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RC-18-2047Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit -NO.: RC-8-18-2047 Permit IVR Number: 634361 [j - -- - Permit Type: Building (Residential) 0-n-nRl Work Classification: Addition/Alteration Permit Status: Approved Issue Date:10/10/2018 Expiration: 03/18/2019 Location Address Parcel Number Project 70 NE 99 ST, Miami Shores, FL 33138 1132060131050 <NONE> Contacts JAY YAGODA Owner JAY YAGODA Applicant 70 NE 99 ST, MIAMI SHORES, FL 33138 70 NE 99 ST, MIAMI SHORES, FL 33138 Other:3056577859 Other:3056577859 D. TORR GENERAL CONTRACTORS, INC Contractor SERGIO DARIEN TORRES 218 NW 92 ST, MIAMI SHORES, FL 33150 Business: 3053019913 info@dtorrgc.com . Description: RENOVATION OF MASTER SUITE WITH NEW Valuation: $ 35,000.00 Inspection Requests: IMPACT WINDOWS/DOORS AND SMALL CONCRETE 216 SQ FT 305-7662-4949 PATIO TotalSq Feet: 216.00 Fees Amount CCF $21.00 Cert. of Compl. for Single Fam and Duplx $50.00 (Manual) DBPR Fee $15.75 DCA Fee $10.50 Education Surcharge $7.00 Notary Fee $5.00 P&Z Review Fee $35.00 Permit Fee $1,050.00 Plan Review Fee (Engineer) $90.00 Scanning Fee $33.00 Technology Fee $28.00 Total: $1,345.25 Payments Amt Paid Total Fees $1,345.25 Check # 197 $1,145.25 Check # 159 $200.00 Amount Due: $0.00 Building Department Copy 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, VLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify Xat all th egoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni Fu rmore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner U / Applicant / Contractor / Agent Date October 10, 2018 Page 2 of 4 Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION FM -]BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED FBC 201 Master Permit No. V—C 1 Sub Permit No. AVG 01 ?;3 ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 70 NE 99th Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-1050 Is the Building Historically Designated: Yes NO X Occupancy Type: R-1 Load: Construction Type: Flood Zone: X BFE: 9.00 FFE: 11.95 OWNER: Name (Fee Simple Titleholder): Jay Yagoda Phone#: 954.401.6233 Address: 70 NE 99th St City: Miami Shores Tenant/Lessee Name: Email State: FL Zip: 33138 Phone#: CONTRACTOR: Company Name: VW 'D C16V&At- C'6V'�0Qo4n(e#6:4-5 305-Wl - 7 l-5 Address: 21 � A-1W Q Z J, City: "&u LM ' State: Zip: 33),5-y Qualifier Name: 36k(1110 FI) 109,26 Phone#: State Certification or Registration #: CC1L l S-Z 1 LI Z3 Certificate of Competency #: DESIGNER: Architect/Engineer: Kimberley Flower Phone#: 305.778.1019 Address: 301 NE 98th St city: Miami Shores state: FL Zip: 33138 Value of Work for this Permit: $ 35,000 Square/Linear Footage of Work: Type of Work: Addition ❑� Alteration ❑New ❑ Repair/Replace ❑ Demolition �•10►4 �'t-`�- Description of work. Renovation of M. Suite with � new impact windows/doors & sma11216 sq. ft. patio Specify color of color thru tile: Submittal Fee $ C-10 Permit Fee $ ,U O'�J CCF $ 2' t W CO/CC $ eo ' Scanning Fee $ " 00 Radon Fee $ (d ' so DBPR $ Notary $ ' Technology Fee $ L 5 • (:770 Training/Education Fee $ - a Double Fee $ Structural Reviews $ �U C� Bond $ 500 ' 00 TOTAL FEE NOW DUE $ It L) G 2 (Revised02/24/2014) , ! 6 L4 Z15 Bonding Company's Name (if applicable) 'Bondi ng`Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. n Signature IK"I4A_ Sig re OWNER rAGENT CONTRACTOR The foregoing instrument was acknowledged before me this d(p day of -J ^U— _ 20 IS by J et,- I aAD CY�I who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: The fore oing instrume''nnt,w,was __ acknowledged beforemethis day,Qf b4ob'eY 20 19 by 10 fM i , who is personally known to me or who has produced identification add who\did NOTARY PU Sign: G"V % eti" ` Sign:_ PrPn . - � Print: IVIANAVALUtHRAMA ,,ti£ _ Seal:' • Notary Public State of JFa0 Seal: Commission #r GG OS .•• My Comm. Expires Dec 2 APPROVED BY Plans Examiner Ab ! Structural Review (Revised02/24/2014) r OC,4VIC-Q as an oat \J YANADY PRIETO MY COMMISSION # FF 214031 EXPIRES: March 25, 2019 tde, u i1otary Public Urde writerK���% /'***** / ` f/ —Zoning o g Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 J Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: -10,y (�/a.Q0�0. DATE: 01 �0c8 ADDRESS: TL' C1�1 s �2+� *('OO AI SL ZOS, rt .33/3 ff 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. Initial 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 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. ` Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise per ons 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 co my or municipal ordinance. Initial 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 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contr or 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.myfloridalicense.com/dbpr/pro/cilb/index.html 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: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that 1 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 worker's 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 By� Produced the 44 OWNER day of R IJ Si20 1 2 - who was personally known to me or who has s identification. MAHARAI K. GONZALEZ My COMMISSION # GG 044602 EXPIRES: November 2, 2020 Bonded Thru Notary Public Underwriters 8/1/2018 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-1050 Property Address: 70 NE 99 ST Miami Shores, FL 33138-2339 Owner JAY A YAGODA Mailing Address 70 NE 99 ST MIAMI, FL 33138 USA PA Primary Zone 1000 SG FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,122 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 1939 Assessment Information Year 2018 2017 2016 Land Value $287,615 $287,615 $287,615 Building Value $179,691 $182,153 $184,614 XF Value $1,711 $1,731 $1,752 Market Value 1 $469,017 $471,499 $473,981 Assessed Value $469,017 $471,, $473,981 Benefits Information Benefit Type 2018 2017', 2016 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 3 & 4 BLK 8 LOT SIZE 100.000 X 115 OR 13557-1202 0188 1 Generated On : 8/1/2018 Taxable Value Information 2018: 2017' 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $419,017 $421,499 $423,981 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $444,017 $446,499 $448,981 City Exemption Value 0,000 00 �$423,981 Taxable Value �$419,017 �$421,4�99 Regional Exemption Value 1 $50,0001 $50,000 $50,000 Taxable Value $419,017 $421,499. $423,981 Sales Information Previous Price O k Qualification Description Sale Pa 9e 05/29/2015 $565,500 29642-0440 Qual by exam of deed Financial inst or "In Lieu of Forclosure" 03/20/2013 $305,100 28569-4342 stated 1988 F06/O1/1980 $112,500. 13557-1202 Sales which are qualified ...._....,1._..........__ $94,000 10779-1082 ._._. Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version UPS. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Jay A. Yagoda A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 70 N.E. 99th Street City State ZIP Code Miami Shores Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Folio # 11-3206-013-1050 Lots 3 & 4, Block 8, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, PB 10, PG 70 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude. Lat. 25051'57.02"N Long. 8001 1'46.17"W Horizontal Datum: ❑ NAD 1927 N NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. .•.• AT Building Diagram Number 8 • 0 '::a: ' • • • • A8. For a building with a crawlspace or enclosure(s): ' •".. • 006:0*a) Square footage of crawlspace or enclosure(s) 1030.44 sq ft 000000 . • b) Number flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacenigrade 6""9 ' of permanent c) Total net area of flood openings in A8.b 768.00 sq in • • • • • • • . 0 0 0 •. d) Engineered flood openings? ❑ Yes ❑X No ••.•.. . .' A9. For a building with an attached garage: • .•.•.. a) Square footage of attached garage N/A sq ft " •"• •• • b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Village of Miami Shores 120652 Miami -Dade Florida I B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086C 0302 L 09-11-2009 09-11-2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: N NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes N No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE, Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 70 N.E. 99th Street City State ZIP Code Company NAIC Number Miami Shores Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: M-DCo. BM # N-567 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 10.46 Z feet ❑ meters b) Top of the next higher floor 10.56 Z feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A Z feet ❑ meters At �d Jara a (1APof lab) N/A �g feet ❑ meters .....d) • e) Lop§? ftvation of nl4chinery or equipment servicing the building :.... (Describe type of ecppment and location in Comments) 11.07 )C ❑ ❑ feet meters Lowest adjacent T niched) grade next to building (LAG) 10.46 © feet ❑ meters ....:0 .....g) Highwta8jacent (iRiel+ed) grade next to building (HAG) 11.35 0 feet ❑ meters ""'h) LoWgstad}acent;race at lowest elevation of deck or stairs, including • • • • • structural Support " 10.46 © feet ❑ meters TION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION TDIp certification is'to be siorged and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. i cer%fy that Meeinformation on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement AQP 6v j unishab/e by fine or imprisonment under 18 U. S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? © Yes ❑ No ❑ Che here if attachments. Certifier's Name License Number Odalys C. Bello Iznaga LS 6169 PS'-�tcve;-16 _ Title Professional Land Surveyor and Mapperp Company Name Bello & Bello Land Surveying Corp. Seel Here Address 12230 SW 131 Avenue, Suite 201 City State ZIP Code Miami Florida 33186 Si atu Joate Telephone Ext. (305) 251-9606 Cop all pages of this Elevation Certificate and all attach nts fo 1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) For A5: Long. and Lat. determined by GNSS RTK GPS Survey No. 18669 C2 e) Denotes Elevation of A/C Units located on the South side adjacent to the existing structure. Highest Crown of Road Elev.= 11.10' Next F.F.E.= 11.95' Highest F.F.E.= 12.89' FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 70 N.E. 99th Street City State ZIP Code Company NAIC Number Miami Shores Florida 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is © feet []meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is © feet [—]meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is © feet ❑ meters ❑ above or ❑ below the HAG. •••• E4. Top of platform of machinery and/or equipment • . **so 0 .... servicing the building is © feet ❑ meters ©.abo:e or E14el9w the HAG.. • • • E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the cdrt rrfUnity's •"' floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certi}S41%*Aformation Ih Section.6Q.. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIAMION "" "' • • • The property owner or owner's authorized representative who completes Sections A, B, and E for Zone R fwiilvout a FI1AA-*issued or.,. •. community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correctita A%laest of my Vowledge. �'• Property Owner or Owner's Authorized Representative's Name ... • • • Address City State ZIMode Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 70 N.E. 99th Street City State ZIP Code Company NAIC Number Miami Shores Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued .Kj*-7..•;r his p2rj i:;Is beertiiszysdfor: ❑ New Construction ❑ Substantial Improvement aGS.* Elevation of as -built loor�es1floor (including basement) feet 'of the bditft . . ❑ ❑ meters Datum 0000 �•g.' 13FE or:;ra Zone AO):dep4h of flooding at the building site: ❑ feet ❑ meters Datum 4410. Community's designilo;d eivation: ❑ feet ❑ meters Datum Local-.Official',%Npgie ;•'•.• Title w • • Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE .Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 70 N.E. 99th Street City State ZIP Code Company NAIC Number Miami Shores Florida 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. G=, i - as NOR r •y , •••••• of �I •r•• u Photo One • • • Photo One Caption Front View: 06/25/2018 Clear Photo One s r ikT A` ..ate �- qy "�.�'T'1• r)�=^F �y'n 7. Photo Two Photo Two Caption Rear View: 06/25/2018 Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg No.) or P.O. Route and Box No. Policy Number: 70 N.E. 99th Street City State ZIP Code Company NAIC Number Miami Shores Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. • • 2 � � ill., • t • Y 40 • • • •••• #•••1- re •••• • • • • • ! •• • 40 • • • Photo Three Photo Three Caption Side View: 06/25/2018 Clear Photo Three �R Photo Four Photo Four Caption Side View: 06/25/2018 Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312. 08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX alumina • • • horizontal sliding window, prepared by Hurricane Engineering ,�esting, Iric.,'Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealedpyQ,�ndidoY,<ant, P.E. (Submitted underdVVA909-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201.94• • • • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 105 -94 • • • • along with marked -up drawings and installation diagram of a X1Q1CMmin4%u.:. horizontal sliding window, prepared by Hurricane Engineering.4.tj�ting, l'nc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed Dy Candido F. Font, P.E. (Submitted under-NOA909-0312.108) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20r 94 ' • • • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01 /15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014), dated 07/08/15, complying with FBC 61b Edition (2017), dated 10/12/17 prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1107.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E - 2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51 Editian (2014), wilfFBC 6ch. • • •; • Edition (2017), and of no financial interest, dated October 12,QJ 7, prepa::e;5' Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ...:.. ...... .... .... . . G. OTHER "" "" • • • • • 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window 9yaten3s, LLG fQ4 their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window„M.I.", approved on 09/03/15 and expiring on 05/27/19. . . . . ...... �4'rleoa zh4v Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-3 WINDOW WIDTH 3 1/2' MAX. CORNERS j� 4- G I I I-- 4 3 n i r m W 'a m II C >I' II II II II 3 ) V II II II II II II I 8 3 �I I � FALSE MUNTINS (SURFACE APPLIED) 31 1/4- 32 3/4" 3/4- D.L. OPG. D.L. OPG. MAY BE USED 35 3/8_ THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8' HEAT STREN'D. CLASS .090' Interlcyer Trosifol PVB By 'Kuroray America, Inc.' 1/8' HEAT STREN'D. GLASS SILICONE d. DOW CORNING 899 a GE SCS 2000 i m i b p 2 rn i 3 10 29 AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY GLASS TYPE 'A' m � 3 1/2- MAX. HEAD/SILL n 0 CORNERS II I I I /8- HEAT STREN'D. GLASS .090' Interloyer 5� SentryClae ` By Kuroray America, Inc.' \ \ r-1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 20DO 111' WINDOW WIDTH 10 5/8" MAX. _.4 — -r r 11 II II �II II II II II II II II II 8 3 FALSE MUNTINS I 32 3/4' I 32 (SURFACE APPLIED) L IL MAY BE USED D.L. D.L 36 7/8" TO QUALIFY FOR SMALL MISSILE IMPACT RATING (2) ANCHORS AT MTC. STILE ENDS TYP. (4) ANCHORS READ. FOR SIZES AND LOADS MARKED WITH "' ON SHEET 2 ONLY . N _-7 ECO-GUARD SERIES-200 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. e EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVRZ). 1/8' HEAT STREN'D. GLASS 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS —5/16- AIR SPACE TO THE BUILDING STRUCTURE. 1/8- HEAT STREN'D. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE .D90' Interloyer MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Trosifol PV8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By 'Kuroray America, Inc.' ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. 1/8- HEAT STREN'D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE CARDINAL XL REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARD' EDGE SPACER ST. STEEL THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ? m • • • • • SILJFONE FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY • • • • • OF ifW CTURE RECEIVING THIS PRODUCT AND SEALING MOUND OPENING FOR ,n v5J • Dow B99 • - • • • • WATR INFILTRATION RESISTANCE ETC. z, m I • • •• • • • • CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, • • ••• AND•TO BE REVIEWED BY BUILDING OFFICIAL 1111111/AAA • • • • • • • `��11 Ayy�� i ii 3 3 I I )P' GFA 10 7050 • • • '!! •• • • • • • ec ;sac:,. 11-U01•i� - 29 AT 1/4 POINTS ON LffES AT i/4 POINi • SAM 64 L CKS pl • • P�pyr>?inr t�aa WIDER THAN 36' ONLY 29 ALL SRES • • • jjp/M. G l!��N1D S L)A. GLtS -rilr<!.I2019 O A OF • • AOTCH G A. 'S.EG TO CLE* 0bCA 6 • tyisrn,%^MAZiIgo('i GLASS TYPE 'B' GLASS TYPE 'C'• ----�--_ . S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U Z qn O q� h Qf Z� a'O om^ S HIL a&a'" s 0Kag l 0 *3�V1E Q w' e N po j Om•Q p Q W ME F drawing n0. W09-12 DESIGN LOAD CAPACrTY - PSF (XO, OX OR XX SIZES) WINDOW DIMS. A'H' . WITH REINF. C�.Ay"E -)EXT.(+) G1A55 TYPE INT.(-) GISS 7YPE 'c'WIDTH DCT.(+) INT.(-) HEIGHT 26-1/2' 1.26" 53-1/8" 74' (3) 4 0 80.0 90.0 70.0 80.0 4 0 80.0 90.0 70.0 80.0 6 .0 BO.0 90.0 70.0 80.0 8 ..0 80.0 90.0 -10.0 80.0 26-1/2" 37" 53-1/8' 74' 38-3/8' (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 1 80.0 90.0 70.0 1 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 B 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 37' 53-1/a' 74" 50-5/8' (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 37' 53-1/8" 74" 63' (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 68.9 774 80.0 90.0 70.0 80.0 6 1 70.0 70.0 50.0 90.0 70.0 80.0 8 1 70.0 70.0 50.0 80.4 4 70.0 60.0 24" 36' 48' 60' 72' 24- (3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 50.0 90.0 70.0 80.0 8 70-0 80.0 1 60.0 90.0 70.0 80.0 24' 36" 48') 60' 72" 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80-0 90.0 70.0 8MO 24' 36' 48' 60" 72" �5) 4 70.0 80.0 B0.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 36' 48' 60. 72" �0. 6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 5 70.0 70.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 a 70.0 70.0 80.0 87.6 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL () - NO. OF ANCHORS PER JAMB f MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS OLD WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O REINF. WITH REM. GLSS TYPE 'A' GLSS TYPE 'B' GLOSS TYPE 'c. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) IM.(-) EXT.(+) INT.(-) 74' 106-1/4' 111" 26" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70-0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111' 38-3/8. (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 108-1/4' 111' 50-5/B' (5) 9 70.0 80.0 80-0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4. 111' 66) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.6 70.0 80.0 12 70.0 70.0 80.0 80.4 70.0 80.0 72' 84, 96" 108' 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 00.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72' 84" 96" 1D8' 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 L.N..0 90.0 70.0 80.0 12 70.0 . 80.0 90.0 70.0 80.0 12 70.0 1 80.0 80.0 90.0 1 70.0 90.0 72" 84' 96" 108' 48. (5) 80-D 80.0 90.0 70.0 80.0 00.0 80.0 90.0 70.0 80.0 80.0 80.0 90.0 70.0 80.0 [1270 80.0 80.0 90.0 70.0 80.0 72' 84' 96' 108' 60' (6) 70.0 W.0 90.0 70.0 80.0 70.0 80.0 90.0 70.0 80.0 70.0 80.0 90.0 70.0 B0.0 70.0 90.0 87.6 70.0 1 80.0 A - NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB 4 MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3w) 0/3W) (1/3W) DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O REINF. WITH REINF. GISS TYPE 'A' GLASS TYPE 'H' GISS TYPE 'c. WIDTH HEIGHT EXT.(+) IM.(-) EXT.(+) IM.(-) EXT.(+) INT.(-) 74' 106-1/4' 111" (3) 9 70.0 60.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4" 111' 38-3/8• (4) 9 70.0 80.0 60.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" SD-5/8' (5) 9 70.0 80.0 80.0 90.0 70.0 00.0 74' 63' (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 72' 84" 96" 108" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 1. 80.0 72" 84' 96' 108' 36' (4) 9 70.0 50.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 72' 84' 96' (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 50.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72' 60' (6) g 70.0 70.0 80.0 90.0 70.0 80.0 I OPERATING VENTS TO BE 1/3 OF•TyE yppjTQW VIDW • • • • • ,XOX,•• •� ••• • • ••� •• •• ••• •• • • • •• A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) (1/2'ti7 (1s1/4W) 4' OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ALL EXTERIOR(+) LOADS VFf0•WN•81f THIS•!YHEET 14RE • • > ;,diet +„ FOR WINDOWS WITH ADD -ON 41RISI AT FR4E ILLS Expiratvcu FOR STD. SILL (NO RISERlIy+IIT tX.T.(1-) Lp@DJTQ 69.0•PSF by_�_ SEE SHEET 3 FOR DETAIL. • • • • • n4,9ni De&P=6 m!lIc n w ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • J Z ro O � h �o 0d 0 y ,^ 04 a KK- 8 Q 0. 0 -c .1 0.5tae irrZU).o J ZOE r aWME N � U N J W n W N N� � � m t 0010. coo Z 3LL} m 3ZW O�oo u WLow coom� A.. ATE OF drawing no. W09-12 TYPICAL ANCHORS f► 0 V w DIST. METAL O 2 STRIX:TURE MWAI-DARE COUNTY APPROVED m o MUWON & MULLION ANCHORS O Z SEE SEPARATE N04 t' Q F n m o Z A Q EDGE DIST. O Q ? N 00 O 0� n U O1m� G'l, 8 QloO w TYPICAL ANCHORS TYPICAL ANCHORS Q TYPICAL ANCHORS N N SEE ELEV. SEE ELEV. SEE ELEV. W 6 FOR SPACING FOR SPACING FOR SPACING LL W N : o WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. U r v J I TYPICAL ANCHORS: SEE FLEV. FOR SPACING J n WEEPHOLES: 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) R W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END INTO 2BY WOOD BUCKS OR WOOD STRUCTURESLLI AND 37" O.C. MAX. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) } SEALANT: THRU 1 BY BUCKS INTO CONC. OR BLOCKS rn 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 t m ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) O oM JOINT SEALER. I p 0 1 v 1BYJ WOOD BUCK DIRECTLY INTO CONCRETE OR BLOCKS Z E 4 1-1/4" MIN. EMBED INTO BLOCKS (JAMB1-1/4 MIN. EMBED INTO CONCRETE S/SILL/JAMBS) O J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) $ W mLj INTO MIAMI-DADE COUNTY APPROVED MULUONS 0 OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/5" THK. MIN. (6063-T5 MIN.) p STEEL: 1 /6" THK. MIN. (Fy = 35 KSI MIN.) S b (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) B g Q a o TYPICAL EDGE DISTANCE m 0 a a INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. `.. rc W000 AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 00 c ' EA •--g �e • • • •• CONCRETE AT HD, SILL OR JAMBS fe - 3000 PSI MIN. v o o �i0 �� C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 0 i7Y • • • ••• • ttttunuiTi W • • • • e • • • • �� • • • • e• `. J ,..• "q � � g u 70592 • ••S . ••• • t • 0, • • • • • • • .•. STyp-AiH-tea• • • • • • FO SPACING • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1aRODLIn al_:VIsED L.7,( ='`"pRying wahut Pkx.da iL "tli �-ti Cede o .4«epun<c tb,f .1 02.1i xpi;eanr: Jse . R :WIjr_ drove ng a no. Wog — 2 1/4" MAX. • O 1/4' MAX SHIM O O O SHIMS 1 BY �� N B 7 5 WOOD BUCKS 0 . o 21 n 6 TYPICAL ANCHORS 17 TYPICAL ANCHORS v.• SEE ELEV. Q SEE QEV. FOR SPACING -- _ - - - - -= 5 FOR SPAGNC 6 S p 0 VU 23 - E N 0 17 20 - 1 1j4- ' O G ti p _____ SCREEN OPT. ____ _ _ _ Or ¢ to g 27 p. 8 B 17 8 mmm'N 4 STEEL REINFORCING 11 12 ! �Qj, Z • METAL STRUCTURE AS REOD. SEE SHEET 2 FOR CAPACITY p Q m f WINDOW WIDTH XO LAYOUT N � � U v J O n 1/4" MAX. J I n 1 /4' MAX. VENT MOTH VENT WIDTH SHIMS SHIM O D.L OPG. O D.L OPG. iffy WOOD BUCKS lil 2 8 7 x U 2 17 TYPICAL ANCHORS v.• SEE ELEV. LUNY (� F-c0 4 C � 1 /2' _ _ _ _ _ _25 FOR SPACING a7 3 pO OD 0 �o -- Z - m 17 20 1 1/4- 3 Z - ____SCREEN OPT --. - _.. _.. _.. - -SCREEN 0 ___________ ' o 0 pp 20 7 w W a7 Ld J s 17 B � 4 11 12 Dl OPG. STEEL REINFORCING AS REDD. EXTERIOR SEE SHEET 2 FOR CAPACITY ` v WINDOW WIDTH TYPICAL ANCHORS XOX LAYOUT p SEE ELEV. FOR SPACING a$ a q i,g�C9 MIAMI-DARE COUNTY APPROVED MUWON TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING c O m p • • • • • • • • • OOupul� •• • • • • ••• w 1111uunrrrr0.0 r --- a - ':' - _.--..._ ... -------�iAw ••• • • • PROTRICT RF.Vj- �a„sp;cg •i5U5<rl„�. = 70502 _ Ott iii� .. y • • • • • • • • building Cock !I-IIp713 'C _ drawing no. • • • • • • • • Esc OF.<(/� • • • • • • • • • • i PinUa, E+ate �is2�-201ej A, WINDOW WIDTH • WINDOW WIDTH • • • • • ` �i�/� W09-12 :-- bsd<' 111 • N " nuI vI'tlA` � rrrNIIlII111 sheet 4 of of 7 ••• • • • • ••• • • ••• • • • ••• • • us EDGE DIST. METAL w STRUCTURE EDGE TYPICAL ANCHORS SEE �• - FOR SPACING It•— I� �.II MULLIONADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA a a Z p spy EDGE FZ g " Epp z . I I DIST, U N O..8..= 28 8 CG'w� ALT. ZSEE a a odoo� I QNM�J� { TYPICAL ANCHORS TYPICAL ANCHORS Q W LL 6 LLL SEE ELEV. ELEV. ({ Z M J o FOR SPACING FOR SPACING Q W N f F O N J R w w O DQ Z L Oo M N „ T /4' MAX. 3 m SHIMS 28 ALT. 3 Z o J TYPICAL ANCHORS SEE ELEV. MU .I Lo p0 LLJ FOR SPACING a O T 1/4' tg c to to 0 TYPICAL ANCHORS s w g $ SEE ELEV. FOR SPACING � o o W . ALT. • • • • • • • • • INSTALLATION DETAILS WITH FLME AIM; •ADA;TET2 • • )P, �V1^JOF��g7F ��� � o ., rRDDU('T P EVISF.D z • Y • • • • • • • • • • • a; cet-..p!pirg -'OLh tix Florida • • • u::.dmg Caec •p •, �� O o. c ! P • • • • • • • • •R''�t"'n D+acL y19 IE OFEDC [[A� drawing no. I . ?,I—,?,I—,Dsde ''�TTTIII Pruta Czumi AL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • O FRAME HEAD FRAME SILL 1.3141 r.250 .340 .312 .062 SILL TRACK 2 MOV. FRAME JAMB 1.067 3/16" 0 .715 1 .8131434 062 8 II 12 17 O VENT TOP/BOTTOM RAIL STEEL REINFORCING 2.— �� t 1.250 .719 A45 .803 .043� .803 IF2.24E t .140 --1 1.047 --I 1.047.047 062 .219 i 9 GLAZING BEADS U JAMB STILE 2.063— [-1.1.250 1"- 062 1.340 I-L.. j O7 MEETING RAIL 1.422 *.2 2 7.375 O FIXED MTG. RAIL 750 062 2.912 2.750 � z.slss 062� II 500 69 1.688 2.611 O5 FIXED FRAME JAMB 26 FLUSH FRAME ADAPTER ITEM PART i QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME Sill 6063-T6 - 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS REOD. MOV. FRAME JAMB 6063-T6 - 5 FY101 AS READ. FIXED FRAME JAMB 8063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063—T6 — 7 FY105 1/ VENT VENT INTERLOCK 6063—T6 — 8 FY206 1/ VENT JAMB STILE 6063-176 — 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063—TB — 10 FY,O8 AS REOD. GLAZING BEAD (LAM. GLASS) 6063—T6 — IDA FY110 AS REOD. GLAZING BEAD (INSUL LAM. GLASS) 6063—T6 — 11 — AS REDD. REINFORCING BAR STEEL — 12 — AS REDD. REINFORCING BAR STEEL — 13 FY204 AS RTEQD. ADD —ON SILL RISER 6063—T6 USE AS READ. 14 FY200 4/ VENT ROLLER HOUSING do GUIDE CELCON — 15 FY209 2/ VENT ROLLER BRASS — 16 FY210 2/ VENT ROLLER PIN ST. STEEL — 17 {8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS ,8 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REQO. FIN SEAL WSTRIPPING — ULTRAFAB 20 0300TISO AS REOD. BULB SEAL O—LAN SCHLEGEL 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFAB. DUROMETER 65±5 22 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65*5 23 FLB-50 AS REOD. GLASS SPACER SILICONE FRANK L.OWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN k ASSOC. 25 /8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE — PREFERRED ENG. PROL1l1CT5 27 — 1/ VENT 5/16" BOX SCREEN — OPTIONAL 28 FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL 29 — 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A • • • • • • • • • 0 u o • • i i i i i i• i •• .�`��j1D ...A.. rYY7j/ g Sw i Ai<.;DUL-T REVISFD • ••• ••• • • •' -17c cat_ o • • • • • • • • • ^IPIMS m0 the Flnri& • • • ccrxxm .e [Wt I 1011.t'S • • • • • • �• OF � �� drawing no. • • • • • • 000 000 • �Pirat+an Date of ivy ltei�rl• •_ W09-12 • 1S'xm,IJmt; .9n� ..�Cocari ����rs�tlll�i `i11``\ sheet 6 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u U U Z q w i Q Q IL tV V N r Q'w �1�9 p i o o g C at 3 q�Z.O n Q GI�d F 1LZ�'� Jo��� Q Z. R O N J v FRAME TOP CORNER ; m n W VENT TOP/BOTTOM CORNERS g } 17 � 3 L rl n OO"1 n i(l^�fi Z_ 3lL t0 O 04 w C'3 lil f k' O IMI Oa o 9 c o= p p c oc • • • • • • • • • • • `111111111111///�'' FRAME BOTTOM CORNER o B "HUDUCI RFVISED • • • • • • • • • • sc erynplyi;eg.:ntl: the Florida • • • • • • • • • •tuiidrrg i.�� Q'` � V 000 • • • • • • • lleeepmncz Mi 11 02.13 • • • • • O • • • Ei�pisrian me i0 '•• OF �!/�� drawing o no. FIXED M(TG. RAIL CORNER • • • • • • 4farri t?ne pr>a,nl ��4�/j1�`1����� sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COUNTY - MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ECO Windows Systems, LLC 9114 N. W. 106`h Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section 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 Section (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 jtbe jaccepted manner, the manufacturer will incur the expense of such testing and the AHJ may imm4adiataly revokg.vi'dify, or..... suspend the use of such product or material within their jurisdiction. PERA reserve9 Ae light to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this Imednvt or matanal*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 FlMdt Puildigg 101ft, 0• including the High Velocity Hurricane Zone. / ":'I.. ...... . . ..... DESCRIPTION: Series 600-Aluminum Outswing Doors-L.M.I. • • • • • • . .. .. . ...... APPROVAL DOCUMENT: Drawing No. W12-08 Rev E, titled "Series 600 Alum Out:wiVfntrance Door •. (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 agd 18,1 ..... • revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Mde Cdwnty product ...... Control Revision stamp with the Notice of Acceptance number and expiration date by the M*1am%Dade.Coynt- ' Product Control Section. / MISSILE IMPACT RATING: Large and Small Missile Impact Resistant " Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G 1 and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #17-1218.15 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. J NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 Page 1 ECO'Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS _ 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 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) Large Missile Impact Test per FBC, TAS 201-94 • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-14 • • • • • • • •; • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94* .".'. '. along with marked -up drawings and installation diagram of an aluminum Out* * * French door, • prepared by Hurricane Engineering & Testing, Inc., Test Report No. .... .... ;" HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI_*1,3-Vh7dafed•03h 6- • • •�• 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. • •; • •; ;... ;. • • • • • Note: The above referenced test reports have been revised by an addendum letter dated Jdne 29, 2012,' issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael r Mz-S e�aA. E. • C. CALCULATIONS • • 1. Anchor verification calculations and structural analysis, complying with N62014(5;4-kdijion),: * * • prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad AWad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5te Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. ash` 1 Is aq I. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED - 2. New Evidence submitted. A. DRAWINGS _ 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6 h Edition), prepared by Al Farooq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signed and seale�.by Javad Ahmad, P.E.(submitted under file 417-1102.18) • . . .... ...... D. QUALITY ASSURANCE • • • • • ...... .. . ...... 1. Miami Dade Department of Regulatory and Economic Resources (RER)....;.. . . .... .... . . E. MATERIAL CERTIFICATIONS • • • • • • • • • • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (M ftr E.IyDuI'.ont Do"" Nemours & Co., Inc. for the "Trofosil & (Clear and Ultra clear) PVB Brass nterlaye rs", expiring: on 07/08/19. " ' ' 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical CompanMheir . .y ...... "Saflex Clear & Color Glass Interlayer", expiring on 05/21/21. • • • • • • . ./ .. . F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6�h Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. Isliaq 1. Chanda, P.E. Product Control Examiner NOA No. 18-0319.13 Expiration Date: March 20, 2019 Approval Date: May 10, 2018 E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEOUATELY TO TRANSFER APPLJED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEOUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 1/8" HEAT STREN'D. GLASS 3/16" HUT STREN'D. GLASS 090" Interlayer .090' Interloyer FLU Trosifol PVB By 'Kuraray America, Inc.' Trosifol PVB 'Kuraroy Z o By America, Inc.' 1/8" HUT STREN'D. GLASS 3/16" HUT STREN'D. GLASS FF F W ? n SILICONE n Q f . N a 10L = m DOWSIL 899 z m SILICONE DOWSIL 899 n O N u T6 tn S 26 N o rnU /' (i x O - OC~7 Nn 8 ri ri. cif» 1 I ri. Q'O-M oaoat �� 1 (1 O��rcY rc / rc / I I rci� A w / / SETTING BLOCKS AT UM. GLASS b w y I` c w REOD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BUD LEG TO CLEAR BLOCKS 4 i O i n J O 0 <_ Q W m E GLASS TYPE 'GI GLASS TYPE 'G2' �— /8" TEMP. GLASS 5/16" AIR SPACE 1/8" HUT STREN'D. GLASS .090" Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' HEAT r-1/B"�DOWSIL 899. GLASS SIUCONE d •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• CARDINAL XL EDGE SPACER ST. STEEL 35 I I SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • THESE DOORS ARE RATED FOF?LARGE & SMALL MISSILE IMPAC? • SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ORODUC f BEVIMO - ee•Pb'ift wit► the Fl. Lap4Wea Oete M�1iL2a, b!'j 119✓�Flp-mom Cs••e1 �• JP4.. 'pZ�ga.7�5- .t drawing no. W12-08 39 3/4' MAX. FRAME WIDTH MAX 12" 5" MAX. HEAD HEAD/SILL A SILL CORNERS I I / III II / II / u it m II// II s n = n oa l u'i n \ II \ II 11 \ II I I \ 11 \ 11 \ B I ACTIVE I LOCK OPTIONS /1 OR /2 (OPTION 2 SHOWN) SEE SHEET 7. FOR DESCRIPTION 0 � m SURFACE APPLIED m'lz FALSE MUNTINS OR DECORATIVE GRILL 26 15/16" D.L. OPG. �o V MAY BE USED 37" MAX. LEAF WIDTH (X) DOORS LOAD CAPACTTY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT.(.) INT.(-) WIDTH WIDTH HEIGHT 39-3/4' 37' 98' 70.0 75.0 76" MAX. r °i IS 1O I a O / L Z- II IT / n --� -- /Ir _____LL_-__ _R____ 11 II __3¢___ 8 l \ LOCK OPTIONS /1 OR /2 \ (OPTION 2 SHQW SEE SHEET 7.1 FOR DESCRIPT10� / / INACTIVE ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED I 26 15/16' 26 15/16' Sd ¢ D.L. OPG. D.L OPG. �JI 37' MAX. LEAF WIDTH (XX) •• • • •• • • • • ••• • GLASS D.L.O. DIMS. • • • • • • • • • • • • D.L.O. HEIGHT = FRAME HEIGHT - 11.125" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125")/2 • • • • • • • • . 000 . . 000 . . . • • • GLAI% CQ�PACIDFrS IN :HI? Sy fa AR•E • NOTE: • 8ASGD ON ASTIM E1360-09 (3 S C. QATS) EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05-DEC-219 DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. IAMINATED GLASS FRAME LEAF FRAME EXT.(+) INT.(-) WIDTH WIDTH HEIGHT 76" 1 37'• 98001 • 7010 758D • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 37 3/16" MAX. u� V o FRAME WIDTH N Z m m 12'MAX _O tVv f W = H 'It < I 5" MA% HEAD CORNERS r F SILL Q; O u 07 O� o IS N n• a� 0 V II II II II II II II 10 a, 4 m JI li n II II II II II II II 11 II !; G dot 4 O GH- O ° n Dao<A a O U) U) to WJOJ U) LL d �Zm_o 00 Q W O F F rn O U a J n ¢ J 8 m Ld Lj o °p � o xv H } d' QC) N J 8 3zrn w N Oao" oo a U Nw SURFACE APPLIED M� Z W W m FALSE MUNTINS OR 32 3/4' ¢ DECOT)BE USED D.L OPG. 'a 00 0 (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY "ODUC F REViSfD ea ecrpi7l�=with t4 F7e,iY c o =' - ambm $opintlo• Dote -r_ t 7 � 1 (y u o oar, C-061 ` p,U R I No170592 Q '•. ! S tE,o' lU�� drawing no. DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELRES SIDELITE FRAME WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) INf.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 98 63.3 63.3 57.8 57.8 53.1 53.1 52.4 52.4 . . rn2l SINGLE SIDEUTE WIDTH DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES 1TITHOUT REINFORCING 1TITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 62 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 1 5.0 REINFORCING AS READ. SEE CHART 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) 5' MAX. � < r � � m m _ SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 3" HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3" O.C. (4) ANCHORS _ AT HEAD/SILL 12 MAX. �\ HEAD (Fi J _ SILL ,-- I �I I !,I I I 11. 1 I 1 I II I I \ II 1 I n ­0 J n \ II \11 LOKOP.YIOS /1 OR//2 \ (0 )ON 1 5 0 ) II \ I 1 SE F SHEET DESCRI .1 10 B II \ I I 1 I 1 I I I I 1 INACTNE ACTNE 1 I I 1 I 1 I I I 1 1 I I i- 32 3/4" 26 15/16' 26 15/16" >.L. OPG. D.L. OPG. D.L. OPG. Zm O� A n W f W i N QIL �n O WN`^ IL N X O tia'A We/ O ¢ " °o 0IL0c toyyw O n Q W D LL p LL iOf -. J z A0!5 -I Q WOE - < I 3 O Q J g m U w ° W U) w > N 0W m 0 00 g 3 Z} c w n W Ooo`- < �<z c'0 O NOTE: WIDTH12 i FOR DOORS CAPACITIES SEE SHEET 2. LEAF y m FOR SIDELITE CAPACITIES SEE CHART ABOVE. sDEL rE FRAME WIDTH 39 3/4" MAX. (SINGLE) u . 0 LOWER VALUES FROM DOOR OR SIDELITE CHART MAX. 76" MAX (DOUBLE) WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT DOOR FRAME WIDTH ° a o o W (oxxo) W MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 GLASS HEIGHD.L.O. DIMS. c - - - D.L.O. T SIDEUTE = FRAME HEIGHT - 11.000' • • • • • • • • • • • • N ° D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" • • • • • • • • • 5 °c . m • -R • • • • • • • • • • ODUC F REVISED {� o • • • • • o • • 0 • • • 0 0 • • • bWlin�6 C�wiN iYt FMN[ .dp`��7`11D7 A11 A-PIL eNo 18-0111.13 Ey4L6• Da 1iJ ` CEN,�c'•., i rc axis 4 _ s • • • • • • • • • • y,Ll ('r`u1i 70582 • • NOS: • • • • • • • pp o • • GLPySS CAPACI•+�IES ppN fTtHI�y S146M AfiE • '1 5 ZY Lk • • • BAS[p ON AS jµ E�30y-09 ()C: GUSTS) Q OF (y� drawing o no. • AND FLORIDA 4BUILD114G COMMISSION • s�,..O ph,.����� ` W.��_08 DECLARATORY STATEMENT DCA05-DEC-219 O ..... . \`A` sheep o ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9/16- MIN. THROW BOLT PENETRATION _ x a a O IS o w J k W PROPERLY SECURED 2BY WOOD BUCK TYPICAL ANCHORS EDGE DIST. 1BY WOOD BUCK OR SEE ELEVATIONS WOOD STRUCTURE FOR SPACING EDGE DIST. SEE NOTE SHEET 1 METAL " EDGE EDGE DIST. STRUCTURE d O S N O N O N N 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING ------------------- ------------------- j MIAMI-DADE COUNTY APPROVED I j II CLIPPED MULLIONII I !SEE SEPARATE NOA ; I GLAZING OPTIONS SEE SHEET 1 7A 7 I I I I 1 I 1 I 1 I s I I I I 1 25 x ANCHORSv a •TYPICAL •TYPICAL EDGE DIST. SEE ELEVATIONS 1/2' MIN. FOR SPACING THROW BOLT PENETRATION 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' CIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES•(M&D/tAAtS): • • • • • • (3) THREADS MIN. PENETiiATION BEYQND SWS-WAT6 • • • ALUMINUM: 1/8" THK. MINA f6063.15 I•RIN.Z : • • STEEL: 1/8" THK. MIN. (jy.= 36.4I IAI411, • • • • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAi EDGE DISTANCE INTO CONCRETE AND MASONW*=o 2-1/614WN. • • • INTO WOOD STRUCTUF 9 1- JIN 0 0 0 INTO METAL STRUCTURE•= 3/i Mlh • • • • • • • • •• •• • WOOD AT HEAD OR JAMBS SG = Q.5•5 MIN. • •• • • • • • • CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. C-90 HOLLOW/FlLLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ••• • • • • ••• • • • • • • • • • • • • 0% •• •• • • • •• •• • • • ••• • • 0 w U. w m 0 _r Z °n 3 O Z • IL Ix c O U N r Oj M O IL 0 0.6r¢ d V In Q O ° Z 0 d W 0LLo = IP_ O 802 m QWOEt� � o ` J o M n' W r f- �� in w }� In 1 0 Z �w m g 3 zr o w n PRODUCE 8EV1is' A O ~WWj.tc fwK�tlk W W -a •� u o m E�ptrYW —=�36� pnu zi o W W �� � , G•ur � w b n t, a a o e o DOOR DETAILS - $ a'� o ``11\111111/T�/ O „I 70592 1NAR� ST 2018 drawingo no. TII 11111 sheet 4 of g TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4' MAX. CONCEALED FLUSH BOLTS O 1/4' MAX. © SHIM LEVERS AT STILE FACE SHIM 3 1BY W ODD BUCK TYPICAL ANCHORS SEE ELEV. 16 ACTIVE LEAF TYPICAL FOf 2 POINT LOCK ASSEMBLY 4 POINT LOCK ASSEMBLY a• • •• IVE LEA INACTF • • • • • ACTIVE bEAN • • • 26 • • • •• • • • • • DOOR DETAILS 1 OCK OPTION �1 EXTERIOR • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• o 1 /4' MAX. S QODUC f i{EYU" r msph7oH wily L4 Flri•r 4.mL EXTERIOR • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• o 1 /4' MAX. S QODUC f i{EYU" r msph7oH wily L4 Flri•r 4.mL I ri o w °la EE.d. AeccPa�ce No'�� G 315r1 3 _ _ 1�1L1unT,,,�. A!'4Lga�''., •� •Ytar� wry c+•eL , ``� Jp�� . ''oV n i AR',1018�� o TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. _ O � u 4 � � 2 GLAZING OF SEE SHEET x 0 i (1: a o a LL o F i o G] N i 4 4A 2 22 DONS 1 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL FOF METAL SEE SP 1 /4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. , u FOR SPACING w ICAL ANCHORS ELEV. SPACING O 112 SMS REINFORCING 16 AS REDD. SEE SHEEF 3 5 AT 5' FROM ENDS AND 11' O.C. MAX. 6 3 ■tom ��. i �L t� 23 4L 15 25 p u u 4 D.L.O. 19 9 D.L.O. EXTERIOR LEAF WIDTH 39 3/4' (SINGLE) `u" c o = $ S - WI 76' (DOUBLE) • o 0 .� • • • • • • • • • MAX. DOOR FRAME WIDTH • • • • • • • • • • • • • • • • • • • MAX. UNIT FRAME WIDTH m 0 c < m o •Ranuc r REVAM PJ .. >W—PFytsg with the Fled& '•., '' 4 ( es.dFae e�m .70592 • ••• A.ecWauc nol O3( •.(� _ .� _ ~ n ••• • • c • • E �k� ts5 = R �2018 _ o • • • • • • • • • • drawing no. W12-08 Air §T OF (y�� • SIDELITE DETAILS p L sheet 6 of g '��I FFIIII1111 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1'TEM p PART p REQD. DESCRIPTION MATERIAL w o pR m o m O 'm q O Q F Qi ZN a Q O c O m 3 U O J m WN % ` ~ OGyn. ciW,4 a0'a^ o paco� Oat& S �r U) N Q W N _ Z 0 JaomQ Qwmik O V o J J v� m �4zW n _ Z ♦.- W N W z (n i N s O LN m O OM N 3 0 v Z3LL m S 3zo n n NJ .. OOW W J LLj 06m r N O �` G o i m A uLuT�n SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. „ •• ••• • • • • • •• o o _ • • • • • • • • • v c < m ••• ••: ••i ••• : i ••• •RGDUCF CEYWO `�n11MT,- 0 •�m.pyL.iwinn<Flafie�P.•W beLding C.d. '•. '� _ , a ' /_ d- a?!S• 13 .` TOM n • • • • . • • • Ames. i • • t E>pfrrla. Mte 'S{ �ly'� i � 20ia�= v • • • • • • • • • • • • • • • BT OF � • • • '� Ion.• drowing no. d' G`�� W12-08 sheet 7 of g MANF./SUPPLIER/REMAKES 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E60J - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELffE TOP &BOTTOM FRAME 6063-T6 - 4A E626 - SIDELTTE 9' BOTTOM FRAME 6063-T6 - 5 E605 - SIDELITE FRAME JAMB 6063-T6 - 6 E606 - SIDELTTE SUP ON JAMB 6063-T6 - 7 E607 - LEAF TOP h BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9' BOTTOM RAIL 6063-T6 - B E608 - LEAF W'STRIP ADAPTER fi063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LFAF ASTRAGAL STILE 6063-T6 - 12 E612 - <F� ALIGNMENT BRACKET 606J-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4' LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12' LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16" UM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. GLASS) 6063-T6 16 E616 - SNAP COVER 6063-T6 - 17 E61} - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REOD. SIDELRE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN k ASSOC. 21 FBR91455 - CONCEALED FLUSH BOLT ROD ST STEEL SULLNAN 8 ASSOC. 22 p12 SMS AS REQO. FRAME ASSEMBLY SCREWS - - 23 p12 % 3/4' - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8' DI0. THREADED ROD STEEL - 25 W11323 - PILE WSTRIPPING WOOL UL7RAFA8 26 E20618-KN-3020 - BULB W'SULIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLOI WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 /10 % 3/4' 2/ ADAPTER iT1 SELF DRILLING SCREWS - - }4 - 2/ LITE SETTING BLOCK, 1/4' X 1/2' % 4" LONG EPDM AT 6' FROM EACH END, DUROME7ER 8035 35 - 2/ LITE SETTING BLOCK, 1/4' X 3/4' % 4' LONG EPDM AT 6" FROM EACH END, DUROMETER BOSS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCKS: OPTION 41: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DLO1-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2- FROM BOTTOM HINGES: 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN h ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIOSPAN (38" O.C. MAX.) HINGES FASTENED WITH /10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION 112: ACTNE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4- FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN k ASSOC.' 1/2- X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED Td STILE WITH (2) /8-32 X 1/2" FH MS INACTNF LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN h ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) /8-32 X 1/2" FH MS I I i� ACTNE 11 INACTIVE ACTNE • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z n OZ �ryZ. O n OIJiI°`m N Mod o U N n 0 50 cyo o 0 LL O < H d O III Np o Q W > LL N Zo o JOma_ W MF F u�Iy Q U o J i 0 g m fn ^ � n W r in W in w D_ NNE So 00 1 C IO m Z 3w m $ 3 zy o w � N J N O O W W 000 M N 1RODUC E REYMB K o r mmoyin with the fu" - A—p Ilse N.If- -b3l7•!y v a E4** A *.I.. � Y(�tlI+I MM �.•d c ._ Tv. y@ .• EN I OF drcwi�g no. 4 000 1 I .078 Y_ .625 5 Fes- 2.062 -�i 1 DOOR FRAME HEAD/SILL 4.031078 LH LEAF �^- 1.750 4.750 TOP/BOTTOM RAIL 9 I .803 04I5 1.047 F� t4 GLAZING BEAD 5/16- GLASS -�{ �.394 �� 03 .803 T_ 050 ��� --i 1.047 GLAZING 7/1C GLASS �.130 .803 .045 I T03IF 4�- -�•i 1.172 BEAD a GLAZING BEAD INSUL. GLASS 500 1.-�. 312 o6z 6 LEAF W'STRIP ADAPTER 094 .312 .442 12 tse4 -�j.750 LEAF ALIGNMENT BRACKET 281 375 r .125 1.574 �G,IhIII{�. 125 3.781 �GI ,3 LEAF CLAMP HINGE BACK-UP PLATE • • 1.290 • • • • •�• • • • 719 SIDELITE MULLION REINFORCING \11• 1711`1;1 0ma6°Oc t REY{8M • • • 118781 4.188 03iwte FnY 9 C :�*•/` = 1Y, RMe MARO'kw`drowioF078 :• • :.• :. },� " ,C,.kf :. to',. 1'.., SIDELITE SLIP ON JAMB 1xx�\` 6 7j�o1 4 �7E Z n a. C Wry ` a a�W it c L ,),M O ~ �a000i 0It.0 .5RZO Q w yOj LL w o _N n 3 m Y z o V � 4 o c 7.531 7A 3.719 Lr ,.507 �1 .078 8.250 F7 4.781 O SIDELITE �4.000--j I 1.507 - 1.750 TOP & T1.625 .078 BOTTOM FRAME 4.719 .078 - 1.750 1.507 - 4.000�i 9 LEAF HINGE STILE = � � V w z N m $ 0 O1 V N J m m N h H !n W N N m 3tM r a M J Z 3 4 m _ 3 Z n Nw J ... 0 u0uj W m f 5.344 4.000 1.750 2.081 1.507 .076 o LEAF LOCK STILE ,.7so BOTTOM RAIL 9" 329 078 � Li.812J 2 FRAME COVER 3.719 L 8.281 1.507-1 .078 9000 • • • • • • • �•tI C O u 0 =GGTG _ ? W i m W o W _ 5.344 .078 .078 T� 1.507 1.750 2081 F-.687 050 1.197 .154 6 SNAP COVER 4_. „ LEAF ASTRAGAL STILE w c m - �1.500 p{ �j 625 4.000 �. 7 �1.500 �j �j .719 4.000 i.507 �. 5 SIDELITE FRAME JAMB < < m Ctiaa13 -...� .. . O,A �-•• SIDELITE 9" BOTTOM FRAME 84.-0 W12 sheet $ of 9 3 DOOR FRAME JAMB ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l 1 ` ��v 0 22 22 w o 22 N � m o �� ��� �� cW0 o / /" / a E V 7 W eri LK�� Lam/ a0 iPl / 060p .oi 0OR� m ��Zon LL W o IL= N _ J�ma uun11 Q Wmi O V o Qz J g � V) ^ w n DOOR FRAME CORNER w 3 V) NW LL SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER o a n a ao J iR!3 z} nJW O W G W u G 12 m car - oorpgirt»ith 09P"Gh I" r� AP NN i& 03/4.13 d p o d III I Ilyl Mi ✓ C.••al c u - - 40 .00 • • • • • • • • • .00 ••• ••� ••� ••• ••• pD. AH��''/ice c . loses • ••• ••• • • • - 1 �(= v o i 0 GIB • • • • • • • • • • g1 of — drawing no. • • • • • •W12— I EAF CORNER / ��issi'O 1 A11��`` tsheet g of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMf•DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street 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 and accepted by Miami —Dade County RER- Product Control Section 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 Section (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 . RER ..es,.. reserves the right to revoke this acceptance, if it is determined by Miami—Dade•�Qenty Product. Nntrol se Section that this product or material fails to meet the requirements of the applicable�j�g code„ . , • *sees* This product is approved as described herein, and has been designed to comply WjU4Uw Flon a $uilding. i • s. Code, including the High Velocity Hurricane Zone. • sees sees ees.. DESCRIPTION: Series "Eco-Guard 550" Aluminum Fixed Window—.L.M.I. ' • • • • • • • • • • • • •I• APPROVAL DOCUMENT: Drawing No. W11-10 titled "S-550 Aluminum � e • • Window (I✓:M.L)" • •. sheets 1 through 6 of 6, dated 02/28/11, with revision E dated 09/27/17, prepared by.41 Farooq Corporation, Ole signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Cdntlol Reyisioi3 stamp....;. with the Notice of Acceptance number and expiration date by the Miami-Dade.Couxty Pro3ucf Control. . Section. y • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0000000 s LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, 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 NOA No. 15-0406.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 17-1011.20 MIAMMADE COUNTY ! 11 � j 1-w q Expiration Date: May 05, 2021 / �7 Approval Date: December 21, 2017 Page I Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision D dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 along with marked -up drawings and installation diagram of an Wum�ium fixp¢..- window, prepared by Hurricane Engineering and Testing, Inc., lfml l4eport No. . HETI-10-3145, dated 12/29/10, signed and sealed by Candido F� FVA, P.E * • • * • - (Submitted under NOA No. 11-0309.07) 000000 •••-• 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20-f §40 • • 0000 • 2) Cyclic Wind Pressure Loading per FBC, TA�!D3 j94 - • • •, along with marked -up drawings and installation diagram of an akl%Vum fi$tg' -' window, prepared by Hurricane Engineering and Testing, Inc., T"44jeports N®. HETI-10-3146, HETI-10-3147 and HETI-10-3149, all dated 12/29/M, sigr1edw sealed by Candido F. Font, P.E. - (Submitted under NOA No. 11-0309.07) • 3. 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 fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3148, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/27/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) Z� `�� A, Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-10-3145, HETI-10-3146, HETI-10.3147, HETI-10.3148 and HETI-10-3149, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) • G. OTHERS • 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window 02 7toms, LLC for theirs...,.: Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I.. *'Moved o$•0S/.02/13• ' . and expiring on 05/05/16. • • • • • • o • • • ...... . . ..... . ...... .. .. . ...... 2. NEW EVIDENCE SUBMITTED • • • • • • • • A. DRAWINGS , •.'... 1. Drawing No. W11-10, titled "S-550 Aluminum Fixed Win&6w.tL.M.I.)"sheets 1:....; through 6 of 6, dated 02/28/11, with revision E dated 09/27/17, prepared byAi-�rooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB InterIayers" dated 01/19/17, expiring on 07/08/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-2 i i Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t° Edition (2014), with FBC 61h Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.11, issued to Eco Window Systems, LLC for their Series "Eco-Guard 550" Aluminum Fixed Window - L.M.T., approved on 07/02/2015 and expiring on 05/05/21. . . .... ...... ...... .. . ...... .... .... . . ...... . . ..... .. .. . ...... . . . . ...... .. z�adt) Wang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-3 0 WINDOW WIDTH �� w 0 - THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. i D.L. OPC. SHUTTERS ARE NOT REQUIRED. • n Z FALSE A1UN0NS (SURFACE APPLIED) m Q m g Fi n 1 n MAY BE USED A 3 Z `� 10 ECO—GUARD SERIES-550 Q f i N ALUMINUM FIXED WINDOW o DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. G r L a JK at u. ON APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE V Q W , c------------ COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING C, O 2 0 as O < g MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. Q .1 b p i li �I 11 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Q W 0 6 6 II --- --y7- WILL APPLY TO ENTIRE SYSTEM. - S J g d II Ir'---- I •� I , wt THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE J Q W II II m REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). O it tl�i 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ^. U o n �I I� TO THE BUILDING STRUCTURE. _j J ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 3- AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE Q U) c MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Z M C A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 3 (W- 10 1/2• ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT THE 0 } �� MAX' 6' MAX. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET 5� m t REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. O n C, ,n HEAD SILL HEAD/SILL CORNERS THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION SAFETY OF THIS PRODUCT, ADEQUACY Z O 0 FOR A SITE SPECIFIC PROJECT, i.e. LIFE Z - TYPICAL ELEVATION OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR a 3 Z r. WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. U N AND TO BE REVIEWED BY BUILDING OFFICIAL IIn n () I W O o m2 1/8' TEMP. GLASS O 3/8' AIR SPACE r1/8' HEAT STREWD. GLASS 1/8' HEAT STREN'D. GLASS 3/16' HEAT STREN•O. GLASS ?, y. .090' Inlerloyer .090' Interlayer 090' Interlayer « Trosifol PVB 'kummy Trosifol PVB 'kuraray Trosifol PVB 'kuromy II 0 Q e 0 By America, Inc.' By America, Inc.' By America, Inc.' 4 o o 1/8' HEAT STREN'D. GLASS 1/8' HEAT STREN'O. GLASS 3/16' HEAT STREN-D. GLASS SILICONE DOW CORNING 899 w I SILICONE t DOW CORNING 899 SILICONE -SILICONE CORNING 899 c y^ m _m 9 5 i uNu�I 70 1 _ 33 5 io • • • • • • 0 r SETTING BLOCKS AT • • M M. GLASS AND INSUL LAM. GLASS 0OR�'„- '> a o 8 g P> m 0 38 i- 3A I m I! ! • • • • • • • • • • • NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS • • < m II I 7 I. 7 • 7 • • • •• • • • • • •• ' ml 0 z O W Bu iil� . 70592 Accept.—_ NI01 • ZO • 000 • F_tPirorian AT 1/4 POINTS ON LITES 9 WIDER THAN 36' ONLY 10 AT 1/4 POINTS 9 ALL SRES A� f/� PoURS ON LffES• O»i. pZI i�:. 9 WID�R THt 3� ONLY Ti v' o • • • •, • • • • • • Tdimm'Dade prodaC�oo,rW �0 O: drawing no. GLASS TYPE 'A GLASS TYPE 'AA' • • GL&S4 TYPE.II • • ••• p �GW11-10 �sheet GLAZING OPTIONS AL �o�111%, 1 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 4.V w W o 0 0 b g W N L Q f 2 d I a /. 0.'00�0° o e7 °0 8 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED C y VERTICALLY OR HORRONTALLY AS SHOWN ABOVE. Q W � npp W u, 4 z m yJ Q W • f O 0 J 19 -1 3 O N O � o Z W n 3 I.- ~ ll x N �to to 4 3 t:o z O 6 e) v 'o I Z 3 u- m Q 3Z� N O p0 N W '00 � O o�RQ Q o °$� c uR f 0 0 •• � 0 8 S • oo� • c NOTE: GLASS CAPACITIES ON THIS SHEET ARE :'T<ooucEREVISED o BASED ON ASTM E1300-09 3 SEC. GUSTS). ` "'"'PIV1n9 w'6t the Flaridt - Beild:ng Ccrie 705g2 • • • • • • • • • • • Acoepance tto • • • • • • • • • • Espustien l>Ate oS o+��ZI �'` • • • • • • • • • • • • • • • • • • • • BI. { ATE OF • • • : • : • • • • • • • • • • Miemi Dnde Pro et Control �/ OR10�'.• \�� W 1 1 _ 1 O /i /7r rini�AL\\\\� sheet 2 of 6 DESIGN LOAD CAPACITY - PSF DESIGN CORD CAPACITY - PSF ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS MIAMI—DARE COUNTY APPROVED MUUJON & MUWON ANCHORS SEE SEPARATE NOA EDGE DST. A TYPICAL ANCHORS I' SEE ELEV. y FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE 1BY vODD I F� 0 0 0 0 0 0 0 a 0 0 0 00 ••• •• • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING WCHORS 'ING y TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4 MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #!12 SMS OR SELF DRILIJNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. -90 HOLLOW/F1LLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. .� ' JGENBF •'•. e .. " • I • • • • • • • • qt tt�'�:rl yi^o w:l.: the flottc�8 _ ; ; S P \ " I • ANCHORS trPICAL•• • • • • • � `°"Ftafce No �• (OII.Zfi • • l,.I�:>rri ,: L:ate 302 '• TATE OF l(i ` SEE ELN. • • • • • • _Q5 �p • t•OR SIWNG • • • • • • •!20R1D�`G.•\� EDGE DIST. 4 Mtane i)as' 7m �ci CenCv:. i���, ruiA1 ,��� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z q n O y W h v `o Zg 9L got (o t o' o ggos 0 ObE GZD u+ � u. g So 0 s aS� Q�mf� U� V. W 1/4- MAX o 1/4' MAX. O SHIMS 1/4' MAX. Z q r 3 16Y SHIM SHIM SHIM WOOD BUCK I O Z n TYPICAL ANCHORS 4 2 TYPICAL ANCHORSSEE FOR SPACING v.>. FOR SSEE PRING 1 1/2" d lM l't U G - - 0 cc In .°� $ R yW Q W= w p U W U) _ O W J v/0Q TYPICAL ANCHORS Q W W f e EXTERIOR SEE ELEV. METAL 1 ` ° FOR SPACING 0 STRUCTURE D.L. OPG. o f J n J I WINDOW WIDTH m � N o Z W n 3 ,W X } (n N to z O "pn MLAMN ROVED COUNTY APPROVED � MPROVMULLION UWON � Z 3� m SEE SEPARATE NOA TYPICAL ANCHORS 3: Z 6 n SEE ELEV. FOR SPACING 'o O No N C) fn W co m O EXTERIOR tj WINDOW WIDTH WINDOW WIDTH04 so 0 o n • • • • • • • • • u c m u o •• ••• •• • • • •• ♦ PJ V ' i • • • • • • • • • • £xairalirx, C�aiz L� � � �- O e • • • • • • • • • cs _. 5; �7� �Q ATE OF�<(/` drawing no. • •• • • • • • • • • • • • DzielPwroa r, Contct ' •�O... •'• \ r ���'/ir/ �OiNA1. E�'G♦: W 1 1 1 O /N 1I1N111\\\ sheet 4 of 6 • • • • • • • • Y • • • • • • • • • • • • • • •• •• • • • •w •• TYPICAL ANCHORS [SEE 0". FOR SPACING FOR SPACING (I MULLION� � EG TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. O SHIMS ALT. 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING - a •L il4.. N O w o ° w � a • •• • • • • ••• • INSTALLATION DETAILS WITH FLUSH FRAME MUTER • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'acme w ,t;prsP.RL o t, . yl i M i-iari T?sd� P. .71xt Contro' o w z w o V) 7 3 t r1 r Z O� co N a 3 z O o NOD Ln Lo W co m o N . 70%2 a • O TE OF At o►� drowing n0. ?, w 1 1-10 (9 FRAME HEAD/SILL/JAMB a452 � — 1.2871I—r 2O SNAP COVER Ir394 .boa 1.047 L GLAZING BEAD (7/16" LAM. GLASS) -{ 2.668 N--.130 .062� .500 fig 2 1.172 .611 •- GLAZING BEAD (INSUL. LAM. GLASS) O FLUSH FRAME ADAPTER 1.750 519 .493 .BOa ,045 1.750 1.047 I F� .493 38 GLAZING BEAD (5/16" LAM. GLASS) O CORNER KEY 4 ITEM PART / QUAN7RY DESCRIPTION MATKM" MANF./SUPPLIER/AEYARHB 1 E503 4 FRAME HEAD/SILL/JAMB 6063-T6 2 E504 4 SNAP COVER 6063-T6 - 3 FY109 AS REOD. GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - 3A E505 AS REOD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 3B FY108 AS READ. GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - 4 /10 X 1-1/4' 3/ CORNER ASSEWEILY WRENS - - 5 E203 AS READ. GLAZING BEAD BULB, DUROMETER 65 SANTUPREE ULTRAFAS 6 PSJ40-SS 2/ CORNER FRAME CORNER KEY ST. STEEL - 7 FLB-50 - GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE 8 FY120 AS REDO. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 9 - AS READ. SETTING BLOCK, 3/16' X 3/4' X 4' LONG EPDM DUROMETER 8035 SHORE A 10 - - NSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL •• ••• • • • • •• • •• • • • • • • •• ••• •• • ••• ••• •FAME RNER �• •• SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. • • nmy4licg w�Jt L'w Florida rluil�n� Code �1 • • .arc,mnce Flel /O!/.ZO • •=xpi:atinn Date p$%— j • • :,tiami Gv. a Prc&s1 CaVrot ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• AN )P•' JSF ' :v ' TAM OF �((X�� drawing no. M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NV'W 80 Street 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 and accepted by Miami -Dade County RER - Product Control Section 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 Section (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 tfVAf?J•may immediately revoke, modify, or suspend the use of such product or material within thajurisdici7M' RER . • • % • reserves the right to revoke this acceptance, if it is determined by Miami -Dade CAn4 ProcV i.Control fails to the the applicable Suni code. • • Section that this product or material meet requirements of � This product is approved as described herein, and has been designed to comply wi* J} e Florida.Puilding • :....: Code, including the High Velocity Hurricane Zone. .... . 0 0000 • • • 0 • DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling WindfAr •t.M.I. • ..:..' APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz*Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19J17,&prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Qpunty Ptoduet- • • Control Revision stamp with the Notice of Acceptance number and expiration date t1"4we 1:4iami-I?4de. ; • • • •; County Product Control Section. '..'.' MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 NOA# 15-0728.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. 'NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA409-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 • • • • • along with marked -up drawings and installation diagram of an alums') m holilafital sliding window, prepared by Fenestration Testing Laboratory, Ip::.Tst RepH*!" o. FTLr-7635, dated 12/09/14, signed and sealed by Marlin D. Brinrot, P.E. (Submitted under N0 4t#14-03-4�A-1) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • 0009 2) Uniform Static Air Pressure Test, Loading per* MC TAS 202:94 3) Water Resistance Test, per FBC, TAS 202-9;1, •„• • 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 2M-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering &*Testing, Lm-.T;st Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido?. Pont, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) S, Aan q zti-qw Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-1 MAP OF BOUNDARY SURVEY N.E. , ,99TH STREET c� A13 �o \o \oV \o 75' TOTAL R/W (PER PB 10-PG.70) ASPHALT PAVEMENT FOUNDy" 9 X/O 50.01 IRON PIPE 69 94, 6& 0 U Lot 5 Block 8 1.0'EAST 9.52' w Lu W Ir L, O U PARKWAY SIGN u� M 5�' CONCRETE SIDEWALK 50.00' x \O \OtiOPL. oh rp O 0 001 C51 q0 34.8' N 15.3' F F.ELEV = 10.56 7,4 9.I "? ONE STORY RESIDENCE No. 70 N F.F ELEV.=111.95 9.25' 34.5 a L x, f/ O X A/C "4D', 17.3' IA /0 � 0 O O e. A/C X "i 0 tO I \p1 3. 0' 1.6 0. I' WEST FOu IRON IPE Lot 19 Block 8 Lot 4 Block 8 X/ 0 a W s W w z 50 00' Lot 20 Block 8 X / c, /O 9 X 6.3' a, N X X ti 1 SEPTIC TANK O X 1 \O . q x �O �O X 22.66' Lot 3 Block 8 _ LO / CQ & /0 . < 90s� �� 90 N 6 X X 100,006 15' ALLEY F X C ASPHALT PAVEMENT /0 Lot 21 Block 8 80.67' M. . ,A s ' FOUND Yz" IRON PIPE 8 &90 9, 09 l� 3' WEST a Lot 2 Block 8 00 0.9'WEST -CNP.P. FOUND Yz x IRON PIPE `n /O Lot 22 Block 8 FOUND Y "� IRON PIPE @PC i Property Address: 70 N.E. 99th Street, Miami, Florida 33138 Project No.18669 Page 1 of 1 Additions and deletions to this Survey Map are prohibited. This Survey Map and Report are not valid without the signature and original raised seal or without the authenticated electronic signature and seal of the undersigning Florida licensed Surveyor and Mapper W 3 0 10 20 Z k. W SCALE: I" = 20' Q I LEGAL DESCRIPTION: Lots 3 and 4, Block 8, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according F' to the map thereof, as recorded in Plat Book 10, Page 70 of the Public Records of W Miami -Dade County, Florida. SURVEYOR'S REPORT AND GENERAL NOTES (Not valid without the attached Survey Map) W 1. Legal Description has been furnished by the client. 2. References to "Deed", "Record" or "Plat" refer to documents and instruments of record as Z part of the pertinent information used for this survey work. Measured distances, directions and angles along boundary lines are in consistency with corresponding values from records, unless otherwise shown. 3. These lands are subject to additional restrictions of record that were not furnished tolthp undersigning registered surveyor. A title search has not been performed. 09 • 4. North arrow direction is based on an assumed Meridian. 044300 5. Only above ground improvements are shown herein. Foundations, underground•featz" and utilities have not been located. 0000 6. Fence ownership has not been determined. Distances from existing fences to IlquMly lines are approximate. Fence/walls width and conditions must be considered to determine true location. Lands located beyond perimeter fences might or might not be being u M%V adjoiners. Adjoining parcels have not been investigated. !! ! • 7. This Survey Map is intended to be displayed at the scale shown hereon. Data is a ore: * in U.S. Survey Foot. ' ' 8. This Survey Map is being prepared for the use of the party/parties that it is certified to and does not extend to any unnamed individual, entity or assignee. *..I 9. FLOOD PLAIN INFORMATION: As scaled from Federal Insurance Rate Map (FIRM) of Community No. 120652 (City of Miami Shores), Panel 0302, Suffix L, revised on Sept 11th, 2009, this real property falls in Zone "X". 10.HORIZONTAL ACCURACY: Accuracy obtained thru measurements and calculations meets and exceeds the minimum horizontal feature accuracy for a Suburban area being equal to 1 foot in 7, 500 feet. 11.VERTICAL CONTROL AND ACCURACY: The elevations as shown are referred to the National Geodetic Vertical Datum of 1929 (NGVD 1929). The closure in feet, as computed, meets the standard of plus or minus 0.05 feet times the squared root of the loop distance in miles. Elevation are based on a level loop from and to the following official Bench Marks: Bench Mark # 1: Miami -Dade County Public Works Department Bench Mark N-568, Elevation = 9.65 feet Bench Mark # 2: Miami -Dade County Public Works Department Bench Mark N-390, Elevation = 8.91 feet I HEREBY CERTIFY TO: Jay A. Yagoda; That this Survey conforms to the Standards of Practice as set forth by the Florida Board of Professi al Surveyors and Mappers in applicable provisions of chapter 5J-17, Florida a=i trative code pursuant to Section 472.027 Florida Statutes. This Survey is accurate Zr,t to the best of my knowledge and belief. Odalys C. Bello-Iznaga Professional Surveyor and Mapper LS6169 • State of Florida Field work date: 06/25/20,18 co, O U cM 0I CM C J >+ tL (0 L 04 Q k�U) m m � o J � � N N W6 arc p 0�u- o U ..I W Z_Zco c�a -- (O O m Q--0` a•i•� > M N V b (n Ice !. • • • �J• W Z dt o •• m • C, +z3 � . u • CONCRETE (COII��C - _CONE BLOCKI� • • • P• : AIA00 DECK ! - = COVERED AREA* ! • • • • - ASPHALT • = CHAIN LINK FENCE (CLI• = WOOD FENCE (WE) ! ♦U- Do- IRON METAL B1:7I4E4F6 .l.��•-� 00lERHEAD WIRES pQ : WATER VALVE WV) • POWER POLE (A)• ! 91, • ! i•G1)Y ANCHOR • • ! !WATER METER (WM) f} = CONC. LIGHT POLE ILE) ® WELL T : STREET SIGN O =SANITARY MANHOLE O = DRAINAGE MANHOLE 0 = MANHOLE = FIRE HYDRANT . = CABLE BOX (CATV) TX =FPL TRANSFORMER gD = CATCH BASIN OR INLET EXISTING ELEVATION Q = PERMANENT REFERENCE MONUMENT (PRM) e =PROPERTY CORNER = PERMANENT CONTROL POINT (PCP) P T = POINT OF TANGENCY P C = POINT OF CLRVATLRE P C C = POINT OF COMPOUND ELI P R C = POINT OF REVERSE CURVE 8 M. = BENCHMARK B R = BEARING REFERENCE T 8 M = TEMPORARY BENCH MARK It = PROPERTY LINE ( = CENTER LINE = MONUMENT LINE CALC = CALCULATED MEAS = FIELD MEASURED P = PER PLAT PSM = PROFESSIONAL SURVEYOR AND MAPPER WE = AIR CONDITIONER PAD ENCR = ENCROACHEMENT F F ELEV = FINISHED FLOOR ELEVATION P B = PLAT BOOK Pi, PAGE ORB = OFFICIAL RECORD BOOK CBS = CONCRETE BLOCK STRUCTURE R/W = RIGHT OF WAY ELEV = ELEVATION SEC = SECTION T = TOWNSHIP R RANGE Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: RENOVATION OF MASTER SUITE WITH NEW IMPACT WINDOWS/DOORS AND SMALL CONCRETE 216 SQ FT PATIO Permit Type Owner Subdivision/Project Construction Type V-B Square Footage Location 70 NE 99 ST Miami Shores, FL 33138 Building (Residential) Bldg. Permit No. RC-8-18-2047 JAY A YAGODA Contractor D. TORR GENERAL CONTRACTORS, INC Date Issued 04/24/2019 Occupancy Single Family Type 216.00 Flood Zone X If the building is located in a special flood hazard area documentation of the as -built lowest floor elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in complianc with the various ordinances of the jurisdiction regulating building construction or use. 9 Building Officials Approval Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE Mami Shores Village Building Department 10050 NE 2 Ave Miami Shores FL 33138 Perrx�ttlllp F-8-18-200np (RaslderitUl) fNorklclass: AadMon/Aiteratlon- ` ° Permit Staltu' . iAporoverd- Issue Date: 10/10/2018 Expires: 03/18/2019 INSPECTION REQUESTS: (305)762-4949 or log on at https://bidg.msvfl.gov/energov_Prod/selfservice Requests must be received by 3:30pm WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:00AM - TOOPM SATURDAY 8:OOAM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY . NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE READILY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION . Owner's Name: JAY YAGODA Job Address: 70 NE 99 ST Miami Shores , FL 33138 POST ON SITE 1132060131050 Owner's Phone: (305)657-7859 Total Square Feet: 216 Total Job Valuation: $ 35,000.00 Contractor(s) Phone Address D. TORR GENERAL CONTRACTORS, IN, (305)301-9913 218 NW 92 ST, MIAMI SHORES, FL 33150 Description: RENOVATION OF MASTER SUITE WITH NEW IMPACT WINDOWS /DOORS AND SMALL CONCRETE 21E SO FT PATIO A I I r"O'k- - al G�A . I 40 11 1 / 15 5,w WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE O f COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPRO EN�S� TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECOR D �JZ AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU � INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Page 1 of 1 i INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Interior Framing Insulation Ceiling Grid Drywall Firewall. Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance Soil Bearing Cert %6 Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWS :DOORS INSPECTION AT SP N Attachment If INSPECTION WORKSPUBLIC DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Gr Slab t= Wall Vough Ceiling R g Roug Teleph"one Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm final Service Work "With ELECTRICAL COMNANTS INSPECTION JDATE JINSP Final Sprinkler Final Alarm 7 PLUMBING- - INSPECTION DATE , INSP Rough -<'.:,._a 1 C re`® Water Service 2"d Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final PLUMBING COMMENTS MECHANICAL INSPECTION I DATE INSP Underground Pipe Hood Rough ' Pressure Test Final Hood Final Ventilation Final Pool Heater final Vacuum MECHANICAL COMMENTS