a Ili a • • •• •• • • • • • • • • • METAL STRUCTURES (STED.. OR ALUM. 1/8" MIN. 1HICK) • • ALUMINUM : et TS SIN.. • • • • • • • • • • • • • • TYPICAL ANOMORS • • • • ESE ELEV. iGD SPARING• OPFRAALE UNITS ••• • • • • ••• • • • • • ••• • • • • • inimAL 'ANCHORS SEE ELEV. FOR SPACING •• • •• • • • • • • • • • INTERCHANGEABLE RAT. NOSE DESIGNS ••• • • • • ••• TYPICAL ANCHORS • • SEE ELEV. FOR SPACING • • • • • • • • • • • • • • • TYPICAL ANCH SEE ELEV. FOR SPACING WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4 TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 - 1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 514 SMS OR 1/4° TFKS SELF DRIII NG SCREW$ INTO METAL STRUCTURES (1 /8° MIN. THICKNESS) (1/4 MAX. SHIM SPACE) SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. MGD11CF REVISED • us sotsplyhm with the Florida BalOng Aseeplance Code No • - �:... �p3 drawing no. W97 -18 (sheet 3 o 8 • .. • • • • • • ••• • • • •• . • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• 1/4 MAX..•. SHIM •. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX SHIM SPACE SIDELITE PANEL YADTH 1/4 MAX SHIM SPACE EXTERIOR FRAME TAM EXTERIOR 0.1.. OPG. LEAF WIDTH FLUSH =OLT ••• VO • • • • • • • • • • ••• ••• ••___ OPTIONAL 3 POINT LOCK MECHANISM TYPICAL ANCHORS SEE aEv. FOR SPACING INTERCHANGE/9 E STILE DESIGNS drawing no. W97 -18 • • ••• • • • • •• •. . • • • • .. • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • •.• • • • • ••• 01 SIDELITE HEAD /SILL/JAMB a ALT. SIDELITE HEAD /SILL/JAMB Ds TOP /BOTTOM RAIL 3.750 4.250 3.750 ® ALT. TOP /BOTTOM RAIL ® ALT. SIDELITE JAMB © WEATHERSTRIP ADAPTER .250 to PRESSURE PLATE FRAME SILL ® DOOR HEIfik/J • • • • AL'. •DOOR HEAD •• • • • • • ••• •• Q GLAZING STOP • 0 ALT. GLAZING STOP 4.094 .070 TYP. F� - 4.190 1.834 4.157 4-.078 TYP. 4.248 © HINGE STILE ® ALT. HINGE STILE 1.812 1.834 4.882 I 8 , 2.128 4.911 1.812 .070 TYP. .078 TYP. 4.157 I 4.157 2.108 07 LOCK STILE /KEEPER STILE 0 ALT. LOCK STILE /KEEPER STILE Slip: DR. HUITATIXIN FAR000 STRUCTURES FLA. CAt • HINGES 5 0 P z m 0 o C ' iy J G a 8 a UE It z a 8 r 1 Aga drawing no. W97 -18 (sheet 5 of 8 ) ITEM # PART # QUANTITY DESCRIPTION - MATERIAL MANY. /SUPPLIER/REMARKS • 1 YE•809B • 1 • SIOjUTE FRAME HEAD /SILL/JAMB 6083 -TB - :A • n-809 • .• .1 4 : a , Atli. IIDELTTE FRAME HEAD /SILL/JAMB 6063 -T8 - • 2 TSL832 • 1 • • Ob0R HEAD /JAM 60063 -TB - • /VA a•'E04 • • • 1 • . • ♦ •FRAME • ALT. DOOR FRAME HEAD 6063 -T6 - 26 YE -811 1 ALT. DOOR FRAME JAMB 8063 -18 - 3 YE -810 1 DOOR FRAME SILL 6063 -T6 - .4 • YEy8088. • AS•RjQp. .$IpEIJTE JAMB EQ63 -16 - :4i . IE -t08 • • D. • • 2/0LEAF • ALT. SIDELTTE JAMB 1+9P AND BOTTOM RAIL 6063-T6 6083 -T6 - - i ••5 N5 • •E -•01 • ; 719801E1 w 2, I • OTT. TOP AND BOTTOM RAIL 6083 -T5 - 6 YE -803 1/ LEAF HINGE STILE 6083 -78 - 6A YE-803B 1/ LEAF ALT. HINGE STILE 6083 -15 - 7 YE -802 1/ LEAF LOCK STILE 6083 -T6 - 7A YE -8028 1/ LEAF ALT. LOCK STILE 6063 -T5 - 8 YE -806 2/ LEAF WEATHERSTRIP ADAPTER 60063 -18 - 9 YE-807 AS REQD. GLAZING STOP 6063 -16 - 9A YE -8078 AS REQD. ALT. GLAZING STOP 6053 -15 - 10 YE -805 4/ PANEL PRESSURE PLATE 6063-T6 - 11 YE -816 AS RECD. COVER PLATE 6083 -T6 - 12 - - - - - 13 YH -6221 AS REQD. WEDGE GASKET - TEAM PLASTIC 14 Y11-622 AS REQD. BULB WEATHERSTRIPPING (.198 X .260) VINYL TEAM PLASTIC 15 YH -625 AS REQD. GLAZING TAPE (3/8" X 1/8") - VG100 BY VENTURE TAPE 16 YE -802 AS REQD. FIN SEAL WSTRIPPTNG (.187 X .260) - ULTRAFAB 17 - - - - - 18 #10 X 1' AS REQD. FRAME ASSY. SCREWS - PAN HEAD SMS 19 YH -BOO AS REQD. HINGE ALUMINUM Sr. STEEL PIN 20 YH -618 - 3 POINT LOCK MECHANISM (OPTIONAL) - - HINGE OPTIONS; BY YALE OGRGN' ALUM HINGES 7 -1/Y LONG 2 PER PANEL AT 6-3/4" FROM TOP AND 9-3/4" FROM BOTTOM 3 PART HINGE NO. 658 - STANDARD OR 2 PART HINGE NO. 650 - OPTIONAL LOCKS; A) INACTIVE LBAE CONCEALED) PLUSH BOLT$; BY DELTA INDUSTRIES' MANUALLY OPERATED, LEVER LOCATED AT 11-1/2" FROM BOTTOM AND 17 -1/2' FROM TOP B) .ACTIVE LEAF; 1) CONVENTIONAL DOOR KNOB LOCKSET AT 38 -1/2 FROM BOTTOM LOCKSET CAN BE HARLOC .11=113 OR WESTLOCK .1.9_411E1 2) KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 43 -1/2' FROM BOTTOM LOCK CAN BE HARLOC 870XUSI OR WE5TL0OC K 1097 3) CUSTOM MECHANISM BY YALE OGRON NO YH -51B THROW BOLTS CONNECTED TO HARLOCK LOCKSET OPERATED BY KEY OR THUMB TURN AND 090AG1NG FRAME AT HEAD AND SILL. 4) CONCEALED FLUSH BOLTS, MANUALLY OPERATED LEVER MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 17 -1/2' FROM TOP AND 11-1/2" FR0M BOTTOM OPTION 1 AND 2 ARE REQUIRED ON ALL ACTIVE LEAFS FOR TOP AND BOTTOM BOLTS USE OPTXN 3 OR 4 KEYED THROW BOLTS BY HARLOC OR WESILOCK TO BE OF STEEL CASING WITH MULTI PART STEEL BOLTS FLUSH BOLTS BODY AND LEVER TO BE OF ZAMAK CASTING %7TH .206 DIA. STEEL EXTENSION ROD AND 1/2' DIA. NYLON TIP. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. • • .•• • • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 0 ••• • • • • ••• • •• • • • • • • • •• .• Fsgn OR.' HUMAYOUN FAR000 FLA PE C 3838 • z Zg Oc. a8 W oce rY N U- a O a n aA EgAh . R n U • c 1 9 drawing no. W97 -18 sheet 6 of B • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • •• FRAME LOWER CORNER 1 FRAMF UPPER CORNER • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• .•• ••• • • { • • • • • • • ••• •• • { ( 4)#1oxl PH SMS • • • • • •• • • • • • ••• •• DOOR LEAF CORNER 3/r DIA. STEEL THREADED ROD FULL LENGTH l PRESSURE PLATE 2 —l/2 LONG AT EACH END Enw: DDTT1�� HUMAYOUN PAR000 STRUCTURES # I y CAN. PRODUCT REVISED O complying with the Florida JUL N*._ •_[ - Date , I 0 ). 'Y hadrtCtm•d drawing no. W97 -18 (shoat 7 o 8 FRAME HEAD IS DRILLED TO INSERT FLUSHBOLT PLUG ALLOWING THE FLUSHBOLT TO PENETRATE INTO IT VINYL FLUSHBOLT PING COVER PLATE NINTH DOUBLE WEATHERSTRIP VINYL FLUSHBOLT GUIDE ATTACHED TO FRAME STILES AT TOP (SHOWN) AND BOTTOM. #10-24 POINT B UNDERCUT. FH. 615 TOP FLUSHBOLT ASSEMBLY #10-24 POINT B UNDERCUT. P11. MS NNW- FLUSHBOLT GUIDE ATTACHED TO FRAME STILES AT BOTTOM (SiOWLT AND TM COVER PLATE WITH DOUBLE ROW RN SEAL WEARIERSRCP NNW FLUSHBOLT PLUG FRAME DLL N DRILLED TO INSERT FWSHBOLT PLUG ALLOWING THE FLUSHBOLT TO PENETRATE INTO IT BOTTOM FLUSHBOLT ASSEMBLY STANDARD FLUSH BOLT GUIDE • • .•• • • • ••• •• •• • • • •• •. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •• • • • 41' •iT • • COVER PLATE WITH mums ROW FIN SEAL WEA 2 LONG ALUM. FLUSHBOLT GUIDE ATTACHED TO FRAME STILES AT AND BOTTM El (Z UI D POINT ERCUT. FN. TOP FLUSHBOLT ASSEMBLY (2) 570-24 POINT CUT FH. M S STAINLESS 5TEE1. FLUSHBOLT ADJUSTING PLATE WITH (2) —24 a 7/2• RI. UNDERCUT WS. BOTTOM FLUSHBOLT ASSEMBLY OPTIONAL FLUSH BOLT GUIDE AND ADJUSTMENT PLATE PRODUCT REVISED cainplyhig wit the Florida Dublin Code Amputee No Expkagos 2 LONG ALUM. FLUSHBOLT GUIDE. ATTACHED TO FRAME STILES AT TOP BOTTOM (SH0TN) COVER PLATE VAIN �. (TOUSLE ROW FIN SEAL WEATHERSTRIP z MIAM1•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) AWP, LLC. 8130 NW 74 Avenue Medley, FL 33166 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1400 Aluminum Casement Window — N.I. APPROVAL DOCUMENT: Drawing No. W02 -107, titled "Series 1400 Aluminum'Cas'eident Window .' (N.I.) ", sheets 1 through 7 of 7, dated 10/30/02 with revision "B" dated 01/02/08, prepared by A1- Faroocp . • Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade Cenlity•Product Control • • Revision stamp with the Notice of Acceptance number and expiration date by the Miaptialhop County •: • • • Product Control Division. •••• MISSILE IMPACT RATING: None • • LIMITATION: Miami -Dade County approved shutters are required. • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name oflogo, city, staf led following statement: "Miami -Dade County Product Control Approved ", unless others n shed herein • RENEWAL of this NOA shall be considered after a renewal application has been filed and there Ha' 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 tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1229.04 and consists of this page 1 and evidence pages E -1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI•DADE COUNTY APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 372 -6339 www.miamidade.eov/buiidingcode • • NOA No. 08-0204.01 Expiration Date: January 23, 2013 Approval Date: March 13, 2008 Page 1 AWP. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W02 -107, titled "Series 1400 Aluminum Casement Window (N.I.) ", Sheets 1 through 7 of 7, dated 10/30/02 with revision "B" dated 01/02/08, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3264 dated 02/11/02, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA# 06-1229.04) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 Along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3265 dated 02/15/02, signed and sealed by Luis Antonio Figueredo, P.E. • • (Submitted under NOA# 06- 1229.04) • • •• • •• C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying Kith FBC.2004 • • prepared by Al- Farooq Corporation, dated 10/28/06, signed and sealer fiy Humayoun Farooq, P.E. • • • • • • • Complies with ASTM E1300 -02 " • • :'. • • D. QUALITY ASSURANCE • • 1. Miami Dade Building Code Compliance Office (BCCO). ' • • •• • E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated October 28, 2006, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 28, 2006, signed and sealed by Humayoun Farooq, P.E. E -1 Jaime D. Gaston. P.E. Chief, Product Control Division NOA No. 08 -0204.01 Expiration Date: January 23, 2013 Approval Date: March 13, 2008 • • • AWP. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (Continued) 3. Statement letter of alternate framing system, dated January 16, 2008, signed and sealed by Humayoun Farooq, P.E. OTHER 1. Notice of Acceptance No. 06- 1229.04, issued to Yale Ogron Windows & Doors for their Series "1400" Aluminum Casement Window, approved on 02/22/07 and expiring on 01/23/08. E -2 • • • • .. .. • . . . • • • • .. • • • .. .. • .... ▪ • • • .. • • • • • • .. .. • . • • .. • • • • .... • • • • .... • • • .. • .. • • • • • • Jaime D. Gascan. P.E. Chief, Product Control Division NOA No. 08- 0204.01 Expiration Date: January 23, 2013 Approval Date: March 13, 2008 SERIES -1400 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT 14AS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HNaZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS To THE STRUCTURE. ANCHORS SHALL BE AS USIED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT 10 BASE MATERIAL SRNLL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE N ALLOWABLE STRESS IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. WTERYILS INCLUDING BUT NOT LIMBED TO STUL/YET SCREWS. THAT COME MO CONTACT WITH OTHER DISSIMILAR MATERIALS SWILL MEET THE REQUIREM OS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. WINDOW WIDTH SINGLE VENT WOW • • •• • • •• • • • • • • • • • • ••• ••• ••• 6' MAX. TYP. • GLAZING DETAIL • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• HEAD /SILL CORNERS •• • • • •• • • • - —• • • • • • • • • • ••7 • / h/ I I gg © , •i � %� �L 1 • \ i1 • • 1/4• i1 s /16' �d .� ANCHORS • • • • WEA OF 4 ( • ( AT & SILL • • • • Se CIOIRTT EACH • • • • • Foe CAPACITIES ••• • • 11 I/4' 2 1/2 • • • v 31 7/8' MAX. Dl OPG. 38 3/4' MAX. VENT WIDTH O d ly l . 78' MAX. WINDOW WIDTH __ /1, / DUAL VFNT WOW WINDOWS UPTO 36' HT. REQUIRE 1 LATCH ONLY 12 3/4' MAX. HEAD /SILL BUR HINGES OPTIONAL WINDOWS UPTO 38-3/13 NTS. REQUIRE 2 HINGES ONLY WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVH2 AREA REQUIRES THE USE OF APPROVED SHUB11:Na OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE 1P/H2 AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. Engel OR. HUMMOUN // FAR000 STRUCTURES FLA. PE OAK M--p WAN 248 PP.OLYICTREVISED cs complying will) Ib Florida Building Coda A .ca) O ILr]£ ( Division Product Crawl 7 S. 0 t gni! o 4Neg J as I 0 c cc I drawing no. W02 -107 (sheet 1 of 7 DREGS LOAD CAPACITY - PIY FOR (II) 81258 CLD9705 OF 1/4' ANCHORS AT IMPOST LOCATION CLUSTER OF 5/16' ANCHORS AT IMPOST LOCATION < 1 1i, i ,- 5/18' ANN. MASS 3/16' me. GLASS 3 /19' TEMP. GLASS LXT(+) 1NT.( -) OI.( +) 16.( -) EXL( +) 1M.( -) . 60.0 1258 60.0 210.0 60.0 210.0 60.0 125.0 60.0 190.4 60.0 190.4 60.0 125.0 60.0 149.9 60.0 149.8 600 125.0 60.0 132.6 60.0 132.9 80.0 110.2 80.0 95.2 608 95.2 60.0 107.3 60.0 92.7 60.0 92.7 26-1/2 3r 48' 53 -1/8' 74' 76' 39 -3/6' (4) 60.0 125.0 900 210.0 60.0 210.0 60.0 125.0 60.0 172.0 60.0 172.0 50.0 113.1 60.0 132.6 60.0 132.6 660 104.0 60.0 119.8 60.0 119.8 90.0 74.7 60.0 88.0 60.0 98.0 00.0 72.7 60.0 83.7 80.0 83.7 29 -I/2' 37' 49' 53 -1/8' 74' 78' 50 -5/8' (5) 60.0 1250 60.0 182.0 60.0 210.0 608 113.2 60.0 130.4 60.0 157.2 60.0 67.3 60.0 1003 60.0 121.1 90.0 78.9 80.0 90.8 60.0 125.5 X X 60.0 65.2 60.0 78.6 X X 60.0 63.5 60.0 768 28 -1/2' 3r 48' 53 -1/9' 74' 76 63- (9) 60.0 121.3 60.0 1483 60.0 196.9 90.0 883 60.0 104.8 60.0 141.0 60.0 68.7 60.0 80.9 60.0 1087 X X 988 73.0 60.0 96.2 X X 51.3 51.3 60.0 70.5 5 X 50.7 50.7 908 66.6 28 -1/2' 37' 48' 53 -1/8' 74' 76' 74 -1/4' (7) 60.0 73.7 60.0 124.1 90.0 158.6 53.4 53.4 60.0 88.9 60.0 1148 X X 60.0 663 80.0 698 X X 60.0 61.9 60.0 81.7 X X 40.7 40.7 59.8 59.8 X X 39.9 39.9 58.2 581 28-1/2 3? 48' 53 -1 /6. 74' 76' 76' 60.0 687 60.0 121.3 60.0 149.1 498 498 60.0 68.9 60.0 109.0 X X 60.0 68.9 60.0 84.6 (7) X X 608 685 60.0 77.1 X X 39.4 39.4 58.1 58.1 X X 38.8 38.8 58.9 568 DEMON LOAD CAPACITY - P57 FOR (X ) S® WINDOW 0155. WIDTH 19 -1/9' 28 -1/2' 3r 19 -1/6' 26 -1/2' 3P 19 -1/8' 39 -1/2' 37 19 -1/8' 28 -1/2 3r 16 -1/6' 28-1/2 37' 19 -1/6' 28-1/2 37' HECHT 29' (3) 38 -3/8' (4) 50 -5/6' (5) 89' (8) 74 -1/4' ( 76' (7) 3/16 ANN. MASS EXT.( +) 80.0 80.0 600 90.0 60.0 60.0 96.0 69 0 80.0 53.1 49.5 114r.( -) 123.0 123.0 1133 1238 107.4 78.9 112.8 81.4 87.8 53.1 49.5 3/16' TEMP. GUM oG { +) 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 608 80.0 60.0 60.0 010 608 60.0 60.0 60.0 INI.( -) 184.2 1329 125.9 168.4 120.1 69.0 157.7 113.8 81.5 148.7 1058 753 119.2 678 64.3 112.0 82.7 62.2 () - N0. OF ANCHORS PER .19619 () - N0. OF ANCHORS PER JA43 WINDOW W. x 2 APPROVED CONFIGURATIONS WINDOW WIDTH xx • • ••• • • • ••• .. •. • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ... • • • • •.• OR 1/4' ANCHORS INTO PRECAST SI1L • THESE ANCHORS NAY BE We rfre, MINC ®Ce O•.1.7ma,E WARING• • • • AS SHOWMEN SHEET 3 OF • • • • • • • • • • • • • • • • •• ••• ••• ••• • g• • •• • • • •• ••• •• • x y • • • a • • • �• • • • • • • ••• •• o O 0 m 0 • • • • • • • NOTE: GLASS CAPAC(IES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 0.0 D HUMAYOUN P63000 STRUCTURES RA. PE 1 16557 CAN. �8 PRODUCT REVISED 60 lour.olyarg MrD dm Florida A No OD - 0 Z Dives hob= Cowin, .0 Z 4 8 1_ o . 5 • � W drow,ng no. 02 -107 (Sheet 2 of 7 ) LOCATION OF ANCHOR CLUSTER AT IMPOST AT IIX WINDOWS ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING /7 2 1/2" F.H. SMS 2 PER HINGE IBY W000 BUCK TYPICAL ANCHORS SEE ELEVS. FOR SPACING • �TION o ANCHOR CLUSTER AT IMPOST AT IOC WINDOWS ONLY 1 4 • ••. • • • ••• • •. • • • • •• •• • • • • • • • • • • • • • • • . • • • • • • • • • • • • • .. • • • • • • . .. • • • •• • • •• • • • • METAL• • • MU/TORE • ••• ••• 114' TAPCDNS ALUMINUM SHEAR cup 6• LONG AT ANCHOR LOCATION • • • • • ••. • . • • • • • • • • • • • • • • • • • • • • • N_• •II' .. • „ .. 112 SINS TYPICAL ANCHORS SEE ELEV. FOR SPACING • WOOD BUCKS AND METAL STRUCTURE NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE QEV. FoR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8” MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SINS OR SELF DRIWNG SCRENIS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 617 SMS OR SELF DRILLING SCREW INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901 (NO SHIM SPACE) TYPIC.AI FDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -3/4" MIN. INTO WOOD STRUCTURE = AS SHOWN INTO METAL STRUCTURE = 1/2" MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYUC SEALANT. 5 /16" TAPCON$ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY Coy: OR. HUMAYOuN FARa00 MIXTURES CA 'M- 342008 PRODUCT REVISED m complying with the Honda Building A Noa8 -02o4.0 � a TTY_• g Miami • - . Product Cm4d Division 4 k droning no. W02-107 (sheet 3ol 7 • • ••• • • • ••• •• •• • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• ver.=ci 011 1/4' SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING I S X t /2' SYS PER ANGLE EXTERIOR ELL. OPG. VENT %TOTH 1MINOOW MOTH SINGLE VENT WINDOWS DUAL VENT WINDOWS I/4' MAx. SHIM •• • • • •• ••• •• • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• •.• •.• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING MWE -SCE COUNTY • • APPRJ MULLION • • SEE SEPAR•TE NCA • •• • • • • • ••• •• 1/4' MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING JAN 2 4 2088 (sheet 4ot 7 ) • • ••• • • • .•• •• •• • • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••. • • • • ••• e' 4 PER HUGE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 SHIP NOTE TYPICAL ANCHORS CONSIDER ADDED LEG SEE ELEV. FOR SPACING IN UEU OF SHEAR CUP • • • • •• • • • • • • • • • • • • • •• 1•• 18 4 1/2* 91s ANGLE EXTERIOR D.L. OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM PAST / 00ANITTY DF RIPXON • MATERIAL YARD. /80PPUBR/BEMARXB 1 -14111 , 4 • • 4f4 a 4 :VENT 4 FRAM* • • • • • ALT. FRA9 • • • • • • • • • • • ♦ T . ' l * • • 8083 -T8 8083-T6 8083-T8 8083 -T8 - - - - IA •1E -1421 2 VEE -1402 2A ,k-14:10 ) 4 • •4 3 YE -1404 1 CENTER POST 8083 -T8 - 3A YE -1424 1 ALT. CENTER POST 8083 -T8 - 4 YE -1403 AS 8E00. CLAM BEAD 8083 -T8 - 5 M IW* •ASIROED.• -- i, ". a, _t a •: Y �. - - - 6 ri4! •44 Kips NEKVEKBIKNIVIV9 8 VINYL ULTRAFAB 84 F1014 •AS•E0L* EIBLBMAITTHETb4MPPING • VINYL ULTRAFAB 7 re :AS •17-{F SEAT O • • • DOUBLE LEAF WEATHERSTRIPPING VINYL VINYL SULLIVAN & SULLNAN ULTRAFAB 7A E701 AS REOD. 8 31858/31882 2/ VENT 2 BAR HINGE. AT TOP AND 801104 STEEL TRUTH 84 YH -850 3/ VENT BUTT HINGES (ALT. TO BAR HINGES) - ATTACHED W/ (B) /10 X 1/2 FH SCREWS 8 45200 2/ VENT FACE MOUNT LOCK 91EEEl TRUTH. AT 18' FROM 901. • 17' FROM TOP 10 31378 2/ VENT LOCH KEEPER. AT FRAME JA4B FACING LOCK STEEI. YALE. AT 18' FROM DOT. • 17 FROM TOP 11 45251 1/ VENT ROTO OPERATOR STEEL TRUTH. AT 8' FROM ENDS 12 711-1411 1/ CORNER FRAME CORNER KEY - YALE we X 2' X 1 /8' X 2' LONG) 13 YH -1408 1/ CORNER VENT CORNER KLY - DECO 1.124 - 1.152 510 aBz 1.315 1.124 - 1.152 5.587 4.859 2.159 ALT. IMPOST 4.484 4.884 SHEAR CLIP ALUMINUM (8063 -Ts OR 3003 -H14) BUTT HINGE drawing no. W02 -107 1 .877 1.800 1.327 2.884 FRAME .5 2.139 .280 .942 1.800 2.984 1.327 - - 1.295 ALT. FRAME .5 2.381 • • ••• • • • ••• •••• • • •••••• • • • • • • • • • • • • • • •S• • • • • • • • • • • • • • ••• • • • • .•• PRODUCE REVISED avwm;AYing with lhsFlida BallLas Code Amon= No O % -OZ Expllation DatO rt7 8 I 4 M § $ ; d.1 . zr 8 WA el a 2 • • ••. • • • ••• •• •• • • • •. •• • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • IMPOST COPING • . • •' • • •• •• •• ••• • Inspection Number: INSP- 117921 Permit Number: WS- 12- O8.2155 Scheduled Inspection Date: June 30, 2009 Inspector: Bruhn, Norman Owner: MARTIN, ROBERTO Job Address: 6 NW 107 Street Miami Shores, FL 33168 -4307 Project: <NONE> Contractor: HOME OWNER Building Department Comments CHANGE WINDOWS, DOORS AND INSTALL PANELS SHUTTERS (7 WINDOWS, 2 DOORS, 12 SHUTTERS) Passed %;if Failed Correction Needed Re- Inspection Fee I�...e 110 9AAfl No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Inspector Comments CREATED AS REINSPECTION FOR INSP- 114945. CREATED AS REINSPECTION FOR INSP- 102257. Fastener are too small and some are missing. 1/4" tapcons are required. NB 5 -21 -09 Same Comments NB For Inspections please call: (305)762 -4949 Phone Number Parcel Number 1121360070010 7 A Scheduled Inspection Date: June 25, 2009 Inspector: Bruhn, Norman Owner: MARTIN, ROBERTO Job Address: 6 NW 107 Street Miami Shores, FL 33168 -4307 Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 114945 Permit Number: WS -12 -08 -2155 1 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360070010 Passed Failed R Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 102257. Fastener are too small and . 1/4" tapcons are required. NB 5 -21 -09 Ja aoll [Inspection Number: INSP- 102257 Permit Number: WS -12 -08 -2155 1 Scheduled Inspection Date: May 21, 2009 Inspector: Bruhn, Norman Owner: MARTIN, ROBERTO Job Address: 6 NW 107 Street Miami Shores, FL 33168 -4307 Project <NONE> Contractor: HOME OWNER Building Department Comments Passed Failed � Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments rite ,4 „,tad a to/tar.- l eo ,f►.c/ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360070010 Scheduled Inspection Date: February 23, 2009 Inspector: Bruhn, Norman Owner: MARTIN, ROBERTO Job Address: 6 NW 107 Street Project: <NONE> Miami Shores, FL 33168 -4307 Contractor: HOME OWNER Building Department Comments February 20, 2009 Inspection Worksheet Miami Shores Village 10050 NE. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Shutter Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360070010 Passed y/,a ?� i ll o� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 102255. cc All shutters must be down for inspection Page 13 of 26 4 ►are Scheduled Inspection Date: February 17, 2009 Inspector: Bruhn, Norman Owner: MARTIN, ROBERTO Job Address: 6 NW 107 Street Miami Shores, FL 33168 -4307 Project: <NONE> Contractor: HOME OWNER Building Department Comments February 13, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Shutter Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360070010 Passed Failed Correction Needed Re- Inspection Fee No Additional inspections can be scheduled until re- inspection fee is paid. Inspector Comments cc A/7 ffe-c-s e)". Page 3 of 22 ...................... Scheduled Inspection Date: February 17, 2009 Inspector: Bruhn, Norman Owner: MARTIN, ROBERTO Job Address: 6 NW 107 Street Project: <NONE> Miami Shores, FL 33168 -4307 Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows/Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360070010 Passed air4cD-00/ Failed Correction Needed Re- Inspection Fee February 13, 2009 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CC^ Page 4 of 22 1y ba`To • BUILDING PERMIT APPLICATION FBC 2004 Contractor's Company Name )( " •► ..4 Value of Work For this Permit $ „Ve Submittal Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: 3 756.8972 Permit Fee $ Permit No. PIS- /2 -O j /t r ter Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) �� I' -' " 'hone # 76PC - VC< 6.1/7 Owner's Address X/14. /D 7 tS T • City /Awl,' S state Zip 33/4( Tenant/Lessee Name Phone # 2d - 114 ‘ Job Address (where the work is being done) ei /Vi'0 /0 7 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Type of Work: ❑Addi ; • n ❑Alteration ■ New ❑ epair/Replace ❑ Demolition Describe Work: D Ala f1 dot,. 74 .Sf getx rin 5, tit ***** **** ** ** ******* ** *** *** * ** ** * ** F ee s**** ********* * ** * * * *** * * *** * * * *** * ** * * * *** CO /CC CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 1. Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 3 Y,, See Reverse side -* 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 an ensppection fee will be charged. who is pers Signa Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 3 The foregoing instrument was acknowledged before me this day of r�J ,20ol y , by ' MI ,% $� , day of , 20_,by me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) "1��` 6 09 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning Pteturn to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 IBili To 1 ROBERTO MARTIN 6 107 Street MIAMI SHORES, FL 33168- Date 02/06/2009 02/06/2009 Friday, February 6, 2009 Fee Name Scanning Fee Revision Fee Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: WS -2 -09 -33873 Invoice Date: February 06, 2009 Permit Number: WS -12 -08 -2155 Bond Number: Comments: Foerrtt ndow hu' ►Dot)i Fee Type Calculated Calculated Total Fees Due: Fee Amount $3.00 $35.00 $38.00 Payments Date Pay Type 02/06/2009 Check Check Number Amount Paid Change 1118 $38.00 $0.00 I Total Paid: $38.00 l Total Due: $0.00 II