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WS-15-2298 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243179 Permit Number: WS-9-15-2298 Scheduled Inspection Date: September 15, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: AGUIRRE, DIEGO Work Classification: Window/Door Replacement Job Address:254 NW 92 Street Miami Shores, FL Phone Number Parcel Number 1131010331260 Project: <NONE> Contractor: HOME OWNER Building Department Comments RENEWAL OF EXPIRED PERMIT WS07-111 Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed cfP_ k Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 14, 2015 For Inspections please call: (305)762-4949 Page 39 of 56 ;PerMit NO. W 4-46,220, `c�t10RES`fit Miami Shores Village .. Permit Tyoe:1 '111tfSi'tuttsrs e`* r 10050 N.E.2nd Avenue NW �T W� trrk Df�s �5cafrort: ndowf©tar Rep 1it�m:; Miami Shores,FL 33138 0000re. P rrr:it St tul PPR VED,, , V4E- 0� Phone: (305)795-2204 LOR�oP Expiration: 03/12/2016 Tssup Crate:9f�4f2€?� =:, p Project Address Parcel Number Applicant 254 NW 92 Street 1131010331260 Miami Shores, FL Block: Lot: DIEGO AGUIRRE Owner Information Address Phone Cell DIEGO AGUIRRE 254 NW 92 Street MIAMI SHORES FL 33138- . . 254 NW 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 HOME OWNER Total Sq Feet: 00 W - Type of Work:RENEWAL OF EXPIRED PERMIT WS07-111 Available Inspections: No of Openings: 11 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-9-15-57030 DBPR Fee $3.15 09/14/2015 Cash $230.10 $0.00 DCA Fee $3.15 Education Surcharge $0.60 Permit Fee $210.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $230.10 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. Futhermor , I authorize the above-named contractor to do the work stated. September 14, 2015 rized S' atur .O ner / Applicant / Contractor / Agent ate Building Department Copy September 14,2015 1 �ej Miami Shores Village r5 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 F3Y: F Tel: (305)795-2204 Fax: (305)756-8972 �+ INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. �� -� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION IEWAL [—]PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Q 11 CONTRACTOR DRAWINGS JOB ADDRESS: A,54 Q V J 1 Z ,� 1 � "�Ckyvvpt `� 'V_oV e T_). 3 D City: Miami Shores County: A,-J- e- Miami Dade Zip: 313 i S Folio/Parcel#: [ 3 1 D r o 3 3 Z 6p Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): L ( e U V, f �- Phone#: 3 L-V 6 -- L2_ 23 Address: '-1-Z "S City: ► Y`� win V�e-t_a - State: ( Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �OVY\.e— �lt� t� �YPhone#: Address: as-y kJ W `rp— City: ryVN4LVY\1 S Vt©Y S State: I " Zip: 1 Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Altiieration,� 1 ❑ New ® Repair/Replace ❑ Demolition Description of Work: c LA /r Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ LJ O (Revised02/24/2014) 3 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature If _ Signature O N or T CONTRACTOR The foregoing instru nt was a knowledged before me this The foregoing instrument was acknowledged before me this day of 20�J by day of 20 by %S who is personal ly-known tp who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: , Print: Print: Seal: LEV AVIV SHUDER Seal: Notary Public,State of Florida Cotnmission#EE152972 comm.expires 13,201 ********* ******** **** ******************************************************************* (� t� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �5N0R� Miami Shores Village non, Building Department 10050 N.E.2nd Avenue Rl� Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME:— CO DATE: ADDRESS: Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial} 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. x Initial 1.�a 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial_ 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial— S. nitial5. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial bA 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 1A 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. /� Initial _NA 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.htmi Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: �5y N c.J Z S"T u'Ytia w%� S o V. -+( 3 3 i s v \ Initial —Y� 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this /D� day of,.t�,c ' 20 1S --r By 111:t40 ta-��:r� e who was personally known to me or who has Produced there License as identification. ---� Notary Public State Of Florida • en-- OWN E R ,Q M�PQ�,h�3fo�EE 174190 - w Expires 02/28/2016 N1 All N1raa� r�a+�tae i� raw 9 1 elm UNW60i I WUN s!WvlW •... .. :# llwa3dNQE •••••• ••• • • (` 23 N • td1 • • • /llJr/�jl OCIIj a .: ..q .• •• [ , �,; Owner: Lester Williams • ;••� • •••••• ( C\2�sJob Address: 254 NW 92"d Street, Miami Shores, FI. Q •••••• Q Remove/replace Windows marked: • •• ••• m A - New Age Windows Horizontal Sliding - NOA No. 03-0814.01 M . . 90.00 ••. Shutters existing � soft Mean roof height— 15 ft Fun` i JI LIZ xt� 6Z, C1 C9 L AIX 63 7X50-i � ex" i Print Information: P:\FL1\KA\CADD\Cadd02\Asce\02-541\R6\02-541-JWK.dwg MCantu 01/19/2006 04:02:44pm 01/19/06 16:02 FLORIDA BUILDING COPF X04 DESIGN WIND LOAD 'F* *0* OMPONENTS & CLADDING R ... WALLS ANYVEIRMAL SURFACES BUILDINGS WtEH•A MFAtRdOF.KEPGF+T'_<60 FEET BASIC WIND SPEEb• 146 MP.0 ; . J-ZXPOSURE 'C' - Kd = 0.85 GENERAL NOTES: ••• : : ... :•MMIMUM DESIGN WIND LOADS (PSF) . ... . . . . .. • 1. THESE WIND LOADS ARE FOR USE ON GENERAL RESIDCN L:g : • COMMERCIAL CONSTRUCTION AND ARE NOT APPLICABLE T(i ••• GCpi =-+0.55(See Note 2G) ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. TABULATED DESIGN WIND LOADS ARE BASED ON CHAPTER 6 OF MEAN ROOF POSITIVE NEGATIVE NEGATIVE ASCE 7-02 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. HEIGHT FT. ZONE(4)& 5 ZONE 4 ZONE(5) THE FOLLOWING DESIGN CRITERIA ARE USED: >0-15 61.0 -65.0 -76.8 A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. EXPOSURE CATEGORY, AS NOTED. >15-20 64.9 -69.0 -81.6 C. BASIC WIND SPEED (3 SECOND GUST) AS NOTED. >20-25 68.0 -72.4 -85.5 D. AN IMPORTANCE FACTOR OF 1.0 FOR CATEGORY II STRUCTURES. NOT VALID FOR ASSEMBLY OCCUPANCIES OR >25-30 70.6 -75.2 -88.8 ESSENTIAL FACILITIES. >30-40 75.0 -79.9 -94.4 E. ANY EFFECTIVE WIND AREA IS ACCEPTABLE. F. ANY ROOF SLOPES. >40-50 78.7 -83.7 -98.9 G. ENCLOSURE CLASSIFICATION: >50-60 81.7 -87.0 -102.8 GCPI = 10.55: FOR USE ON ALL BUILDINGS UNLESS THE ENCLOSURE CLASSIFICATION IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER. GC p.I =+018 See Note 2G GCPI = 10.18: FOR USE ON ENCLOSED BUILDINGS" - ( ) ONLY. IMPACT RESISTANCE IS REQUIRED FOR ALL MEAN ROOF POSITIVE NEGATIVE NEGATIVE GLAZED OPENINGS AND THE BUILDING IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING HEI ZON 5) 2 ZONE 5 OFFICIAL, ARCHITECT, OR ENGINEER. >0-15 46.5 -50.4 -62.2 H. DIRECTIONALITY FACTOR, AS NOTED I. TOPOGRAPHIC FACTOR, Kzt = 1.0 FOR FLAT TERRAIN. NOT 1-->77--20 9.4 - -66.1 APPLICABLE FOR HILLY TERRAIN. >20-25 51.8 -56.1 -69.3 3. POSITIVE AND NEGATIVE DESIGN LOADS FOR EXTERIOR WALLS ARE >25-30 53.8 -58.3 -72.0 BASED UPON THE MEAN ROOF HEIGHT OF THE BUILDING OR STRUCTURE. >30-40 57.1 -62.0 -76.5 4. DESIGN LOADS ARE BASED ON THE EXPOSURE NOTED AND ARE >40-50 59.9 -65.0 -80.1 NOT VALID FOR OTHER EXPOSURES. EXPOSURE CATEGORY SHALL >50-60 62.2 -67.5 -83.3 BE AS DETERMINED BY THE BUILDING OFFICIAL OR A SITE SPECIFIC EVALUATION BY AN ARCHITECT OR ENGINEER. 5. LINEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN TABULATED ELEVATIONS. 6. THESE SCHEDULES REPRESENT AN ACCURATE CALCULATION OF WIND LOADS IN ACCORDANCE WITH THE GENERAL NOTES. 7. THIS SCHEDULE SHALL NOT BE MARKED UP OR MODIFIED. 8. WHERE THESE SCHEDULES ARE USED FOR PERMIT, THE CONTRACTOR AND BUILDING OFFICIAL SHALL VERIFY THE USE IS APPROPRIATE FOR A SPECIFIC SITE. 9. THIS DRAWING SHALL NOT BE USED FOR PERMIT WITHOUT ORIGINAL SIGNATURE, DATE AND EMBOSSED SEAL. EAVE PEAK HEIGHT - HEIGHT (Pf OR RE BI,yIpRESSICiN�e''`JONE PERMIT Ot��. _w. ICrr�zr /ich (E QJ VALID ONLY WITH ORIGINAL SIGNATU ?rofess;onal ulgine^r h FL Lker.,e No.:PE 00C V 01 5 h= MEAN ROOF HEIGHT = (E+F)/2 I ® ® I a= END ZONE : 10% OF MIN. BUILDING a I I a WIDTH ((OR 40% OF MEAN ROOF HEIGIO O I BUTHNOT��LESS THAN WHICHEVER IERLL EITH R4% a a OF MINIMUM WIDTH OR 3 FEET. J 19 2006 Thornton-Tomasetti Group BUILDINGS <_ 60 FT. �o date ' Ue d seg dOn-� 4 /0/05/05 VJK GENERAL REVISI 330 N.Andrews Ave.,Suite 450•Ft.Lauderdale,FL 33301 FLORIDA BUILDING CODE 2004 5 12/19/05 VJK GENERAL REVISION Tel.(954)522-3690-Pax(954)522-3691.COA#7519 COMPONENTS&CLADDING drawn awn by 01/19/06 W drawMODIFIEDng nog no OPTIONS Website:www.The7TGroup.com MCR . FCopyright © 2006 Thornton-Tomasetti Gro u ,Inc. 146 M.P.H., Kd=0.85 EXPOSURE"C" design by checked by WK 02.541 11 WK sheet 1 of-1-ii M I A M I•DADE MIAAE-DADS COUNTY,FLORIDA _ METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BVW7: •• ; •;40 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DMSION • • • MIAMI,FLORIDA 33130-1563 • 000 ••• • • (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) .00 •• . . • •• New Age Windows & Door Corporation : : •. 7196 N. W. 77 Terr 0 0 0 ••• :•• ••• 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. Thisroduct is approved comply ed as described herein. and has been designed to with the Hi Velocity Hurricane P PP P � � Zone of the Florida Building Code. DESCRIPTION: Series HRW-300 Aluminum Horizontal Sliding Glass Window APPROVAL DOCUMENT: Drawing No. W99-80, titled "HRW300 Horiz. Rolling Window', sheets 1 through 4 of 4, prepared by Al Faro oq Corporation, dated 11-30-99 and last revised on Sep 24, 2003, signed and sealed by Dr. Humavoun Farooq, P.E.. bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless 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 # 00-0519.02 consists of this page 1 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 03-0814.01 Expiration Date: December 14,2008 Approval Date: November 06,2003 ��� Page 1 . .. .. . . . .. .. . . . . . . . . . . . . New AQe Windows &Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS . ... ... . . . 1. Manufacturer's die drawings and sections. (Submitted under NOA 00-0519.02) 2. Drawing No. W99-80.,.titled"HRW30Q jio�7. Rolling Window", sheets 1 }S through 4 of 4, prepftedbRl Fa2obcCoi'poration, dated 11-30-99 and last revised on Sep 24, 20&x,:sjAJ aF4 sp4je4 by Dr. Humayoun Farooq, P.E. (Note: Sheets 1 and 2 have been revised with the addition of tempered glazing option) B. TESTS (Submitted under NOA 00-0519.02) 1. 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 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass window, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s)FTL-2409 (99076), FTL—2412 (99079) and FT1,2413 (99077), all dated November 17, 1999, witnessed by Jose D. Mitrani, P.E. and Aldo P. Gonzales, P.E. , signed and sealed by Aldo P. Gonzales, P. E C. CALCULATIONS 1. Comparative analysis and glazing calculation, prepared by Al-Farooq Corporation, dated 07-31-03, signed and sealed by Dr. Humayoun Farooq, P. E. 2. Comparative analysis and structural analysis, prepared by A]-Farooq Corporation, dated 03-20-00 and revised on 11-16-00, signed and sealed by Dr. Humayoun Farooq, P. E. (Submitted under NOA 00-0519.02) D. QUALITY ASSURANCE BY: 1. Miami-Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS (Submitted under A'OA 00-0519.02) 1. Statement letter of conformance, dated 05-10-00, signed & sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 05-10-00, signed by Dr. Humayoun Farooq, P.E. 3. Statement letter of compliance dated 02-02-00 issued by Fenestration testing laboratory, signed and sealed by Aldo P. Gonzales P. E. F. OTHER 1. This NOA renews and revises NOA4 00-0519.02 expiring December 24, 2003. 1 S4eg 1 , L��&,,A c. Ishaq L Chanda,P.E. Product Control Examiner NOA No 03-0814.01 Expiration Date: December 24,2008 Approval Date: November 06,2003 E- I DESIGN LOAD CAPACITY - PSF (XO OR OX'SIZEWINS) WIDTH / DIMS. N0. OF NO. Of DSB-ANN. CLASS 3/18"-ANN. GLASS 3/16--TEMP. CLASS FALSE HUNTINS WIDTH HEIGHT ANCHORS ANCHORS SURFACE APPLIED �U o AT HEAD AT SILL EXT•(+) 'NT'(-) EXT•(+) INT.(-) EXT.(+) INT.(_) HEAD/S'MAX.RNERS OPTIONAL 26-1/2' 3T 4 } 54.0 66.7 52.6 121.4 52.6 121.4 A M w 53-1/8" 26" 654.0 66.7 52.6 121.4 52.6 121.4 z _ 4 52 54.0 66.7 h n 74 7 5 51,0 .6 721.4 52.6 721.4 Z c 26-1/2- 3 51.0 52.6 90.1 52.6 120.5 it O' N a 37' -3 8' 4 3 54.0 54.0 66.7 52.6 97.7 52.6 97.7 / 61.0 52.6 _ i _ Ig o 53-1/8' 6 4 93.3 52.6 93.3 _ ====Ti -- -==r====r 74- 7 5 5X6 51.6 52.652.6 97.5 v tr C i /, i D i ,I E a 26-1/2" 3 3 X 52.6 64.0 52.6 81.6 = W u i/�. 11 54.0 66.7 b 3 Y SL-- - /� 11 m ry 4 V W n 37' 50-5/8* 47.6 52.6 74.1 52.6 74.1 c n n a -__ j/ li--- -==i'Z�i?i=- 0 O ylh g 4 3 47.6 53-1/8" / 6 52.8 70.7 52.6 70.7 Z ,1 '// - < ^ J O << I 74' 4 36.6' 36.6 52.6 62.5 52.6 3 3D 6;'/-. 1�OR O n 0 O a m v 7 5 X 73.9 '`` LL 37" _LI--__11 _ -316'TE r, a vi O d• J^ 49.7 52.6 61.9 - i ---- - - 1�E�Sr•== [ W vii I` 4 3 X 56.6 52 X 52.6 53-1/8" 63' 8 4 X X 74' •• 7 49.0 49.0 52.6 59.4 B �.Z+ Z 5 24"• • •••3 X X38.2 50.9 49.7 3 ••v• •3• • 54,0 66.7 52.6 .12 1.4 • • ••4, 54,0 66.7 52.6 121.4 0 � o • 41'*• 24 • ••$ •3 • 54.0 66.7 52.6 127.4 52.6 121.4 18' I^ Z o •*0" 7 • •• • 52.6 121.4 52.6 121.4 • ? 3 O o • 72" 54.0 66.7 34 1/B' 33 i G •7 • • 52.6 121.4 52.6 121.4 D.L. OPG. D.L 3/4' m "� 24" • 54.0 55.3 52.6 102.8 52.6 121.4 37 1/8' R ••j •• • •b•• •54,0 66.7 VENT WIDTH 4 3000 54,0 66.7 52.6 115.0 52.6 115.0 •��•• 36'•• • y 52.6 102.2 52.6 102.2 74• cr O WINDOW WIDTH Q z ••i i•• • 7 i •• 54.0 55.6 52.6 95.6 52.6 95.8 o Z~�O •49.6 49.6 52.6 IYPICAI_iFI ATI 0 3�n o • 72" 79.7 52.6 102.9 TESTED UNIT 3*0240 n ° 7 5 • 43.6 43.6 52.6 68.9 52.6 89.4 3 I • • •j: J 54.0 66.7 52.6 66.3 • •4 • 152.3 52.352.6 86.3 en R ••9�•• 48. --9 52.6 76.7 52.6 76.7 60" 0 3 37.2 37.2 52.6 77.9 52.6 77.9 Z�3 ••} 4 X 72' 7 X SJ.O 36" 48' 4 3 S 45.2 45.2 52.6 61,3 52.6 i a 60' 60' 61.3 X X 52.8 57.5 52.6 57.5 ` 7 4 X X 44.7 7 4i.7 61.8 STRET'1EtVED X ° m�'^ 72' 52.6 � 5 X X 41.0 41.0 52.6 53.7 -8.11' P •MO NK F-wHdi ���4- ¢G 5 W C.* FOR XO OR OX SIZES VENT AND 3 ph.a N�Uj !/.d/ FIXED GLASS TO BE EQUAL WIDTHS Ilu a uC a �. ISkA )•L(,.,n� APPROVED CONFIG RATIONS a� ro� awl II�•sss a WINDOW'S TO BE PROTECTED 13Y w o =o $ DADE COUNTY APPROVED IMPACT RESISTe,!iT SI:UTTERS "10 • c w • Engr. On' HUVAYOUN FAR000 I. THIS PR SIRUCIURES R 1 0 PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE I PE / 16557 i ZONE OF THE 2001 FLORIDA BUILDING CODE. C.A.N. 3538 - 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, $ e d 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Y ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, drawing no. SEP 2 4 zoo; W99-80 aheet�j 0�4 WOOD BUCKS NOT BY NEW AGE WINDOWS. MUST SUSTAIN ej r TYPICAL ANCHORS LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER SEE ELEV. I • r THEM TO THE BUILDING STRUCTURE. m +I IBY OR 23Y VOOD BUCKS z • � .I O� � o • s TYPICAL ANCHORS: SEE ELEV./CHART FOR SPACING F~ n • a R 3/16' TAPCONS o: INTO 28Y WOOD BUCKS OR WOOD STRUCTURE C6 1-3/8• MIN. PENETRATION INTO WOOD O g THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY U E t- O 1 1-1/4• MIN, EMBED INTO MASONRY OR CONC. CYz�•n g < I O � WEEPHOLES OV a 1 B 12 W1 � i• X 1/4• WEEPHOLES AT 5- FROM EACH END OF FRAME !z 3 R W2 - 1/4' DIA. WEEPHOLES AT 6• FROM ENDS & 20' O.C. MAX. 11 z i Q J 6 I �W F r ,SFA -ANT i FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL ♦ i! A SEALED WITH WHITE/ALUMINUM COLORED GENERAL PURPOSE c 0 ♦ • i !i SILICONE SEALANT BY MACKLANBURG-DUNCAN. ZZC K o - • II -I �p • 1 N V) V • • ROLL FORMED ALUM •0• GLAZING BEAD • • ♦••• $ = cm, nn r- a J • • II li• •, 3 W { c F• • I: •♦•• �' DSO ANN. GLASS OR = Z 4 N •• k• II 3/16• ANN. GLASS OR {>a♦ • I I I•••••• 3/16-TEMP. GLASS Ij1 0_x9 II �' • kl SEE DESIGN LOAD TABLES SHEET 1 w •• •• I I ♦••••• 7 • •• • 1 W 21�O OF •• • I I •• ADNESNE BEDDING COMPOUND FF.• • v GENERAL PURPOSE SILICONE SEALANT �— t•• •• • ♦ I' • • i BY MACKLANBURG-DUNCAN ♦ II a aiO '^ ♦ • I, I IADDUCTREN£WED I g l a eompo"with rb narma I 5 D•101"Cadr ,mn.o3-oYl4.OI �EoEaplr•do•D's oU, I �+A W4, i' �� Mr.d tA•de . Ird �! a ° Dfe6ioo b.8 1B 19 W2 10 20 i r_T A7TVG DETAIL ;rvl�.0 0S O I i W1 Engr.DR. HUMAYCUN FAA000 I Ln X11 STRUCTURES _ . M{�• • FLA PEA 16557 C.1-N. 536 E �' A d .• j 1� I 1BY OR 29Y 8 ^ .^------ -^--• WOOD BUCK Crowing no. • TYPICAL ANCH13RS TYPICAL ANCHORS �— W99-80 $EE.ELEV.FOR SPACING SEE ELEV. FOR SPACING 1FG 2 4 ?no 1sheet 2of 4 ITEM PARE 6 QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS V 1 {760 1 FRAME HEAD 6063-75 2 NAS-101 1 FRAME SAL 6063-TG - V q, 7 4737 2 FRAME JAMB 6063-T5 - z o f 4 4331 1/VENT FIXED RML 6063-TG - z In 1O ti S 3756 1/VENT VENT MEETING RAIL 6067-T5 - 6 - 2/VENT TOP AND BOTTOM RAIL 6063-T3 - Q n u 7 43907 1/VENT JAMB STILE 6063-T6 - a O 8 069 AS REDD. I GLAZING BEAD ALUMINUM ROLL FORMED O 4 9 - AS REDD. FRAME ASSEMBLY SCREWS - / 10 K 1'P.H.PHILLIPS SLS a 10 - 2 FOL.PAIL SILL SCREWS (SILL END) - / 10 X 2-1/2'P.N. PHILLIPS SMS O 1A n 11 - AS REDD. VENT JAMB RUL W'STRIPPINC I VINYL 1/4'OLA.BULBV w Z ng 12 W-3331 AS REDD. WEATHERSTRIPPING - PILE WITH PLASTIC FIN al r1 m 13 - AS REDD. WEATHERSTRIPPING - PILE WITH PLASTIC FIN 0 p 14 - AS REDD. FIN SEAL WEATHERSTRIPPING - - �•vi Go Q w 13 NAW-45 1/WEEP BAFFLE NYLON 16 - 2/CORNER VENT ASSEMBLY SCREWS - / B X 3/4•P.H.PHILLIPS SMS Z 3_.- 17 - - ADHESIVE BACK CLOSED CELL FOAM - 1/2'X S/B•X 2-3/16'LONG r7 i NT N S 0 16 NAW-46 2/VENT VENT ROLLER HOUSING k GUIDE NYLON AT EACH ENO d W F 19 1601 2/VENT VENT ROLLER/WHEEL ST.STEEL - 3 20 1372 1 SILL TRACK INSERT 6063-T5 - G o •• 21 44300 2/VENT VENT LATCH 6053-TG AT W FROM ENDS Z p • • • ••• • •• _ 3 •••••• • • • 22 SP-27A 1/LATCH VENT IATCM SPRING ST. STEEL ¢ • • •••• SPRING•LOADEO•LATCHES = C a •• •• •••••• ONE 41T 10' FVM BOTTOM •• • ONE•T M-1/8' MAX. FROM BOTTOM at • • 0000•• - NF•; •••••• •• •• - •• •• SWEEP LATCH AT MIDSPAN F • • • • • (OPTIONAL TO SPRING LOADED LATCH) 0 $=10 n 0000• • • 0000•• = Z�10 • • vENT wIOTH 0000• •• • 0000 San • • O O rg Guy • • © • 21 0000 _ X34 • WOOD B61CK • 22• •••• -TYPICAL ANCHORS In 3p— R 0000•• 13 •• •• 5 1/ SHIM SEE ELEV. Wv • ••• • w ZM32 • i--- • 11 • •• �, PRODLKT RENEWED • I • • ' o v Ii—pl)ug 0116 Mr Fivriw 0000•• • e.lae6c.k / .01 1 1 - ELzPIr•thm 2 ............... .... _ _ d A Ulrlr°• 1 L �_ 1 ---SCREENS OPT Rids �Z `--- :c.._.. .....E 0 u o 0 14) 4 e z z • 7 IN FRAME SILL D.L.O. BELOW FIXED RAIL jo °'a EXTERIOR WINDOW WIDTH I> xo�YOUT OX OPPOSITE - Engr:CR. HUW"CU'Y Ft.k000 R `�RUC1 U ;535' 53 I s PE � 7635 C.AN. 3538 �—' UI elf dTowing no. W99-80) c s 700 sheet 3°1 4 . • 2.043 6�U 1 P 062 ^ S TYP. �" 5� e 1.374 t 1.125 .438 a 1.164 oe4al� 41 Tre _8 FRAME HEAD C < 'P .439 r I � .06 • •2.062 •• 1150 FRAME TOP CORNER O o_ TY • • 900 , $ • •• • • 1 • ,062 $ •L� _ 2Z • �2A43 • • • • :ENT LATCH VENT TOP/BOTTOM CORNERS •••••FRAME SILLir • •••• • • •••• • • • 1.406 Z~TO • • 1.14! •• •••• � t :••••• ••••• I Wan $ • 1.124 •••• ti • • ••• _ <ZL • • ,fit• 1.874 • • • .062 [J ••••510• •••• • • TYP. • • N 1.137 SILL TRACK Fes^ JAMB STILE u G ,913 —1.625-1 FRAME BOTTOM CORNER .062 .053 I PPO WED 2.105 .812 :6125 I =mbojplCMe.�el�*a .500 1.301 I Aae�yO•M Mf OJ-0814.0 LT,11,187J O Mbw AY "$ 1:31 o u° MEETING RAIL OMJM FRAME JAMB . 1250 I = F1.0391 _062 Engr:DR, NUMAYOUN M500 A e STRUCTURES 1 TYP, I SCAPC N.�]e 37 r i 10) S 1- 1.125 ,4gq Y drowinq no. —J .812 �-- —2.001— SEP 2 4 2003 W99-80 VENT TOP/BOTTOM RAIL FIXED MTG. RAIL FIXED MTG. RAIL CORNER sheet 4 of 4 Miami Shores Building Department �- �.: } ,'t ermit No. Product Approval Schedule / Comparison Chart Address: �. �, , (( , . Product Acceptance Product prure oval Op nin D esigu Roug SOpeuing Shu YesR/No fired Mullion No Yes YNa es Opening Description of W indow .11 or Door or Mullion Number gn jrP (+)PSF (-)PSF (+)P..; . 009, 0 t . t3 • �1 • • •••••• • ••• • • •