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WS-14-2571Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-223787 Permit Number: WS -11-14-2571 Scheduled Inspection Date: December 15, 2014 Inspector: Rodriguez, Jorge Owner: BARRETO, NADINA Job Address: 43 NW 102 Street Miami Shores, FL Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW 6uiming Department comments REPLACING 11 WINDOWS WITH IMPACT Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)345-9631 Parcel Number 1131010180100 INSPECTOR COMMENTS False Phone: (305)256-1411 December 12, 2014 For Inspections please call: (305)762-4949 Page 6 of 25 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 12, 2014 For Inspections please call: (305)762-4949 Page 6 of 25 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 Permit Type: BUILDING NOV 21, 2014 FBC 20 4 Permit No.� )S ILI '? 5-7 Master Permit No. ROOFING JOB ADDRESS: 4 2) I( _) 102- gri City: 02 - City: Miami Shores County: Miami Dade Zip: 33 is 0 Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): n cA 1' K l ,) Phone#:'_-�y� 5-,4S 9 6 Address: City: i d M S h OiQ$ State: �T(. Zip: IPJ !S Tenant/Lessee Name: Phone#: Email: C 11 c) 6 C-,-> V C-� 0 Z3 _ nn1 CONTRACTOR: Company Name: Address: 147 -So S L City: ED i Cly % State: =� '� Zip: ! Qualifier N State Certification or Registration #:1)`� V!0 V �-1 t> Certificate of Competency #: Contact Phone#: ®5' 4S� (0 �) Email Address: C.. kCa h' GU na 0 0-' DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 06 1 „Soo Square/Linear Footage of Work: U Type of Work: ❑Addition ❑Alteration ❑New epair/Replace Description of Work: k t uu 1 n c U_.� --) ck-.-� Q14 -n 2::!2� Submittal Fee Scanning Fee $ Color thf a tile: Permit Fee $ CCF $ CO/CC $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ❑Demolition Bonftg 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 I Owner dr—Agent The fotsonally strument was acknowledged before me this day off , by who iknown'to a or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signoommisn Print- My APPROVED BY II Signature V Contrac The foregoing instrument was acknowledged before me this day of OQA4F)� 201., by �Q 5 QCh , who is personally known to me or who has produced Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) as ioennn aeon ana 1 NOTARY UBLIC• G••M•• o° � •�Mtai&SI ,� •y��aN 1� Sign: _ • _ o Print: My Commission Exp,y.ms did take an oath. Zoning Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if - 1. f 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, ou maybe personally liable for the worker compensation injuries of any gerson allowed to work under this permit Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner pp Print Name:lj& L Print Name: Signature: JAX I 6aju� Signature: State of Florida) County of Miami -Dade) I A Sworn to bed before"0 State of Florida) All County of Miami and subsc a da Sworn to and subkri> Y of day of. ajouftl By 1%' B (SEAL) (SEAT.) Type of Id r L 0 0L4M Tyrin of Identification FIRES: 30, 2015 ••• Thru PU* uru wwfts 2.016i s .. .2S. ;forAedhis Ig . Homeowner David & Nadina Barreto Comments Property add— 43 NW 102nd St, Miami Shores, FI, 33150 R (1) 1 C 'ZI3 RECEIVED V20`14 CD 2 7BY CD -1 CO CD (;ITY NIA 0 W cag; CD Florida room CO 3 C. 0 P Y N/A LU 5drm Ecj, re5 U CO) 30 0:� Laundry Kitchen 0 -0 front Door 5drm O CIO 90 N/A AU 0 0 N/A Ef-ore55 0 13drm Garacje CL I—U- a. 0 < 0 Garage 0 Door Ec3re55 al N/A C to CWLPr 54 for Window/Door type, cfimen5ion5 * calculated DP5 see attached chart Contractor: Homeowner: SRW & D, Inc. David & Nadina Barreto 21032 SW 91 Court, Cutler Bay, FL 33189 43 NW 102nd St, Miami Shore, FI, 33150 Tel: 305-256-1411 / Fax: 305-256-9411 Lic. # 0313S00463, SCC 131150259 Mark Window / Door Type Approvals Width Height DPS (+) DPS (-) 1 ECO -Guard Series 60 Aluminum horizontal rolling window NOA # 14-0403,09 701/2 50 56.0 60.0 2 ECO -Guard Series -300 Aluminum Fixed Window NOA # 14-0317.03 37 383/8 75.0 80.0 3 ECO -Guard Series 60 Aluminum horizontal rolling window NOA # 14-0317.01: 37 383/8 55.0 80.0 4 ECO -Guard Series 60 Aluminum horizontal rolling window, NOA # 14-0403.09 37 383/8 55.0 60.0 5 ECO -Guard Series 60 Aluminum horizontal rolling window NOA # 14-0403,09 531/8 505/8 55.0 60.0 6 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 14-0317,01 111 505/8 70.0 80.0 7 ECO -Guard Series 200 Aluminum horizontal rolling window NOA # 14-0317.01 111 505/8 . 70.0 80.0 8 ECO -Guard Series 500 Casement window NOA # 13-0206.07 37 505/8 70.0 75.0 9 ECO -Guard Series 60 Aluminum horizontal rolling windows NOA # 14-0403.09 37 383/8 55.0 60.0 10 ECO -Guard Series 60 Aluminum horizontal rolling window NOA # 14-0403.09 701./2 50 ` 55.0 60.0 11 ECO -Guard Series 60 Aluminum horizontal rolling window NOA # 14-0403:09 701/2 50 55.0 60.0 r f 7# REF* w 14-56 Date: 11/11/2014 &15 A E N G C O, inc. Contractor. Superior Window/Door Replacement Engineering Services - CA 8116 14250 SW 136 Street Bay 13 Miami, FL - 33186 5595 Orange Drive Suite 201 Job: Barreto Residence Davie - Florida - 33314 43 NW 102nd Street Tel: (954) 585-0304 Fax: (954) 585-0305 Miami Shore, FL 33150 Email: Engco@AOL.com Wind Load Calculation for Components and Cladding under ASCE/SEI 7-10 (chapter 30) Florida Building Code 2010 Mean Roof Height: (MRFQ 15 Feet Low Rise: Buildings with MRH<= 60' and MHR <= B Cladding Elevation 15 Feet Minimum Width: (B) 47 Feet Roof Slope Roof Slope Reduction Factor 1.00 Basic Wind Speed Risk Category: 175 mph II Use Figure 26.5-1A or FBC 2010 Section 26.11 Ext Pressure) zone 4 (+) I Exposure C a ZgM, (Section 26.7) 9.5 900 Exposure C: Open terrain with scattered obstructions height less than 3011. Open country, grasslands zone 4 (-) -1.10 30.4-1 (walls) zone 5 (+) Building Type Enclosed; (Fully and Partially Enclosed - Section 26.10) zone 5 (-) -1.40 zone 4 40.1 -43.4 Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 KZ - Table 30.3.1 0.85 Kh -Table 30.3.1 0.85 Kzt -Section 26.8 1.00 To be used when hill height H >=16 Velocity Pressure (qz) 56.57 Psf qz=0.00256. Kz . Kzt . Kd . V^2 Section 30.3.2 Velocity Pressure h) 56.57 Psf gh=0.00256 . Kh . Kzt . Kd . V^2 Section 30.3.1 ( Int. Pressure) 0.18 -0.18 Section 26.11 Ext Pressure) zone 4 (+) I 1.00 zone 4 (-) -1.10 30.4-1 (walls) zone 5 (+) 1.00 zone 5 (-) -1.40 zone 4 40.1 -43.4 Wind load Psf positive negative Psf Psf Wind load combination factor 0.6 0.6 zone 4 40.1 -43.4 zone 5 40.1 1 -553.6 Zone 5 for units located less than 5T' from building comers End zone (a) 57 INCHES Notation: (a) -10% of the least dimension or 0.4 of mean roof height, whichever Is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. (Sheet W1/1 L 11/11/2014 PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL M1AMtDADE WAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE,(NOA) wiirw.miamldade.aov/eeanomy Eco Windgw 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 falls 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 "Eco -Guard 609' Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W14-11, titled "Eco -Guard Series -60 Alum Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision a dated 05/23/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice o£ Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each tmit 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 140A. ADVERTISEMENT: The NOA mmnber 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 page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 14-0403.09 Expiration Date: Juno 19, 2019 „ Approval Date: June 19, 201,4 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-11, titled "Eco -Guard Series -60 Alum. Horiz. Rolling Wdw. (L.M.i.)", sheets 1 through 5 of 5, dated 03/28/14, with revision A dated 05/23/14, 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) Nater 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 along with marked—up drawings and installation diagram of an Eco -Guard series 60 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7634, dated 12/09/14, signed and sealed by Marlin Brinson, P.E. C. CALCULATIONS I. Anchor verification calculations and structural analysis,. complying with FBC 50' Edition (2014), dated 03/19/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of AcceptanceNo. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteo PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.09 issued to Eastman Chemical Company (MA) for their "Safleu HP Clear or Color Glass Interlayers" dated 03/28/13, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5o` Edition (2014), and of no financial interest, dated March 31, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. • None. E-1 Mai ae , .);. Prodaet Con 1 Exa lner NOA No. 03.09 Expiration Date: Jane 19, 2019 Approval Date: Jane 19, 2014 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Fro --GUARD SERIES -80 ATU)IIINUM HORIZONTAL ROLLING WINI)01Y APPROVAL APPLIES TO S94GLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WDOWS USING MIAMI—RADE 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 FOOLIMMENTS OF THE FLORIDA IUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL eE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EM 001 TO BASE MATERUII. SHALL 8E BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT -SHOWN IN THESE DETAILS ARE NOT PART OF THUS APPROVAL A LOAD DURATION INCREASE IS USED W DMIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON—METALLIC AND NON—COMPRESSIBLE. MATEU" INCLUDING BUT NOT LOURED TO STEE(METAL SCIS: , THAT COME INTO CONTACT WITH OTIBZR DISSXR MATETOALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG• CODE. 1/8' HEAT STREN`D GLASS I Sa r And Color Gloss BY 'Eastmon Chemical Co: 1)r HEAT STREMD CLAS SIUCONE DOW Sao 1O� TYNM EILEVATION MAXIMUM DESIGN LOAD RATING m + 55.0 PSF (FOR MS SIM AME OR WAIM R) — 60.0 PSF HEAT STREMO GLASS -0 t B � P1B By 'EI. OuPont Da Nemours & Co.. Ino.' 1 ri/e' HEAT STRDM GLASS GLASS TYPE 'A' GLASS TYPE 'B' 8/18' OVERALL LAX GLASS 5/18' GVERALL LAM. GLASS GUZING --D IONS NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS)110� AND FLORIDA BUILDING COMM SStON DECCAPATORY STATEMENT DOA05—DEC-219 +ac F. �DpBiyai�tsea ll e�rPoasaWcda n wltYpgf [4PKF. MPhdPlS 4 draw�vlr cy no. W14-11 WEEPHOLES: MM -DAVE COUNlY APPROVED MULLION a MMUON ANCHORS SEE SEPARAJE NOA Wt m 1/4" X 1-5/8" WEEPHOLES WITH BAFFLE AT 4" FROM EACH END AND AT MIDSPAN W2 - 1/4" X 1" WEEPHOLES AT 2-1/4" FROM EACH ENO AND AT MIDSPAN SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 79. ANCHORS SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM 70 THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE Ei EK FOR SPAcm 1144" M TAP= BY W (Fu -120 KSI, Fy-92 KSI) %4" DLA. ULTRA= BY `F_,J C, O' (Fu -t77 M. Fj-155 KSI) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU ISY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF RLL lA SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1/4" DIA. SELF DRILLING SCREtNS (OWE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') (NO SMM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SU OR JAMBS V4 = 3000 PSI MIN. C-90 HOLLOW IFILLH0 BUSK AT_JAMBS Pm = 2000 PSI MIN. 1092) Date WA ail `t taIt hawing no. W14-11 O � O O VENT HEIGHT iWOOD SUCKS BY 1/a' MAX A SHIM SND! t/a' MAI. 7 SHIMS TYPICAL ANCHORS MM BUCK SEE ELEV. l (�f TIPICAL 19 20 12 0 FOR SPACINSEE ELEV G dJ O FOR SPACING _ f3 STRUCTURE 4" yN$ D.I.. DL OPG. _ ( 4 (n 4B 3 ME ELEV. EXTERIOR o FOR SPACING WINDOW WITH XO UYOt7T N S Oo"�+ 3�§ MM-DADE COUNTY W rn APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEY. FOR SPACING n� oa WINDOW WDTH WINDOW WIDTH y e Fxv Do�,'"w w°�PPrarsdeacomP}ptaBrdDlt6r xi ni O FI U 1 DBa ed BaT� a 0m Thcdad A '(� drordOg rro. W14-11 sheet 3 of 5 oso tYP. 924 �{�� u% 975 .394 1203 �- 925 .082 ___ .028 .OSO TP. t'0rn. .082 .769 F 2987 1236 975 to GLAZING BEAD Q VENT TOP/BOMM RAIL Q `> a.t3s ii 1.969 pi FRAME HERO OSB ae2 $ - UP. 1.898 878 878 1258 F626 9.128 .925 . © JAMB STILE 3.188 2.017 1.750 y , .OSB LL 7''' TYP..1500 y 1 t BSD 97S 2133 Zr� .110 $ O FRAME SILL v �i MEETING RAIL W w 8 1.718 982 60 219 j' pga .340 . T-t j 75T C� M� SILL TRACK t o94 g O Fn%ED MTG. RAIL R g c 1.788 .S3 g� .asz e 2.357 2289 2.183 E"�' ' ,t,AtB°� App*"d as C= wa Lha $ FLA. PE III 70M m q 8 y0tti Lj drawing no. 4=--2 aas 6 W14-11 ® MOV. FRAME JAMB d FOtED FRAME JAMB sheat of IRP31 PART S gDANTlPY DESCRIPPIUN 1JA793RLAt, uANF./88PPL1EN/RCNAR$8 f E83 1 FRAME HERO 8083-78 - 2 E81 1 FRAME SILL. t�83-TB 3 E82 7 SqJ. TRACK M15ERT 8083-Te - 4 ES2 AS REDO. MOV. FRAME JAMB 8083-r8 - 5 E91 AS RECO. FaEp tRMdE JAMS 6083-T8 - s E84 1/ VENT rTxm uro. RAIL eosJ-rs 7 Ess 1/ VENT VtNT MEETWO SN.E 8083-is - 8 FSe t/ VENT VFldf JAMB STBE 8083-t8 - e E57 z/ vtafr TOP AND BonoM RAO. 6083-rs m Ess As RE-00. Bt�ae fiEAD sosJ—rs — 12 SL203P z/ VENT r19E6P Ud12t. AT 8-1/Y FROM TOP..& BOTTOM - suultlAN & ASSOC. 13 �8 X 5/8° 2/ LATCH LATCH MIST. SCREW ST. STEE1. FFI SMS 74 E83 a/ VENT ROLLER t10USM1G & CtADE CELLON - iS E84 2/ VENT ROLLER BR0.SS - 18 E� 2/ VENT ROLLER P84 ST. STEEL. - 17 ®8 % 1° AS RECD. FRAME/VQ4T ASSE6BLY SCREWS CRS P.H. SMS 18 B8 X J° z/ VENT F)X. RML SILL SCREWS (BILI END) CRS P.H. SMS 18 Ht1J18f AS RECD. PfLE WRtI INiEORAI FIN W'ST>dPPINO IA.TRAFAB 2t 1%07 --is—mm BtM.B SEAL SANTOPRENE 1B-'PRAFAS, DUROMETER 88ts za E2o3 As RECO. cLAzwc BEAD t�n.e sANroP1:Ef�fE uLrRAF�. DURo1�rER 9&tb 23 WA71 zJ WOW. WEEP VALVE PREfERREO ENO. PRODUCTS 24 1/ VENT 5 18' BOX SCREEN OPTfOA}Al. MIAMI-� AHAMI RADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOARC RESOURCES (RER) 1 I N5 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2539 NOTICE OF ACCEPTANCE (NOA) *yw.miamidade.gov%conomy 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 ATT (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 "Eco -Guard 300" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 'tW09-20, titled "Eco -Guard Series -300 Alum Fixed Wdw. (L.M.I.)", sheets l through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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, modeltseries, 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 ofthis 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 renews NOA# 13-0206.05 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. 14-0317.03 Expiration Date: June 17;2019 Approval Date: April 10, 2014 Page 1 Eco Window Systems, LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBYHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum.. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #13- 02 06. 05) 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 97 IN' wide x 96 1/8" 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 NOA#09-11413.118) 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 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-W2192B, dated 01/15/09, sigma and sealed by Candido F. Fant, P.E. (Subinitted under 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 Candida F. Font, P.E. (Submitted under 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 481/4" wide x 96 3/8" high Eco -Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0413.08) S. 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 sealedandido F. Font, P.E. (Submitted under NOA#09-0413.08) r Manuel P .E. Product Controler NOA No. 1W7.03 7.03 Expiration Date: June 17, 2019 Approval Date: April 10, 2014 -E-I t Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coxwoxn) 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) Rater Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 50 5/8" Nvide x 63 114" high Eco -Guard .series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test ReportNo. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Subfnitted tinder NOA#09 0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010,. dated 01/27/12, prepared by Al-Farooq Corporation, signed and seated by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their 19DuPont Butaeite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. 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. F STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 17, 2014, signed and sealed by Javad Ahmad, P.E. 2. 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. (Submitted under previous NOA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 13-0206.05, issued to Eco Window Systems, LLC for thea Series "Eco -Guard 300" Aluminum Fixed Window-- L.M.I., approved on 05/02113 and expiring on 06117/14. Manue Pe Product Control E amiar N0ANo.14- .03 Expiration Date: June 17, 2019 Approval Date: April 10, 2014 E-2 a.m .osz amass as, l FLUSH FRAME ADAPTER v L 2.780- Qt FRAME HEAD/SU/JAMB .780 ----rr .818 I.BDA ® SAD IB n MOM COVER ECO—GUARD SERIES --900 ALUMINUM ISD WINDOW DESIGN LOAD. RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SW -BY SIDE WMBPI0M OF FDC/FDC OR FDMO WITH OTHER WWDOW WES IN MODULES OF TWO OR MORE WINDOWS USING WW DARE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WIDOWS OR MULLION APPROVAL M APPLY TO ENTIRE SYSTW, THIS PRODUCT HAS DEEM DEB,WED AND TESTED 70 COMPLY WITH THE REQUIREMENTS THE FLOPolDA SIN dNO CODE mmuom HIGH YELOCDY HURRICMtE ZONE (HYRZ). WOOD LUCKS BY OTHERS, MUST BE AtMOREO PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCH,#LS SHALL BE AS LISTED, StEO AS SHgWN �! MANS ANCHORS �BEOAiENT 70 BASE MATEWAI SHALL BF. REYOAHI WALL ORESSI�PIO OR STUCCO. ANtSI0RW0 OR LOADING COND,TIONS ANDY SHOWN IN THESE 061AMS ARE NOT PARI DF nRs APPROVAL A LAAO DURATION INCA IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. UMMALS INCLUINNO BUT NOT LDARTED TO ST SCREWS, THAM CORE WTO CONTACT YM OTHER OS30RIAR SHALL MEET THE MENTS REQU90 OF THE FLORIDA BUX CODE SECTNNH 2G03.8.4. MWAC z 08 a �Q CLAM D...D.Om D.L.O. HEIGHT = WINDOW HEIGHT — 3.625° D.L.O. WIDTH m WINDOW WIDTH — 3.626" - JROsdxpl71Ta 9,Aowtnsrtt d�dtwo MdePPodartCown�' !uJ THESE WINDOWS ARE RATED FOR LARGE &SMALL MLSsLE IMPACT. 'CNA ,wmdwlgmma StN1TTERS ARE NOT REQUIRED. ,TAS'' a Aaep�nM-ND �a drOW10 n4. W09-20 ANN. GLASS x 1-1/4° 8m8 10N, AN D 10 1 FR O.a fdA1Ema ENDS GLASS TYPE 'C' GLA7.M OPTTO1Vfi HEAT StREN'D. OL49S 'Ow UM RYOOTiAs° by rotlOir 3/16' 1OAT STRENU CLASS SILIODNE 1� rnow CORNING B99 go x 1-1`4' SAES AT 3^1/2 FROM ENDS ANo 1 as MAX GI ASS TYPE 1� WMDOW W8)TH WINDOW Wm ZNDOW Wm WINDOW WIDTH I I �^ I I I I L J WINDOW VIDTH WINDOW vom W80}OW wor" I I ALLOWABLE LOADS FOR AL7EMOA SNAPE8 AS SHOWN ADM OR 60B1A(2 CAN BAS .I VEMM DY NWWNO PICTURE MM SHAPE WfTHI4 SQUARE OR tiECTANGLE SHOWN IN DOTTED UNES AND OHTAIA2N0 ALLOWABLE LOADS FROM THOSE SHAPES. mTAm PVa-bf9Y POW 3/19° ANN. CLASS p. F DowRNING ZQOD 890 141GO1 (W) i x 1-1/4° 8m8 10N, AN D 10 1 FR O.a fdA1Ema ENDS GLASS TYPE 'C' GLA7.M OPTTO1Vfi HEAT StREN'D. OL49S 'Ow UM RYOOTiAs° by rotlOir 3/16' 1OAT STRENU CLASS SILIODNE 1� rnow CORNING B99 go x 1-1`4' SAES AT 3^1/2 FROM ENDS ANo 1 as MAX GI ASS TYPE 1� WMDOW W8)TH WINDOW Wm ZNDOW Wm WINDOW WIDTH I I �^ I I I I L J WINDOW VIDTH WINDOW vom W80}OW wor" I I ALLOWABLE LOADS FOR AL7EMOA SNAPE8 AS SHOWN ADM OR 60B1A(2 CAN BAS .I VEMM DY NWWNO PICTURE MM SHAPE WfTHI4 SQUARE OR tiECTANGLE SHOWN IN DOTTED UNES AND OHTAIA2N0 ALLOWABLE LOADS FROM THOSE SHAPES. DEMON EOAD CRACM - M �tl DOM DOM GLASS 7°TPD 'C' IGASS 9YPB `D' (u E1�T.(,) ff +) Is�Ttt 9-•fJ2' i" GCA F 37' 700 904 3-1/9^ 2s' 78.0 920 74° 7&0 o Sao SAO* 78.0 90.0 ' 78A o 00.0 0-1/8" 39-3/8 755 90.0 � Ij 74' 78A 00.0 NM•f/r 704 WA 80.0 90.0 d Q 37+ 78.0 Bae 80.0 00.0 13-1/6' 71.3 78.0 no N:9OA a!Q . 74' 713 73.1 80.0 7&0 Bao 80.0 3r 63' 780 80A 80.0 63-f/e' 67.9 ma Mo 28»1/2' 74.0 80.0 BO.O 3r 76° 78A 604 804 (i g &i�1Je' 079 694 BOA J L O S " owl z id -ti =0/0 W W1601 AND LENGTH L2618ttslON9 CAN O88:MED VEBDCNLY OR XOFBZON7ALLY AS SHOWN AbOm aODllCi DFiE{7 S l l Cab PhlnHnmePto> s AcA ccpNN NMN / . p6wWre1lan bate /' t+[JJq 0flam "gods ad a NOTE. $ CLASS CAPACITIES ON THIS SHEET ARE a m u 6ASEb ON ASTM E1300-04 (3 SEC. GUSTS). itl� Pf 70592 Idfn4W6teB1oet6O DO Gv Y fadeot drawtng no. x+09-20 DESIGN LOAD CAPACM - Pte' @umv DDIB. 0btes TYPE 'C' MAW TYPE 'D' 141GO1 (W) (L) atld+) i)7&0 ar 42" 48' 69' 7r 0&0 2 784 0f.0 7&A S" 9 79.0 90.0 U 78.0 90A54^ 7&0 920w 7&0 Sao F 7&0 80.0 BOA 90.0 78.0 Ou $OA 80eD f 24' 30' 3r 42' 48' B4" 80+ Be 72' 49 7&o GOA BOA Sw 7&0 80.0 80.0 904 1 784 mo ODA 904 78A DOA BOA 904 784 BOA Boo 904 75A BOA BO.o 904 78.0 BOA BOA em 76.0 8oA MO DOA 784 7&6 80.0 900 24' 3O' 36' 42' 48" or W CB' 72" �. 7&0 "0 emo $0.0 79.0 80.0 BOA f.0 7&o 8OA 80.0 9" 784 SOA SOA 00.0 78.0 mo BOA 90.0 89.8 713 80.0 60.0 BD.2 942 BDA 004 80.2 84.2 Bao 994 90.2 94.2 SOA 904 2$ 30" 3p' 42' 48" 64' w 72' 7&o Ba0 SOA 90.0 7&0 .BDA 800 00.0 78.0 804 50.0 eOA 784 $OA 80.0 9D.0 784 79.8 Bo.O 904 66A 71.3 BOA 90.0 80.2 642 80.0 920 2q^ gO' 36' 42' 48' g4' 754 we 0" 920 784 80A Bao Sao 784 BO.O 820 S.0 7" no 804 920 6&6 8a$ no 900 943 84.3 004 90.0 24' 3T 38' 42' 4B' W* 780 60.0 80.0 90.0 764 Bao BO.o a" 7" 76.2 604 Mo. 64.6 644 8oA RA BOA 59A 60.0 920 24' 30° 3r 4r tab 75.0 80.0 $0.0 0" 780 Sao 84O gab 74.6 74.8 eOA 9" 61.5 613 Hoo ' 904 24" X" 3C' 120' 75.0 au aA 96.0 7&0 80.0 80.0 90.0 74.9 74.0 89A 900 DEMON EOAD CRACM - M �tl DOM DOM GLASS 7°TPD 'C' IGASS 9YPB `D' (u E1�T.(,) ff +) Is�Ttt 9-•fJ2' i" GCA F 37' 700 904 3-1/9^ 2s' 78.0 920 74° 7&0 o Sao SAO* 78.0 90.0 ' 78A o 00.0 0-1/8" 39-3/8 755 90.0 � Ij 74' 78A 00.0 NM•f/r 704 WA 80.0 90.0 d Q 37+ 78.0 Bae 80.0 00.0 13-1/6' 71.3 78.0 no N:9OA a!Q . 74' 713 73.1 80.0 7&0 Bao 80.0 3r 63' 780 80A 80.0 63-f/e' 67.9 ma Mo 28»1/2' 74.0 80.0 BO.O 3r 76° 78A 604 804 (i g &i�1Je' 079 694 BOA J L O S " owl z id -ti =0/0 W W1601 AND LENGTH L2618ttslON9 CAN O88:MED VEBDCNLY OR XOFBZON7ALLY AS SHOWN AbOm aODllCi DFiE{7 S l l Cab PhlnHnmePto> s AcA ccpNN NMN / . p6wWre1lan bate /' t+[JJq 0flam "gods ad a NOTE. $ CLASS CAPACITIES ON THIS SHEET ARE a m u 6ASEb ON ASTM E1300-04 (3 SEC. GUSTS). itl� Pf 70592 Idfn4W6teB1oet6O DO Gv Y fadeot drawtng no. x+09-20 roan eia TYPICALv CHR SM S J., 0 I Its SEE SEX I 1 WOOD BUCKS AND METAL STRUCTURE NOT BY ECOWDW. TYPICAL A_NCHORSI SEE Etfm roR SPACWO MUST SUSTAIN LOADS IMPOSED BY OWING SYSTEM 1 A! DIA, TAPCON 8Y 'RW'. (f -120 X% FY -02 «sn AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 1-3/8" MN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY d 0 1-1/4- MIN. EMBEO INTO CONC. OR MASONRY !1 'i � i, �• DIRECTLY INTO CONC. OR MASONRY p 0 1-1/4" MW. EMM INTO CONC. OR MASONRY 5 o4" AlT0KSORS WADE 6 CRS) o 1 I INTO METAL STRUCTURES STM : 1/8" THK. MN. (Fy = 36 KSI MIN.) ! ALUMINUM : 1/8" THK. MW. (6063 -TS MW.) ,1 (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS 09 SELF DRILLING .(Gwmt 2 C") INTO MIAMI •-DAOE COUNTY APPR04ED MULLIONS (MIN. THK. a .090') 1 (NO SHIM SPACE) i TYPICAL EDGE nI�TAN^F INTO* CONCRETE AND MASONRY a 2-1/2" MW. i INTO WOOD STRUCTURE - I" MIN. Ii INTO METAL STRUCTURE a 3/4" MN. CORtdtr:TE ro a 3000 P61 MIN. C-90 HOId.OW/FfLm BLOCK rm 1 WO PSI MIN. 2i aSBAIANT 1 ' ALL JOINTS AND FRAME CONNECTIONS SEALED PATH JOINT SEALER. t 1 t Ew. CNa PRODLICTRR1NSttb °, a e IVOWT 472 ds tdt6s Ato om N04 TIMMNICHORS Tout mum Si EV AC3tl4 atoy mSEE MIN. FOR SPAQW9 13 d�rV.7lofnliAng rto. YY -" 20 Q o \\, ;> \ rt T 9 i 0':j 1 ; y I i 1 s{ �rl� I f "• 1T$M Q PAR? Q R6gp. DB9CRiPTfOd MAM1BIBAb MANF./SOPPLiRRJR8MAd8H 1 FY301 2 FRAME HFi1DJ�lAJ.�1d$ 8083-T6 2 . FY302 As REQ. OtA�VO GW- 7/fB wnss 6083-76 - 3 FY30.T AS READ. momOBER 608;1-78 - E203 AS READ. 6tA2R18 OWBMREOPRENE N.TftAFAB .5 Fl8-8D , MASSSPAL%R - ,j8- FHtiH SAICOt1E FRAWK LOM 8 p10 x 1- 8 F� A4Y 9iR CAS PH S�8 7 flI20 - FINN FRAME ADAPfEii 8083-76 d'iNHAI. Q o \\, ;> \ rt T 9 i 0':j 1 ; y I i 1 s{ �rl� I f "• 1T$M Q PAR? Q R6gp. DB9CRiPTfOd MAM1BIBAb MANF./SOPPLiRRJR8MAd8H 1 FY301 2 FRAME HFi1DJ�lAJ.�1d$ 8083-T6 2 . FY302 As REQ. OtA�VO GW- 7/fB wnss 6083-76 - 3 FY30.T AS READ. momOBER 608;1-78 - E203 AS READ. 6tA2R18 OWBMREOPRENE N.TftAFAB .5 Fl8-8D , MASSSPAL%R - ,j8- FHtiH SAICOt1E FRAWK LOM 8 p10 x 1- 8 F� A4Y 9iR CAS PH (tfflCM ANroR S TYPICAL ANCHORS SEE ELEV. FOR SPACgtB NIM4..pppE COUNTY APPRBYEp V SEE ELM FOR SPACRHT NUMN & MULLION ANCHM SEE SEPARATE I= QQ Aft Ste E E . FOOR ACIAN► � e �3 tO i4 MAX am AIT. b. d' 8 Im8 ' 4 fig s e a' oilSEE ELM FOR SPACINO a .� . g ' it0t%1Lyy'�1Tqq'��RBN{it91�6 e . s • u�kRTCadeMt6ttieFlnr{�Ti AccepleAee40. B •��" q ,o & S ALT. Byc a n pt I �a INSTALLATION DETAILS RM FLUSH FRAME ADAI�TF.ti c .egg PnonttC1 RRVtSBLT � � r, •� An Accepteuoot+to 1 t} t1 — 1; ." P..'> ' •> - Wis mltonDato .QS � 8 T9PICN. ANpi� � 8d6[Mdpel dramtng tro. SEE 0". FM SPAM W09--20 sheer Sot 5 MIAMP E MIA 11DARECOUNTY • PRODUCT CONTROL SECTION DEPARTWIKNT OF REGULATORY AND ECONOWC RESOURCES (RER) 11805 SIV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www miamidade.goWeconomv Eco Window Systems, LLC 9114 NW- 106 Street Medley, FL 33178 ,SScom 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 duality 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 K`Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: DrawingNo. W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision D dated 02/12/14, 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 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 and renews NOA# 13-0206.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 14-0317.01 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision C dated 02/06/14, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1.. Test reports on- 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 - 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No, HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15109, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09 0312.08) 4. Test reports on. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI-08 2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Subittitted under NOA#09-0312.08) Mau ez, P E. Product Coutr 1 xa ner NOA No, 1 17.01 lrxpiratton Date: May 27, 2019 Approval Date: April 10, 2014 E-1 E, co window Systems. LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED B. TESTS (coNTPwED) 5. Test reports on: 1) Air infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Tess, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-48 2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile impact Fest per FBC, TAS 20.1-94 2) Cyclic Wind Pressure Loading per FBG, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated. 01/15/09, signed and sealed by Candida F. Font, P.E. (Submitted under NOA#09-11312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted touter NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with.marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Ma ue a P.L Product Cont 1 E miner NOA No. 0317.01 Expiration Date: May 27, 2019 Approval Date: April 1% 2014 E-2 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 203.0, dated 02./24/14, prepared by At-Farcoq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CEIrfMCATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont'SentryGlas@ Interlayer" dated 08025/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, and of no financial interest, February 24, 2014, signed and sealed by Jawad. Ahmad, P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Chief, Product Control Section. G. OTHER 1. Notice of Acceptance No. 13-0206.03, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal. Rolling Window - L.M.I.", approved on 05/02/13 and expiring on 05/27/14. Manuel Pe E. Product Control xam' er NOA No.1 7.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 E-3 3 1/2' MAX. 90-wil FALSE MUMNS (S�MAY BE USED 3 1/2" MAX. HEM/S9.L CORNERS j'aiY q n�C 311/4- 32 3/4" FALSE MUNTWS 32 3/4' 32 3/4' (SURFACEAPPI.IEDT D.L. OPG. D.L DPG. MAY BE USEb O.L OPG. O.L. OPO. 3S 3/8' 36 7/8" ....,.......... u _ w m W[NDOW WIDTH 10 S/8" NIAX. WADAILL I4' CORNERS A , 11 �II 11 II II II If 11 11 11 �IsI 11 II 1' 11 11 B I L THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. HEAT STREN'D. CLASS .OW NtERLAYER SUTACRE PWB BY 'DUPDNV CT N'D.GLASS :OW CORNWC SCS 2000 HEAT STREWO. GLASS .090" 9NTERLAYER SENTRYGLAS BY 'OUPOM' .-1/8' MEAT STREN'D. GLASS Dori CORNING 899 GE SCS 2000 GLASS TYPE 'H' TO QUAUFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. •1/8" HEAT STREN'D. CLASS SJ18' AIR SPACE i/8' HEAT STREN'O. CLASS 090' INTERLAYER ACITE BY 'DUPONT �DIrVB` HEAT STREN'DO. GLASS ECO -GUARD SERIES -200 A`T UMUMN HORIZONTAL 901UNC Al 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 H.R./H.R. OR HORIZONTAL ROWNG 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 (HYHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTEU, 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 STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE (4k (Z£OUIREMENTS OF THE FLOFWA 0L00. COW SECTION 2003.0.4. Engf: JMPRODUCrRGVISLD) tlYpL� GPN X33882 a9 ca�1plyinglpilhdie FRwfd9 BldldmgCo� Acar aNq VAkk `e 0 209 ►� � , . SETT/N6 BLOCKS AT INSLIL. LAM. OLA53 � 1 C`1d ( GLASS. TYPE C NOTCH GIAZINC BEAD LEG i TO CLEAR eLooK.a dmWTng no. W09-12 A = N0. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQM GLASS DLO WIDTHS In OR ox' DXSIGN LOAD CAPACITY - PSP (X0, OX ON XX SIM) WINDOW DDM A W/O RROW. I WTH BRINY. 016089 TYPE GIABS TYPS flLA� TYPE 'A' '8' to EXG(+) (NT.(-) EXT.(+) BNT.(-) W.(+) OTT.(-) WONH I HBOHT 26-1/2' 37" 53-1/8" 74° 26' (3) 4 7060 1 80.0 80.0 90.0 7060 WA 4 10.0 8060 840 WA 7060 8060 8 70.0 60.0 80.0 ODA 70A 8060 B 7060 80.0 80.0 90.0 7060 ODA 26-1/2' 37' 53-1/8' 74' 38-3/8' (3) 4 7060 80.0 MO 90.0 70.0 41060 _ 4 70.0 8060 80.0 9060 70A WA 0 70.0 80.0 80.0 90A 7060 80.0 8 70.0 80.0 80.0 9060 7060 80A 26-1/2' 37' 83-1/8' 74" 50-0/6' (4) 4 704 80.0 8060 90A 7060 8060 4 70.0 SMA 80.0 9060 7060 WA 8 70A 80.0 WA 90.0 70.0 WA 8 70.0 80.0 1 80.0 90.0 70.0 80.0 26-1/2' 37' 83-1/8' 74' 83" (8) 4 70.0 80A 80.0 90.0 70.0 80.0 4 68,9 77.8 80.0 90.0 7060 80.0 9 70.0 70.0 80.0 00.0 70.0 80.0 8 70.0 70.0 80.0 80.4 70.0 80.0 24' 36' 48' 60' 72' 24* (2) 4 M0 80.0 80.0 90.0 70.0 80.0 4 70.0 8D.0 8D.0 9600 7060 80.0 8 70A W.0 80.0 BOA 7060 W.0 6 70.0 840 8060 90.0 70.0 80.0 8 7060 800 80.0 90.0 70.0 80.0 24" 36' 46" W" 72' (e 4 7060 80.0 80.0 900 70.0 80.0 4 7060 80.0 80.0 9060 70.0 80.0 6 70.0 80.0 80.0 90.0 70A W.0 6 70.0 e0.b SDA 9060 7060 1 80.0 B 7060 BOA 640 WA 70A 80.0 24' 38' 48' or 72° w 4 70.0 SU 80.0 90A 70A 80.0 4 70.0 80.0 80.0 90A 70A BOA B 70.0 I 80.0 8060 90A 70.0 804 B 7060 8DA 060 W.0 7060 80A B 740 80A 8060 90.0 7060 80.0 24` 38' 48° B6° 72' 4 70.0 80.0 80.0 90.0 7060 80.0 4 704 WA 60.0 940 7060 840 B 704 70.0 804 9060 70.0 80.0 B 7060 7060 80.0 00.0 7060 WA B 7060 70.0 80A 87.6 70A 80.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQM GLASS DLO WIDTHS In OR ox' A - NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOx' DESIGN LOAD CAPAOPPY - PSP (XOX SIZES) WINDOW DIMS. A W/O RSRNP. WITH Elm. GLA89 TYPS OLABB TYPB OLABB TYPR 'A' 8' IC' EXT.(+ 91T.¢) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH "C" 74' 108-1/4' 111" �, (3) 9 70.0 8060 BOA 90.0 7060 80.0 12 7" 8060 80.0 90.0 7060 60.0 12 70A 8060 840 9060 70.0 B0.0 74" 106-1/4' 111' , (3) 9 _ 70A solo 8060 2060 70.0 8060 12 70.0 8060 8060 90.0 704 80.0 12 7060 8060 8060 9060 70.0 80A 74'80-5/8' 108-1/4" 111" (4) 9 70.0 BOA 80.0 90.0 1 7060 80.0 12 70.0 60.0 80.0 90.0 7060 80.0 12 70.0 80.0 80.0 9060 70.0 8060 74' 106-1/4' 111' SOA 9 7960 70A 80.0 90.0 70A 80.0 12 70.0 7060 90.0 B2.8 7060 W.0 12 70.0 70.0 60.0 80.4 7060 80.0 72° B4' 99° 108' 24' (2) 9 12 7060 80.0 WA 80.0 7060 80A 80.0 9060 70.0 8060 _70.0 9 70.0 00.0 80.0 904 70.0 BOA 12 70.0 80.0 60.0 90.0 70.0 80.0 12 70.0 WA -80.0 90.0 70.0 8060 72' 84' 06' 108° 38' (3) 9 70.0 8060 80.0 9060 70.0 80.0 9 70.0 8060 80.0 8060 70.0 604 12 70.0 80.0 80.0 80.0 70.0 80.0 12 7060 80.0 80.0 90.0 70.0 8060 72' 84° or 108" 48' (4) 9 7060 80.0 80.0 90.0 7060 80.0 9 70.0 80.0 80.0 90.0 7060 8060 12 70.0 640 80.0 90.0 70.0 60.0 12 70.0 BOA 80.0 804 70.0 WA 72' 84' 98' 108" 80' (5) 9 70.0 70.0 NA 80.0 7060 80.0 9 70.0 7060 80.0 90.0 70.0 5060 12 70.0_ 7060 80.0 90.0 70.0 60.0 12 70.0 70.0 80.0 67.6 70.0 60.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOx' ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. A - NO. OF ANCHORS PER WAD & SILL ( ) - NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1140) , OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xOx' 9 ti' NATE: c o��`•s GLASS CAPACITIES ON THIS SHEET ARE m a $ S BASED ON ASTM E1300-09 (3 SEC. GUSTS) - ANQ FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Sra TAD PRODUCTR81R98D FCAIL 36382BR7fa8 wtth the RAa(BO 1 [f � II BY a roQnd drawing r D. W09-12 L� sheat 2of DESIGN LOAD CAPACITY - PSP (XOX SIZES) A W/O gm. MTH REW. GLAB9 TYPB CLQ TYPE OLA88 TYPE 'A' 'S' 01R-.(+) WT.(-) £X(1+) W'.(-) Ems.(+) Mt -) tMDOWS. ' 9 70.0 80.0 80.0 90.0 70.0 80.0) 12 70.0 80.0 SOA 00.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 840 /8' ) 8 70.0 80.0 80.0 90.0 740 800 12-- 800 W0 700 800 12 - - BOA 940 70A 8060 74" 50-5/8' (4) 9 70.0 80.0 80.0 840 70.0 8060 74' or (8) 9 70.0 70A SOA 90.0 70.0 8060 72' 84` 96' 108" 24" (2) 9 70.0 60.0 004 90.0 740 90.0 B 70.0 00.0 80A 90.0 740 80.0 12 7060 80.0 WA 80.0 7060 80.0 1 12 7060 804 80.0 90.0 70.0 80.0 72' 84' 98' 108' 39" (3) 0 70.0 80.0 WA 1 WA 740 80.0 9 70A $0.0 8060 9600 740 80.0 12 7060 80.0 804 ODA 70.0 80.0 - - WA IDA 70.0 80.0 72' 84' 98' 48 9 7060 8060 80.0 90.0 70.0 80.0 9 7060 70.0 8060 90.0 70.0 80.0 12 7060 7060 130.0 9060 70.0 8060 W" (5) 9 7060 70.0 8060 8060 7060 W.O. ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. A - NO. OF ANCHORS PER WAD & SILL ( ) - NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1140) , OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xOx' 9 ti' NATE: c o��`•s GLASS CAPACITIES ON THIS SHEET ARE m a $ S BASED ON ASTM E1300-09 (3 SEC. GUSTS) - ANQ FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Sra TAD PRODUCTR81R98D FCAIL 36382BR7fa8 wtth the RAa(BO 1 [f � II BY a roQnd drawing r D. W09-12 L� sheat 2of APPROVED ANCHORS :�H END LED WITH X ANCHORS ELEV. FOR SPACING PACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, TW CA Aj1jCHORS"SEE EUW. FOR SPAMG �/4' s TAPGON BY 'fIW' (Fum120 KSI, Fy=82 KSI) BY 'EICO' (Fuo177 KSI. Fy=165 KSI) INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 10Y BUCKS INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATEO OR PAINTED) #J4 CMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. ® 1/8) (NO SHIM SPACE) TYPICAL EDGE DIWTANCJi INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE AT HEAR, SIU. OR JAMBS IN m 3000 PSI MIN. G-90 HOLLOW/WlD BLOCK AT JANBS fm - 2000 PSI MIN. ngn dAViCO .GW— CNA PA00=pSVmD a mupljdngtvithfl*Ft9tvm f1.4CA& Saiktiag Codd ID- A + . i vi�;1, t �IiE•1 �i 13 drawing no. W09-12 ® ; 1 H Smii SEE Q O © oi/e MAX TYPICAL ANCHM' m o p TYPICAL PAICHM 6-A) 11 FM SPACM Iwmm STRUOM u o AS REMO w SEE SHM 2 FOR CAPACITY W04DCW WIDTH X0 LM TYPICAL ANCHIM VENT I 11/4- MAIL 4 t? D.L 0M TYPICAL ANCHM_ p r2llAlll a aLEV «. as -.--a .asvmw / .K �� Jay 6 p a "opa AS 0. u ,� SHEET, EXTERIOR SEE WMH o , = „ra, �aep]F�MpM`33 ..yE SEPARATE KIM SEE .. ELEV.•' �7�ry�C7G1' �� ICa�YQC� jr::�°�ain��l -��■moiPRODL=.r. _ Acce �r Em. MRRSSPACMO AIT. al i I ALT. e. q TMCAL ARCHORS ,..d . SEE cm, FOR SPAOMO � e o .0 •. INsTAttATIoN DETAILS wuH FLUSH mm -Au m r ntibao �tauucrRsv •� FLh E PEI 70M �canply� aiS�t6oFledde g y gnitdlug Cale _ 3g3g NO $ Ax DaW rpm tq 3l drawing no. W09-12 `✓' { 1. �JBiiB@l t A Of t'M .715 .082.8731.434 IE 0 1.14¢ ra 11 VENT TOP/BOTTOM RAIL (1) FRAME HEAD (e� JAMB STILE 2.063 L801 1250 1 1•T— 1.340 062 JToo L1.344 — n7 MEETING RAIL U FRAME SILL 2.i88� 1.314 1.422 A40 .312 1.202 .082 .082 1.376 SILL TRACT( (ei FIXED MTG. RAIL I ® MOV. FRAME JAMB ' ® FIXED FRAME JAMB STEEL REINFORCING .045 .803 1.047 1.047 10) GLAZING BEADS 2.688 oe2 .768 2.61, ® FLUSH FRAME ADAPTER LVEM Peal• B qusflmy DESCRIPVLON MATSaTAi MANP./6n"U-/REMA3= 1 FY201 1 FRAME HEAD 6083-T6 2 FY202 1 F11A.ff SILL 8063-T8 3 PY203 1 SW. TRACK INSERT 8083-T8 4 FY205 AS WOO. MOV. FRAME JAMB 6063-T8 - 5 FY101 AS REO. FWXED FRAME JAMB 6083 -TB - 6 FY104 ,/ VENT RA FIXED MIG, R 6003•-T8 7 FY105 1/ VENT VENT 04TERLOCK SM -76 - 8 FY208 1/ VENT JAMB STLE 6063 -TB - 8 _ FY107 2/ VENT TOP AND BOTTOM RAL 6063-T6 - 10 FY10S AS WOO. CAM D (LAM. GLASS) BEA 6063-T6 1, MID AS REOD. GLAZING BEAD (INSTIL. LAM. GLASS) 6063-T6 - it - AS IEGD. REINFORCING BAR SFEEL - 12 - AS tECID. REI1FOReM BAR STEEL - 13 FY204 AS RTEOD. ADO -ON SRL RISER 6083-T6 USE AS ROD. 14 FY20B 4/ VENT ROLLER HOUSING do OWE CELCON - 15 FY209 J 2/ VENT ROLLER am - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 /8 X 1" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 86 X 3' 2/ VENT FTX. RAL SAL SOROS (SRL END) CRS P.H. SMS 18 W23191 AS READ. FTN SEAL W'STRIPPING - ULTRAFAB 20 03WT190 AS RECD. BULB SIX 0-LON I SmEam 21 E207 AS READ. BULB SEAL SANTOPRENE ULTRAFA% LWROMETER 65*5 22 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAS. DUROMM 05*5 23 FL8-80 AS REED. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 pe X 1/e' 2/ Lards LATCH MST. SCREW ST. STEEL 04 SMS 26 WA 2/ WOW. WEEP VALVE - PREFERRED ENO. PRODUCTS 27 - 1/ VENT 8/16• Box SCREEN - OPRONAL 26 FY120 - FLUSH FRAME ADAPTER Go63,-T6 OPTIONAL -2L 2/ LITE SETTING BLOCK EPOM _ GUROMETER 75*5 SHORE A LamerIN=PRODUCPRBVISBO •F Dalla FLA. PEE7AR62 °sPiplugwOh ltee Ploeldd CAA 1. g T,� n BY drocitng rw. W09-12 4 M1AMFDADE NzrAivu DAnIi COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (986) 315-2590 F (986) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mismid n .eovleconpmv 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 mater 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 area 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 "Eco -Guard 500" Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through. 6 of 6, dated 02/23111, with revision C dated 01/11113, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modeVseries, 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 MOA 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 MOA 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# 12-0223.27 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. P' NOA, No. 13-0206.07 19= 12 counrnr Expiration Date: May 19, 2016 Approval Date: May 02, 2013 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11-105, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through b of 6, dated 02/23/11 with revision C dated 01/11/13, 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, per FBC 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3140, HETI-10-3141, HETI-10-3142, HETI-10--3143 and HETI-10-3144, dated 12/29 30/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al—Farooq Corporation, dated 03/01A 1, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA#11-0309.06) 2. Glazing complies with ASTM E1300-04 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" dated 09/08/11, expiring on 12111/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO -Guard" Outswing Aluminum Casement Window -- L. approved on 05/03/12 and expiring on 05/19/16 Manuel Pjpl�jnl ProductControlxaNOA No. 7 Expiration Date: May 1% 2016 Approval Date: May 02, 2013 E-1 1/8' TEMP. GLASS 3/D' AIR SPACE 1/8' HEAT STREWD. MASS 1/8' HEAT StIEN'D. GLASS .N 1NTERLAYFR 090 INTERLAYER SUTACITE PNB BY 'OtI1RD1T' SUTA CITE PVB BY 'DUPONT' 1/8' HEAT STREWO. GLASS 1/8' HEAT STRENb. GLASS SILICONE SILICONE L' DOgtCalms r�9 L� CORNING 899 3 19 SEfTINO BI.GCt:S Al 1NSUL. IAM. GLASS NOTCH GLAZING BEAD LEG YO CLEAR BLOM GLASS TYPE 'A' GLASS TYPE 'AA' GLAZING OPTIONS DOPY APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MbWA—OAQE COUNTY APPROVED MULLIONS W 8E3WEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. . THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REGWREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCRY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE MRUCTURE. ANCHORS SHALL. BE AS LISTED. SPACED AS SHOWN ON OETAILS. 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 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INOWDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT SHALT. MEET THE REQUIREMENTS OF THE FLORIDA a= CODE SECTION 2003.8.4. Ww. HE19HTc�Rg TYPICAL ELEVATION 1MT0 AT SASH a s s 50-0 4 03' S 78' 8 MAXIMUM DESIGN LOAD RATING - + 70.0 PSF ("a Sys smm OR %+OILER) 75.0 PSF THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SNUTTERS ARE NOT REQUIRED NOTE: GLASS CAPACITIES ON THIS SHEET ARE I BASED ON ASTM E1300-04 (3 SEC. OUSTS) 15 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC--219 PRODUCT BBV[SBD ascom ditwit6ItFfaft drawing no. W11-05 NNI WOOD SUCKS AND METAL. STRUCTURE NOT BY ECO WDW. MUST SUSTAIN (AADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I • I 1'iPIGV. ANt:Fi0t6 ` ` •°: 1BY I TOR SPAM I TMM A_NCHO1tS SEE M FOR SPACM l4' DA TAPCQN '11W' (Fum120 KSI. Fy®92 10) _I DIO— Ln TRACON BY 'ELCO' (Fu.177 m "I ss KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONIC. OR MASONRY I-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY I-1/4' Miro. EMBED INTO CONC. OR MASONRY ,®14 SMS OR SELF DRILLING SCREWS (mw 2 c") INTO METAL STRUCTURES STEEL : 1/8' TKC MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6083—TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO IRE PLATED OR PAINTED) B12 SMS OR SEE DRILUI(G SCS (9RnDE 2 CRS) INTO MIAMI—DAOE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8°) (NO SHIM SPACE) TYPICAL EOOE OffiTAINCE INTO CONCRETE AND MASONRY m 2' MIN. INTO WOOD STRUCTURE ® 1" MIN INTO METAL STRUCTURE - 3/4' MIN. COAt=9 AT !READ, SILL OR JAMBS Ire - 3= FSI UIN. C-90 HOUOIV/FILLED BLOCK AT JAMS Pm n 20M PSI MIN. O oa! I ftI�l j, 8 armng no. W11-05 1 Ile MAX SHURS 1/4' MAX. Ile wx 69— D SHIMO ,a a a TYPrc7t ANCHORS TYPICAL atacxoas MY.q L'fOR may,2W WOODFM SPM rm30 MEM 5TRUORIRE fi ,aYISM _ WDOD amTYPICAI. ANCHOR6 8 OU EXTEMOR & FOR ELEV.SPACIN O.L. OPO. i VENT WIDTH w WINDOW wm N a W NIAE9—DARE CCUNIY APPROVED SEE � SSC z SEE ELEV. FOR SPACING IL it b WINDOW WIDTH wow= YAM �gi �ss Eng, JW PRODUCrR8VIM .➢ e Flh. E oi79 92 8== N11St69NioRda g CAR. "39'89 AMC KD13--&26-xl Htg�{rellon Pradoci diMving no. !qN 4 5L W11-05 ansae 3 of IYPiCAL SEE ELEV. FOR ALT. h4W-MW OCUNN APPRWEO MWLWN Qt MULUON M* ORS SEE SEPARATE MA TYPICAL SEE ELEV.OR 7-7mm �I' . 1. ' S� 15 IV arawim no. W11—d5 U1 FRAME HEAD/SU/,JAMB VENT .819 A03 .048 1.047 GLAZING BEAD (LAM. GLASS) .130 A03 .048 1.172 GLAZING BEAD (INSUL, LAM. .248 .7811 .120 SNUBBER .7ao SNUBBER -•.VENT 2.688 .662 s6o _Loll 1.750 .493 1.750 4. 493 CORNER KEY M L17 a• 3 .245 1.288 rm Past 1 4uma T7 VESCSItRtOtt MA78RFa1. Malin. 1 E60t 4 FRAM HOD/SNAP" 8085-18 2 E602 4 VENT 6083.76 3 FYf08 AS ROM MA M SW 111. MASS) 8083-T6 - 3A EMS AS REDO. HAZING BEAD OWL. LAM. MASS) 608348 - 4 mm AS REOD. SW= - VENT. PULL LENGTH 60113-T8 4A Ems AS FUM SNUBBER - FRAM. FULL LENGTH 6063-16 - a £608 I OPMOL SCi M FRAM 6083.16 1 - 7 110 X 1-1/4' AS REOD, FTUM ANO VENT ASSEMBLY SCREWS H WH SMS 8 E203 AS RM0. BULB WEATFIERSTRIPPM DUFA METER 68 SWMPRM UISRAFAB 9 =3 AS RE00, 4IAZ6i8 SFAO BULB, WALOMETER 65 SANMPREHE UL30O'A8 10 35.12.ODAN 2/ VENC 4 BAR HR M A7 TOP AND 60TFOM STEEL TRUTH. UiBTALLEO vmw (2) #10 X 6/8' SDS 11 16098.92 1 MULTI Rm LOOK SYSTEM ZWW TRUTH 12 - 8/ VEN? KEEPER STEEL - 13 1/ VENT ROTO OPERATOR ZWA /SIL TAM 14 PSM -SS 2/ OMM FTtAW4V U CORM KEY ST. STEEL - 18 FY120 AS RE00. FLUSH FRAM ADAPTER 6083-T6 OPOONAL 16 3 ANY] SAD SM RflM MM PLAIMCS 17 110 X 1-1/4' 2/ SIM FH SOS SKATE SCREWS t8 18 X 3/4' AS REOD, FH SMS SNIAM SCRLIEB IN PAIN 2' APART, PAIN SPACED a 7-3/4' O.C. t8 2/ LRE SEIRNO BLOCK 3/10' X 3/4' X 4- LONG NEOPMM AT 8' MW EACH END, M=mm 85 20 FLO-50 - GLASS 91At2:R - 1/8' HIGH $1110 NE FRANK LON SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LU ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2' FROM SILL FASTENED TO JAMBS WITH (2) 010 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES EACH #33489.00,0001 u DEFASTENEDD WITACM H (2) #10 X 1- PPPPH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8- P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES 4 BAR ST/ST HINGES #35.12.00.400 BY `TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) 010 X 5/8" P PH SELF DRILLING SCREWS 4• 41 SINGLE ARM ROTO OPERATOR 052,13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1- P PH SMS OPERATOR TRACK 030175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1- P PH SMS ANTI—SAG SKATES; VINYL ANTI -SAG SKATES BY 'M&M PLAsnCS' (2) AT LOCK STILE AT 6-3/4- FROM TOP/BOTTOM RAILS (1) AT BDTTOM RAIZ. AT 4- FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1-1/4- P FH SDS, 5 W11-051 o h 14 CY la g co y n VENT CORNER FRAME CORNER R i o S FLA PE gg 70592 abu CJW. 31M AMP � ��81°i � dt0ning no.