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RC-13-1910Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-197779 Permit Number: RC -8-13-1910 Scheduled Inspection Date: July 17, 2014 Inspector: Rodriguez, Jorge Owner: CONSUELO BECERRA, JORGE 0"W "'M Job Address: 34 NW 96 Street Miami Shores, FL 33150 - Project: <NONE> Contractor: Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition/Alteration FORMULA DEVELOPMENT & CONSTRUCTION MANAGMEN Building Department Comments INSTALL NEW DOUBLE IMPACT DOORS AND ENCLOSED OF EXISTING Gallery USING IMPACT DOORS. Phone Number Parcel Number INSPECTOR COMMENTS False 1131010330480 Phone: (305)725-6264 July 16, 2014 For Inspections please call: (305)762-4949 Page 1 of 28 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. July 16, 2014 For Inspections please call: (305)762-4949 Page 1 of 28 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-197793 Scheduled Inspection Date: April 17, 2014 Inspector: Rodriguez, Jorge Owner: CONSUELO BECERRA, JORGE g4l""'M Job Address: 34 NW 96 Street Miami Shores, FL 33150 - Project: <NONE> Permit Number: RC -8-13-1910 Permit Type: Residential Construction Inspection Type: Window Door Attachment Work Classification: Addition/Alteration Phone Number Parcel Number 1131010330480 Contractor: FORMULA DEVELOPMENT & CONSTRUCTION MANAGMEN Phone: (305)725-6264 Lsuiming uepartment comments INSTALL NEW DOUBLE IMPACT DOORS AND ENCLOSED OF EXISTING Gallery USING IMPACT DOORS. INSPECTOR COMMENTS False April 16, 2014 I� For Inspections please call: (305)762-4949 Page 3 of 30 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. April 16, 2014 I� For Inspections please call: (305)762-4949 Page 3 of 30 Edward A. L _ a P.E. C 0 N S U L T I N G ENGINEERS April 14, 2014 Village of Miami Shores Building and Zoning Department 10050 NE 2"d Avenue Miami Shores, Florida Attn: Building Official Re: Residence 34 NW 96th Street Miami Shores, Florida 33138 Dear Sir; This letter is to advise that we approve the gap between the side of the fixed window opening and the concrete wall. The gap is less that the spacing shown on the Product Approval (NOA No. 12-0801-02). In addition, the gap may be filled with a backer rod and approved caulking material. The window installation does not require side anchors to the wall per the NOA. Please call if we can provide any additional information. 2aru'A. try yours Landers, P.E. President 7850 NW 146TH STREET, SUITE 509 Y NHAIVII LAKES FL 33016 r PHM: (305)523-3938 * FAX: (305)823-9355 April 14, 2014 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Residence 34 NW 9& Street Miami Shores, Florida 33138 Dear Sir; Edward A. LANDERS, P.E. CON' 8ULoING ENGINEERS This letter is to advise that we approve the installation of a 2"x6" PT wood buck on the underside of the concrete beam over the door opening. The wood buck is attached to the concrete beam with Tapcons along the length of the buck. In addition, the door unit is attached with Tapcons that pass through the wood buck and into the concrete with 1 %z" embedment per the spacing requirements of the Product Approvals (NOA No. 12-0801.02). Please call if we can provide any additional information. Very trul ogn and A...E. President 7850 NW 146TH STREET, SUITE 509 - MIAMI LAKES FL 33016 -- PHN: (305)823-3938 * FAX: (305)823-9355 1� rami Shores Village Building Department NJ 90050 N2 2nd A venin btu Shaaes. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 D"PECnOWS PHONE NUMBER: (305) 764949 l ,e—, T6WA FBC20t9, PERMIT �� Permit No. APPLICATION �1,�� I Per** No. Permit Type: BUILDING ROOFING JOB ADDRSb'S: Y-, Ckr - maw - P0lia&eme18; J I -a10 6 —®31- + yo _ � cr: a�A,� D h the Building HM� Dedpatak Yes OWNER: Name fte Simple Lt 1 iazi 1160( r State: TenalvIAM Name: BMW: CONTRACTOR: Addrs: s, chr. —MMOV State CCrtl kwion or Registration #: C b�Gf�$: Ar�;itactlEngineer. 6 q�F PbO�k Cel Of CQmp"Pncy C. il W+ui �suA,�YIW'ti�__ F • Value of Work, toF Pernat: s 12. �� Type o4 Work: on OAlteradon �N�eae'.$'ootage of Work n uns vn h at:.�`�irj i, l Itch) ru,. , � . �w�., �,:.�. ` A _ __'air/Repla� r ODeax►ti,�ton sulunited Fee , 0 0 Pew Fee $ CCF , Com Fee ....Radon Fee bBP $ gond $ N0� $ TratntngiF�tneat�n Fee $ -.,...�._ Te�'baatogy Fee $ Double Fee $ stru�l Review $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Nance (if applicable) Mortgage Lendea's Address City 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 perfarmed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate penuit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, RJRNACFS, BOUJMS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFMAVIT: 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 EopROVEMENTS 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 cen ied copy of the recorded notice of commencement must be posted at the job site for the ,first inspection which occurs seven (7) days ager thebuilding permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Si Signature Owner or Agent CAntnactor The ac owledged Wor, me this NU day of 320 1 who ' y a or alio has pm _cec�- As identification and who did take an ostb. NOTARY PUBLIC: Si Print. eke: My Commission* EXPIRES: APM 22, 2014 °' BondedTMuBudg�No�I,1 "dEOFF��' The foregoing inoviperit was ackaowleoged b*me me thinf 9 of = 1� day of by who is - bo or who hapr as Identi8t anion ami white did t.0b,a4 oph. NOTARY PL%I IC: APPROVED BY Structural Review (Revised 3n2=l2XVZW ed 07110/07)(Revfsed dV10/M)M-e►'W 311SAM Print: my FEMMDOtelt,r�tlws4a EXPIRES: Apfi122, 2014 Bwwt" B No" Bs Clerk . A 7210 SW 126th Court, Aniano J. Garcia, PLSM Miami, Florida 33183 Land Surveyor & Planner Property Address: 34 NW 96th Street, Miami Shores, Florida 33150 Legal Description: Lot 7 and the East 25 feet of Lot 8, Block 131, of "MIAMI SHORES SECTION NO 6", according to the Plat thereof, as recorded in Plat Book 10, at Page 39, of the Public Records of Miami -Dade County, Florida. There may b ea m sh / r other inst lie s ff ' i is properly, re `. a ublic Records not shown on this suryey. The purpose of this survey is for use in obtaining title insurance and financing and should not be used for construction purposes or plans. I P. I J Ph (305) 856-4566 Record Survey Fax (305) 595-1454 l Scale 1"= 20' ------------------- 15' ----- -----------15 Wide Alley Asphalt Pavement ui 15.00' FN m E as 0 r CL 5 0 Lq Q Lu N N 0 Lf) r r m E a a° y a s CL 4 lI I o Z 15.00' —.— — 1 FIP N90 00 00 E 185 „ 4 U O U Visual Encroachments Noted: None eo. 0.60' Lot 7, Block 131 I I The E 25' at Lot B, Lfi Block 131 Wood Jy 'Deck 12.1 w f{ AC 11.5 Lot Line Zia i:. i I TRK .. x Wood Gate N 90000'00" E 75.00' Parkway Asphalt Pavement 4.95' *9 15.10' u) N 'P9. Ash FIP 2., Or Sidewalk __]U C 0 U For. iConc Curb Consuelo Becerra; Jorge Bonamino; venetian Title _ NW_ 96th Street Services, Inc.; Fidelity (80' Total R/W) Gra _ edian National Title Insurance LEGAL NOTES Drniaon'o Field work 10-20-2012 Company; Branch Banking This Survey does not reflect or determine ownership; Examination of the Abstract of Title will and Trust Company, Its have to be made to determine Recorded Instruments, if any, affecting the property, This Successors and/or Assigns, is �1� to dedications, limitations, restrictions, reservations or Malts of records; J. LSM 105 ATIMA, P.O.Box 7933, Legal Description provided by cliert; The Liability of this Survey is limited to the cost of the Springfield, ox 45501-7933 Su� Underground Encroachments, 'd any, are not shown; This firm has not attempted to N v w out the signature locate footing and/or foundations and/or underground improvements of arty nature; B shown, an the origin raised seal Bearings are referred to an Assumed Meridian; If shown, Elevations are referred to National of a rida lice ed surveyor Order No 12-0307 Geodetic Vertical Datum of 1929 (NGVD 1929) and map A = Arc Length; AC = Air Conditioner, AE - Anchor Easement; BC = Block Comer, SM = Bench Marts; BOB — Basis Of Bearings; (C) - Calculated Dimension; CB = Catch Basin; CBS - Concrete Block Structure; CFW - Concrete Fence Wall; CH - Chord Length; CHB = Chord Bearing; Cl - Clear, CML City Monument Line; CO CME = Canal Maintenance Easement; Conc — Concrete; DE — Drainage Easement; DME = Drainage & Maintenance Easement, Or = Drive; E - East; Elev - Z O Elevation; ENCR - Encroached; ETP — Electric Transformer, FDH - Found Drill Hole; FIR = Found Iron Rod; FFE - Finished Floor Elevation; FH - Fire Hydrant; FIP Q H — Found Iron Pipe; FN - Found Nail; FT = Feet; LME — Lake Maintenance Easement; LB = Licensed Business; LFE — Lowest Floor Elevation; LP - Light Pole; (M) - Measured Dimension; ME — Maintenance Easement; MON - Monument; N = North; NGVD 1929 — National Geodetic Vertical Datum of 1929; NTS - Not To Scale; Z OE = Overhead Cables; OH = Over Hang; ORB = Official Record Book; O/S = Off Set; Pb = Plat Book; PC = Point of Curvature; PCC = Point Of Compound W W Curvature; PCOR = Property Comer PCP = Permanent Control Point; Pg Page; PL = Planter or Property Line; PLS = Professional Land Surveyor, PLSM = 0 a_ Professional Land Surveyor and Mapper, POB = Point Of Beginning; POC = Point Of Commencement; PRC = Point Of Reverse Curve; PRM = Permanent Reference J m Monument; PT - Point Of Tangency; R — Radius; (R) - Recorded Dimension; RLS = Registered Land Surveyor and Mapper, R/R - Rail Road; R/W = Right Of Q Way; See = Section• T - Tangent; S = South; SIP — Set Iron Pipe With Cap Stamped PLS 5105; UE - Utility Easement; UP - Utility Pole; UTY — Utility; W — West; WF - Wood Fence, WM = Water Meter, WV - Water Valve; q - Centerline; —x= - Chain Link Fence; ® - Concrete Wall; ' — Degrees; e = Central L Angle; 0 — Diameter, )#' — Existing Elevation; ' = Minutes; ' = Seconds; —a— - Wood Fence 'U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program ,A1 ELEVATION CERTIFICATE Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION Becerra and Jorge A. Bonamino OMB No. 1660-0008 Expiration Date: July 31, 2015 FOR INSURANCE COMPANY USE Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number. I 34 NW 96"' Street City Miami Shores State FI ZIP Code 33150 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 7 and the East 25 feet of Lot 8,Block 1,31, of "MIAMI SHORES SECTION NO 6", PB 10, Pg 39 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 25.8663" Long. -80.1982° Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 2 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1950 sq ft a) Square footage of attached garage na sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade 1 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 325 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® 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 B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12086CO302L L 09-11-2009 Effective/Revised Date Zone(s) AO, use base flood depth) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation 09-11-2009 X na B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: 1311. Indicate elevation datum used for BFE in Item B9: ® 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 ® No Designation Date: ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction" ® 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, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: BM No N-568 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. ® 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) 10.6 ® feet ❑ meters b) Top of the next higher floor 13.14 ® feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) na. ® feet ❑ meters d) Attached garage (top of slab) na. ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 11.33 ® feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 11.1 ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 11.8 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support M. ® feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a -°;l >. „y ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No SEAL HE Fi- �Q Certifiees Name Aniano J. Garcia License Number 5105 Title Land Land S or & Mapper Company Name na Address7 0 SW 126t" City Miami State FL ZIP Code 33183 Signa re Date 09-06-2013 Telephone 305-856-4566 F A Form 086-0-33 (7/ 2) See reverse side for continuation. Replaces all previous editions. ~s -i -YR i rvn a n mom i L., Naa,W i 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. 34 NW 96th Street City Miami Shores State FL ZIP Code 33150 Company NAIC Number. SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Latitude and L ude by Go le Earth; Highes Crown of Road 10.81 feet; Machinery in C2. e) is an air conditioner compressor on the West side of the house Date 09-06-2013 I'C UILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—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 8-9 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 servicing the building is ❑ feet ❑ meters ❑ above or ❑ below 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 community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Properly Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments Check here if attachments. 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 I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. 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: 34 NW 96th Street City Miami Shores State FL ZIP Code 33150 Company NAIC Number: 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. Front View 09-06-2013 Rear View 09-06-2013 East Lateral View 09-06-2013 West Lateral View 09-06-2013 FEMA Form 086-0-33 (7/12) Replaces all previous editions. , , 2 . ......: r..........:.....:..� .. .... ... .. ....,y........ ..... . ....� . ..: ..... l V : i q„>,�. •..tv...,. .. :. ,:. ............. .... .::,.. ......:.'i•�nje...j..vi.v.....w.::,.v,o.::::..o'.{.�r{2/.,/,::::;; �:.,e:a ..y. .. ............ •' .. ... •y. ..i!.•I/:..... .. -••w ./�••.i.. ....P 4 MIAMFD MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F(786) 315-2599 NOTICE OF ACCEPTANCE OA W"-Miamidade.sov/nerai ES Wiindows, LLC i 10653 NE Quaybridge Ct. Miami, FL 33138 .SCOPE: This NOA is being issued under the applicable r les d t' overning the use of construction materials. The documentation submitted) has be accep a by Miami -Dade County PERA- Product Control Section to be used in Miami D o other s 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. PEIiA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4000" Aluminum Sliding Glass Door - L.M.L APPROVAL DOCUMENT: Drawing No. W03-100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 11/08/03 with revision "G" dated 03/06112, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: 1. Glass lites wider than 3b" shall have two setting blocks per FBC requirements. Z. Exterior (positive) design pressures are Iimited to +70 PSF w / 21/2" sill and to +80 PSF w/ 31/4" sill. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla. Colombia, models/ 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. 09-0210.07 and consists of this page 1, evidence pages E-1 and E2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. Mlwl�►ne NOA No. 12-0312.03 Expiration Date: March 18, 2014 Approval Date: May 24, 2012 {�� X31 t9i Page 1 ES: Windows,.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer! -9 die drawings and sections. (Submitted under previous NOA No. 08-0204.06, 0"117.05 and 03-120&02) 02) 2. Drawing No. W03-100, titled "Series -4000 Aluminum Sliding Patio Door (LMI), sheets 1 through 8 of 8, prepared by Al-Farooq Corporation, dated 11/08/03 with revision "G" dated 03/06/12, 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "A -A" sliding door, Grade ' 10, Level LV 1 per ASTM F 588 and per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SIiding Glass Door, prepared by Fenestration Testing Laboratory, Inc., for the following Test Report(s) No.('s): a) FTL-5471, dated 01/24/08, signed and sealed by Michael R. Wenzel, P. E. (Subbed under previous NOA No. W041 b) YM -4287, dated 09/22/04, signed and sealed by Joseph C. Chan, P. E., (Submitted under previous NOA No. 04-1117.05) c) FTL-4287, dated 09/22/04, signed and sealed by Edmundo Largaespada, P.E., (Submitted under previous NOA No. 04-1117.05) d) FTL-3908, dated 10/09/03, FTL-3909, dated 09/26/03 and FTL-3910, dated 09/30/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted under previous NOA No. 03-1208.02) C. CALCULATIONS 1. Anchor verification calculations and. structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/09/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E130044 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0312.03 Expiration Date: March 18, 2014 Approval Date: May 24, 2012 E-1 ES Windows. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc; - for their "DuPont Sentry Glass@ Interlayer" dated 05/26/2010, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC,2010, dated 03/05/12, signed and sealed by Javad Ahmad, P. E. 2. Distributor Agreement between, E.S. Windows - Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., -dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro, respectively. . 3. Laboratory compliance letter(s) for the following Test Report(s) No.('s): a. FTL-5471, dated 01/24/08, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 08-0417.03) b. FTL4287, dated 09/22/04, signed and sealed by Joseph C. Chan, P. E., (Submitted under previous NOA Na 04-1117.05) c. FTL-4287, dated 09/22/04, signed and sealed. by Edmundo Largaespada, P.E., (Submitted under previous NOA No. 041117.05) d. FTL-3908, dated 10/09/03; - FTL-3909, dated 09/26/03 and FTL-3910, dated 09/30/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted under previous NDA No. 031208.02) G. OTHERS 1. Notice of Acceptance No. 084417.03, issued to ES Windows, LLC for their "Series 4000 Aluminum Sliding Glass Door-L.M.I.", approved on 04/01/09 and expiring on 03/18/14. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 12-0312.03 Expiration Date: March 18, 2014 Approval Date: May 24, 2012 E-2 192' MAX. DOOR VADTH B° MAX. 1S' MAIL AATTUF STER%SILL (STICACHORS TIONs) O HEAD/ELL HEAD/SILL SEE DETAIL ON SHEET 3 CQRNERS A Qr a67gs� ago aMa G( M y r� a ♦ _ i i z 43 11/19" MAX. 111 N 49 1/18' MAX. D.L. OPG. v1 A PANEL. WIDTH 49 8/18` MAX. PANEL WIDTH TYPICAL ELEVATION TESTED UNIT SERIES -4000 ALUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. o e g THIS PRODUCT HAs BEEN DESIGNED AND TESTED r0 COMPLY t'PffH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VEIDCI Y g o m r n HURRICANE ZONE (HVHZ} WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Q LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CRS ZED WITH LAMINATED GLASS RATED FOR nBnL7Vp. ° EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. LAROGLA GE & SMALL -MISSILE IMPACT AND REQUIRE NO SHUTTERS, r -R�705d ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. I'1 aso wAlh Fkft b A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Browing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THATCOME REQU IIREMENTS N WITH -FFLORIDA BLDG. COLD MATERIIAIf.S HALL MEET THE AR 0 8 2012' W03— 1 00 2003.8.4. Miami Prodrt^_r�nlsheet 1 of S C D E F G G � • � V V e a H.S. GLASS ' INTERLAYER RYOLAS BY 'DUPONT' 5,10° H.S. GLASS 9 GLASS TYPE 'A 7 18° H.S. GLASS .OW INTERLAYER BUTAME PQ SY 'DUPONT' Fx3/18' H.S. GLASS 4I SILICM E 795 n GLASS TYPE 'B' 5/32' HEAT STREN'D CLASS WD° INTERLAYER SUTACRE INS BY 'OUPONT'. 1/4° HEAT STREN'D 91AS9 SILICONE DOW CORNING 798 i I GLASS TYPE 'C' SEE SHEET 3 FOR XO OR XX DOORS WIfN WAVY REMFORC04G DESIGN LOAD CAPACITY — POF (ALL CONFX°URATIONS SHOWN ON THIS SHEET) GLASS TYPES 'A', 'H' OR 'C' PASOm wm FSI 0*0 NO RRINFOR'G MRDIDM REINFOR'G HEAVY REINF'G EXT. (+) MT. (-) EXL (+} WT. (-) EXT. (+) MT. (-) 30 38 42 48 80 70.0 800 700 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 800 - - 70.0 80.0 70.0 80.0 - - - - 70.0 80.0 - - - - 70.0 80.0 30 36 L4884 42 - - 700 80.0 70.0 80.0 - - 700 80.0 70.0 80.0 - - - - 70.0 ao.0 70.0 80.0 XOXXOX (SHOWN) PRODIJCI' mida X0 (SHOWN) OXO (SHOWN) xXx (SHOWN) OXXO XXXO(SHOwN) t,1e•.. OX XXX XXXX XX APPROVED CONFIGURATIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 4 drawing no. W03— CLUSTER OF ANCHORS SEE DETAIL BELOW 72' DOOR WIDTH gg S° MAX 8' MAX, 1YP. 1. HEAD/SIU, A HEAD/SILL i CORNERS ^^� tTQ9ii SEE SHEET 2 FOR DDORS WITH MEDIUM OR No REINFORCING ,o $ r PARM Ilium i� NOMM �� C D HINOM 8 M NOTE: o_ GLASS CAPACITIES ON THIS SHEET ARE "a ;o a BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 g THE SHOWN EXT. {+) LOADS REQUIRE a 3-1/4• SILL HEIGHT (DTL 81 ON SHEET 4)• >- REDUCE EXT.(+) LOAD CAPACITY TO +70.0 PSF F 2-1/2' SILL HEIGHT 6 USED a WT.(-) LOADS REMAIN UNCHANGED. 31 On F DLL OPO. X731 31 3/8- 37- D OPO. PANEL WIDTH 37° PANEL WIDTH TYPICAL ELEVATION c g �e �v 203 !09 o a JAY i4 e 7' X0 OX DETAIL CLUSTER OF ANCHORS AT STILE END c_ !MAR droving no. APPROVED CONFIGURATIONS 2012 W03-� 1 0 ,1 sheet 3 of 8 DESIGN LOAD CAPACITY - P8F (OX OR XO ONLY) GLASS TYPE,9 'A' OR 'D' HEAVY REDYF'G (SEE DETAIL SHEET S) ,,� EXT. (+r INT. c—r 30 90.0 103.0 80.0 103.0 38 42 � 80.0 103,0 a9 eo.o ,os.o >D 36 � 90.0 ,03.0 80.0 103.0 30 38 , 00 80.0 103.0 80.0 103.0 8° REWDINO CUP + AT HEAD g slu O TYPICAL ANCHORS IN PAIRS SEE EI.EV. FOR SPACM .I STEEL . 1/8" THK. MNL ALLIMWUM - 1/8" THX.. MIN. (8083-75) SEE SEPARATE NOA TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACE40 TYPICAL ANCHORS IN PAIRS WHITE/ALUMINUM COLORED SILICONE. WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. �%lV P+ g TYPICAL ANCHORS: SEE ELEV. FOR SPACNO 1/4' DIA, ULTRACONS BY 'ELCO(Fu-177 KSI, Fy-155 KSI) O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD a W2 a 3/4' WEEP NOTCH AT EACH END c THRU 1BY BUCKS INTO CONC. OR MASONRY W3 - 3' X 1/4" WEEP HOLES AT 2' FROM EACH END 1-1/4' MIN. EMBED INTO CONC. OR MASONRY FMt DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY PRODTSCPftBVL� avmmplyMgw06d1eFlmtda No L- a � 1 /4' DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 OR5) � YI l••G/ y1y� INTO METAL STRUCTURES O m u. l9 STEEL : 12 GA. MIN. (Fy o 36 KSI MIN.) a S ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) n epn JAVAD AHMAD CML (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 812 SMS OR SELF DRILLING SCREWS FLA. . 78592 i 579 .. INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') (NO SHIM SPACE) g! MIN. EDGE DISTANCES INTO CONCRETE AND MASONRY - 2-1/2" MIN. 4 INTO WOOD STRUCTURE o SEE DETAIL (A) no. . � 9 9 2Ut2 INTO METAL STRUCTURE m 3/4' MIN. ¢ CONCRETE 1'c = 1000 PSI MIN. I'm PSI 4 cI $ M a MASONRY . 1500 MON. Q Z SEALANT: vi •• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH N WHITE/ALUMINUM COLORED SILICONE. WEEPHOLES: WI - 1-3/4' WEEP NOTCH AT EACH END W2 a 3/4' WEEP NOTCH AT EACH END c W3 - 3' X 1/4" WEEP HOLES AT 2' FROM EACH END PRODTSCPftBVL� avmmplyMgw06d1eFlmtda No L- a � � � � YI l••G/ y1y� O m u. l9 n epn JAVAD AHMAD CML TT FLA. . 78592 i 579 .. drawing no. . � 9 9 2Ut2 W03--100 Sheat 4 cI $ SUCK FIX. PANEL ON -,OOUTSIDE TRACK 1/4- MAX. Sm 110 X 1/2" PH SMS C+ FIX. PANEL ON INSIDE TRACK 4- MAX. N 0 O INTERLOCK STU" ASTRAGAL STILE EXTERIOR DODR WIDTH HEAVY REINFORCING AT INTERLOCK & ASTRAGAL STIM -m SCREEN OPTL. O INTERLOCK STILES Q TYPICAL ANpKORS IN PAM OSEE ELEV. FOR SPACMG G 1/4- SHIM MAK. $� ti 1 3 b p• sb ShM� oz� 0 9 2012 H! HIT, &o1Ang ng. NO3-1 00 �4ra V D E # ------ - - ----- -- ygy{ R S g� g� `ea iR INTERLOCK STIIM ASTRAGAL STILE 31 1- PP 4 SCREEN oPTI.--- ------ zz g $z MEDIUM RMINFORCING � v AT EXT. INTKRTACK & ASTRAGAL STILES in g O IS PC . � N ' gow�o EN, .. W AI °p 3 MEW PRODTTCPRAYlsw RAM CML C �l`0 0� CA.R. ' 8 SCREEN OPTLr--- ------ © 0 2012 NO REINFORCING W03-100 Sheet 5 of 8 ITBM � PART @ QDANTITY DBSC@TPTION MATBRiAL MANF./BUPPi1SR/88MARS8 I ES -4001-1 1 FRAME HEAD 8083-T8 2 6-4002-1 1 STD. FRAME SPILL X83 -TB - 2A - 1 F9 -RISE FRAME 9LIMF L X63 -TB - 3 ES -4003-1 1 FRAME JAMB 8083-T8 - 4 ES -4W4-1 2/ PANEL TOP AND BOTTOM RAO. X89 -T9 - 9 F5-4005-1 AS REOD. LOCK STILE X83 -T9 - 8 ES -4008-i AS RE00. INTERLOGC p83 -TS - 7 ES -4007-1 AS READ. FEMALE ASTRAGAL 6063-T8 - 8 ES -4008 AS REOD. TOP & BOTTOM RMI. STIFFENER 8083-T8 - 9 EB -4W8 2/ PANEL PANEL GUIDE (TOP ONLY) C0.CON NOT SHOWN 70 ES -4050 2/ PANEL RETAwfR CLIP, 8• LONG 8083 -TB - 73 ES -4013 AS READ. OLAdwO WEDGE - - 1a ES -4014 AS READ. BOTTOM RA6. (BASS STOP NEOPRENE - 14A ES -40$9 AS RFAD. SILICONE STOP N£OARENE - 18 W2324iNK AS REOD. STILE &JAMB W'STRIPPwQ - MASS PANELS, ULTRAFAB 18 028847'OK AS REOD. TOP RAO. W'STRPPPINA CLASS PANELS, ULTRAFAB 77 ES -4018 AS RE00. BOTTOM RAIL W'STRIPPwO VINYL. GLASS PANELS 19 Q10X1-1/4° PH SMS 8/ PANEL PANEL ASSY SCREWS CLASS PANELS 19A /10X1° FN $AB Z/ CORNER FRAME ASSY SCREWS - - 20 TA -36-1838-4281 2/ MOV. P MASS PAPll1 ROLLER ASSY. ST. STE0. 1-1/4' O.D. WHEELS 21 ®10%1-1/4" PH SMS I/ ROLLER ROLLER OST. - GLASS PANELS ONLY 23 ?�-LOSS +/ MOV. PANEL M I.00dC ST. STEEL - 24 - 2/ LOOK LOCK 9L4YALLATKIN SCREW - �B-32 X 1/2° FH LIS. ST. STEEL z6 637 ,/ LOCK LOCK STROCE PLATE PLATED STEEL - 28 �f0 PH SMS 2/ LOCK STRIKE PLATE MOUNT. SCREW - NOT SHOWN 27 �823Z 1/ LOCK OVIEWOR AND EXTERIOR PULL - (3) g8-32 % 1/2" FH MS, ST. STEEL 28 E34D28 AS R.E00. StLL PoSLR BD83-T8 - 29 ES -4017 2/ PANEL FOIED PANEL CUP (OUTSIDE PANEL) BQ&1-TS - 29A ES -4020 2/ PAN0. FOfED PANEL CLIP QNSU)E PANEL) BD63-TS FOR Q%0 DOORS 30 810X1/2° PH SM8 2/ CLIP FO0:0 PANEL CLIP FASTENER - - 31 - AS RE00. 1/4• X +-t/2" REOO'ORCwA BAR STEEL - 32 - AS REOO. 1/2" X 7-t/2• REWFORCINQ BAR STEEL - 33 P38024FK A9 REOD. 3° LONG SELF AOHE8IVE PILE PAD WOOL AT HEAD AND SILL 34 2/ SIDE BUMPON NEOPRENE - �4ra V D E # ------ - - ----- -- ygy{ R S g� g� `ea iR INTERLOCK STIIM ASTRAGAL STILE 31 1- PP 4 SCREEN oPTI.--- ------ zz g $z MEDIUM RMINFORCING � v AT EXT. INTKRTACK & ASTRAGAL STILES in g O IS PC . � N ' gow�o EN, .. W AI °p 3 MEW PRODTTCPRAYlsw RAM CML C �l`0 0� CA.R. ' 8 SCREEN OPTLr--- ------ © 0 2012 NO REINFORCING W03-100 Sheet 5 of 8 ITBM � PART @ QDANTITY DBSC@TPTION MATBRiAL MANF./BUPPi1SR/88MARS8 I ES -4001-1 1 FRAME HEAD 8083-T8 2 6-4002-1 1 STD. FRAME SPILL X83 -TB - 2A - 1 F9 -RISE FRAME 9LIMF L X63 -TB - 3 ES -4003-1 1 FRAME JAMB 8083-T8 - 4 ES -4W4-1 2/ PANEL TOP AND BOTTOM RAO. X89 -T9 - 9 F5-4005-1 AS REOD. LOCK STILE X83 -T9 - 8 ES -4008-i AS RE00. INTERLOGC p83 -TS - 7 ES -4007-1 AS READ. FEMALE ASTRAGAL 6063-T8 - 8 ES -4008 AS REOD. TOP & BOTTOM RMI. STIFFENER 8083-T8 - 9 EB -4W8 2/ PANEL PANEL GUIDE (TOP ONLY) C0.CON NOT SHOWN 70 ES -4050 2/ PANEL RETAwfR CLIP, 8• LONG 8083 -TB - 73 ES -4013 AS READ. OLAdwO WEDGE - - 1a ES -4014 AS READ. BOTTOM RA6. (BASS STOP NEOPRENE - 14A ES -40$9 AS RFAD. SILICONE STOP N£OARENE - 18 W2324iNK AS REOD. STILE &JAMB W'STRIPPwQ - MASS PANELS, ULTRAFAB 18 028847'OK AS REOD. TOP RAO. W'STRPPPINA CLASS PANELS, ULTRAFAB 77 ES -4018 AS RE00. BOTTOM RAIL W'STRIPPwO VINYL. GLASS PANELS 19 Q10X1-1/4° PH SMS 8/ PANEL PANEL ASSY SCREWS CLASS PANELS 19A /10X1° FN $AB Z/ CORNER FRAME ASSY SCREWS - - 20 TA -36-1838-4281 2/ MOV. P MASS PAPll1 ROLLER ASSY. ST. STE0. 1-1/4' O.D. WHEELS 21 ®10%1-1/4" PH SMS I/ ROLLER ROLLER OST. - GLASS PANELS ONLY 23 ?�-LOSS +/ MOV. PANEL M I.00dC ST. STEEL - 24 - 2/ LOOK LOCK 9L4YALLATKIN SCREW - �B-32 X 1/2° FH LIS. ST. STEEL z6 637 ,/ LOCK LOCK STROCE PLATE PLATED STEEL - 28 �f0 PH SMS 2/ LOCK STRIKE PLATE MOUNT. SCREW - NOT SHOWN 27 �823Z 1/ LOCK OVIEWOR AND EXTERIOR PULL - (3) g8-32 % 1/2" FH MS, ST. STEEL 28 E34D28 AS R.E00. StLL PoSLR BD83-T8 - 29 ES -4017 2/ PANEL FOIED PANEL CUP (OUTSIDE PANEL) BQ&1-TS - 29A ES -4020 2/ PAN0. FOfED PANEL CLIP QNSU)E PANEL) BD63-TS FOR Q%0 DOORS 30 810X1/2° PH SM8 2/ CLIP FO0:0 PANEL CLIP FASTENER - - 31 - AS RE00. 1/4• X +-t/2" REOO'ORCwA BAR STEEL - 32 - AS REOO. 1/2" X 7-t/2• REWFORCINQ BAR STEEL - 33 P38024FK A9 REOD. 3° LONG SELF AOHE8IVE PILE PAD WOOL AT HEAD AND SILL 14.1 ;11114 ■r'—_ io+moi' �n n �� ,,�fl ��! d ions r 1t1J'f \��f) �1�1■ it -. _ry r .� I� r - �f'u�Y, y, w �l moi.., � • ! t �4.249� 2.000- 082 082 .670 1.250 1.124 .880 1.830 1.912 .289- MI 989 MI OO FRAME HEAD Q LICK STILE J442.780 (-1.575 .062 .981 A78 1.317 990 1.687 .819 RAIL STIFFENER .812 .830 1.374 Q INTERLOCK STILE .082 3.860 439 R 2.4� 0 PANEL TOP/BOTTOM RAIL OO FRAME JAMB O ASTRAGAL STILE i LT.0411 ® SILL RISER .878 2.183 .D90 .125 1 050 2.035 2.249 .810 1.000 i.97a 1.418 .549 10 RETAINER CLIP I SCREEN TOP/BOTTOM RAIL I SCREEN STILE .870 887 I .094 1a9s--! 29 OUTSIDE PANEL FIXED PANEL CLIP STEEL CHANNEL .970 ASTRAGAL REINFORCING, .408 �a .a90 .900 I -T 1.389-�I 1.800 t L INSIDE PANEL `-' FIXED PANEL CLIP INTERLOCK REINFORCING I S Como. u Rblra Browing no. W03-100 sheet 8 of 8 MIAM!'OWE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sheei, Room 208 A"AIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCELNUA) www.m midade. ovlpere Eco Window Systems, LLC. 7955 NW 77th Avenue Medley, FL 33166 SCOPE: This-NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 Dadb•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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series-11300 ECO-Guard" Aluminum Fixed Window — L.M1. APPROVAL DOCUMENT: Drawing No. W09-20, titled "ECO-Guard Series-300 Alum Fixed Wdw. (L.M.I.)", sheets I through 5 of 5, dated 03/23/09, with revision B dated 01/30/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. Missim 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 # 09-0413.18 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 1240223.25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 Page 1 Eco window systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled "ECO -Guard Series -300 Alun. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision B dated 01/30/12, 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 installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) 2. 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 installation diagram of a 97 1/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) 3. Test reports on: l) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08 2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) 4. 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 installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI408-2193B, dated 01/15/09, signed and sealed by Candida F. Font, P.E. (Submitted under previous NOA#09-0413.08) 5. 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 installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09-0413.08) Jaime D. C:o&o , . Product Control Exaluin6r NOA No. 12-0223.25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 E-1 Fco Window Systemst LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. 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 installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-0$ 2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#49 0413.48) C. 'CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 01/27/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. . 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their -"DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09-0413.08, issued to ECO Window Systems. LLC for their "ECO -Guard Series -300 Aluminum Fixed Window — L.M.I.", approved on 06/17/09 and expiring on 06/17/14. �j tnud A I a L� Manue Pe • Product Control E mi r NOA No. 12-0 .25 Expiration Date: June 17, 2014 Approval Date., May 03, 2012 E-2 2.688 ,062 '500 789 2.6tt ® FLUSH FRAME ADAPTER J FRAME HEAD/SILL/JAMB .780 .89� s 803 GLAZING BEAD ANCHOR COVER CO -GUARD SERIES -300 LUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FOX./FIX. OR FIXED 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO SI'EEMETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. FAL' (SURFrM GLASS D.L.O. DIMS. D.L.O. HEIGHT = WINDOW HEIGHT — 3.825' D.L.O. WIDTH WINDOW WIDTH — 3.825' i THESE WINDOWS AR RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE IRED. I � No -71 PRODwr 'A'!2' browing no. W09-20 N �o eeeex�� 6yy g x �yB L x ggg�� 14 � 2 gam. o m 21-a9 1 no y ' EW -GLM SSM 300 AWM FM WN. (LUL) AL-FAROOQ CORPORATION C:, A m mol fmv. Pa 9t= come=ECO WINDOW SYSTEMS. LLC. �8' S.W. A °= n� OPMOWr m VE e Oi2.t UPowm M 20110 FW 7955 NX 77 AVE. MUMM, FLORIDA 95174 N H �� MEDLEY, FL 33966 TJE (3M =4-81W FAXCZ0W 262-6978 Q - TEL (3W) W2-1144 Fax (3G$) 883--9 WNP-ANL Nog-20ECO 9/ir MIN. 7YP. GLASS BITE A __= = w z m y to a ovm ��a T ��z Olt tl0 o� N - - 9118' ICN. TYP. gam. o m 21-a9 1 no y ' EW -GLM SSM 300 AWM FM WN. (LUL) AL-FAROOQ CORPORATION C:, A m mol fmv. Pa 9t= come=ECO WINDOW SYSTEMS. LLC. �8' S.W. A °= n� OPMOWr m VE e Oi2.t UPowm M 20110 FW 7955 NX 77 AVE. MUMM, FLORIDA 95174 N H �� MEDLEY, FL 33966 TJE (3M =4-81W FAXCZ0W 262-6978 Q - TEL (3W) W2-1144 Fax (3G$) 883--9 WNP-ANL Nog-20ECO 16Y SEE ELEb. FOR 5 WOOD BUCK 10 O O R 0 r SEE ELEV. FOR SPACIM SEE WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY CILAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. j� rvu 1 nT1n I SEE 1 TYPICAL ANCHORS: sEE ELEV. FOR sPAcin 1/4" DIA. TAPGON BY 'DW (Fw120 KSI. Fy.92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC, OR MASONRY 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY 114" DIA. TEKS OR SEF DRILLING SCREWS (CRAM S CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING SCREWS (OWE 2 CS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY m 2-1/2" MIN. INTO WOOD STRUCTURE =1' MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Yc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK I'm - 1500 PSI MIN. SBALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. i CA,NJSfiS v V I TYPICAL ANtHMloy ' t WOOD BUCK FORE SE ACING .� drCWIng no. W09-20 17'ED7 9 PART R89D. D88CWUON MATERIAL MANP./SUPPLIER/REMAKES 1 FY301 2 FRAME HEAD/SWJAMS W63 -TB - Z FY302 AS READ. GLAZING BEAD- 7/18' GLASS 8083 -TB - CIRCULAR WINDOWS 1/4° Max. Sm rrP1rX ANCHORS rSEE ELEV. FOR SPAUNG B p S h � U MITER CORNERS uj Qy� m z Ll oto Fg � $aM � W n- •Etgr.Jp1ND WiD PRODIJCTRBU/SED p ,° �� FE TOS92 as amnplyNgwNhOm FlmMe � yC ntl10n BI b 8 t t r B drawing no. i; W09--20 O ALT. arpois "=nftIiirll H� TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ANCHORS 7YPICALL SEE ELEV. FOR n INSTALLATION DETAILS WITH J., FLUSH FRAME ADAPTER fav o ?NI 4 ',, ICAL ANCHORS . ELEV. FOR SPACING •:1;'` N M 8;9 drawing no. W09-20 Y Property Search - Report Property Information: Folio 11-3101-033-0480 Property Address 34 NW 96 ST Owner Name(s) CONSUELO BECERRA JORGE BONAMINO Mailing Address 34 NW 96 ST MIAMI SHORES FL 33150 Primary Zone 0800 SGL FAMILY - 1701-1900 SO Use Code 0001 RESIDENTIAL -SINGLE FAMILY Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 2,115 Lot Size 10,725 SO FT Year Built 1938 Full Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT 7 & E25FT LOT 8 BLK 131 LOT SIZE 75.000 X 143 OR 17872-3158-62 1097 1 Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $96,869 $77,339 $85,932 Building Value $245,886 $160,917 $160,944 Market Value $342,755 $238,256 $246,876 Assessed Value $342,755 $129,531 $125,759 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $0 $108,725 $121,117 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Disclaimer: Page 1 of 2 MIAM OFFICE OF THE PROPE PROPERTY SEARCH SUP Aeri Taxable Value Information: Current Previous Year 2013 2012 Exemption/ Taxable Exemptioi Taxable County $50,000/$292,755 $50,000/$7E School Board $25,000/$317,755 $25,000/$102 City $50,000/$292,755 $50,000/$7£ Regional $50,000/$292,755 $50,000/$7£ Sale Information: Date Amount OR Book -Page Qualific; 10/2012 $460,000 28341-3336 Sales qu examina 10/1997 $66,000 17872-3158 Sales wF The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the de interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade Cour Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provic of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Mia disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp. http://gisweb.miamidade.gov/PropertySearch/printMap.htm 8/22/2013 r► 1111111 Hill 111111111111111111111111111111111 NOTICE OF COMMENCEMENT CIS= N 2b 13R0666477 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR Bk 28785 P9 3908'? t.1 a s RECORDED 08/22/2013 11°37:04 HARVEY RUVIH? CLERK OF COURT PERMIT NO. TAX FOLIO NO.10 -MCO-®33-o4so MIAMI-OADE C:OUNTYe FLORIDA LAST PAGE STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. 2. Of e urr 1114,01 wL u 1 N1 v fsci I.Y. - a v Name and address of fee simple titleholder• 4. Contracto4 name and ddress: 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Print Owner's Name i y wPrepared by m � � Sworn to and subscribed before me this 40 day of M&W-1 20 Notary Public: Print Notary's Name: My commission expires: FUNANDOMOMENU * MyMMMISSION#DD9I3W * EXPIRES: AVII 22, 2014 TFOF FLOA\o� BbnW Th1UBUd9d NbWy SW*% original filed in �r f�ce� n , day of AD 20 A iTNESS my hand 17and Of !inial Seat. and YYi Miami Shores Village Building Department 10050 N E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 f - - o Permit No. Ej 13 — Master Permit Not 'j, ! q 10 Permit ype: Electrical JOB ADDRESS: 3 f /V(t) !? 4qr` city: Miami Shores County: Miami Dade Zip: I ro Folio/Parcel#: t01- ® Q �0 - Is the Building Historically Designated: Yes Flood Zone:�°'� OWNER: Name (Fee Simple Titleholder): 2�. - U•tai ', 0 Phone#: Address: ."ku a'6 zi-r . City: n i A del ff1<-9 —State: 9,1 QA zip: -3 a i so Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Alit 4"(Ijo 4! e71e rie^ Phone#: 305-e2.1,6- y&06r Address: 9-5 6 S W 20 Ayep✓e/i City. 41n ,$4I -State: At zip: 33/ Qualifier Name: /Z� bj✓ 410" UTf Phone#: }1,6 609.6 State Certification or Registration #: E C # QO/a 86 Certificate of Competency #• Contact Phone#: 305-a j jj _1M04 Email Address: /-)GES C_yP0ynEC (0 eon, DESIGNER: Architect/Engineer. Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddress L Alteration ew ORepair/Replace LIDemolition Description of Work:�i�lo e L' .3 &._.Qa "k 2 �i,Q,�.c. ALA;)'' Q Submittal Fee $ Permit Fee $ 45-0 CCF $ CO/CC $ . Scanning Fee $ Radon Fee $ Notary $ Traiuing/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City state zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR II"ROVEMENTS 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. ..,;. r Owner or Agent Thefo oing ins ent was acknowledged before me this day Of , E 20 , by . W B P1 kb , who ' me or who s produced As identification and who did take an oath. NOTARY PUBLIC: R" '-P•. FERNANDO MON 'Ro * MY COMMISSION # DD 984327 EXPIRES: AprH 22, 2014 Thru Budge W SOM Sign: Print: My Commission Expires: Signature i�%.nry►.L��C/ Contractor The foregoing instrument was acknowledged before me this Z O day of 201,S , by 'w,00.1 who is rsonall_y lac ohm to me or who,bw produced as identification and who did take an oath. Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10R009)(Revised 3/15/09) NOTARY PUBLI ,..''""h ADRIA1 G]RARDI MY COMMISSION # EE 887174 _= EXPIRES' January 22, 2017 Thar Nit Publb Underv> brs Sign: Print: J4jr.',7 --e, ►�r� My Commission Expires: FEV-h'to ADRiASION# 8 MY COMMISSION # EE 8871'.EXPIRES• January 22,201 Bre Tluu Notary Pubic Undm Clerk cetI� LORENTS, RAMMON ALES lJOUP SLBCTRXCAT CONTR&CTORS $96 SW 70TH NVENUE MIAMI PL 33144 fXCK SCOTT KRI LAAMMMON covmworl 01CREWT&RY WMAYASREOLURLDBYLAW.. ,4coR©P CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 1 11110,� 07/03/2013 THIS CERTIFICATE IS ISSUED AS- A'MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAAME: CT ZULEIKA VELA ALL WAYS INSURANCE OF FLORIDA PHON(A/C. No Ertl: 305-944-4868 FAX No): 305-944-4869 2020 NE 163RD ST #104 ADDRESS: ZULEIKAVELA LLWAYSINSURANCE.NET INSURER(S) AFFORDING COVERAGE NAIC# NORTH MIAMI BEACH FLORIDA 33162 INSURERA: ATLANTIC CASUALTY INSURANCE COMP. INSURED INSURER B: INFINITY Ales Group Inc INSURER C: d/b/a Prolock and Safe d/b/a Ales Group Electrical Contractors INSURER D: 896 SW 70TH AVE INSURER E: MIAMI, FL 33144 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMNDY EFF MMfDD EXP LIMITS AxCLAIMS-MADE GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY OCCUR L160000245 DED: $250 per location 06/30/13 06/30/14 EACH OCCURRENCE $1,00 000 AGE TOFRENTED PREM SES Ea ocou encs $300 000 MED EXP (Any one person) $10,000 PERSONAL &ADV INJURY $1,000,000 GENERAL AGGREGATE s2,000.000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO LOC PRODUCTS - COMP/OP AGG $2000000 $ B AUTOMOBILE LIABILITY ANY AUTO ALL X UTOS�ED yAUTOSULED NON -OWNED HIRED AUTOS AUTOS 509560607381001 02/24/13 02/24/14 COMBINED Ea accident $1,000,000 LIMIT 1 000 000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Peraccident UMBRELLA UAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A I WC STATU- OTH- T E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Miami Shores Village Bldg. Dept. 10050 NE 2nd Avenue Miami Shores, FL 33138 ACORD 26 (2010/05) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE V 1.7VV-GV IV I'iVVRIJ VVRrVRA11VIY. An r191ILS FeSerV@O. The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY F5/9/2013IYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Fortun Insurance, Inc. 365 Palermo Ave. Coral Gables FL 33134-6607 CONTACT Mer C uzano NAME: amp PHONE (305)445-3535 No:(866)415-0825 AD""IR'ESSmercy.campuzano@fortuninsurance.com INSU 8 AFFORDING COVERAGE NAIC it INSURER A.Brid field Casualty Insurance INSURED Ales Group, Inc., DBA: Ales Group Electrical 896 SW 70 Ave Miami FL 33144 INSURER B INSURER C: INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER-CL1341604791 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADD SUB POLICY NUMBER POLICY EFF MMIDD POLICY EXP MMIDD LIMITS AUTHORIZED REPRESENTATIVE GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE r-1OCCURMED Hector Forton/IZ EACH OCCURRENCE $ DAMAGE T RENTED PREMISES Ea occurrence $ EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRO LOC POLICY JFCT PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Perperson) $ BODILY INJURY (Peraccident) $ PROPERTY DAMAGE $ Per accident UMBRELLA LIAR EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA 0196-31067 /12/2013 /12/2014 WC STATU- OTH- E.L.EACH ACCIDENT $ 1 000,000 E.L. DISEASE - EA EMPLOYE $ 1:000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CERTIFICATE HOLDER CANCELLATION ACORD 25 25 (2010105) 1NS025 oninns) m ©1988-2010 ACORD CORPORATION. All rights reserved. Tho 0( npn nnmo and Innn aro roniatororl mnrka of Ar_npn SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Bldg. Dept. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 Hector Forton/IZ ACORD 25 25 (2010105) 1NS025 oninns) m ©1988-2010 ACORD CORPORATION. All rights reserved. Tho 0( npn nnmo and Innn aro roniatororl mnrka of Ar_npn �. Miami Shores Village Building Department � g p LI 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING'_, t ds°Permit1 PERMIT APPLICA ryt�eterPermitNo. Permit Type(-- ype BUILDIWG ROOFING JOB ADDRESS: 3'/ AfW 9i!� C?_ City: Miami Shores County: Miami Dade Zip: 3 W10 Folio/Parcel#: 1/- 3101— 0.3 3 -0 q Y0 ffiAm � A#rei We 51 ock31 ns Is the Building Historically Designated: Yes Flood Zone,,,, " '� � x OWNER: Name (Fee Simple Titleholder): dora4 "tt"hoin�0 Address: 21 AN 4? C -T7- city:. T7-city: 1y State 4raP 0744 Zip: 33 fid' v Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: 044 Ocean Or 0 / _tf City: A4 'he iyD,4 le State: �®� gip; �3 009 . Qualifier Name: _='6 ; 7''q g pjAle A)4?j 7vc- Phone#: State Certification or Registration #: C !G a 'CZ +4 0- Certificate of Competency #: Contact Phone#: 796 .3ze 36 to Email Address: hl?q �/��c tv 0 A1,0,4 0,0 DESIGNER: Architect/Engineer: Phone#: Value of. Work -for this Permit: $ /�%� Square/Linear Footage of Work: Type of Work R ❑Addifio ❑Alteration ❑ ew URepair/Replace ❑Demolition A' 0 Desc ° 0d(hY-dfVo'rk �/// el,, Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ JILCa Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 8 day of Q 20.4, by :JQ 6f 130N A i (d O , who is personally known to me or who has produced 0 As identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this ---5 day of , 20 LJ-, by 0)j-14 ht 14 ` who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: �— MMM MMMSign:, v�A� _ Sign: r�•• •,' o koMMISSION # 0198432 Print: * L.A00 9ti14 Print: EItPIRES:Apt823,2014 My Commission Expira�.W-1115 801 8` My Commission Expires: APPROVED BY f �7/3/I Plans Examiner n a Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) r•, Clerk IL Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 2//6 pq Permit No: Structural Critique Sheet Page 1 of 1 N y s z 1 ) ) r STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdi Asraf s MIAMI.M% ]ANI -DARE COUNTY p JP[UCT O DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 "FAIRS (PERA)Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION RECETVED(786) 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NCA) ADD I in 9MA mvw.miamidA&&gv1nera1 ECO Windows Systems, LLC 7955 NW 77a` Ave Y: Miami, 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 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 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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.L)", sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E,, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 3T'. 2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090" Solutia 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 Contrpi 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 r< '_- and shall be available for inspection at the jol) " s // e Building Oficial. This NOA and consists of this page 1 and e 1 e -1, a +ell as approval document mentioned above. The submitted documentation was review b a L a s P.E. NOA No 12-0402.03 Arm DARE CCtU Expiration Date: July 19, 2017 Approval Date: July 19, 2012 , Page I ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12 -O8, titled "Series 600 Alum Outswing Entrance Door (L.M.I.r, sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 12-3357, HETI-12-3358, HETI-12-4003, HETI-124003 and HETI-124027dated 03/16-26/12, all signed and sealed by Rafael E. Droz-Sada, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for •their "Butacite 0 PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30112, 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. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. 1 k i 1 a4 hhaq L Chanda, P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E-1 1/8' HEAT STREND. GLASS 3/18° HEAT STREN'D. GLASS `�� .090' INTERLAYER .080° INTERLAYER [� N BUTACITE PVS BY 'DUPONT' BUTACITE PVB BY !DUPONT' Z ; 1/8° HEAT STRE:TI'D. MASS 3/18° HEAT S1REN'D, CLASS DOW CORNING 889 C(XTNIN0 899 28 28 W 14 8 / \ / 3: \ � \ � SETTING BLOCKS AT LAM. (LASS ej READ. FCIN YADTHS QQCEEDWO 3B' IXNLY. -- -- NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GRASS TYPE 'Gl! GIASS TYPE. '02` 1/8° 1T]MP. GLASS 5/18' AIR SPACE Vl 1/8' HEAT STREND. GLASS mj 080° INTERLAYER SAFLEX MO BY 'SW.UTIA' 1/e' HEAT SliffiAI'D. MASSSILICONE o ® DOW C(X2PING 898 � 2 � 28 ST. STEER. $ Z 6 METAL SPACER ,�• t5 V �w 1 w �, 2 38 SILICONE SERIES 800 / ALUAIINUM OUT3IYING ENTRANCE DOOR \ / SETTING BLOCKS AT INSUL LAM, GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. NOTCH GLAZING BEAD LEG >n CLEAR BLOCKS c SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G3' APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY PATH THE � REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPMY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR LARGE 8t SMALL MISSILE IMPACT. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. t�,p 7aSs2•, g ro ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. •�,' :t ' y A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. drawing no. COME INTO C�ITACTGYA'fHBUT NOT LIMITED OTHER DISSIMIUAR MALTEERIALS SHALLEMEET THATWsi A1THE Z 1Z W1 Z -OS REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2DD&&4. • sheet T of 9 39 3/4• MAX. 78° MAX. FRAME WIDTH FRAME WIDTH HEAD k SRL ANCHORS AT STILE ENDS g j 12• (4) AT 3. O.C.}g4j{ 12° S° MAX MAX. S• ,MAX MAXrai COANF�itS Ham• HEAO/9LL A SIU. CORNERS '\ , a ==b=^=== LOX OPTIONS_--__- LOCKSHOPTIONS �1� SEE SHEET 7 / - IY% - �Ei/.__ 77\ � r z ,HACTm ACTIVE z FALNAPPLIE OSURFNSU SURFACEED F NIM:D7 all, 28 19/is• s W 6>:F DECORATIVE GRRL D.L OPO. DECORATVE =I Dl OPQ D.L OPO. m o MAY BE USLT1 MAY BE USED NOTE: 37° MAX 37" MAX, EGRESS REQUIREMENTS TO BE REVIEWED LEAF WIDTH LEAF WIDTH BY BUILDING OFFICIAL (x) (XX) DOORS LOAD CAPACITY - PSF DOIIDLE (m I NOTE: GLASS CAPACITIES ON THIS SHEET ARE DDDR GIA> BASED ON ASTM E13OO-04 (3 SEC. GUSTS) FRAME IFAF FR., EXL(+) 9NT.(-) AND FLORIDA BUILDING COMMISSION WmTH WIDnH HEIHBR DECLARATORY STATEMENT DCAO5—DEC-219 79• J7• 98• 70.0 7SA s GLASS D.L.O. Dills. J.. 1 D.1..O. HEIGHT FRAME HEIGHT - 11.125°t0 'n D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813°hE• • 7• • , 2 . g D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.1257/2 o?•N• , • I. H, ` Sheet 2 of 9 DOORS LOAD CAPACITY -PSP SDNGLI3 DOOM (X) ODOR 0945. LAADNATRD OLASS FRAME LEAF FRAME WIDTH DT HEIGHT 39-3/4• 3i 98° 70.0 78.0 ,E �V FRAME WIDTH HEAD $ SILL ANCHORS N AT STILE ENDS $ 12° CLUSTER OF (4) AT 3° O.C. 4) ANCH(2#.4 3° AT HEAD/StLL 12' i 5° MAX MAX HEAD/SIU. M. CORNERS F f,,F - A _ sou \� ` 1 1 qv hTJ u u rr g REINFORCING I! \ oe 11 / �, AS READ. SEE CHART SE SHEET Z rNACTr�E Ac7tvE � � O z� U� SIDEUTE WIDTH DOOR FRAME wID7H F� A�R1N W4 t� 32 s/a° 28 16/t8° 28 98/18" � � DECORATIVE GRILL D.L. oPa .L OPa D.L. O�PM n MAY � USED 37° LEAF WIDTH NOTE: SIOEUTE MAX. WIDTH 78° MAX. FOR DOORS CAPACITIES SEE SHEET 2. SEE CHART AT LEFT DOUBLE DDDR FRAME W DTH c FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART (OXXO) WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS 18P 9 L�a-fes D.L.O. HEIGHT (SIDELITE) =FRAME HEIGHT - 11.000- 13.1-0. 7.000° D.LO. WIDTH (SIDEUTE) - FRAME WIDTH - 4.438° s EIA � 7088$' g - ai GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) ' drawing no. AND FLORIDA BUILDING COMMISSION V,g� _�9'ZU12 W12-08 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of 9 DESIGN LOAD CAPACI9°Y - P8F 9DELRFS aDH 9NGLE OR Doum.E LEAF DOORS (SEE NDTE �+) SIOEUTE SIDEIITE WITHOUT WITH FRAME FRAME RERiFORCD.OG REINFORCING MOTH NfiOHT MCt1E9 INCHES I�f7.(+) INT.{ -j as 7oA Tao Tao 75.0 30 70A 7a0 70A 75.0 38 B2 70.0 75.0 70.0 78.0 37 70.0 75.D 70.0 75.0 42 81.7 88.1 81.7 88.1 as Tao 75.0 7oA 75.0 so Tao 75.0 70.0 75.0 se as 7GA Tao no 37 as 75.0 70.0 75.0 70.0 Tao et.7 Bat 5t.7 88.t as � ss s7 � 70.0 T3A Tao Tao a.a 6s.5 Tao 75.D e4.t ea.t 70.0 7s.o 83.3 esa 7D.o Tao za 30 38 37 � 53.3 83J 70.0 75.0 97.8 87.8 70A 7a0 53.1 63.1 70,0 78.0 82,4 52.4 70.0 7a0 7t PI 1/ THRC-- -�. PENETRATION 2BY WOOD BUCK EDGE DIST'. 1'NO�OD BUCK <: • j TRUCTURE C SHEET 1 + b EDGE D FOR 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 a". FOR sPAcma 1/4' DIA, ULYRACON 8Y 'MM' (Fu=177 X% Fy-158 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENEfRAnON INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4' MN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY $14 SMS OR SFIF DRILLING SCREWS (MUM 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. a 1/8' INTO METAL STRUCTURES STEEL : 1/8' THIX. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MN, (6083 -TS MIN.) (STEEL IN CONTACT WRN ALUMINUM TO BE PLATED OR PANTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE -I" MIN. INTO METAL STRUCTURE m 3/4MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'c v 7000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2010 PSI MIN. 1�(2.IPPED j1AeA1� MIE COUNTY MUWON �i SEE SEPARATE N A 1 dMM u � rotas g� DOOR DETAILS N' eR 1 gg k t •I� � 8 8 �i drawing no. ':•.• W12—Os sheet 4 of Q 1/4° MAX S"" TYPICAL ANCHORSSEE ELEV. FOR SPACING I 1 I 1 - . - iii\► 1 I `& Ski NTS f FL-�i��z "WES, DOOR DETA:R:B gL: drawing no. W12-08 Sheet 5 ED TYPICAL ANCKORS SEE ELEV. FCR SPACING AIMwM IrYbIM r_t�gK, . SIDEUTE DETAIIS droving no. W12-08 LOCKS: 4 POINT LOOK ASSEMBLY 01.01-8007 BY INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM INACT_WE LEAF: 2 POINT LOOK ASSEMBLY BY INTERLOCK USA INC.' 1/2' OUT. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM MON 82: ACPA LEAF: CONVENTIONAL DOOR LOOSET WITH HANDLE DELTA 690 BY 'KWIKSEY LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TWIN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH QTS BY 'SULLIVAN & ASSOC.' 1/2" X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL. MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/B" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 08-32 X 1/2' FH MS INACTIVE I 6F• CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE W' LEAF STILE LOCATED AT 10-SIW FROM TCP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 08-32 X 1/2' FH MS NOTE: SACKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. TTb31 / PAST g RM. DRSCMMON MATERIAL MANP./BUPPIJby;/REMARIS 1 E601 DOOR FRAME HEAD/SGL 8983 -TB 2 E802 - FRAME COVER 8083 -TB - 3 E603 - DOOR FRAME JAMB 8063-T8 - 4 EGD4 - SIDEUTE TOP & SOTTOM FRAME 8083-T8 - 4A E828 SIDELITE 9" BDROM FRAME 8083 -TB - 8 £808 - SIOELTE FRAME JAMB 8083-T8 - 6 E808 SLOEUTE SUP ON JAMB 6083-T8 7 E607 LEAF TOP & BOTTOM RAO. 8083-T8 - 7A E828 - LEAF 9" BOTTOM RAIL 6063-T8 - 8 E808 LEAF W'SRBP ADAPTER 6083-T8 - 9 E809 - LEAF HINGE STILE 8083-16 - 10 E610 - LEAF IAds STILE 8083-T6 I E51 - LEAF ASTRAGAL STILE 6083 -TB - 12 E612 - LEAF ALIGNMENT BRACKET 6083 -TB - 13 E613 - LEAF CLAW 6083 -TO 4-1/4" LONG 13A E813 HINGE BACK-UP PLATE 6083 -TO 12" LONG 14 E814 WEND BEAD (5/18" IAM. CLASS) 80IM146 14A E109 GLAZING BEAD (7/18" LAM. CLASS) 6083-T6 15 Ee18 GLAZING MAD (INSUL GLASS) 8083-T6 I6 E616 - SNAP COYER 6083 -TB - 17 E613 - BOLT SUPPORT 6083-78 NOT SHOWN 18 AS REDD. SIDEUTE MULLION REINFORCING 6063-T8 19 FO -107 3/ LEAH' BUR HINGES ALUMINUM SULUVM & ASSOC. 20 F81202 - FLUSH BOLT LEVER - I SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL ISUUJVAN & ASSIXL 22 812 sMs AS 10D. FRAME ASSEMBLY SCREWS - - 23 812 X 3/4' HINGE INSTALLATION FASTENERS - FH SMS 24 3/8' DA. THREADED ROD S18EL 25 W11323 - PILE W'STRIPPIIG VkM ULTRAFAS 26 E20818 -KN -3020 - BULB W%IRPPNC SANCIlRENE EPOM 27 E208 OLA2ING BEAD BULB SANTOPFIENE ULTRAFAS 28 - CLASS SPACER SUCOME FRANK LOWE RUBBER CO. 29 ESM FLUSH BOLT CUP NYLON 30 OL01RC BLACK BOLT SUPPORT BLOM POLYETHYLENE INTERLOCK 31 OL0ITYB WHITE BOLT SUPPORT BLOCK POI.YEIHYIFJHE ACME PLASTIC 33 #10 X 3/4' 2/ ADAPTER FH SELF GRILLING SCREWS - 34 2/ LITE SETTING BLOCK, 1/4" X 1/2" X 4" LONG JAT 6" FROM EACH END, OlWt014ETER 8818 3S 2/ LITE SETTING BLOCK, 1/4' X 3/4" X 4" LONG EPOM AT B" FROM EA04 DO, OIAtOMETER 85t6 .HINGES - 3 -1/2- X 7-5/8" X .122" THIN. EXTRUDED ALUM HINGE PART OD -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MIDSPAN (38' O.C. MAX.) HINGES FASTENED WITH 010 X 1' FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS: -m ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHHNEE MOREHEAD JM5504 SEALANT. m ca g •N drawing n0. W12-08 [sheet 7 -of 9 ) .078 4.031 4.750 .394 •�3 .045 .803 1.047 1.047 �1 �r .130 .803 .045 1.172 N 3 i .828 -�- 1.625 Z 0 2082 1 DOOR FRAME HEAD/SILL 1.507 7 LEAF TOP/BOTTOM RAIL 1a GLAZING BEAD Q GLAZSS E t 9p7 18 GLAZINGMASS �GBEAD 1A55 � 8 V i a 4.000 FF 4.719{In 4.181 .078 .078 1.780 l50 7 3.719 .078 ` IE 4.000 &2507.631 f 312 �y 9 LEAF HINGE STILE .082 8344 4.000 11.760 a LEAF W'STRIP ADAPTER n 3 SIDELITE TOP & BOTTOM FRAME b 1 7S0 3 �a `4) / �=: fO i Z o z a oet 1.750 t 507 .329 .078 j .078 7A 9" BOTTOM RAIL 12 t.saa � a p U O �w 1.812 2 FRAME COVER 10 LEAF LOCK STILE 1.607 LEAF x719 ALIGNMENT BRACKET .37s .125 •�0 _�,ae1 F,125 3.781 5.944 " I. 1.750 ale 2.081 t.8o7 I oso 1.187 .-a. .078 L= 8 18 SNAP COVER 4.000 11 LEAF ASTRAGAL STILE 9000 /3 8.281 LEAF HINGE BACK-UPPPLATE 1e o O I 11 4.000 .o7a 1500 .ers 2097 -1.= .719 ole 4.000 1.5D7 L_� 7g � 400° 1 290 •719 4.188 o7a SIDELITE MULLION REINFORCING , Ak.. .0m2 1 % � '��J1YM.2 .2Dt2 < h droving no. W12-08 3 DOOR FRAME JAMB s SIDEUTE FRAME JAMB SIDELITE 9" BOTTOM FRAME s SIDEUTE SUP ON JAMB sheet 8 of g N \ Iryy�� \\� \\p J- . 14 r � s a aas oa-,�,z s 600 AWN W&M ENTRANCE DDDR (L114JA AL FAROOQ CORPORATION Ira ^° N � 5/8• r n as. 12 �v. PR PMcaoeems ECO WINDOW SYSTEMS, LLC. �t $�s�A�ouatDt�rtw[+MEnrr r Ia° m. aao 9114 N.W. 106 STREET MMU% 6 FLOWIDA 33174 C p 3 MEDLEY; FL 33178 78y,�204- Qp FAXCWb)28240M t0 OD ° cNc bY• TEL (SOS) 885-5299 FAX (M) 885-WM cella-a9L Wl2::W co MMASDE MIAMI—DADE COUNTY, FLORMA • 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.eov/economy Eco Window Systems, LLC 9114 NW 106 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 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 reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "400" Aluminum Window Wan System With Window Inserts - L.M.L APPROVAL DOCUMENT: Drawing No. W09-12, titled "Series 400 Alum. Window Wall System (L.M.I.)", sheets 1 through 09 of 09, dated 08/13/09 with revision "A" dated 12/11/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Section Approval Stamp with the Notice of Acceptance number and Approval Date by the Miami - Dade 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 Bled 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-M1.02 �( 9 Expiration Date: December 20, 2017 Approval Date: December 20, 2012 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09-42, titled "Series 400 Alum. Window Nall System (L.M.I.)", sheets 1 through 09 of 09, dated 08/13/09 with revision "A" dated 12/11/12, 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 Aluminum Window Wall System, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3129, dated 10/18/10, signed and sealed by Candido F. Font, P. E. 2. 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 Aluminum Window Wall System, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3071, BETI-10-3072, HETI-10-3073, HETI-10-3074 and BETI-10-3075, all dated 10/18/10, all signed and sealed by Candido F. Font, P. E. 3. Test reports on: 1) Safety Performance Test, (class A, Sec. 5) per ANSI Z97.1-1984 CPSC 16 CFR, CH 11, Part 1201 along with marked -up drawings and installation diagram of Aluminum Window Wall System, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3096, dated 10/18/10, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, submitted dated 05/23/12, prepared by Al Farooq Corporation, signed, sealed and dated 12/12/12 by Javad Ahmad, P. E. 2. Glazing complies with ASTM E 1300-04 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 E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dazed 09/08/11, expiring on 12/11/16. P Jaime D. Gascon, -P. E. Product Control Section Supervisor NOA No. 12-0801.02 Expiration Date: December 20, 2017 Approval Date: December 20, 2012 E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC-2010, issued by Al-Farooq Corporation, dated 03/02/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Reports No.'s HETI-10-3071, HETI-10-3072, HETI-10-3073, HETI-10-3074, HETI-10-3075, HETI-10-3096 and HETI-10-3129, all issued by Hurricane Engineering & Testing, Inc., all dated 10/18/10, all signed and sealed by Candido F. Font, P. E. 3. Proposal No. 10-0233R issued by Product Control, dated 07/12/10, signed by Manuel Perez, P. E. G. OTHERS 1. None. E--2 t Jaime D. Gascon, P. f. Product Control Section Supervisor NOA No. 12-0801.02 Expiration Date: December 20, 2017 Approval Date: December 20, 2012 4" REINFORCING AS REDD. SEE SHEETS 2 & 3 FOR CAPACITY O IN WINDOW WALL SYSTEM WITH WINDOW INSERT SEE SEPARATE NOA FOR WINDOW CAPACITY LOWER RATING OF WINDOW OR / mnoow WALL srsrEM WILL CONTROL 4' CORNI ANCHORS TYPE A. B OR C i 2, 3 OR 4 AT EACH JAMB--' SEE SHEET 4 SERIES 400 ALUMINUM WINDOW WALT, SYSTEM THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. ANCHORS TYPE A. B OR C I�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g THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. aVA&the � V��iLM LARGE MISSILE IMPACTLARGE MISSILE IMPACT 61EC 12 J u A w TUUUUl/111JJI � ano � �z 0to Wrn-20 drawing no. W09-42 I i I, 11 I ,I H II d LL h DE _F --------------- __ FRAME HEIGHT E rERIOR oe-,s-a9%W 4W "M WMW rano. s� (LXl 0 a e3c lon 10 �/2*-1'-0* a ,z1 12 0 P& Rm s ECO WINDOW SYSTEMS. LLC. o wbun 9114 N.W. 106 STREET MEDLEY, FL. 33178 N ° mug nn TEL (305) 9M-5299 FAX (las) 885-5= MIN. m rA 11/18' MIL TYP. 11/16- MIN. TYP. � a w w C� iRAIIE HEIGHT E rERIOR oe-,s-a9%W 4W "M WMW rano. s� (LXl 0 a e3c lon 10 �/2*-1'-0* a ,z1 12 0 P& Rm s ECO WINDOW SYSTEMS. LLC. o wbun 9114 N.W. 106 STREET MEDLEY, FL. 33178 N ° mug nn TEL (305) 9M-5299 FAX (las) 885-5= MIN. m rA 11/18' MIL TYP. 11/16- MIN. TYP. � a w C� � e c AL-FAROOQ CORPORATION a ENGINEERS & PRODUL9• DEVELOPMENT 1238 S.W. 37 AVE r T MIAMI, FLORIDA 33174 TTv1 MOW 28648100 PAX.(30%2626978 C >ffiggffiffiffi�sffiffi>�ffis a b b ffia�as'181 �ffi ffiffiffis#�ffiffiffi�ffiffi � b b b b b b b b b b o b b o b b o b o 0 o e B o b e b o o b b o o b b � ��" b>3�H>3$s3H8HHS�8H8$ 0 H�SHHHHS��HHH$ 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 8��88 0 0 0 0 0 0 §�S 0 0 0 0 bi3��$��1>�! bib 0 0 0 0 0 0 0 0 �� z bpp b b byp bp1 o omm b b b o bbV e b b b b b b o boo b bp b b o b op bpp b b b yo A m+ i,l :► N? m (r A P W io 6o V u U m i. ffi N b � V P i. a m O ffi o b 4 :� a b ffi ffi o m O ffi o b ffi o b b ffi. b o p mmb ffi 9 b o ppopp 6 ffi b b ffi ffi o c f ffi ffi b b p mmb V O b o mmb O'i D o ffi ffi b o v L a I E1 $ $ L 8 $ ' ffio ffib so�8oi ffib ffib ffib ffib ffib ffib ffib Hb ffib ffib �b ffib o b o b ffi�8al111102 bob o b 1 o b o 10 o 0b H 8 8 H 8$ 0 0 0 0 0 b o 0 0 0 0 0 0 0 0 0 0 0 0 o b b b o o o b o 0 0 o b b ffi b b ffi ffi b b ffi b b ffi b b o o ffi o b ffi b o ffi b o ffi 0 0 li 0 o b o 0 b 0 0 ffi o b o o ffi b o 0 0 b 0 b b g S g �¢ b b b b b b b i� b' E rERIOR oe-,s-a9%W 4W "M WMW rano. s� (LXl 0 a e3c lon 10 �/2*-1'-0* a ,z1 12 0 P& Rm s ECO WINDOW SYSTEMS. LLC. o wbun 9114 N.W. 106 STREET MEDLEY, FL. 33178 N ° mug nn TEL (305) 9M-5299 FAX (las) 885-5= MIN. m rA 11/18' MIL TYP. 11/16- MIN. TYP. � a w C� � e c AL-FAROOQ CORPORATION a ENGINEERS & PRODUL9• DEVELOPMENT 1238 S.W. 37 AVE r T MIAMI, FLORIDA 33174 TTv1 MOW 28648100 PAX.(30%2626978 C w0 Oz Ot r6, I _ w �mfftt m Om m e m O (AA O ffi ffi b b ffi. b w mm qA O O o o p O i� Q p U b ffi ffi b b ffi ffi io b ffi ffi b o 0 0 o b �i ffi o b P b b ffi ffi o b ffi Y o 0 P P P ffi b `' o P ffi b P ffi b 0 4 E g• o o 0 0 o 0 o o o v `iN4 -• b b o m o o c b b o 1110 0 0 0 0 o b b o o o b b b o 0 0 ffiobo oo oP s 1�ob�?�� fi ��>�� i�88�5 b b b b b b b b b b b b b o 0 o b o b b b b b b b b 0 b b o b o 8�8�8 m b b b b ��ffi m IA s m Uwwf a ImA ffi N O Ct91119e1sffioffigffiffiffi?1affia O b b b O G O .0 O � vy q yA wwm Vm mC ��Ayy IJ mO yAll Y qV y a Y QO1 ¢OI .T0$ V It y pb pb pO Eli pb 0 4 pO 0 0$ pO 0 ? IO b m m 10 IA m V P 4. 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(306) 262-6978 U g fl U U -1 D tl R p�ylyy �� g FRAME HE(GFR � 9 U U U U U U U T=9: I• U 3.� v w...v�W yN�.vy DAN g, tl 'DaiAz N 1+3 U aa yy 222' g u Y nmD_ ci* D DDD DDD m me HE RX o Ml13N NI3y � �I_° I-• 1'1 �i MR m m r� o Ia- FRAME MOW 0 0�0 I kit kkk A 0 0 0 000 €�� r- E EEF� pEoEE w Z ZZ2 222 W o � N . O N p a aa� revisions: o� SERIES 400 ALUM WON WALL SY M .041) AL-FAROOQ CORPORATION d (O vr�r s A 1a11.12 No cw nas sir ECO WINDOW SYSTEMS. LLC. ENGMEERS & PRDDuc7 DEVELOPMENT r 1236 S.W. 87 AVE 'p 9114 N.W. 106 STREET MIAMI, FLORIDA 83174 "� MEDLEY. FL 33178 TEL (s�25"IM FAX C` ro N o m w y m. (� ees-sass FAX (305) B&5,-5M srORE�W08-4200 e m O m mm mm (p (� m �p mm_p mm m_ m m p oqff mm m p p b ra m tM m V b A m V G g m m m r m m m r r r o O b o b b 7Z- 19, o b b b b oSo83��SS��B��$�8��88S�3�S��88��S3Qm3E os O b 0 0 b b O tf 0 0 0 b b O 0 0 b O 0 0 0 b O 0 0 b O b O 0 0 G b 0 0O G O O b O O G b C �a omob.lmolnb:a'vmbbmNbabbov�.mbbm�+bbbb�m®bbb�^Aiob�ob b�obobb�o g�88fi��min �88�85��€(B��E�SS��88��g��88�� b b b o b b b b b b b b b b b b b o 0 0 0 o b o b b b b b b b b b b b o b b b b b b b b m m b b m b b A o b b b b o b m b b O O m O b b O O b b O b O b 0 0 0 0 0 b b O 0 0 0 b O O b 0 b b b o 0 0 0 o o b o b b b b o b b b b o b b o o b o b b b b o 0 o b o 0 0 0 0 o b b o b b o b b o n U g fl U U -1 D tl R p�ylyy �� g FRAME HE(GFR � 9 U U U U U U U T=9: I• U 3.� v w...v�W yN�.vy DAN g, tl 'DaiAz N 1+3 U aa yy 222' g u Y nmD_ ci* D DDD DDD m me HE RX o Ml13N NI3y � �I_° I-• 1'1 �i MR m m r� o Ia- FRAME MOW 0 0�0 I kit kkk A 0 0 0 000 €�� r- E EEF� pEoEE w Z ZZ2 222 W o � N . O N p a aa� revisions: o� SERIES 400 ALUM WON WALL SY M .041) AL-FAROOQ CORPORATION d (O vr�r s A 1a11.12 No cw nas sir ECO WINDOW SYSTEMS. LLC. ENGMEERS & PRDDuc7 DEVELOPMENT r 1236 S.W. 87 AVE 'p 9114 N.W. 106 STREET MIAMI, FLORIDA 83174 "� MEDLEY. FL 33178 TEL (s�25"IM FAX C` ro N o m w y m. (� ees-sass FAX (305) B&5,-5M srORE�W08-4200 e m O m mm mm (p (� m �p mm_p mm m_ m m p oqff mm m p p b ra m tM m V b A m V G g m m m r m m m r r r o O b o b b 7Z- 19, o b b b b oSo83��SS��B��$�8��88S�3�S��88��S3Qm3E os O b 0 0 b b O tf 0 0 0 b b O 0 0 b O 0 0 0 b O 0 0 b O b O 0 0 G b 0 0O G O O b O O G b C �a omob.lmolnb:a'vmbbmNbabbov�.mbbm�+bbbb�m®bbb�^Aiob�ob b�obobb�o g�88fi��min TYPICAL ANCHORS FOR SPACWG (� 8 TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z c 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING — — ,1/4" DIA DLTRACON BY 'ELOO' (Fu -177 KSI, Fy-155 KSI) OA I I INTO 20Y WOOD BUCKS OR WOOD STRUCTURES !y, WITH 1-1/2' MIN. PENETRATION INTO WOOD $ r ALTERNATE I THRU 1BY WOOD BUCKS INTO CONCRETE O, i i to WITH 1-1/4' MIN. EMBED INTO CONCRETE O &<< i i I DIRECTLY INTO CONCRETE OR MASONRY OAT 4 3 WITH 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY 3� ANCHOR EDGE DISTANCES IL w = ! ! INTO CONCRETE AND MASONRY = 2-1/2' MIN. L INTO W000 STRUCTURE = 1" MIN. _ _ _ —. — . - 0 J F DZ ,e — — _ _ _ I I i $/16" DIA DLTRACON BY 'ELCO(Fue177 KSL Fy-155 KSI) ; UJ i INTO WOOD STRUCTURES J WITH 1-7/8" MIN. PENETRATION INTO WOOD 8f j ' I THRU 19Y OR 213Y WOOD BUCKS INTO CONCRETE N WITH 1-1/4" MIN, EMBED INTO CONCRETE DIRECTLY INTO CONCRETE OR MASONRY 3 ,I .I to WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I 4 0$ O I ANCHOR EDGE DISTANCES 3 M d ALTERNATE INTO CONCRETE AND MASONRY - 3" MIN. Q p rl W UNTO WOOD STRUCTURE = 1-1/4' MIN. _ _ Z ! ! ' 2A I 414 SMS OR SELF DRUM SCREWS ST/ST (GRADE 2 CRS)O 9 V " W INTO METAL STRUCTURES y W STEEL : 12 GA. MIN. (Fy = 35 KSI MIN.) o i I!' ALUMINUM : 1/8" THK. MIN. (50133-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ! I I ANCHOR EDGE DISTANCES ! ! LNTO METAL STRUCTURE 1/2" MIN— -4 CONCRETE AT HEAD, SIU. OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMB f'm . 2000 PSI MIN. 1111 ii SEALANTS; 4 3 ALL FRAME JOINTS AND SEAMS SEALED WITH i SCHNEE-MOREHEAD SM5504 ACRYL-R SEAM SEALER. �so °c o a 1A 9 a O ALTERNATE \ g ting,: JAV�AHNO to FLA. PEA 74592 Amaxws g ymgwhhlCAN. 31538 �e � 8 drowing no. TYPICAL ANCi(CRS C 12 20 SEE ELEV. W09-42 FOR SPACING UNSECURED MULLION REINFORCING AT 7-3/4' FROM ENDS DRILLING SCREWS 5 O JAMS SEE SHEETS 2 &O3 O /-AND DD20 T7/REDJ D.C. L MULLION O SECURED JAMSa IBY FOR CAPACITYRECZ WOOD IIICK !! TYPICAL ANCHORSSEE Q r FOR SPACING • , � p LL a tom' �3¢ n. WOOD BUGt ', i, SHIM SPACE SHIM SPACE a i3 d 'i cell P EXTERIOR O ELL OPG. MIN. & MAX MIN & MAX. SILICONE Y.i v GAP GAP DOW CORNING 790 J SEE CHART "...- SEE CHART DEPTH - 1/4' MIN. J SHEET 7 SHEET 7 N S /n1 ULLION RE)WORCIONDO. SECURED JJAMS REO AS SEE SHEETS 2 E 3 O O JAMB LJ ALTERNATE FOR CAPACITY ALTERNATE ALTERNATE VI 16Y � m WOOD BUCK 2A .. TYPICAL ANCHORS ._ n Ir 3 V e r 3 _j j FOR SSP LING Q C T I� L. JI ITREINF. Z 0Lu METAL STRUCTURESItSECURED JAMBS NOT REOD. 1/4' MAX a D.L. OPG.t EXTERIOR SHIM SPACE ° AS RJAMB REINFORCING SHE D.L. DPG. SILICONE EXTERIOR FINISHES DOW CORNING 790 •+'; SEE SHEETS 2 & 3 NOT BY `.: `• DEPTH - 1/4' MIN. MIN &MAX. FOR CAPACITY ECO WINDOW SYS. MIN & MAX. GAP FRAME WIDTH GAP SEE CHART SEE CHART SHEET 7 SHEET 7 ° 1/4' DIA BOLT AND NUT AT 7-3/4' FROM ENDS e a AND 20-7/8. O.C. MAX. O REDD. AT UNREINF. JAMB & MULLION (SECURED JAMBS BOLT NOT REDD.) En1p: JAVAD AFiMAO 1 FLA PE 592 �aB CONPIY�t9m CAN. '3538 8 drawing no. W09-42 EC 2 294 sheat 6 of g 2 S g O i UNANCHORED JAMBS DEFLECTION AT 80 PSF NOMINAL DIMS. JAMB W/0 JAMB WITH REINFORCING REINFORCING WIDTH (W) FRAME HEIGHT 30' 35• 42' 48• 94° 80" �° .071° .051" .088° .081° .100' .072• .114° .082° .128• .082° .143• .102• 30° 38" 42' 48° 54° 90" .094° ,0871 .113, .081° .132• .094' .150° .108° 188° 121' .188° .135• 30° 38• 471 48° 54° 8G" 96° .122• M7* .148" .105° .170° .122• .195" .140' 219° .1571 .244° .175' W. 38' 42" ae° 54• 58, 102" .155' .111° .188° .134• 217' .158° 245° 178° 279• .200- 290' 208° 30" 38' 42" 48' 1" 108' .195° .140" .234' .188' ,273• .198• .312• .224- .345• 247" 30' 38" 42" 48• So° 114° .242° .174 . .291° 208' .738° 24J' .W7' 278° 90° 38" 42" 48" 120• .287° 21r .7571 .288• .418• 298° .475" .341° WITH OR WITHOUT LOAD (P) TO OBTAIN DEFLECTION AT PROJECT DETERMINE APPLICABLE JAMB (UNREINFORCED OR REINFORCED) 1) OBTAIN REQUIRED PRESSURE 2) OBTAIN DEFLECTION AT 50 PSF (D50) FROM CHART AT LEFT. 3) OBTAIN PROJECT DEFLECTION (PD). PD - SO X D50 (PD MUST NOT EXCEED L/180) FROM CHART BELOW DETERMINE THE MIN. GAP (G) APPLICABLE TO PROJECT. MAXIMUM GAP I" MINIMUM GAP = 1/4° GAP DEFLECTION MIN. MAx. .250" .250" 1J100° .420° .375° 1.000° .580" .500' 1.000" .887' .595° 1.000" ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. JAMB W/O REINFORCING JAMB WI7TI REINFORCING CONDITIONS WITH GAP BBOOmiplyhgwmtbe 1/4° OR LESS TO BE REVIEWED ON JOB TO JOB BASIS Data . a2 By NOTE: DATA IN THIS SHEET MAY BE USED TO QUALIFY SEALANT TO BE USE AT UNANCHORED JAMBS. MAXIMUM MOVEMENT CONSIDERED - ±50% (STRETCH) PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL. CAN FL4,P . 8 70592 C41C 12 arawmg no. W09-42 c mts oe-t3-°B 'o to N P w br S f EXTERIOR a ---------------- -a` i�-------avea ---------- - - m----- ----� o �- - ------ --- - ° d ECO wINWw SYSTEMS MIAMI -DARE COUNTY APPROVED WM M SEE SEPARATE NGA FOR WMWW RATING MID DETAILS a 1*I t/4' MAX. n x SFifl[ SPACE Imp ; [Jill I Ilil l � ''i' 8H iii o-19 Uni gay iii L SERIES 400 ALUM WINDOW Wl1 SMU (LJd L) AL-FAROOQ CORPORATION a ECO WINDOW SYSTEMS, LLC. ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 /� �r MEDLEY, FL 33178 TEL (W5) 885-5m FAX (3�) [S-SD02 TEL CWW 28461W FAX (30672ea�7s STORE\W09-42EC0 5.000 5.000 4 .188 998 �1�1 a I '� F 2.825 1 1.750 .875 12S 125 TYP. TYP. 1�---4.000 O ,A $ FRAME HEAD/SILL/JAMB/MULUON ALT. FRAME HEAD/SILL/JAMB/MULUON g j w 3.736 3.738 Q�Q 1 {L th = y_ .578 Li 1.453 ___.. TYP 094 /� O 875 .094T— TYP. 2 SNAP IN MATE ALT. SNAP IN MATE e 7.888 % .o9a osD �_ �. W 1.083 875 .873 .989 P, P, 062 � TYP. .831 9.432 / $ 3��^ 3 GLAZING BEAD 4 FRAME INSERT % U � w v FRAME TOP CORNER W rn g 0 3.736 F -i094 -1 I :.-' I IYP. S78 .188 B yi 5 SHEAR CUP ,.44, 375 - /'�� HORIZONTAL CORNER o 4.534 4.000 En9n JAVAD AHMAD ,v CML .725 �pdaa 0ol71p1ytpgvA*dm SCANA 0882 3 358 .250 FW6� .626 �Lu 41 dmwlo y W09-42 G) STIFFENER INSERT STIFFENER BAR FRAME BOTTOM CORNER DEC L�JJAZ sheet 9 of g ITEM N0. PART NUMBER QUANTITY D1�CBIIYfiON MATERIAL MANF. BUPPIJBN/RBMARXS 9 UW -401 AS READ. FRAME HEAD/SIU./JAbiS/MULLION 8083 -TB - IA UW -407 AS READ. ALT. FRAME HEAD/SILL/JAMB/MUWON 8083 -TB - 2 UW -402 AS REOD. SNAP -M MATE 8083-T6 - 2A UW -402 AS READ. ALT. SNAP -IN MATE 8083 -TB - 3 UW -404 AS READ. GLAZING BEAD 8083 -TB - 4 UW -408 AS READ. FRAME MSERT 8085 -TB - S UW -403 AS REOD. SHEAR CUP 8083-T8 - 8 UW -4D8 AS READ. STIFFENER INSERT 8083-T8 - 8A - AS REOD. STIFFENER BAR OALV. STEEL - 7 UW -408 AS READ. GLAZING GASKET NEOPRENE DUROMETER SStS SHORE A 8 B12 X 1-1/4' 4/ CORNER FRAME ASSEMBLY SCREWB - PH SMS 9 - 2/ LITE SETTING BLOCKS AT 1/4 POINTS NEOPRENE 3/iB" X 1/2° X 2° LONG 10 AS REOD. GLASS SPACER SILICONE FRANK LOTiE 5.000 5.000 4 .188 998 �1�1 a I '� F 2.825 1 1.750 .875 12S 125 TYP. TYP. 1�---4.000 O ,A $ FRAME HEAD/SILL/JAMB/MULUON ALT. FRAME HEAD/SILL/JAMB/MULUON g j w 3.736 3.738 Q�Q 1 {L th = y_ .578 Li 1.453 ___.. TYP 094 /� O 875 .094T— TYP. 2 SNAP IN MATE ALT. SNAP IN MATE e 7.888 % .o9a osD �_ �. W 1.083 875 .873 .989 P, P, 062 � TYP. .831 9.432 / $ 3��^ 3 GLAZING BEAD 4 FRAME INSERT % U � w v FRAME TOP CORNER W rn g 0 3.736 F -i094 -1 I :.-' I IYP. S78 .188 B yi 5 SHEAR CUP ,.44, 375 - /'�� HORIZONTAL CORNER o 4.534 4.000 En9n JAVAD AHMAD ,v CML .725 �pdaa 0ol71p1ytpgvA*dm SCANA 0882 3 358 .250 FW6� .626 �Lu 41 dmwlo y W09-42 G) STIFFENER INSERT STIFFENER BAR FRAME BOTTOM CORNER DEC L�JJAZ sheet 9 of g ITEM N0. PART NUMBER QUANTITY D1�CBIIYfiON MATERIAL MANF. BUPPIJBN/RBMARXS 9 UW -401 AS READ. FRAME HEAD/SIU./JAbiS/MULLION 8083 -TB - IA UW -407 AS READ. ALT. FRAME HEAD/SILL/JAMB/MUWON 8083 -TB - 2 UW -402 AS REOD. SNAP -M MATE 8083-T6 - 2A UW -402 AS READ. ALT. SNAP -IN MATE 8083 -TB - 3 UW -404 AS READ. GLAZING BEAD 8083 -TB - 4 UW -408 AS READ. FRAME MSERT 8085 -TB - S UW -403 AS REOD. SHEAR CUP 8083-T8 - 8 UW -4D8 AS READ. STIFFENER INSERT 8083-T8 - 8A - AS REOD. STIFFENER BAR OALV. STEEL - 7 UW -408 AS READ. GLAZING GASKET NEOPRENE DUROMETER SStS SHORE A 8 B12 X 1-1/4' 4/ CORNER FRAME ASSEMBLY SCREWB - PH SMS 9 - 2/ LITE SETTING BLOCKS AT 1/4 POINTS NEOPRENE 3/iB" X 1/2° X 2° LONG