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WS-16-716 (2) Miami Shores Village . - � 10050 N.E.2nd Avenue NEFn-', Miami Shores,FL 33138-0000 Phone: (305)795-2204 �� Expiration:1010812016 02016 Project Address Parcel Number Applicant 1700 NE 105 Street Number: 504 1122300500800 Miami Shores, FL Block: Lot: MARCELO MORENO Owner Information Address Phone Ceti MARCELO MORENO 1700 NE 105 Street (305)527-2580 MIAMI SHORES FL 33138-2145 1700 NE 105 Street MIAMI SHORES FL 33138-2145 Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 THEVENIN ENTERPRISES INC (305)817-8087 ... :......, m....,�.�..r..��_ ,...�... ..�.v Total Sq Feet: 0 Type of Work:REPLACE 1 WINDOW. Available Inspections: No of Openings:1 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:3 Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# WS-3-16.59066 $2.00 03/18/2016 Credit Card $50.00 $156.20 DCA Fee $2.00 Education Surcharge $0.40 04/11/2016 Credit Card $156.20 $0.00 Permit Fee $110.00 Pian Review Fee(Engineer) $80.00 Plan Review Fee(Engineer) $0.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $206.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID T: 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 o ng. Fut ermore,I authorize the above-named contractor to do the work stated. April 11,2016 Autho ed Signatur :Owner / Applicant / Contractor / Agent Date Building Department Copy April 11,2016 1 r Miami Shores Village �� �' Building De p artment ots 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 L13Y;: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20(q�� BUILDING Master Permit No. K'j ` 1 ro PERMIT APPLICATION Sub Permit No. rN-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: /700 10-T oz City: Miami Shores County: Miami Dade Zip: 3R/1:M Folio/Parcel#: J/ ;)Z) C� d SO 4ogoQ is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: - Flood Zone: BFE: FFE:T %WNER:Name(Fee Simple Titleholder): Phone#: bos S?I1 2-sbo Address: I ® MS City: �1otl-ll .5q02c State: Zip: I, Tenant/Lessee Name: M42c p_ J-toactJo Phone#: Email: &(44C�-(O 6) WQ&Q,-tCA4- 6AJ'M t A) CONTRACTOR:Company Name: TheVenin Enterprlses, Inc. Phone#: 305-817-8087 Address: 2384 W. 80th Street, Bay 5 City Hialeah State: Florida Zip. 33016 Qualifier Name: Luis A. Quintana Phone#: 305-817-8087 State Certification or Registration#: CGC-1517782 Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ G OCA-00 Square/Linear Footage of Work:; Type of Work: ❑ Addition ❑ Alteration ❑ New K epair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: �` Submittal Fee$ w '0z) Permit Fee$ �, 0"00 CCF$ I. , 2ja CO/CC$ Scanning Fee$ C1 , Q Radon Fee$ DBPR$ `� Notary$, Technology Fee$ t V Training/Education Fee$ Q Double Fee$ d� Structural Reviews$ •03 Bond$ g TOTAL FEE NOW DUE$ 9 (RevisedO2/24/2014) s Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the firstJR curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wd a reinspection fee will be charged. -iSignature Signature -- n or AGENT ONTRACTOR The foregacknowledged before me this The foregoing instrum nt was acknowledged before me this 20/(A by 10 day of March 20 16 ,by Art r.eCVeI Ma II ......................wis persona own to Luis A. Quintana �personqlnown to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: MERCY CABRERA NOTARY PUBLIC: YP MY COMMISSION#EE831705 EXPIRES:SEP 03,2016 Sign: OF1 Bonded through 1st State Insurance Sign: Print: ilii Prc-$Z C,ct.6r—e ryz Print: Mercy Cabrer ,wYP° MERCYCABRERA COMMISSION#EE831705 Seal: Seal: EXPIRES:SEP 03,2016 Bonded through 1st State Insurance APPROVED BY L Plans Examiner Zoning vill, Structural Review Clerk (Revised02/24/2014) Prope Search Application-Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:3/18/2016 Property Information Folio: 11-2230-050-0800 Property Address: 1700 NE 105 ST UNIT: 504 Miami Shores,FL 33138-2145 Owner MARCELO MORENO F' 1700 NE 105 ST 504 Mailing Address MIAMI SHORES,FL 33138 USA Primary Zone 4900 MULTI-FAMILY- CONDOMINUM 0407 RESIDENTIAL-TOTAL Primary Land Use VALUE:CONDOMINIUM- RESIDENTIAL Beds/Baths t Half 1/1/1 Floors 0 Living Units 0 Actual Area Sq.Ft Living Area 891 Sq.Ft Taxable Value Information Adjusted Area 891 Sq.Ft 2015 2014 2013 Lot Size 0 Sq.Ft County Year Built 1965 Exemption Value $0 $0 $25,500 Taxable Value $79, $79,591 $20,000 Assessment Information ......591_.....___ . School Board Year 2015 2014 2013 Exemption Value $0 $0 $25,500 Land Value $0 $0 $0 Taxable Value 1 $79,591 $79,591 $20,000 .._____.._.. Building Value $0 $0 $01 City XF Value $0 $0 $0 Exemption Value $0 $0 $25,500 Market Value $79,591 $79,591 $45,500 Taxable Value $79,5911 $79,5911 $20,000 Assessed Value $79,591 $79,591 $45,500 Regional Benefits Information Exemption Value $0 $0 $25,500 Taxable Value $79,591 $79,591 $20,000 Benefit Type 2015 2014 2013 Homestead Exemption $25,000 Sales Information Second Homestead Exemption $0 Previous Price OR Book- Qualification Description Widow Exemption $500 Sale Page Note:Not all benefits are applicable to all Taxable Values(i.e.County, 10/02/2015 $157,000 29810- Qual by exam of deed School Board,City,Regional). 0964 03/31/2014 $102,500 29097 Qual by exam of deed Short Legal Description 4692 THE SHORES CONDOMINIUM 07/01/1999 $65,000 18723-Sales which are qualified APT 504 FIFTH FLOOR UNDIV.0087%INT IN COMMON 03/01/1996 $0 17224- Sales which are disqualified as a result 3955 of examination of the deed ELEMENTS CLERKS FILES 64R-124472 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disclaimer.asp http://www.miamidade.gov/propertysearch/ 3/18/2016 Via- WORK REQUEST APPLICATION Owner's Name s��C t� - � unit `t I hereby request approval from the Board of Directors for the following modification or alteration to my unit that will be performed by a licensed contractor. Electrical work Plumbing work Carpet installation "Windows Tile installation Other work Description of the work Q` '" ' ?)Z�o W Zvi Before you decide to upgrade your apartment(other than paint or carpet)you must obtain permission from the Board of Directors and/or Miami Shores Village. A copy lof the plans, specifications and permits, and a description of the licensed work to=be performed must be submitted for consideration and approval by the Miami Shores Village Building Department(305-795-2204). It is the owner's responsibility to ensure that the contractor removes all excess construction material or building debris. It cannot be placed in the dumpsters. "Window frames must be gray in color to Iook like aluminum. Windows must be Two (2)panels over Two (2) panels. Glass must be clear color. I, as the unit owner acknowledge responsibility for any damage to the building or personal injuries that may occur during the project. The Shores Condominium Inc. its officers and employees are in no way responsible for damage or theft to my apartment or my belongings. (A $200.00 deposit is required and will be refunded if no damage 4o the property is reported.) I fully un tand and agree to the statements made above. Unit owne ure Date r� Approved by: Date: ; - r CITY MIAMI- E MIAMI-DADE COUNTY ! PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND O URC (RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidad0.�ovJeconomy 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. •�" DESCRUMON:Series"Eco-Guard 300"Aluminum Fixed Window--L.M X..' •• APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-311iM l fm Fixeei-*&. ••••:• (L.M.I.)",sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/1 ;�AePLred by ArFarooq;• •�; Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade EQyj1:yProd&tCdntrol • Revision stamp with the Notice of Acceptance number and expiration date by thq mis"i-Dade•Co city . Product Control Section. ••'••' '•.'.' •.•• • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ;••;•; .' LABELING: Each unit shall bear a permanent label with the manufactures napie or loger city, std; model/series,and following statement: "Miami-Dade County Product Control�lkoyed", utllil otherv��o.. noted herein. • IAL of this NOA shall be considered after a renewal application has been filed and there has been change in the applicable building code negatively affecting the performance of this product. RMINATION 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 Dada 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#14-0317.03 and consists of this page 1 and evidence pages E-1 and E-22 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P:E. NOA No.15-0715.10 Nparife Cout�rr�r Expiration Date: June 17,2019 '"'' Approval Date: September 03,2015 Page 1 ■ Eco Window Systems,,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 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 D dated 07/08/15,prepared by Al-Farooq Corporation,.signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 971W'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 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,f A§o203-94.0..' 000000 along with installation diagram of a 971/4"wide x 96 1/8"high Et o-Ggard,,sgries 300 • aluminum double fixed window,prepared by Hurricane En4f eng&'Intitlg Inc..•••• Test Report No.HETI-08-2192B,dated 01/15/09,signed Q!;;ed byOCandido F;. o.: Font,P.E. (Submitted underNOA#09-0413.08) """ 0000 . 0000. 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-9000••; 00000 00:•.' 2)Uniform Static Air Pressure Test,Loadd dd pbt FBC,?AS010294-•••;• 3)Water Resistance Test,per FBC,TAS 2 0 along with installation diagram of a 481/4"wide x 96 3/8"highXco-GjUd series 3Q0 aluminum circular arch top fixed window,prepared by Humcane•�nginaeriag& :000*: Testing Inc.,Test Report No.HETI-082193A,dated 01/15/09,signed'm 7j sealed by Candido F.Font,P.E. (Submitted underNOA#09-04X3.08) 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-082193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted underNOA#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 NOA#09 0413.08) Adl Manuel Per E. Product Control a er NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 t Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coiwirw=) 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-08-2195A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5s' Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 0000 1. Miami-Dade Department of Regulatory and Economic Resourc es(RER)'....• *see:* E. MATERIAL CERTIFICATIONS •••••• '• 0• 000000 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray A%epiga,Inc.fof their :0000: "ButaciteO PVB Glass Interlayer"dated 04125/15,expirirtU pr.l'21111 6!• • 0000. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.AmDevica,Inc.for their #0:000 "SentryGlas®(Clear and White)Glass Interlayers"dated'06/25/15,expiring one••. 07/04/18. •• �' • . F. STATEMENTS ••0 0000 :0000: 1. Statement letter of conformance,complying with FBC-5'h Edition(2014 aid of no financial interest,dated July 8,2015,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 14-0317.03,issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I.,approved on 04/10/14 and expiring on 06/17/19. Manue Pe ez, .E. Product Control m er NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 ,. t.ti0g 2. WINDOW WIDTH =2 'i FAM UUNTM I .769 (SURFACE APPLIED) D.L.OPO. Z 11.613t 2.611 oPnoNAi. 3 8 . o9z Q FLUSH FRAME ADAPTER &750 4 __ = S Qi FRAME HEAD/SILL/JAMB .760 II ti .B,�J L � „I It II <^ II i, u 11= n II N II II — �2 GLAZING BEAD o .�. a u n n -� it it 050 =4====4:= it it B q r � 3 Qs ANCHOR COVERV MAX Z$li HEAD 'MAIA/b" CORNERS 18 6 TYPICAL ELEVATION ECO—GUARD SERIES-30d ALUMNUM FIXED WIND0I4` DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. GLASS D.LO, DIMS D.L.O. HEIGHT=+WINDOW HEIGHT— 3.828" R APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SISS R D.L.O.WIDTH =WINDOW WIDTH — 3.825' COMemTINNS OF FIX/FDL OR FOXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM •• ••a • • • • • •• M • • •• • • • • • $Oes THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WfTH THE • •• • • • • ••e • RF.GUOgMENTS OF THE FLORIDA BUILDING CODE INCLUDING MGH VELOCITY • • s • • • • • • �, <m v e HURRICANE ZONE(MM)• •• a•• •• • • s s• 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 • •• THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. " l i EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STt1C(A • • • PRODUCTREvow HUTTER9�ARE�NE7 REQUIRED. • FU PE 70692 • • • • • • • • • �"" ga ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE •• • • • Dmot5•a r •20� b 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 O 20 INemi drawing no. 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Q 3NOOI'tlS 3NOONS oro8 orae was 0.4L .4L 0'06 Oros Oro8 0'9L ' ,Z4 0.08 Orae oroa 014E ,4/t-49 woo ova Oros VSL .9¢ sSV10-exa 1R 1v3N.9t/4 swo'NDN.9t/s 0'a Orae oa cls4 as cla cla cloe o94 .M .-Q*-PUN 4-x,Lg aq.p a„y Lwwnx,L9 0ro6 woe Orae 0.01 .z/t-az ora 0'oe orae aw .4z was (-r xt (+rim (-rink (1)H10N31(a)H101M I I (-r1Nt I W-In Hum Orm (1)HLOMI M U M wI.080• �t�l Ate' ad"smo .0.MAL BSY[0 •SKID AomJI1 .O,gdAy sar[O .O,3dA�A SSP[0 'SMI B.00N91 SS 'O.N3WS 1V3H.8l/£ ssm'NM/,9t/4 �l Al-=T&3 am mm d8d-ESI TOO am WIS80 TYPICAL ANCHORS 'V SEE ME/.FOR SPACING METAL TYPCAL ANCHORS BUCK WOOD BULK1BY• STRUCTURE SEE ELLV.FOIL SPACOG OR c .• ., .. rc MIAMI-RADE OUNTY APPROVEDWOODNNMUU10N&MULLION ANCHORS7. + .. a•• SEE SEPARATE NOA s Iloo !! •i 3 2 i f Mdf TYPICAL SPACING TYPICAL ANCHORS 4 -1 fi SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING ,i IN i •1 Ij •! • i TXPICAL ANCHORS: SEE ELEv.FOR spACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. �! MUST SUSTAIN LOADS IMPOSED IYY GLAZING SYSTEM 1,/4' D& nT et•.nu 13Y'El CO' (FUd177 Ksi,Fy-ISS KSI) � U 4 AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2•MIN. PENETRATION INTO WOOD uj ! !i THRU 18Y BUCKS INTO CONC. OR MASONRY tq !i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY C ! !t 1--1/4" MIN. EMS® INTO CONC. OR MASONRY n 9 X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') Z 3T` tit INTO METAL STRUCTURES .51 i! it STEEL : 1/8'THK. MIN. (Fy 38 KSI MIN.) O.p LRILil i! i! ALUMINUM : 1/8°THK. MIN. (8083-78 MIN.) RR U (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Gf W oto fi TYPICAL EDGE DISTANCE ! INTO CONCRETE AND MASONRY= 2-1/2"MIN. .i INTO WOOD STRUCTURE= 1' MIN. li INTO METAL STRUCTURE = 3/4" MIN. !' ! WOOD AT HEAD, SILL OR JAMBS 311 - 0.88 MIN. ° CONCREM AT HEAD,SILL OR JAMBS f'e-30W PSI MIN. t C—BO HOLLOW/FILLED BLOCK AT JAMBS f m— 1800 PSI MIDI. $$ i! i! i! ! as : .i •• ••• • • • • • • 2 !i • • • • • • • • •• SEALANT: •- i, i! s • • •• • • • • • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH a�S S 0 • • • • • • • JOINT SEALER. m u o 1 s� •• ••• • • • •Olt .. 1 1 Mgn JAYAD m" PRODUCTRBVl.48D 'E a • • CMLascontylYbffiWIPotEoFialda 1 o - FLA. "m Ca& .0715. d aI 1 t •., • •� ,.y •AL ANCHORS /11..x. a4tl•. °.• I S° 1EELhV dtFgpA�tG •WOOD B'lKam JUL 1 �.� dmwing no. JUL 2015 W09-20 ••• • • • • ••• • • `• aheat3of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rm/ PART! 1wgD. MATEO" MANP./SVPPL1I gT-tA— ' 1 iY3o1 2 FRAMEHEM/8LL/JAMB 8083-T8 - 2 FY302 AS WM. WAAZ1NG BEAD-7/18'WAS= 8083-T8 - ----- 3 FY303 AS WAD. ANCHOR OR R 5083-75 a 7w 6 Q 4 E203 AS HIM WAZINO BEAD BULB NEOPRF]JE ULTIWAD 8 8 FLS-SO 1 GLASS SPACM-//S'HIGH WLICONE FWW(UM RAME 8 /10 x V 8 FASSEMBLY SCREYIS CRS PH SMS 7 FY12o - FLUSH FRNr&ADAPTER W03-T8 OVWNAI. 8 - 2/UIE SE71NO BLOCK EMWROA@TER BStb SHORE A �' O: WELOED JOINTS MIAMI-DADS COUNTY (A APPROMEO MULLMN RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS SEE SEPARATE NOA TIAIM ANCHORS SEE M.FOR SWING CORNER 1)EY'AII.S Z$G!i z ------_ --__--- U TYPICAL ANGORS SEE ELEV.FOR SPACING 1/4'MAX. PI 1/4'MAX• -a. SHMS TYPICAL.ANCHORS c SHM © SEE ELEV. TYPOAL ARCHORS R FOR SPACING SEE ELEV. • FOR SPACING 3 $$3 v,s • 4 • • • • • • METAL - • •• • - SRROIURE $�S S _._....-.-._..�.-.-.-. 4 0 V O • t WOOD K ----- yroOD ST - - Ew 4w MWD PR,oaucFRBVHsen •F • A. ;7pwd6tlaFlmidn • • • • • • •' ; ,�, f 3518 ii By Aaeptmx Date 1 2 EXTERIOR •i :• • ••• : ? •Y Budd Date 9 5 $ b •• f • t • D.L.OPO. Paod�M drowir�} �• awos-2o WINDOW R701H •• • • sheet o4 $ • • • • • • • • • • •• •• ••• •• • • • •• •• • 0 ••• 0 • tdEru y'.V TYPIOAL ANCHORS STRLCTURE MCAL ANCHORS MM—OADE COUNTY APPROVED ELEV.FOR SPACING SEE ELM FOR SPAM YULUON&MULLION ANCHORS �, s,°• ..°.' ° YSE.E SEESEPARATE NOA � � 8 ALT. �S TYPOAL ANCHORS SEE EM.FOR SPACM Y� N O 0 t/a•MAX. SHRLS ALT. z y� Lw;; .A e. rfiWAL a SEE El".FOR ANC •• ••• • • • • • •• • •s • • • • ••• • o e S ALT. s • • • • • •' • • • e m v o 2 •• ••• •• • • • •• 'a iR � INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engn JMD AWM PWDOUCI'R8I/ISSD • • • • • • . as aamyft wfth6e Ra • • • • to ttduS�C�° Utdo • •• • • •• •° • •e °v I • ° •• • • • ••• • dU Q 2Q1S .• v, v. •v' s TfpCAL•ANCHORS droving no. SEE ELEV,FOR SPACM WO9•-Zo l ••• • • • • ••• • • ahaet Sof $ • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• • • S • MIAMI• MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidad&gqv/eeonomX. 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 ERProduct 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 F1QAdAquilding Code,including the High Velocity Hurricane Zone. . . . � 0 o.... ..... . O DESCRIPTION: Series"Eco-Guard 100"Aluminum Single Hung Window-.LCL •000 00 040690 6 APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard Seribl-14V Alum. S!H. Wd% (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09,with revision E dated 06/23/dSR;Iupty repare4by AlwFarodq • Corporation, signed and sealed by Javad Ahmad, RE, bearing the Miami-Dadq* RProduct Contrtf . Revision stamp with the Notice of Acceptance number and expiration date by.'�e.;vliami•7pec-Coun�- Product Control Section. 0000.. • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant see*:* LABELING: Each unit shall bear a permanent label with the manufacturer's•ppic:or logo;city, staEe9 model/series, and following statement: "Miami Dade County Product Control Approved", uzJjs ajherwise 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.14-0317.02 and consists of this page 1 and evidence pages B-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15.0406.12 Mu►M1®LINTY j_}�G Expiration Date: April 08,2019 G•�! % Approval Date: July 02,2015 Page 1 i 1 Eco Window Systems,LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14-0317.02) 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 E dated 06/23/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202.94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635,dated 12109/14,signed and sealed by Marlin D.Brinson,P.E. 0000 (Submitted under NOA No.14-0317.02) . •0 0 9.• *000:0 2. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-9i..' : . . . 2)Uniform Static Air Pressure Test,Loading ywr VBC TA8462-94 .0.0:. 3)Water Resistance Test,per FBC,TAS 202-V4 0•• :0090: 4)Forced Entry Test,per FBC 2411 3.2.1 and 7.4$4202-44..:. 0 09006 along with installation diagram of a 106-1/2"wide x 76" highOli W-Guard.Sgries-1QQ aluminum single hung window, prepared by Hurricane Engii ea&g &0 T.esting Inc..... Test Report No. HETI-08-2166A, dated 12/15/09, signed 4tr Med by Chndido F. Fant,P.E. (Submitted under NQA No;694224.0:y 0 0 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 291-094 0000 :00 00: 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 0•• along with installation diagram of a 106--1/2"wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) report 4. Test s 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 and TAS 202-94 along with installation diagram of a 53-'/4"wide x 76"high ECO-Guard Series-l00 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08-2168,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09.0224.07) Ma ez,P.E. Product CohkrojAxamincr NOA No.15-0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(COr1TMED) 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 53-j/4"wide x 76-1/4°high ECO-Guard Series-100 aluminum single hung window,prepared by Hurricane Engineering&Testing Inc. Test Report No.HETI-08.2170,dated 12/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/27/15 and 06/23/15, 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 Acceptance No. 14.0916.10 issued to Kuraray•,6iAetica, I4 e.fpr their•;:• "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/1Spelpiring onIN11/16.0000:. F. STATEMENTS •••• • 1. Statement letter of conformance,complying with FBC-5t°Edid,51V 2014),and of no ••;••• financial interest,dated March 17,2015,issued by Al-Farooa�PErybration= ined ax11 • sealed by Javad Ahmad,P.E. ...... •• 2. Laboratory compliance letters for Test Report No. FT1,76S5, Asted bgg_�Feraestratim,:, TestingLaboratory,Inc.,dated 12/09/14,signed and sealed m D-Offinson PE., • (Submitted under previous NOA No.14.0317.02) . . • 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon,P.E.,Product Control Section Supervisor. (Submitted under previous NOA No.14-0317.02) 4. Laboratory compliance letters for Test Reports No.HETI-08-2166A, HETI-08-2166C, HETI-08-2168 and HETI.08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.0 7) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Manuel)?9f*P.E. Product Contr iner NOA No.1 -0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-2 53 11/8- 53 1/8- WINDOW WIDTH WINDOW WIDTH - 47 3/8• 47 3/8" z O.LO.(FDL LITE) O.Lo.(FIX.LITE) F 8'MAX. A 12-MAX. r MAX. A 12'MAX. N HEADHEAD m HEAD HEAD m� CORNERS 3 CORNERS 3 $ C Ii tl II I� li i �°� 0a -_=-JII�II�II'-_-_B^_^�❑IIf1II�^__=�II„HnII-_-_-- SWEEP LATCHES AT 12-1/2. FROENDS II n TVP . ;q p n u J 11 n u 3 16 lip, � I, J •�' j .-9. �� _ ao NO ANCHORS AT SRL NO ANCHORS AT SILL 0 M FALSE NUNTINS FALSE NUNTUIS " (SURFACE UPTDINNAL 47 3/B' GSUREACE OPTIONAL47 3/8' 3 Z ii D.L.o.Nom D.Lo.(VENT} 50 3/18" SP G ENDS IES 503/18- OPTIONAL 0 3/18- `F VENT WIDTH OPTIONAL TO VENT WIDTH W rng ECO—GUARD SERIES-100 SWEEP LATS ALUMINUM SINGLE HUNG W=01EQUAL LM Tn'• UNEQUAL LITES (ORIEL TYPE) r� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS CHARTS SHOWN ON SHEETS 2. TESTED UNITS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE A 5� COMBINATIONS OF S.H./SH. OR SINGLE HUNG WITH OTHER 8 N 3 A WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING `6 MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WNDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • s • • • • • • o d- a REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • •• • • • • • m S $ • •• • • HURRICANE ZONE(HVHZ). • • • • • ••• • o<m u o a • • • • s • WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER •• ••• •• • • • •• LOADS TO THE STRUCTURE. ANCHORS SWd.L BE AS LISTED. SPACED AS SHOWN ON DETAR3.ANCHORS THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. "9^ a AHMM o EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • THESE ARG NARE RATED F • • H.A.PCIVILE III � ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • • CAN. NOT PART OF THIS APPROVAL. • • • • • 0 '0 y nt •• • • • �nyyl�pfib8rolymm{ $ a g A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • •• • • -Oab L w q _ ALL SHIMS TO BE HIGH IMPACT,NON-METALUC AND NON-COMPRESSIBLE •• • • R : ! 6�! U 13205 d MATERIALS INCLUDING BUT NOT LIMITED TO STEE�AL SCREWS.THAT WO9-O8 COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ••• M Madatu C Sheet 1 of 6 • • • • • • • • • • • •• •• • • • •• •• VADTH EQUAL LITES WINDOWS WIDTH UNEQUAL LVMS WINDOWS DESIGN]AAD CAPACITY-PSY DESIGN LOAD CAPACITY-PSP S GLASS TYPES CLASS TYPE GLASS TYPES FLANGE DIMS. I 'A', W k'C' FLANGE DIMS. A' e' &'C' z J wom HEIGHr I EXT(+) INT.(-) A10TH •HEIGHT EXT(+) tNL(-) EXT.(+) 1Nr.(-) O{� 19-1/8' 78.0 904 j t9-1/8' 75.0 90.0 75.0 90.0 �+ 24' 750 90.0 24• 75.0 Sao _7SA 90.0 25-1/2' 75.0 90.0 26-1/2' 7SA 90.0 -754 90.0 � 8 32• �� 73.0 9" 32' 50=5/e" 7&0 90.0 75A 90.0 1. (3) 75.0 90.0 37" (5) 73.0 900 754 Sao Q A n 40' 750 90.0 = 40' 7&0 90.0 - 75.0 90.0 a 7t GX7 �e11 48' 754 90.0 48• 7&0 90.0 75.0 90.0 t0 53-i/8' 76A 90.0 53-1/8" 7&0 90.0 75A 90.0 = 1R 19-1/8' 75.0 90.0 '., t9-1/8" 75.0 gob 75A 90.0 24• 75A 90.0 �' 24" 75.0 90.0 73.0 90.0 S 4,1•. 15 26-1/2' 7&0 90.0 26-1/2' 75.0 90.0 75.0 90.0 � O1 x W Gi tygj�g 32' 38-3/8" 75.0 90.0 32' 83' 7&0 800 78.0 90.0 Oz Q y3$ 37• (4) 750 90.0 37` (8) 75.0 9oA 7SA 90.0 el$ 40` 75A 90.0 40' 73.0 90.0 75.0 9a0 48' 73.0 9DA EQUAL LITES 48' - - 75.0 sob t6-o UNEQUAL LITES (ORIEL TYPE) j a W-1/8' 75A 90.0 57-1/8 - �- 7&0 Sao y v 19-1/8' 750 90.0 19-i/8• 750 90.0 _754 Sao 24' 75.0 90.0 24" 75.0 90.0 754 9a0 (n 26-1/2' 75.0 80.0- m 28-1/2' 75.0 90.0 75.0 90.0 ,S W. 50-5/8• 75.0 90.0 � 32' 76' 7&0 90.0 7&0 904 37` (5) 7&0 90.0 15 37" (7) - - 75.0 90.0 Z W 40' 75.0 90.0 a 40" - - 750 90.0 O 8 00 48" 75.0 90.0 48' - - 754 90.0n 53-1/8' 7&0 90.0 53-1/e' - - 75.0 90.0 . O 19-1/8• 75.0 90.0 2a" 75.0 90.0 TO QUALIFY FOR SMALL MISSILE IMPACT RATING Z 26-t/2' 7&0 90.0 EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. z 32" 83" 7&O 90.0 9 U S 37" (e) 75.0_ 90.0 $ w 6r 40" 75.0 90.0 1/8'HEAT STRENb.GLASS 48' 75.0 9a0 z 5/18`AIR SPACE PR O 53-1/B' 7SA 90.0 1/8'HEAT STREN'D.GLASS D„ 6 Vft to 1/8'HEAT WREN-O.G1A85 3/18'HEAT STREWD.GLASS G7 J L+ 19-i/8' 75.0 90.0 tt88 .090'IrAeHayer A 1m 61 .080•Interkyer 080"Inwvjer q 24' 7&0 90.0 DvPaft ButaaBe PV8 Dupont Butoolte PVB Oupmt Sulwfle PVB / a 26-1/2' 75.0 90.0 By'Kuraray Americo,Inc.' By'KurcM Americo.Inc.' By'Kuroroy Amee-.Ine.' By 32' 76" 75.0 90.0 p, 1/8"HEAT STR1N0.CLASS J/18'HEAT STREN'D.GLASS t/8•HEAT STREN'D.GLASS 37' (7) 75.0 90.04T 7&0 904 Z 48' 7&0 900 z F SILICONE SBICONE SIUCONE i G{ DOW 899 DOW 899 z DOW 899 53-1/8" 75.0 90.0 y • • • • • • • in ro ro 18 t t • • • • • • • '•!� t8 21 18 • •• • • • • W ' •• • • • ••• 13 �o t 't • • ••• • • • i SETTING BLOCKS AT c a m o m w LAM.GLASS AND INSUL UM.CLASS NOTCH GIA21NO BEAD LEG TO CLEAR BLOCKS 8 • 21 21 86 2f EnV 4VAD_M •1 AT 1/4�OJTS ON I.fIES 1/4 cM • • AT 1/4 POINTS FUL 70892 B 13 YBOER T1uLN 36'ONLY �,�1`c�1•WroER T�"a•.' • : 2W is�'S� CAN, yg GLASS TYPE 'A' USNMI:11 •• •• • •• • • GLASS TYPE 'C' a 8 NOTE: •• • • 00* • drowing no. GLASS CAPACITIES ON THIS SHEET ARE GLAZING OPTION OI5 BASED ON ASTM E1300-09 (3 SEC. GUSTS) W09-0$ AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-218 ••• • sheet 2 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Ivy SEE ANCHORS TYPICAL ANCHORS o WCIt EE ELEV.FOR SPACSPACING0 ' WOOD t SEE ELEV.FOR SPACING a _ d e - X-i `''a'O' b.• EDGE eEOOMMM—DAVE 010"APPROVED ANCHORSMIILUON&MUWON EDGE GIST DIST [MAL SEE SEPARATE N0A a •,• . EDGE DIST W Z I . 5 s �� TYPICAL ANCHORS TYPICAL ANCHORS 41.A< SEE ELEV.FOR SPACING SEE ELF/.FOR SPACINGW I � I I I 10 o WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. V g MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM d �i AND TRANSFER THEM TO THE BUILDING STRUCTURE. OPRONAL TO to 8I D­ 1301701A ANCHORS: SEE EM.FOR SPACING 1W DIA. ULTRACON BY 'Et CO' (FU-177 KSI,Fy=155 KSt) F ►Ot OB 14 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES g tiSSAA-�Qci n 4 5 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) w ca 4 ,4 THRU 1 BY BUCKS INTO CONC. OR MASONRY 00" 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) Z��► W i is 2t 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 3 z I DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) $ IU 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W I o I ,#14 SMS OR SELF DRILLING SCREWS (GRADE 2 ORS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8-) INTO METAL STRUCTURES it STEEL : 1/8"GA. MRV. (Fy = 36 KSI MIN.) t ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) SPIRE ( TEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) m '6 TYPICAL MIX DISTANCE +� tt INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. O t5 18 •• ••• • • • • • •• INTO METAL STRUCTURE = 3/4" MIN. c m a y 14A • • o.: • • • • • WOOD AT HEAD,SILT.OR JAMBS SG n 0.55 MIN. g •• •• 0 • i i ••• •• CONCRETE AT HEAD, SILL OR JAMBS Pc =3000 PSI MIN. s°g<m�em •• ••• **0 • • • •• C-90 HOLLOW/MW NORMAL WEIGHT CMU AT JAMBS fm =2�0 PSt M1N -- dSRD 1�eatm 4-1016 .- • 4a° a .° • ••• • • Ne PE •• ��28 RA. CA.M.3SSi192 g ..q, •, `�al •• • • • • ° .4 $ '` e. ' ••• •• •••,4E ••• • 015 drawing no. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH X09—(}$ °e JOINT SEALER. - eheat Sof 6 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • ° ITEM# PART g REV. D88CR1PTLON MATSSIAL MANP./8iJPPLIBR/ttB6tAR� FU 1 FY101 I FRAME HEAD 6083-T62 FYt 15 1 FR ME SIJ. 8063-T63 M03 2 TRAM£JAMB 8083-T64 FY104 1 FrAM MM.RAO. 8083-T6 5 FY105 1 VENT TOP RAIL 6083-T86 FY114 1 VENT BOTTOM WAIL 8063-T67 FY107 2 VENT SIDE RAIL 8003-T68 FY1OS AS ROD. GIVING BEAD(5/16•IAM.GLASS) 6063-T6SA MOB AS ROD. GLA2ING BEAD(7/18•LAM.GLASS) 6063-T6 -APPROVED iU10 t18 FY170 AS ROD. GLAZING BEAD(D15UL LAM.GLASS) 6083-T69 MIS 2/VENT SASH STOP 6063-T5SEE S t•7A TYPICAL�FO�' 11 FY113 2/VENT SPRING LOADED LATCH,AT 7-FROM ENDS 6063-T8SEE ELLV.FOR S'Ap11GIIA - 1/LATCH LATCH SPRING ST.STEEL12 SL203P 2/VENT SWEEP LATCH.AT 17-1/2•FROM ENDS ZAMAK SULLMN&ASSOC.12A 0 X s/6' 2/LATCH LATCH W.SCREWS ST.STEEL. FH sMs 13 - AS RECD. SETTING BLOCX EPOM DUROMETER SO.tS SHORE A �...� = 14 08 X t' AS RECD. FRAME&VENT ASSEMBLY SCREWS CRS PH SMS ----- UA ®8 X 3/8' 2/VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS ; g 15 E207 AS RECD. BOTTOM RAIL SEAL-SERIES 101 NEOPRENE ULTRAFAB _ ;20A N#BX AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB YBIf AS RECD. FIN SEAL W'STRWMG - ULTW�FAS N 4/VENT SASH GUIDE CELCON M&M PLASTICS 1/GUIDE SASH GUIDE OST.SCREW CRS ON sus TYPE 8 ' WWOOW WIDTH dll++ VAN=vmm 2/VENT SASH BALANCE - SU�CDST BY BSI g N^ 1/BALANCE BALANCE INST.SCREW - P FH SMS 21 - AS RECD. GLASS SPACER SILICONE FRANK LOW 22 - s/1s•HOX SCREEN - OPTIONAL 1 23 FY720 - nMFRAME ADAPTER 8083-T6 OPTIONAL Z TYPICAL ANCHORS 24 - - WSUL.GLASS EDGE SPACER ST.STEEL. CAR oL XL a.Q SEE ELEV. FOR SPACING O Wrng� t/4'MAX. Q 1/4•MAX. VENT WIDTH SIMS IBY 1/4'MAX. METAL SHIM W000 Sucks SHIM sTRucTURE � 18 7 p> ELEV. Rs TYPICAL ANCHORS ppp� 4 Y - - - - I °. FOR sPaclNc SEE ELEV. 01 FOR SPACING Qg °• �+ =�_��•• • • tf � c mi4 • • • • SCREEN OPTtONA1.-----•�__ • •• • •LF0 • •• • • • .00 900 00 0 yys� bamun � � • G7 to EXTERIOR r 3 .•.eJ .:qr. AVA ta, o DA.GPC. • • • • ••• •- • fU PE 70562 g -0 0 •• . . . AZ d/OWlflg nC. OqLm" 5 W09-08 BY / sheat 4of 8 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • TWICAL ORS • _ EDGE OIST. SEE ELEYANCHFOR SPACING 1 TYPICAL ANCHORS METAL MIAM—DARE COUNTY APPROVED --------- n SEE E".FOR SPACING EDGE GIST. STRUCTURE MULUGH&MULUON ANCHORS Z SEE SEPARATE NOA O J ..•� e, EDGE DIST.NxvW i 0ALT. TYPICAL ANCHORS SEE REV.FOR SPAM � U J N lxv LL 3M { /�`�) y�{ OD O Mmj� 1/4"MAX. �-' "" 20 3 iO SHM ALT. Z O`► TYPICAL ANCHORS W rn S SEE ELEV. FOR SPAMG d a C. wLsoNRY � i d $ $ $ 's. ALT. • •• • e . • •.. • • . . . . • . . . c a m u o w INSTALL!! ON DETAUS WITH FLUSH FRAME ADAFTI R &W.�MW •' • •.• • ... • • PIA.PE7�92 g CAJL tdbmc drawing no. :9' . • • • • e • fav •v. s•, ..v'.•e ;, v'e •e • • • O1q B ! W09—as sheet 5 of 6 • • • • • • • • • • • • • • • • • • • .• .• • • • •. •• �---2.750 A82 T 14 8 1.899 7S0 Sr-2. id 0 q .813 -t 2.750 i£61 . I n �1I � --2.812 1.1140 , 12 Q FRAME HEAD 1.202 V .fit 2.874 �p 2.188 O FRAME JAMB ,.375 1.001 --�••.St9 .394-1 I- -1.42.2 1.422 .1� I IL Z tb .043 .803 .050 .903 .045 ® FDC. MEETING RAIL ® 1.047 ® 1.047 ® ,.047 - tJ dJ GLAZING BEADS 3g¢ J 1.434 ¢ Vl 1.250 .082ps 2A83 tya 1.087 .08.2 1.140 g n II .821 � 1 O OM 1.140�I ® VENT TOP RAIL t�7 VENT SIDE RAIL 3 2.027 / � 0 V 1.247 --Ot O .062 2.773 .078 1.448 1.928 1.750 1.254 L Ell 0 F ,.,40 .963 � VENT CORNER DETAIL q © VENT BOTTOM RAIL tt SPRING LOADED LATCH 2.974 •• ••• • e •• I N m • •• • • • o • • • • • I 0<m�oW 00 .96a d(��/ S00a z.fie9� FRAME CORNES DETAIL " C ° .062 • • • • • • • A74 .S(W ••• •• ••• •• � - 2.811 2Q} c drawing no. W09-08 �2 FRAME SILL ® FLUSH FRAME ADAPTER �eet Bot BS of B ••• • • • ••• 0 0 MIAMI-RADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION D®NT 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.aovteconomy 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"Eco-Guard 300"Aluminum Fixed Window--L.M I. ••• ••••• "":' APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300*Alam Fixed000 ?Ar. • (L.M.I.)",sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/l!Jgp1red by A1;Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade C%V"Product Control Revision stamp with the Notice of Acceptance number and expiration date by thAAaml-Dads Wanly ••••• Product Control Section. 04:60: " ' •• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0• LABELING: Each unit shall bear a permanent label with the manufactureet nalnd or logo city, statag••:• model/series, and following statement: "Miami-Dade County Product Control A5tproved", All;o{{herwt2 • noted herein. 000:00 •• •••0 • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there Pias 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#14-0317.03 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,PX. NOA No.15-0715.10 Mrarsr nA E courant Expiration Date: June 17,2019 Approval Date: September 03,2015 Cil Page 1 s Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw. {L.M.L)", sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,.signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with 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.RETI-08-2192A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under 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 97114"wide x 96 1/8"IIjk$eo-GuArtrseries 3W•:• aluminum double fixed window,prepared by Hurricane EngjDgjVvg&,604i Inc.,...:. Test Report No.HETI-08-2192B,dated 01/15/09,signed and afaled by Candido F.:.... Font,P.E. (Submitted under NOA#09-0413.08) •••• ' 3. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94"'• '••••• • 2)Uniform Static Air Pressure Test,Loadin �-ftC,T 9 294• •... 3)Water Resistance Test,per FBC,TAS 202;44.. • along with installation diagram of a 481/4"wide x 96 3/8"Mgh'Eeo-Guard series 388••:• aluminum circular arch top fixed window,prepared by HurrtanrFngineermg& :....: Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/OV,signed add'sealed by Candido F.Font,P.E. (Submitted underNOA#09-04X3.08) 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 01/15109,signed and sealed by Candido F.Font,P.E. (Submitted under 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 b Candido F.Font,P.E. (Submitted under NOA#09 0413.08) Manue Pe E. Product Control Eka-mAer NOA No.15-0715-10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 r Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coiwrm=D) 6. Test reports on: l)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-08-2195A,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5a' Edition(2014),dated 07/08/15,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 Acceptance No. 14-0916.10 issued to Kuraray AmovAml Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring tr t2/1 lm..:. • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.AmI ,Inc.1%t4eir •.; "SentryGlas@(Clear and White)Glass Interlayers"dated.6.4015,elpifiut on .... 07/04/18. 00go '. F. STATEMENTS 0 " 1. Statement letter of conformance,complying with FBC-5111 Edition(2014),-qllnoa cf no financial interest,dated July 8,2015,issued by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 14-0317.03,issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I.,approved on 04/10/14 and expiring on 06/17/19. Manue Pe". .E. Product Control ExAm er NOA No.15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 I.ea 2.�e WINDOW WIDTH �U =2 to _T FAM MUNIINS 789 oP o l �G ZO 1.813 1 .876 A 1.000 - 7.811 3 .082 Q FLUSH FRAME ADAPTER 2780 II 11 89 A Q/ FRAME HEAD/SILL/MA -=II R13 .808 GLAZING BEAD1.070 ii ii rj a 11 .375 _� tie Q ANCHOR COVER 3 O o_M - Z71 i Ir MAX.ttFAD IHEAD/SILL Z L �. 8. TYPICAL ELEVATION ECO—GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. GLASS_D.LO. DIMS. o a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SNE D.L.O. HEIGHT =WINDOW HEIGHT - o B R COMBINATIONS OF FIX./FDL OR FIXED WITH OTHER D.L.O.WIDTH m WMOOW WIDTH - 3.862525"' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS 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 DEIGNED AND TESTED TO COMPLY WITH THE • • S^e S REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • •• ••• • • •.• • s m o 0 HURRICANE ZONE(HVHZ). • • • • • • • • • •• ••• •• • • • •• WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER tj LOADS TO THE STRUCTURE ANCHIXtS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS STHESE WWF ARERATED REQUIR�OR LARGE&SMALL MISSILE IMPACT. Iy1A /'Rt>IN1CT RGV18M S EMBEDMENT TO BASE MATERIA.SHALL BE BEYOND WAIL.DRESSING OR STUCCO. . .• "M Buimins bwewdAe�eFktl&A ANCHORING OR LOADWO CONDITIONS NOT SHOWN IN THESE NAILS ARE • • i • i • • • A, NO T NOT PART OF THIS APPROVAL •• • • • • • • • • g A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ••• • ••• i•• ••• droat no. MATERIALS INCLUDING BUT NOT IJMfIED TG S 6�AL SCREWS.THAT 102015 � COME INTO CONTACT WITH OTHER DISSIMILAR SHAD.MEET THE W09-20 REQUIREMENTS OF THE FLORIDA UN.COM sheat 1 of 5 DEMON LOAD CAPACITY-PSP DEUTON TOAD CAPACITY-PSP �V 3/is"ANN.GLASS 3/18'HEAT STIEN'D.CLAM VINDOW Dm. OLJ89 TYP&'C' CLASS TYPE'D' VINDOM Ilm OId98 TYPE'C' CLAN TYPE b' 1 rtoy�r Ow l�o WIDTH(W) (I), W4+) INT.(-) W.(+) INT.(-) WIDTH M LKNOTH(L) Fxr.(+) INT(-) Exr.(+) iNL(-) O � Giae �m PV8 swlb 24' 750 a" BOA 90.0 28-1/2' 7" a" 80.0 00.0 B'xvrom PonerkC4 da.' By luroroy America.Ina' 30' 750 80.0 80A 80.0 37' 28' 70.0 B0.0 00.0 90A 3/18'ANN.GLASS 3/18'HEAT SM-0.GLASS 38• 75b 80.0 SOA 90.0 53-1/5' 75.0_ SDA 80A SOA 42' 3s' 75.0 80.0 BOA 00.0 7$ 78.0 BOA BOA 00.0 SILICONE smjOw CORNING 809 COMM 809 48' 75.0 BOA BOA 90.0 28-1/2' 78.0 BOA 904 BOA DOWGE SCS 2000 GE SCS 20M 54' 75.0 800 1 80.0 90.0 3r 3�,. 75A Bao 80.0 90.0 80' 750 80.0 BOA SOX 83-1/8' 78.0 80.0 80.0 ODA n I. 88' 7SA 80.0 80.0 90.0 74' 75A BOA SDA 90.0 T: ID 4 III m 4 I j 72' 754 BOA 80.0 9D.0 zB-s/2' 754 BOA 904 90.0 24• 754 BOA 80.0 90.0 3r 754 89.0 ODA 90.0 Gg a 4 a IT I! AT 1/4 POB41s ! AT 1/4 POB4rS 30-3/a• �p 8 s 0 8 ON lT1a WIDER it ji 8 ON LUES WAER 30' 75A 80.0 80.0 oA 83-1/8' 71.3 78.0 80A OOA THAN 38'OTBY THAN 38'ONLY 38' 750 804 80.0 90.0 74' 71.3 73.1 BOA 90.0 42` 4r 75A BOA 80.0 90.0 28.1/2' 754 80.0 8" 9DA � jQ 4B' 75A 80.0 BOA no 3r or 7&0 sa0 804 90.0 e�i11 �8 x 1-1`4'SMS ge x 1-114'SMS 84' 75.0 800 BoA Sao 53-1/8' 67.9 726 80.0 90.0 AT 3-1/2 FROM ENS AT 3-1/2 FROM ENDS 80' 75.0 80.0 SOA 90A 26-1/2' 7&0 a" SOA 90.0 • AND 10'O.C.MAX. AIS 10'04.MAX. 88' 784 80A 80.0 90.0 3r 78' 78A BOA 80A 90A � U GIASS TYPE 'C' GLASS TYPE 'D' 72' 75.0 78.6 80.0 GOA 53-1/8' 87.0 80R 800 90A GLAZING OPTIONS 30' 73A BOA BOA 90.0 Vi 38' 73A 80A 80.0 90A W 42' �. no 80.0 SOA 90.0 48' 7560 00.0 804 9060 5'r 86.8 719 SAO ODA 8 n_ BO' 802 84.2 BOA 904 of 3 Sol 84.2 _ L O WINDOW WIDTH TT94DOIN TIBTTH 72 60.2 64.2 80.0 ODA 24' 7560 80.0 80.0 90.0 $Z •^ 75A 8OJ0 a" GOA 0 �% oil 3s• 7SA BOA a" 90.0wo+�I72• 73A 8a0 80.0 OOA46' 75A 6 SILO fto r84' s&B 71.3 Bob 90.0 WIDTH AND LENOTH 030S10NS CAN BE ORIENTEDis $ k l 10' a.2 64.2 BOA 9060vERTICAIIY OR Fi9WZONTALLY AS SHOWN ABOVE.24' 750 Bao BSA 00.0 WINDOW WIDTH -WINDOW Wm- -WINDOW WIOTH30' 75A 80.0 BOA 90.0 + ss' �. 7560 �.o Bao 9GA r , 42' 70.0 Tao eo o WA I 48' a" s&8 BOA 90.0 I r I I j 54' 849 64.3 80.0 WA I I I 24' 7&0 8w 90.0 900 Ts $ W. •• •• ••30 • : i A BOA BOA Sao --I • • ••38"• W .• •/84 7&2 BOA 90.0 • NOTE: $s s S WINDOW WIDTH W13>tlws WIDTH YYO�OYT WIDTH I I •• •0 042 0 • 84.6 80.0 8060 GLASS CAPACITIES ON THIS SHEET ARE o<a o 0 - - - - •• ••• 4YI'r • • • a75A 80.0 SOA 9ao BASED ON ASTM E1300-09 (3 SEC GUSTS). r 24' 7560 8060 8060 904 g 1�• 75.0 800 80.0 BOA npr. MIND 14TAIRTCrRBVISRD Fri t I I • ••• , 38"• • lab 74b 8D.0 a.o F A.K 2 Y�9wlmmoPlSld. r r I • • it Mb• 81.5 80.0 Sao • �Cob b I a If.to L • • •14` • 75A• •80.0 BOA 90A Ion Dab •• •• • aTo' •120' • SOA BOA 00.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR S9OIAR CAN 8E •• • •38' 74.8 74.3 BOA 9M0 mi dr0edlg rro. VERIM BY INSCMING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS JU 2015 y1i09-20 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. • Sheet Q of • • • • • • • • • • TYPICAL ANCHORS t>TY SEE EILW FOR SPACING MEON. TYPICAL ANCHORS D BUM ��lj WOOD�� STRUCTURE SEE ELEV.FOR SPACMOR wow HE A:; 'a 4 v. .'A:a ,�'q.4.e'•e rka MW G—DADE COUNTY APP(OIVEDMUUJON° a•' SEE ARAB TEMU OA ANCHORS 1 I�� 2 II ;j !! �! TYPICAL ANCHORS TYPICAL ANCHORS if d SEE ELEV.FOR SPACING SEE ELEV.FOR SPACDKI i I ! I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE Em.FDR sPAcm �! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ]/e• DIA InTRAc�1Jd BY'ELCO' (Fug t77 K%FY-155 XSQ V y AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD N !! THRU 1BY BUCKS INTO CONC. OR MASONRY I it !1 ii 1-1/4" MIN. EMBED INTO CONC. OR MASONRY � !i ij ! DIRECTLY INTO CONC. OR MASONRY O ! !i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SUE DRILLING SCREMIS (MDE 2 CRS) O O_ !� ! INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") Z.4:. ^ 1 1 INTO METAL STRUCTURES z STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) p i! i! ALUMINUM : 1/8"THK. MIN. (6063—TS MIN.) U 8 IS Ij (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINED) C.7 TYPICAL EOGE DISTANCE !! INTO CONCRETE AND MASONRY = 2-1/2"MIN. ii INTO WOOD STRUCTURE= 1" MIN. !yy)I ti INTO METAL STRUCTURE = 3/4" MIN. i! ij 0g !! !� WOOD AT HEAD,SILL OR JAMBS SG m 0.88 MIN. c g E !' CONCRETE AT HEAD,SIL.OR JAMBS f c - 3000 PSI MIN. 4 K 3Y C-80 HOLLONV/FILLED BLOCK AT JAMS 1 m- 15M PSI MOL II N :I I 2i �i • • •• SEALANT. 3 •• ••• • • • d ;I • • • • • • • • tl �I# i �j • • • • • • • •� ALL JOINTS AND FRAME CONNECTIONS SEALED WITH �a o S 5 a a �l • • • ••• JOINT SEALER. O • •• • • • y c a m u n 1 'v • • 9qn M D PRoD=RBVmm N •� 0 ° FIA 70582 ��olnPty�$WK64•FIOJIda gg �i i , •. ..'•• • I 71 01,105• MBy SEE ELEV. 71 ANCHORS dragring n0. . <"• .s.' . .< ELEY F'�tSPAgH6 � mm MR SPAMJULI ZOib W09-20 sheet of • •• 90 ••• 0 i• •• •• •. .. • • . .• .• • S M4 i -- HIM Moonwa OZ-60M g10Z 4 6up,p wwa�a • :''•`� e • • o• od0 TO As A s>cxN a•♦ i ••• • i i•• 2LOItiLX� a t • •• : :. • • • ei• ••• y U88U8aJJnG.Olk1 tAwg • e • • _ is OOOM 4 900d MY O O 0 D �_ 3anlxwts — • • — Mer1Vr•1 •• • i i•• •o &$ e'Q 9 I aacw�aoi k— n313 33s tuaMo aoi Mats 9tox�nro roawu SHOHOW >i 9 O Ta.v/t 8�� .� �` HLOW MOOPBM HkgM MOOPUM ' 0I00VdS M'ATE 33S SaOHAW NNdAL Zia z wWID � 9NI0VdS a0d'A3I3 33S SW ,7mtau VOH 31VaVd3S 33s N %WNOa UM M smouNIM vvinwo SMOCNIA 3WOS NO '1Z3H MOMMALkftM 3 SINWp 030u% V 3MM GM a313f'MW Ma )WW WLM Mn/Z -• 9 IVNCUD 91-Mo a31dVOV MW HM 0a L ae f SMS Rd 910 MUM XIGYGM 39AW 9 .&x ot# 9 3M01)WVad 3NO0nS Hm.9/1-mwdS wo t 09-911 9 9 '�l sma in 3N3Md03H 87fl8 am w"m '00 1 SV cm i z 8 = 9L-0909 Moo HwimV '003a SV VOW 1 9 81-0909 SSVS.9t/L-am mum 'O03a SV totu Z o a - 91-cm 9MNA/TI am 39991 a tozu t A 9aatlpP va31•idd119/•mm 7VI uvyt ao1Sdmm I 'Oben i daMed i➢=Lt METAL TYPICAL ANCHORS STRICTURE � F'OR�SPAWiO MVQD-SDE CWNTf APPROVED SEE 6".POR SPACING SEE &MULLION ANCNORS �, °:.• ..e.. > I SEE SEPARATE NOA we •�° � °. I � 6 0 F9L () ALT. TYPICAL Q SEE E FOR 7AmNCHORS 1/a'MAX. v z"• SNUtS ALT. $ • t� Wws% TYPICAL NDFtS 7- ' IRE ' SEE E FOR SP . a s T 7 ALT. • • •• • • • • • • •• • • • • ••• • g<m�o • 00 0• • • • • : •• ki INSTALLATION DETAILS WITH FLUSH FRAME ADAP Fr4m Rao NWO PRMUCTRBVISM +� FM PIT f 7=2 ea oemptyingw18t9•Flo$da ••• • •°• ° ••° • • • • • • • • • dab �•' '°: s:r_♦'.a,. .• I •• � •t t• • •�• • i•• ••• JU 02015 ° reveing • d no. SEE ELEV.FOR SPACING WO9'—ZO sheet Sof $ ••• • • w 1 •►• • • • •• •: ••• •t• • •