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WS-16-712 P p. Miami Shores Village a y� Via; � it,; ? }y�s.,, ��k, .•}�� �a a:; 10050 N.E.2nd Avenue NE _ F' •m Miami Shores,FL 33138-0000 , Phone. (305)795-2204 ° � � tea. ,3 Expiration: 09/24/2016 Project Address Parcel Number Applicant 550 NE 95 Street 1132060140810 Miami Shores, FL 33138- Block: Lot: DANIEL KENT Owner Information Address Phone Celt DANIEL KENT 550 NE 95 Street MIAMI SHORES FL 33138-2732 Contractor(s) Phone Cell Phone Valuation: $ 15,000.00 "ILA CONSTRUCTION&GLAZING (305)974-8031 - -� Total Sq Feet: 750 Type of Work:REPLACE EXISTING WINDOWS UNITS AND Available Inspections: No of Openings:19 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:8 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 Invoice# WS-3-16-59062 DBPR Fee $4.35 03/28/2016 Credit Card $296.70 $50.00 DCA Fee $4.35 Education Surcharge $3.00 03/18/2016 Credit Card $50.00 $0.00 Permit Fee $290.00 Scanning Fee $24.00 Technology Fee $12.00 Total: $346.70 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,DOOR ,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informatio ' ' a and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-na con ct to do the work stated. March 28,2016 Authorized Signature:Owner / Applicant / ct / Agent Date 1 Building Department Copy March 28,2016 1 b I Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-255042 Permit Number: WS-3-16-712 Scheduled Inspection Date:June 10,2016 Permit Type: Windows/Shutters Inspector: Porta Jr,Jose Inspection Type: Final Owner: KENT, DANIEL Work Classification: Window/Door Replacement Job Address:550 NE 95 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060140810 Project: <NONE> Contractor: "ILA CONSTRUCTION&GLAZING Phone: (305)974-8031 Building Department Comments REPLACE EXISTING WINDOWS UNITS AND REPLACING Infractio Passed Comments WITH IMPACT RESISTANT UNITS 19 OPENINGS INSPECTOR COMMENTS False I 1011/o Inspector Comments Passed Failed 66 1a I� Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. June 09,2016 For Inspections please call: (305)762-4949 Page 6 of 33 111 Miami Shores Village = 'P=TV A MAR 8S 201 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 1 ----- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 54 FBC 20 ►u BUILDING Master Permit NO._(A)S (6--it z PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION RENEWAL F-1 PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION 0 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 550 NE 95 St City: Miami Shores County: Miami Dade Zin: 33138 Folio/Parcel#:11-3206-014-0810 Is the Building Historically Designated:Yes NO X Occupancy Type: SFR Load: Construction Type: CBS Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Daniel Kent Phone#:305-607-2252 Address:550NE 95 St City: Miami Shores State: FI Zip: 33138 Tenant/Lessee Name: N/A Phone#: Email: N/A CONTRACTOR:Company Name: Avila Construction &Glazing Inc. Phone#: 305-974-8031 Address: 17304 Walker Ave Unit 122x City: Miami State: FI Zip: 33157 Qualifier Name: Enrique Avila Phone#: 786-256-0913 State Certification or Registration#: CGC1522262 Certificate of Competency#: N/A DESIGNER:Architect/Engineer: Eduardo Suarez-CA29429 Phone#: 786-547-9401 Address:12020 SW 70 Ct City: Miami State: FI Zip: 33156 Value of Work for this Permit:$15,000.00 Square/Linear Footage of Work: 750 sq ft Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Replace existing window oWdW units and replacing with Impact resistant units.L Specify color of col/orr thru tile: flk p� Submittal Fee$ `� Permit Fee$ ' CCF$ t CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ ti Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$4 Cr ls 11" (ReAsed02/24/2014) w s� 5 � Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occu3s seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a reinspection fee will be charged. Signatu Signature OWNER or AGENT NT �1R The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this --pp���- day of M r� 20 1 d' .by 2- day of /7-,C6i. 020 l�,by �( ./1qarre.L / Y ,who is personally known to fps f who is personally known to 1 me or who has produced as me or who has produced as identification and who did take an oath. identification and who did toan oath. NOTARY PUBLIC: NOTARY PUBLIC: Z�i T-1 Sign Sign Print: Print: lt— SSe tJ Seal: JORGERps.SEAU Seal: JORGE RONFAU UW=N4sy 4,2018 0W. h-M IRES,y11y 4 X 19045 E if4m > eNo�r,Setviret�rm OM39"TSd F7oridaNtd �.%' APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1022 Local Business Tax Receipt Miami-Dade County, State of Florida THIS IS NOTA BILL - DO NOT PAY \..LBTI/ 7170576 BUSMSS NAMIULOCATION RECEI"NO. EXPIRES AVMA CONSTRUCTION&GLAZING INC REAL SEPTEMBER 30, 2016 17304 WAL M AVE STE 122 7440M Must be displayed at place of business MIAMI FL 33157 Pursuant to County Code Chapter aA-Art.9&10 OWNSR SEC.TYPE OF BUSINESS PAYMENT RECEIVED AVILA CONSTRUCTION&GLAZING INC 196 GENERAL BUILDING CONTRACTOR SY TAX COLLECTOR Worker(s) 1 CGC1622262 $75.00 07/03/2015 CREDITCARD--15-032388 This Local Business Tax Seo I only o v11=paYugo of the Local Bosiaess Tax.The Receipt is not a Homes, permit.or a certlflcatlon of do s lfiatl um to do bashm s.tloldermost comply with any Sovamme�l or 1 regnh ory laws anregcbemaoN which apply to the bolos The RECMFT N0.above mum be displayed on all commercial ve1110108-1111100111-fade Code Sec Ils-D8. For more Information,visit A�Ro® CERTIFICATE OF LIABILITY INSURANCE DATE{MM/DD/YYYlt1 02/26/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Alejandro Moreno Best Rate-Insurance Exchange Of America PHONE , (866)616-0065 1 FAc No: (305)403-0801 8600 NW 17th Street ADDRESS: ieaunderwritingQbestrate-insurance.com INSURER(S)AFFORDING COVERAGE NAIC# Miami FL 33126 INSURER A: PREFERRED CONTRACTOR'S ASSOC INSURED INSURER 8: Avila Construction&Glazing Inc. INSURERC: 17304 Walker Ave Unit 122X INSURER 0: INSURER E: Miami FL 33157 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 000 000 rDAMAGE TO RENTED CLAIMS-MADE I OCCUR PREMISES Ea occurrence $ 50,000 MED EXP(Any one person) $ 5 000 A PCIC5026-PCA515529-03 02/24/2016 02/24/2017 PERSONAL&ADV INJURY $ 1 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2 000 000 X POLICY❑JECT F—]LOC PRODUCTS-COMP/OP AGG $ 2 000 000 OTHER: $ AUTOMOBILE LIABILITY Ea accident) ccident OMBINED I LIMI $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Peracddent UMBRELLA LWB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE I I ER_ ANY PROPRIETOR/PARTNER/EXECUTIVEEl N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandetory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) License#CGC1522262 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Bldg Dept ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2Nd Ave AUTHORIZED REPRESENTATIVE Miami Shores,FL 33138 01988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Y III 0 WINDOW/ DOOR SCHEDULE SCOPE OF WORK: E WIND LOAD RESULTS TESTED WINDOW!DOOR REPLACEMENT CONSISTING OF: Cr NOTICE OF TAG DESCRIPTION GLAZING TINT FRAME PANEL WIDTH X MANUF./ EFFECTIVE DESIGN WIND WINDOW APPROVAL • 18 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS w COLOR STYLE HEIGHT MODEL# AREA CRITICAL GCp(+) PRESSURE PRESSURECl (SQ.FTJ ZONE GCp() (P.S.F.) (P.S.F.) (N.OA) O W1 ALUMINUMIO - ORIZONTAL ROI I IMPACT RESISTANT (TYPE-C") CLEAR WHITE XO 53}"x 5o g" ECO SERIES WINDOWS 9.3 END(5) +1:40 $5.2 +-80 15-0728.05 GENERAL NOTES: ALUMINUM HORIZONTAL ROLLER 1"LIGECO WINDOWS +1.00 +48.6 +70/ 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA " W2 CLEAR WHITE XO 53}"x 50}" 9.3 END(5) 15-0728.05 O WINDOW-IMPACT RESISTANT (TYPE C") SERIES 200 _1.40 .65.2 -80 BUILDING CODE 5TH EDITION(2014)AND THE ASCE 7-10 WIND CODE. Z CLEAR O ® ALUMINUM HORIZONTAL ROLLER 1"LIG XO 37"x38}" ECO WINDOWS 4.9 INT(4) +1.00 +48'6 +70/ 15-0728.05 2• CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS WINDOW-IMPACT RESISTANT (TYPE"C") SERIES 200 -1.10 -52.7 -80 PRIOR TO INSTALLATION. Er*-- ALUMINUM SINGLE HUNG 1"LIG CLEAR WHITE - 19"x38}" ECO WINDOWS O 51 INT(4) +1.00 +48.6 +75/ 15-040612 3. WINDOW FRAMES/MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN WINDOW-IMPACT RESISTANT (TYPE"C") SERIES 100 -1.10 -52.7 -80 STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO W5 ALUMINUM HORIZONTAL ROLLER 1"LIG CLEAR WHITE XO 37"x 38}" ECO WINDOWS 4.9 INT(4) +1.00 +48.6 +70/ 15-0728.05 PRODUCT CONTROLS. WINDOW-IMPACT RESISTANT (TYPE"C") SERIES 200 -1.10 -52.7 -80 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL omm ALUMINUM HORIZONTAL ROLLER 1"LIG ECO WINDOWS +0.96 +47.1 +70/ rd n e nemaet noe I ICC A"In IOC AOC DAOT nC TLJIQ O W6 CLEAR WHITE XOX 111"x 63" 16.2 INT(4) 15-0728.05 ERMIT.ALL OTHER S U A R E Z WINDOW-IMPACT RESISTANT (TYPE"C") SERIES 200 _1.06 -51.3 -80 ENGINEERS OPENINGS ARE NOT PART OF THIS PERMIT. ALUMINUM HORIZONTAL ROLLER 1"LIG ECO WINDOWS +1.00 +48.6 +70/ 12020 SW 70th Ct WINDOW-IMPACT RESISTANT (TYPE"C") CLEAR WHITE XO 37"x 38}" SERIES 200 4.9 INT(4) _1 10 52 7 $p 15-0728.05 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E.BEAMS, Mmmi,FL 33158 COLUMNS,FRAMING,ETC.)SHALL BE DESIGNED BY OTHERS TO WITHSTAND 786547-Ml CA29429 ® ALUMINUM HORIZONTAL ROLLER 1"LIG CLEAR WHITE XO 37"x 38}" ECO WINDOWS 4.9 END(5) +1.00 +48.6 +70/ 15-0728.05 WINDOW-IMPACT RESISTANT (TYPE"C") SERIES 200 _1.40 -65.2 -80 THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN ALUMINUM FIXED WINDOW- 7116 LAMI ECO WINDOWS PERFORMED TO VERIFY THEIR ADEQUACY. ® IMPACT RESISTANT (TYPE"D") CLEAR WHITE O �"x�" SERIES 300 13.3 INT(4) +2.08 -5;'9 +� 15-0715.10 6• FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20".THE MIN. CLEAR ALUMINUM HORIZONTAL ROLLER 1"LIGECO WINDOWS 4 +1.00 +48.6 +70/ HEIGHT REQUIRED IS:24",AND A MIN CLEAR OPENING OF 5.7 SQ.FT.(5.0 SQ. 10 WINDOW-IMPACT RESISTANT (TYPE"C") CLEAR WHITE XO 37"x38}" SERIES 200 .9 INT(4) _1.10 52.7 -80 15-0728.05 FT FOR GROUND FLOOR)SILL HEIGHT NOT TO EXCEED 44"ABOVE FINISHED ALUMINUM HORIZONTAL ROLLER 1"LIGx 50 ECO WINDOWS 12 +0.98 +47.9 +70! FLOOR. 11 WINDOW-IMPACT RESISTANT (TYPE"C") CLEAR WHITE XOX 108" SERIES 200 .7 INT(4) -1.08 -52.0 .80 15 0728.05 ww••- ALUMINUM HORIZONTAL ROLLER 1"LIG ECO WINDOWS +0.98 +47.7 +70/ • • CLEAR WHITE 93"x63"(XOX) 13.6 END(5) -80 15-0728.05 WIND LOAD CALCULATIONS •• • • ® WINDOW-IMPACT RESISTANT (TYPE"C") SERIES 200 -1.38 -03'3 CODE:ASCE 7-10"COMPONENTS AND CLADDING"METHOD 2 ••• •• •O "*50 1 XOX O XOX +0.91 +45.0 +80/ ALUMINUM FIXED WINDOW- 7118 LAMI ECO WINDOWS CLEAR WHITE 74"x 63"(0) 32.4 END(5) 15-0715.10 IMPACT RESISTANT (TYPE"C") SERIES 300 -1.22 -57.8 -90 ••• •• � Ch• ALUMINUM HORIZONTAL ROLLER 1"LIGECO WINDOWS +1.00 +48.6 +701 WIND VELOCITY= 175 MPH WINDOW-IMPACT RESISTANT (TYPEC") p ••�• 13 CLEAR WHITE XO 53}"x 50}" SERIES 200 9.3 END(5) _1,40 .65,2 -80 15-0728.05 EXPOSURE CATEGORY= D ••• •• •• • y © " BUILDING CATEGORY= If •• • 2m•i i ALUMINUM HORIZONTAL ROLLER 1"LIG CLEAR WHITE XO 74"x 50 ECO WINDOWS +0.98 +47.8 +70/} 13.0 INT(4) 15-0728.05 BUILDING CLASSIFICATION= ENCLOSED ••• •• +.• • �-- WINDOW-IMPACT RESISTANT (TYPE"C") SERIES 200 -1.08 -51.9 -80 IMPORTANCE FACTOR(I)= N/A • • •�Q St.6, ALUMINUM HORIZONTAL ROLLER 1"LIGECO WINDOWS +0.98 +47.8 +70/ WIND DIRECTIONALITY FACTOR(Kd)= 0.85 •• • • •O• 0 WINDOW-IMPACT RESISTANT (TYPE"C") CLEAR WHITE XO 74"x50 " SERIES 200 13.0 END(5) -1.36 -63.5 _80 15-0728.05 HEIGHT OF HILL OR ENTRAPMENT(H)= WA ••• •• O• Z '0 ALUMINUM HORIZONTAL ROLLER 1"LIG ECO WINDOWS +1.00 +48.6 +70/ TOPOGRAPHIC FACTOR(Kzt)= 1.00 • • OQ © WINDOW-IMPACT RESISTANT (TYPE"C") CLEAR WHITE XO 53}"x50}" SERIES 200 8.3 END(5) -1 40 -65 2 $0 15-0728.05 MEAN ROOF HEIGHT(h)= 15 FT • • 9 R• © ALUMINUM SINGLE HUNG 5/18 LAMI ECO WINDOWS +1.00 +48.6 +75/ i •• 40 Cu•1 CLEAR WHITE 19"x38 5.1 INT(4) 15-0406.12 VELOCITY PRESSURE •• • � ••• • WI }NDOW-IMPACT RESISTANT (TYPE"A") SERIES 100 -1.10 -52.7 -90 EXPOSURE COEFFICIENT(Kh)= 1.03 • • ALUMINUM HORIZONTAL ROLLER 1"LIGx50 ECO WINDOWS +0.99 +48.3 +70/ 18 WINDOW-IMPACT RESISTANT (TYPE"C") CLEAR WHITE XOX 95" SERIES 200 11.1 INT(4) 1.09 -52A 50 15-0728.05 PRODUCT OF INTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR(GCpi) t 0.18 PRODUCT OF EXTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR(GCp) (NOTE 1) BUILDING"W'AT NARROWEST DIMENSION= 25'-0" CORNER DISTANCE FOR ZONE 5(a)= T-T T, EIVED (MIN.OF 10%OF THE NARROWEST DIM.OR 0.4x(h) mummana A n BUT NOT LESS THAN 4%OF THE NARROWEST DIM.OR 3 FT.) 18 2 APRIL 0.4 X 15'-0"=6'-V tEDUARDO UAREZ 8 P.E0.04 X 25'-0"=1'-0" a =3'-0" � 16 'L J✓� CUPT VELOCITY PRESSURE EVALUATED AT HEIGHT z-h(qh) (,J �( t ,(� ��� qh=.00256(Kh)(Kzt)(Kd)NA2) PERMIT #: qh=.00256(1.03)(1)(0.85)(175,12) Date: 031818 qh=68.64 PSF / Miami Shores Villa 8 �'-C� lte Pro]ear Deslgtrer Ens DESIGN WIND PRESSURE SURE(p) Dren 8y; FAS. q� (LOW RISE BUILDING AND BUILDING LESS THAN 60FT) EAS APPROVED By DATE J Checked p=(0.6)qh[(GCp)-(GCpl)] Submittal: PERMIT SET ZONING DEPT (PRESSURE) p=(0.6)68.64[GCp(+)-(-0.18)1 (SUCTION) p=(0.6)68.64[GCp(-)- (+0.18)] 01a9 T nC3 DEPTL ; NOTE: GENERAL NOTES, 1. GCp SHALL BE SELECTED FROM FIGURE 6-1 la BASED ON EFFECTIVE CALCULATIONS WIND AREA AND ZONE.SEE WINDOW/DOOR SCHEDULE. AND SCHEDULES j -' '.` CT I 0 CC kIPI VNCE WITH ALL.FEd 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL BREAKS BEING CONSIDERED.STRUCTURAL MULLIONS NOT PART OF THE N f flt L_5 AND REGULATIONS TESTED COMPONENT ARE A STRUCTURAL BREAK. Sheet -- --- 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE 1 of 3 WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. a z » 0 a O z ® O W6 W5 T PART OFOPERMIT W4 W3 0 zz Engineer. KITCHEN FAMILY DINING W1 ROOM ROOM S U A R E Z ENGINEERS 12020 SW 70M CI MWini,FL 33188 788.847-9401 CA 29429 l-NOT PART GARAGE :D0 -1 FOYER OF PERMIT ® W10 ••..� 0*4 •• • • NOT PART NOT PART : 8 OF PERMIT OF PERMIT LU z�0-00* � N•FLORIDA LIVING ui :m-0• NOT PART NOT PART NOT PART 11 ROOM ROOM 18 000000 • �Q W:9.. OF PERMIT OF PERMIT OF PERMIT : �:�: 11J o • 6 Q.E. • • • • f4• •• . 0 !�o BATH W17 1x4x0.375 VERTICAL CUSTOM MULLION W/ ANCHOR TYPE"A4" DESIGN:+47.7/-63.3 PSF TESTED:+80/-80 PSF 12 NOA 14-0529.16 -� EDUAR00 A.SUAREZ RE coo W LICENSE 984789 INTERIOR PORCH BEDROOM BEDROOM Dae: 03.18.18 Project Designer; EAS EGRESS EGRESS Checked EAS. Ced By: EAS, 13 ,NOT PART 14 15 SUW . PERMrr SET OF PERMIT Drawlriglft: FLOOR PLAN a N FLOOR PLAN SCALE: 1/8"= 1'-0" sheet 2of3 O O a a W rl0 z ao a a 16 © 18 0 o W1 z Erlglneer. NT PART NORTH ELEVATION (FRONT) OP PERMIT SCALE: 1/8"= 1'-0 " S U A R E Z ENGINEERS 12M SW 70tn a Mlend,FL 33156 7MS47-9401 CA 28429 •••• • • � • 11 600.0 0'� 00••90 ••• • • � r • 0000 {1� 'M 0 '0000' ' fdii• SOUTH ELEVATION (REAR) 0.00•• L �-- now „_ „ 00.00' '' �Q 4m0 0 SCALE: 1/8 1-0 066.0• w 1 : • : .0n. O•. • • 004:00 0 p•4: ISO ooa® ooa® 100 aoo® 000® T PART 40 10 13 IUD 14 W15 0 ® 0 0® OFOPERMIT W9 NOT PART NOT PART NOT PART OF PERMIT OF PERMIT OF PERMIT TW7/c), EAST ELEVATION (LEFT) . SCALE: 1/8"= 1'-0" Dere:— 03-16.16 Design-. EAS Drawn By. EAS. CIIeCICBA By: EAS. ED 8 ED EDSubmftt PERMIT SET O W3 (W4)77 ® Drawing We: � NOT PART W5 W8 W8 OF PERMIT ELEVATIONS IlEu • WEST ELEVATION (RIGHT) snaet SCALE: 1/8"= 1'-0" 3 of 3 r MIAMI•DADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamldea . ovleconom 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- MUct Control Section that this product or material fails to meet the requirements of the applic�.tJ41ilding gone, •••,'• This product is approved as described herein, and has been designed to eom*.yjith theTlol-W Buildi4. Code,including the High Velocity Hurricane Zone. 009:00 • APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series- MAJum.He"Rolling-:••• w Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02124/09,with revision E dated 094 545,prepared by Alm•••;• Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miat4t County Product •. Control Revision stamp with the Notice of Acceptance number and expiration date bethe Nf ami3ODWade •••• County Product Control Section. • • •••••• •• .MAW .... . . 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 NOAff 14-0317.01 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. &AMMItDADE CAPPROVE'LINTY p f'&tltlri : Page I Y Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09--4312.08) 2. Drawing No W09-12, titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw. sheets 1 through 7 of 7, dated 02/24/09,with revision E dated 07/15/15, 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 201.794 3)Cyclic Wind Pressure Loading per FBC,TAS 20394 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 RepovtN(;.- FT"63S dated 12/09/14 signed and sealed b Marlin D:Win' Son,� Y �nSon,F.F,,. o 00 (Submitted under previous NOA#14 0317.01) 0000.. 0 0000 000000 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-9k'6 0 00 00 *0000 0000 2)Uniform Static Air Pressure Test,Loadin&OFBC;FA4 202-9;4.0 0 3)Water Resistance Test,per FBC,TAS 20244. 00 6 0 0:06 0 4)Forced Entry Test,per FBC 24113.2.1,T.AS-102-94 60 0006:0 along with marked-up drawings and installation diagram of:J XOX aluminium 6- horizontal sliding window,prepared by Hurricane Engineer`Ing eTesfi�g,16.,Te51to66. Report No.HETI-08-2226A, dated 01/15/09,signed and seW*8 try Can"F. Fold,00 P.E. 00 0 (Submitted under NOA#09-0312.08) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2226B,dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09-03.12,08) Manue ere ,P.E. Product Cont of Ex finer NOA No. -0728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-1 K Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTwuED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 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-08-2228A,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&Testigg•Ht.,Test Report No.HETI-08-2228B,dated 01/15/09,signed and sdaled'by Can JS 11.Font:::• P.E. . . (Submitted under NOA#09 0312.08) ••• •• • 7. Test reports on: 1)Large Missile Impact Test per FBC,TASOM94 ' 2)Cyclic Wind Pressure Loading per FBC,JXJ� 03A• • ,.;•.• along with marked-up drawings and installation diagram ofa%M alufWudi •••• • horizontal sliding window,prepared by Hurricane Enginee4ng.*Testing,41nc.,Test_ •. Report No. HETI-08-2229,dated 01/15/09,signed and seared bf Can&de e'r Fonts •••; P.E. ...... .. .... (Submitted under NOA#09-0312.08) • • 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)C.y_clic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230A,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09 031,2.08) ManfielP964P.E. Product Controlfiner NOA No.1Y5-a728.05 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5th Edition(2014),dated 07/08/15,prepared by Al-Farooq Corporation,signed and sealed by 7avad 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 America,Inc.for their "ButaciteS PVB Glass Interlayer"dated 04/25/15,expiring on 12111/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15jopiring on 07/04/18. 0.00 0090•• 00 0 F. STATEMENTS 000000 0 • W Goo 00 Oswego . . ..... .. .. 00 0 00000. G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window System,Jlc for th84 Series"Eco-Guard 200"Aluminum Horizontal Rolling Wildon L.M.I j appro�••; 00 0on 04/10/14 and expiring on 05/27/14. 0000 --?10 Manuel a z,P.E. Product Contr 1 gisminer NOA No. 5-072s.85 Expiration Date: May 27,2019 Approval Date: September 03,2015 E-3 r WINDOW WIDTH 11 f" (2) ANCHORS AT MTG. STILE ENDS TYP. 8 72" Vs WINDOW WIDTH (4) ANCHORS READ. FOR SIZES AND LOADS % N MARKED WITH '*' ON SHEET 2 ONLY j 3 1/2" MAX. 4" 3 1/2" MAX. 1 5/ir ILL MAX, 4" 3" Z HEAD/SILL 3" 9 a HEAD/SILL A CORNERS za Q CORNERS 3 _ m CORNERS 3 I ^ v � o LG jl Ij ji Ij �1 II 11 (I � � h IS 4 II II D 'I II t�,7 d• � co � = M © ^ ===�ii�-- ==�i��ii _ 4 4 ° o � r-.J--1• __ r: -tom__ � � � "' a n � ==fir=1���_ =��Ir�-! a 3 � N -- �` FALSE MUNTINS 31 1/4- 32 3/4" FALSE MUNTINS 32 3/4' r 32 31e • • a �• (SURFACE APPLIED) (SURFACE APPLIED) / / • • • • •••. MAY BE USED D.L. OPG. D.L. OPG. MAY BE USED D.L. OPG. D.L. OPG. •• • :?. • • 35 3/8" 36 7/8" - •••••• • rt VENT WIDTH � ••• •• �..no • s •••••� d�l�— �• ••� DESIGN LOAD RATINGS FOR THESE WINDOWS O ••.... o M T BE AS PER •�.rto CHARTS SHOWN ON SHEETS 2. •. - . LE IMPAC APPROVAL APPLIES TO SING •' ? 3 • LE UNITS OR SIDE BY SIDE z i TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER• • •t*� •"' EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING •••• 7. b Y�.i ••: MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. 8, p LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8" HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 1j8" HEAT STREN'D. GLASS 0 cc 090" Interlayer 090" Interlayer 090" Interlayer a o Botacite PVB SentryGlas WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER 0 is Z Butacite PVB LOADS TO THE STRUCTURE. 0 4 By `Kuraray America, Inc.' By 'Kuraray America. Inc.' By Kuraroy America, Inc.' 1 j6" HEAT STREN'D. GLASS 1/8" HEAT STREWD. GLASS " ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS °v 1/8 HEAT STREN D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. i SILICONE SILICONE CARDINAL XL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DOW CORNING 899 DOW CORNING 699 EDGE SPACER NOT PART OF THIS APPROVAL. o, GE SCS 2000 GE SCS 2000 ST. STEEL 4a .. z m z as z m A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 2 ! yl I i g jj SILICONE ALA. SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE, y DOW 899 g o 0 0 0 "dam MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT c a m cs o \ I• \ i I \ C o► i :i a, i. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAM MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. ' 2g Engr. JAVAD AHMADCML PRADUCTLtBV[513D N Q FLA. IN 5 2 as Building Code tirtheFlolt�dp 10 10 0 Acccptence Na ( -n �.00 m 1% h 9 8 imtionDate dig U AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITESI SPOINTS SETTING BLOCKS AT Uti IAM. GLASS AND INSUL. LAM. GLASS 29 WIDER THAN 36" ONLY 9 WIDER THAN 36" ONLY 29 AT I ` By ALL SIZES no. Midm ade Product t an drawing . GLASS TYPE. `A' GLASS TYPE `H' � ;: NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 2015 Wog-12 GT.A7.1[NG OPTims " DESIGN LOAD CAPACITY - PSF (XOX SIZES) W W/o REINF. WITH REINF. W/O REINF. W fH REINF. W/O REINF. WITH REINF. GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE` GLASS TYPE GLASS PE a' WINDOW DIMS. A A. 'B. WINDOW DIMS. A $A' '8' WINDOW IMS. A 'A' 'B' Q j WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXf.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) + INT. -- WIDTH GHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+ INT.(-) -� 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 74" " 26" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" " 2 9 70.0 80.0 80.0 90.0 70. 80.0 37" 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3} 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4- (3 12 70.0 80.0 80.0 90.0 7 80.0 �„ IL o 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 7 .0 80.0 0 J 74" B 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 8d.0 90.0 70.0 80.0 74" 9 70.0 80.0 $Q.0 90.Q 0.0 80.0 IL 38-3/8" 38-3/8 Q; C u 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 800 106-1/4" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 v 4 - 70.0 80.0 80.0 90.0 7 tT�: 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 - - 80.0 90.0 70.0 80.0 8 = ,{ 53-1/8" 4 g 70,0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 50-5/8" 70.0 80.0 80.0 90. 70.0 80.0 0' 74" 8 70.0 80.0 80.0 90.0 70.0 80.0 5 . 12 70.0 80.0 80.0 90.0 (5) d Q IN 11 26-1/2" 4 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90 0 x 74" " 9 70.0 70.0 80.0 fo 70.0 80.0 0 37" b 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 3r{� ' a 5 6 70.0 80.0 50.0 90 0 _ 12 7d.0 70.0 80.0 82 6 72" 9 1 70.0 80.0 80.0 0.0 70.0 80.0 Z r 8 70.0 80.0 80.0 90.0 12 70.0 70.0 80.0 80.4 :,. 84" 24" 9 .0 80.0 80.0 90.0 70.0 80.0 Q 26-1/2" " 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 7 80.0 80.0 90.0 70.0 80.0 «eiii 37" 63 4 68.9 77.5 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 low 12 70. 80.0 80. 9a.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80 90.0 70.0 80.0 J U 74" 8 70.0 70.0 80.0 80.4 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 Be 36" 9 70.0 80.0 8 .0 90.0 70.0 80.0 _1 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 0.0 .0 90.0 70.0 80.0 J 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 108" _ .0 90.0 70.0 80.0 U1 48" 24" 6 70.0 80.0 80.0 90A 70.0 80.0 86" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 90.0 70.0 80.0 •• (3) " 48" • • 60- 6 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 84" (5) 9 70.0 70. 80.0 90.0 70.0 500 N'�• ••: 72 8 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 96 12 70.0 70. 80.0 90.0 70.0 �11: • 24" 4 70.d 80.0 50.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 72" 60" • •• vjl o0 9 70.0 7 0.0 90.0 70.0 Sda i 3g" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (6) *Oros •••• 0000 48" 36" 6 70.0 80.0 80.0 90.0 70.0 80.0 103" 12 70.0 80.0 80.0 90.0 70.0 80.o A = NO. OF ANCHORS P HEAD & ILL g8A • (4) I ••• 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 70.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PE JAMB �: ' � a'no •• �•LL 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 Be 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 •••• '••••• c •Z yy. i • 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0* 70.0 80.0 36" 4 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 70.0 `80.0 87.6* 70.0 80.0 • • I �'�E" �' 48" t5) 6 70.0 80.0 80.0 90.0 70.0 80.0 A a NO. OF ANCHORS PER HEAD & SILL �' w`o► �+• 60" 6 70.0 80.0 80.0 90.0 70.0 80.0 ( ) = NO. OF ANCHORS PER JAMB • • 72" 8 70.0 80.0 80.0 90.0 70.0 80.0 * MAX. LOAD FOR THESE SIZES IS -90.0 PSF I (1/4W) (1/2W) {t/ ) 24" 4 70.0 80.0 80.0 90.0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS l 3g" 4 70.0 8t?.0 80.0 90.0 70.0 80.0 48" 60" 6 - 70.0 70.0 80.0 90.0 70.0 80.0 x 6 60" { ) 6 70.0 70.0 80.0 90.0 70.0 80.0 (1/3W) (1/3W) (1/3W) o Ld � " $ 72 8 70.0 70.0 80.0 87.6 70.0 80.0 o ~ " OPERATING NTS TO BE 1/4 OF THE WINDOW WID v a o A = NO. OF ANCHORS PER HEAD & SILL � Oz ? 03 ( ) = N0. OF ANCHORS PER JAMB 'XOX' * MAX. LOAD FOR THESE SIZES IS -90.0 PSF JIL-1 101 WITH (4) ANCHORS AT MTG. STILE ENDS n OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE' GLASS CAPACITIES ON THIS SHEET ARE 'XOX' ANOEF FLORION DA BUILDING COMMTM E1300-09 ISSION 3 SEC. GUSTS) DECLARATORY STATEMENT DCA05-DEC-219 0 Engr: JAVAD AHMAD PRODUCT REVISED N o CML as complying with the Florida FLA. PE � 70592 CAN. 538 Building Cade AcceplenceNo t5-e3 0A� LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE E lion Da FOR WINDOWS WITH ADD-ON RISER AT FRAME SILL ` � 2 0 20 �By `XO OR OX' FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF Mia i oducfCan drawing no. " SEE SHEET 3 FOR DETAIL. W09--12 - sheet 2 of 7 ' TYPICAL ANCHORS 1BY SEE ELEV. O WOOD BUCKFOR SPACING ED DIST. N METAL °". a 4 " 'n a' tl ' -EDGIn DIST: EDGE DIST. STRUCTURE MIAMI—RADE COUNTY APPROVED °1 of MULLION & MULLION ANCHORS a Z �o a ' a m " 4• SEE SEPARATE NOA I $ rn O EDGE DIST. 0 NO a 0 � o � 0 �tL& %a U. 18 to 1 . � 9 0 aQ TYPICAL ANCHORS 'TYPICAL ANCHORS 0 Iz SEE ELEV. SEE STYPICAL ANCHORS PAY. O FOR SPACING fOR SPACING SEE ELM FOR SPACING z H I 4 I 'I .I W WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. II 'I I� d MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ' I ' AND TRANSFER THEM TO THE BUILDING STRUCTURE. U 0 N Q 1' I I I ..i 0 an WEEPHOLES• S£E ELEV. FOR SPACING �•• II I h :I W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END : .•. ••• M •.••• Q'I if I it 'I AND 37 O.C. MAX. •• • rJ • x o ix , �, SEALANT: .�00 • 4 " ALL JOINTS AND FRAME CONNECTIONS SEALED WITH v' ` '••.•' 3r i • $ JOINT SEALER. 0tn ••• W I I I > = •••••• , • • 'IT�L ;.. - UA�bkw 00.00• •J ••• I II I, _ tL 00 0000 ' 000000 ?• _ • • to •• On 'I 1� r.,,, ,;y,;'..... • • _J , 0,01:••• "_� . •� .T 0000 • p��W _: ••.• (� �y • � e l� • �� F_ X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) , I I INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") I k I I I' I II 'I II If n q INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) u3i rc o ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) L o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o x R z 24 ® 0 O d f5 h $ } cc 18 ga V3 I 13 MN g o � � � N � B �+o _0 WOOD AT HEAD. SILL OR"JAMBS SG(= 0.55 MIN. N a r t 3 N�`'w a Ce R = CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. S 0 0 0 0 0 26 C-90 HOLLOW/FELLED NORMAL WEIGHT CMU AT JAMBS Vrn = 2000 PSI MIN. I- c< c t t m •_ ° a' v Engn �� da PRODUCT REVISED =d Q a I IVIL A 'e I as complying with hFImMaFLA PE # 70592 N a x C N. 3538 Building Code c+ ¢ fit, e o. d d .9 y: s; Acceptance No o 3 a a I O 4. 4 2��t E irat' Date w v TYPICA CHORS SEE ELEV. 9. 18Y I D TYPICAL ANCHORS PAC i 13y WOOD BUCK SEE MadaP ' drawing no hraauct . yyt fOR SPACING FOR SPACING EDGE DIST. EDGE DIST. _W09_12 2BY WOOD BUCK _ OR WOOD STRUCTU EDGE DIST. n nrmx 1 I mg C) NA Arn i oo z n - � x N O N I i I � z 0 1 I ? h4 y1 tl II II = m j if II li N I 1 I I� �jj ZrI I 1 1 II II � v I I I. � 1 l i. • if III � I Ij � H � •� nO— `� I I• i cna O go 1 C I It p t� jl I om rC I �l zCE Nr t H = 1 N � v it jl � r 0 DC o o Ij I' II Il II r r I H II � o 0 I H y CZ II II 1� 31 �I �I Ii if Ii11 21 y o Z :00 a I. I 11 rm 1 m� if I _ z 0III z ho .P �r x I 1' 11 O v2 O� it it Ii = 4 cn o m 4 g mmm n I I jI �I EDGE DIST. (in m c A. N 1 z I � _ 91 - I �D I F'q • ° `t C c> m < EDGE DIST. CA g N ^' S as N N O 6 ad y .A s a dote: 02-2a-os (revisions: ECO-GUARQ SEf V;-200 ALUM HOW. ROWNG WN. {�,1) AL-FAROOQ CORPORATION co na date escn Ion := O � stole 1�2• ® 1' A 04.17.09 REV. PER B= COMMENTS E(:Q•����QQ yj'F'ps, :Lj-C. ENGINEERS Sc PRODUCT DEVELOPMENT Co � �* 5.235 S.W.87 AVE � ,p B —X.12 NO CHANGE THIS SHEET 9114-ON.:106 OMEff • i.• �•• MIAMI,FLORIDA 335.74 0 dr. by HAMID C 01.11.13 MANUR ADDRESS M. MEDLEY �. ����$ �; 3 d 02.12.14 GLASS OPTION ADDED TEL(306)264.8100 FAX(30lar)262-6978 -4 IV chk. by: E 07.15.75 uaoATED 10 2ot4 TEL (30!}.881-5299 FAX (305) 885-5902 COMP--ANL\W09-12EC0 0 EDGE DIST. METAL 8 STRUCTURE EDGE TYPICAL ANCHORS DIST. MIAMI--DADE COUNTY APPROVED SEE ELEV. MULLION & MULLION ANCHORS FOR SPACING Z s• e a SEE SEPARATE NOA EDGE ��0+ DIST. !� g g Ki 28 IL C eq ALT. DEC 0 a TYPICAL ANCHORS TYPICAL ANCHO SEE ELEV. SEE ELEV. LL z 4S= FOR SPACING FOR SPACI •.•• d 17 ••••• 00 •••••• 0,0 •• { ►) )• • t 1/4" MAX. • • SHIMS ALT. •••• i •••� 28 ' b � S TYPICAL ANCHORS T U W _j SEE ELEV. W W rn FOR SPACING i 4 1 4/4 in } A 4 't G 0 TYPICAL ANCHORS D 3 SEE ELEV, FOR SP G N •� �z z z � 4 • •N O O O O P ALT. w0 m a a w I 2$ INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD AHMAD PRODUCT REVISED FLA PEAL 70582 Com 1 :n with the Florida N PY $ 33u n Code Q 9 o v CA . 3538 pccep !3 ce No Q 5; ,. e .• :r• � .v• iiati to � � � v � • o i �.. �u Q 2015 Ni e�tti drawing no. ,. W09-12 EDGE DIST. sheet 5 of 7 W W 0 0 0 l bm _ ° V O Cr2 W � �O0 O TI G r ao� :1 00 a A 0 —t m m V a c. V X r o o 0 a b� W N N 41 N N g 00 M � o O N C z G x N x rn N E CA W qN CA O N O O N V N Q 'A \ a► CA li ZA A ttl 4t STI JI_ L m A p 4mlA r � � N W N T {t N I � CC N 46 a! o 0 1/2- to m N ®� N N z 1/2-- D O $ Nba .'D m z w A Q Z 47 y � - V bD S W �.i tG W V m ? W N d <p CA V O+ CA ? W N D p CO mV 0C7t W N y� x r m mt $ CA y aD x x 0 t0 OQD OP I I O OOD V Os N ? O cn W N O H a co m rn rn rn rn rn rn rn rn rn m rn _ o o p v o o o 0 0 o v o c c. x�, p� ti n -n b C j s Sa r c z O O O Q Z Z N N W Z� rrn i*1 Ccc Z S ae = rnD tNl1 N 1p N m t i Fm > O O 12 -I m m ,MOp I -� z D ZWE 0 GZy -1 .Z� rn D I4 x •~p M N ��6 Z CZ� ZA 0 �Tj f+7 O ►.O�i R `+ W 25 rn r m m Z r c o j IA fA r" tA rnO W v ?r' WW �Z�. O 1 n p Of N N O O O O Q O y of p I m A to r W m m W W W w W Cent w W W W W q w l 1 I S 0 r l N t� .., N I m rn I I I I I I I I I I I M I rn Z z rn N -r ori m 2 � ^�] z p, o, o, cn o� o, o► o� rn a� a� v, Y>a�m � m m M 0 .9 C m !I G � "1 zy y y p� ego O t��• p m rn m c c D r �G CAto -+ rn rn •• • Cacre oz-2a-os revisions: ECO-GWUtD S ES-200 ALUM HORIZ. ROLLING WDW. (L LL) AL-FAROOQ CORPORATION a m c no date I by descriptionENGINEERS Be PRODUCT DEVELOPMENT rt 0 scale: 1/2- t- A 04.17.09 M. PER earn CO�IMeM ECO.jN$D0*•SfSTEpAS„ l;LC. im ,o a 01.31.12 UPOATEO To 2010 FBC 9114.Rt.W.'•106'.9TRgET• 1235 S.W.87 AVE •• : : MIAMI,FLORIDA 33174 Gr o dr. by: HAMID C 01.11.13 MJWIJF. ADDRESS REV. MEDLEY, FL. 33178 ••• • TEL.(305)errs-szoo FAX taosl zs2�s7s 4 N) D oz.tz.ta GtAss OPTION ADDED TEL 305 885-5299 FAX 305 885-5902 V N chk by: £ 07.1515 UPDATED TO 2014 F8C { • • COMP—ANL�W09-12ECO t � t t t Y 71 00 X O A — C7 Z rn N v rn � ao m O n O Z Z \ m n� m Z 4 � N N <r:31 Cdot.: az-za-o9 revisions: ECO-GUARD S=-200 ALUM . ROWNG WDW. {I 1) AL-FAROOQ CORPORATION a o no o e escn on • . ENGINEERS&PRODUCT DEVELOPMENT icy s �• a oa.17.09 NO CHANGE THIS SHEET ECO•.1VINDQWS • T_EMS, LLC. 9.235S.w.87AVE .J ip B 01.31.12 NO CHANGE THIS SHEET 5114••IV.Ww•lC)�sRc�O�t i.• •.• M1AMI.Fi.ORlDA331T4 1 dr. by: HAMID C 01.11.13 MANUF.ADDRESS M. tv�-' c MEDLEY, FL. 33178 TEL(305)264 31.00 FAX(306)282 1978 v IV �k. b C D 02.12.14 NO CHANGE THIS SHEET 30 885- 305 5299 FAX 885-5802 S" E 07.15.15 NO CHANGE THIS SHEET •. • � �see COMP--ANL\W09-12ECO • .. .• • s i i.�.i MIAMI-DADS 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 OA www.miamidade.gov/ecoiioMy 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 FleAtl%Building . . 0000 . Code,including the Hi Velocity Hurricane Zone. . . 000.0 . . �,ft _ 0000 0000.. APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard SefldS l00 Alum. S.H. Wg[wo 0, (L.M.I.}', sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06J23rIS�Im re2•yy:A1-Faroo Corporation, signed and sealed b Javad Ahmad P.E., bearing the Miami-D n P d ct Co 0 0 , � � 13n Y g �. A3� tY �i � �C ..' Revision stamp with the Notice of Acceptance number and expiration date h3c%0OMiad1irW% Couuty00 Product Control Section. •••••• • �.: ,. _�'_� •- .. _ � 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer'0s•name or lo go: s4H,00 model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of'this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami--Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.14-0317.02 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. MIAMI•DADECOUNTY ? K El D ,r. ..., X01� 't+� 0� �,�iXal� te:�R Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No.W0948,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. F11-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.14-0317.02) ...• 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-$4 y 2)Uniform Static Air Pressure Test,LoadingpGFBC TAS X2-94...:. 3)Water Resistance Test,per FBC,TAS 20E*940• • :0090: 4)Forced Entry Test,per FBC 24113.2.1 and TAS 20Z":. . along with installation diagram of a 106-1/2"wide x 76" higKN, 0-Gu#;d jSeries-X(j:- aluminum single hung window, prepared by Hurricane Eitgfheiring NoTe§ting lac.;. Test Report No. HETI-08-2166A, dated 12/15109, signed Wcd'sealed by'Candido�F:: Font,P.E. (Submitted under NOA Nd.•alX1224.,07j 3. Test reports on: 1)Large Missile Impact Test per FBC,TASr I81-44 ,••;• :0 0 0 0 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94" 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 Candida F. Font,P.E. (Submitted under NOA No. 09.0224.07) 4. 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 and TAS 202-94 along with installation diagram of a 53-14"wide x 76"high ECO-Guard Series-100 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) Ma4del ez,P.E. Product Cohttoxaminer 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 (coNrNuED) 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 532/4"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 KurarayAt;Crica, We:•for teem: "Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/IS,•axpiring'o&%T11116.04:. ...... F. STATEMENTS •••• • 1. a !113 .. NOW, iWdentad 1?' � ...... 2. Laboratory compliance letters for Test Report No. FTL-7635,issued by.1ftpestratt m* Testing Laboratory,Inc.,dated 12/09/14,signed and sealed Sy Marlin I3�13 ison,P.E. n . (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-082170, all issued by Hurricane Engineering and Testing,Inc., dated 12/29/10, signed and sealed by Candida 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. Mannel P.E. Product Contr Efiner NOA No. 1 -040612 • Expiration Date: April 08,2019 Approval Date: July 02,2015 E-2 ' 0 U 53 1/8- 53 1/8- c WINDOW WIDTH WINDOW WIDTH I CR y 47 3/8" 47 3/8" Z 3 D.L.O. (FIX. LITE) D.L.O. (FIX. LITE) a 6" MAX. 12" MAX. to 6" MAX. 12" MAX. 9 O o HEAD HEAD m f HEAD HEAD Q U IL CORNERS a Z CORNERS 3 a I m O. m :o v � Q � 0 • �I ii � � a lot,M 8 �i ii D �i �� ii Q Q Q \ X SWEEP LATCHES t°n�Opp a AT 12-1/2" li �� it ixw .0 rM 0 0 I H N FROM ENDS M i Ila 4II B II II TYP. C4 cn \ X z 0 N 4 M. U ia7 0 O mg to n' N Z It it II Z $ ii _jObi 3m0 a pci Z' N i n TIS 11 � � z � �� I C II �••••• � Ie+�i `� •••i• --- itio , io • • ••�••� I V jM N •i••• FALSE MUNTINS NO ANCHORS AT SILL FALSE MUNTINS NO ANCHORS AT SILL •• •• M' ...•• • (SURFACE APPLIED) " <SURFACE APPLIED) •••••• Z• • OPTIONAL 47 3/8 OPTIONAL 47 3/8" • • • • • • a ,a ••••• D.L.O. (VENT) D.L.O. (VENT) . • 4 �"Z" . SPRING LOADED LATCHES �.•• ; 0•,� •••'; 50 3/16" AT 7" FROM ENDS 50 3/16" I _j VENT WIDTH OPTIONAL TO VENT WIDTH w GJ 0)g fW.. SWEEP LATCHES EQUAL LITES TMF• UNEQUAL LITES (ORIEL TYPE) S Q W D DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER S CHARTS SHOWN ON SHEETS 2. z " TESTED UNITS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE c N COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING u$ 4 a MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. m LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 0 N O N 0 0 0 0 0 m 0 G m V Q W 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 c EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I E+igr. JAvAD ANMAQ N CML =1 FIA PE # 70592 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CA.N. 38 NOT PART OF THIS APPROVAL. PRODUCCi2BYIM d A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ascomAyInswIthftFioddN a 8 vLl J ALL SHIMS TO BE HIGH IMPACT, I3umpmu ce o II�+ 0 NON-METALLIC AND NON-COMPRESSIBLE. Acceptance No J►Z.7 v�v� U 2 2(� drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT irntiott Detc COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE D} W09- REQUIREMENTS OF THE FLORIDA BUILDING CODE. hrtimv Bade Product Coatro sheet 1 of 6 WIDTH UNEQUAL LITES WINDOWS WIDTH 0) w DESIGN LOAD CAPACITY - PSF o GLASS�TYP GLASS TYPE GLASS TYPES z 0 B FLANGE DIMS. 'A', & FLANGE DIMS. A B & C WIDTH HEIGHT EXT.(+) I NT.(-) WIDTH HEIGHF EXT.(+) INT.(-) EXT.(+) 1NT.(-) X01- 19-1/8" 75.0 . 19-1/8" 75.0 90.0 75.0 90.0 P Z j 24" 75.0 24" 75.0 90.0 75.0 90.0 / d26-1/2' 75.0 .0 26-1/2" 75.0 90.0 75.0 80.0 00 I U 32" 26" 75.0 90.0 32" 50-5/8" 75.0 90.0 75.0 90.0 4 37" (3) 75.0 90.0 - 37" (5) 75.0 90.0 75.0 90.0Of � O 40" 75.0 90.0i 40" 75.0 90.0 - 75.0 90.0 0. , 48" 75.0 90.0 48" 75.0 90.0 75.0 90.0 N aDm 53--1/8" 75.0 90.0 53-1/8' 75.0 90.0 M 75.0 90.0 z 0 Q C 19-1/8- 75.0 90.0 75.0 90.0 U CQD Ix 24' a 75,0 90.0 �' 24' 75.0 90.0 75.0 90.0 -� � 26-1/2 75.0 90.0 26-1/2" 75.0 90.0 75.0 90.0 °i z 4, z 32' 75.0 90.0 32" 63" 75.0 90.0 75.0 90.0 z Z 37' (4) 75.0 90.0 37` {6) 75.0 90.0 75.0 90.0 w Q W � 40' 75.0 90.0 40" 75.0 90.0 75.0 90.0 ~ 48" _ 75.o 90.0 EQUAL LITES 4$" - - 7s.o 9Q.o� UNEQUAL LITES (ORIEL TYPE) 53-1/8" 75.0 90.0 53-1/8" - -- z 90.0 Z -1 U 19-1/8- 75.0 90.0 19-1/8" 75.0 90.0 75.0 90.0 24" 75.0 90.0 24" 75.0 90.0 75.0 90.0 2 � 0000" a°g 26-1/2' 75.0 90.0~ Qi 26-1/2- 75.0 90.0 75.0 90.0 i ••• _ •• ••• • 32' 50-5/8- 75.0 90.0 -, 32" 76" 75.0 _ 90.0 75,0 90.0 ° • • M • -j a •••••• p. •• ••••• 37' (5) 75.0 90.0 w 37" (7) - - 75.0 90.0 z • g •••••• • ••••• 40' 78.0 90.0 tt 40" - - 75.0 90.0 •••••• o06 • 48" 75.0 90.0 N - - •••• o t; •••• ir 48' 75.0 90.0 z rn 53-1/8" 75.0 90.0 = 53-1/8' - - 75.0 90.0 a ••:••; v� •ua n A •'••• 19-1/8" 75.0 90.0 •• •• •� 1000:0 In 24" 75.0, 90.0 TO QUALIFY FOR SMALL MISSILE IMPACT RATING :00:0: to z �i '• 26--1/2" 75.0 90.0 0o EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. • •• 04� -- -2 c 0000• 32" 63" 75.0 90.0 _ 2 •••• : � r�}«ir� a •••• • ' 37' {6} 75.0 90.0 w 1/8" HEAT STREN'D. GLASS W 4-Mg V 40" 75.0 90.0 U 48' 75.0 90.0 0 5/16" AIR SPACE PRODUCTRBVISED 5.3-1/8" 75.0 90A Z as complying with the Florida 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 1/8 HEAT STREN'D. GLASS A ode M j� /• 19-1/8- 75.0 90.0 V j� j,L� w .090" Interlayer .090" Interlayer .090" Interloyer iratlonDato 24" 75'0 90'0 DuPont Butecite PVB DuPont Butocite PVB DuPont Butocite PVB 9 in o 26-1/2" 75.0 90.0 W BY `Kuraray America. Inc.' By 'Kuroroy Americo, Inc.' By 'Kuraroy America, Inc.' 8y N 32' 76" 75.0 90.0 On uct n o ,,, 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 1/8- HEAT STREN'D. GLASS o �' po 37" (7) 75.0 90,0 40' 75.0 90.0- ; 1 ! v z 11I ? O SILICONE SILICONE SILICONE 48" 75.0 90.0 z � � , , Z m DOW 899 z m DOW 899 Z ca DOW 899 53-1/8" 75.0 90.0 �y 16 ' y % � 16 II II io 16 I ' 21 0 0L r o 'r 'gy a1 i a\i Io0 I I' I a► 1 13 'y- oo �ao 0 < m V C W �I II I II SETTING BLOCKS AT i LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS c ; $ ' 21BA ' 21 8B 21 Engr. JAVAD AHMAOCIVIL AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS FLA. PE # 70582 13 WIDER THAN 36" ONLY 13 WIDER THAN 36" ONLY 24 13 ALL SIZES C.A.N. 38 NOTE: - GLASS TYPE 'A' GLASS TYPE 'B' 5� t � GLASS CAPACITIES ON THIS SHEET ARE GLAZING OPTIONS 015 drowing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) W09-'08 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 6 TYPICAL ANCHORS 1� SEE ELEV. FOR SPACING TYPICAL ANCHORS v WOOD BUCK\. _ a I SEE ELEV. FOR SPACING v � W 4 a „ - ,; :LOGE—'61ST. MIAMI-DADE COUNTY APPROVED @ v �I ` a a e• . METAL MULLION & MULLION ANCHORSaa'd ' Q : ° °'e a • 4 4,' EDGE DIST. STRUCTURE SEE SEPARATE NOA EDGE DIST \ Z i EDGE DIST. IS zd I N v 0 th'I 8 9 m TYPICAL ANCHORS TYPICAL ANCHORS 4 C SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING O h W c� I 0 1 9 i I 20 4' ZN� G I 1 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. .�. N I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM J AND TRANSFER THEM TO THE BUILDING STRUCTURE. La J •a•• co I �I OPTIONAL TO • • •• ar ••••• 12 80Tr0M LATCH •• i • • t • • M • mingle 14 • • • o o �� � � .... 0 .... 04 5 ••.••: N A .; N •i••• iaT N 4J x W 3 W 4 14 •• •• g• j� ••••• o � • Z r>4 t —. •••••• Z• • 18 I I 21 '{.' v • • o 'at _ •••i• -� a I U � w 1 I ii z t P II C O I 8 z 3c+ n. 1 11A " 1 Rt1� 15 18 c � l� amla d O .'•- O N 2 114A , "�: •� o o ii o 0 O Q m R) O w PRODUCT REVISED o :ds complying wish the mo>dda v Tiuilding Code �,/+�A n/ . En9r: JAVAD AHMAb N N V"i^{,/(�j CML 4e a a ACc}eptatlCll FLA. PE 70592 c x t a 4 �?0 29 C.A.N. 5538 A a n e• a o N 0 Ua v` 4 Mi81 de >� SEALANT. drawing no. ' e ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W09-08 JOINT SEALER, J4 sheet 3 of 6 -y ITEM # PART # REQD, DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �� U 1 - FY101 1 FRAME HEAD _ 6063-T6 - 8 2 FYI 15 1 FRAME SILL 6063-T6 - M o 3 FY103 2 FRAME JAMB 6063-T6 - 0 s J 4 FY104 1 FIXED MTG. RAIL _ 6063-T6 - 5 FY105 - 1 VENT TOP RAIL 6063-T6 - d a 6 Fri 14 1 VENT BOTTOM RAIL 6063-T6 - 0 g v 7 FY107 2 VENT SIDE RAIL 6063-T6 - d 8 FYI 08 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063--T6 - _ O C 8A FYI 09 AS ROD. GLAZING BEAD (7/16° LAM. GLASS) 6063-T6 - tj 0 M 88 FY110 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6g APJPROVED MULLION 9 FYI 16 2/VENT SASH STOP 6063-T5 - Q 0 Q ri SEE SEPARATE NOA TYPICAL ANCHORS h SEE ELEV. FOR SPACING 11 FY113 2/VENT SPRING LOADED LATCH, AT 7' FROM ENDS 6063-T6 - 0 0 �Op rO 11A - _ 1/ LATCH LATCH SPRING ST. STEEL - Q 12 SL203P2/VENT SWEEP LATCH, AT 12-1/2- FROM ENDS ZAMAK SULLIVAN & ASSOC. 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS _ ST. STEEL FH SMS Z tr�l 13 - AS READ. SETTING BLOCK EPOM DUROMETER 80±5 SHORE A 41 14 #8 X 1- AS READ. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 14A #8 X 3/8- 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS � U 15 E207 AS READ. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFABIn v J m 1 — ——= 16 E203 AS READ. GLAZING BEAD BULB _ SANTOPRENE ULTRAFA13 C3 •R••+ 00 18 — W23181 AS REQO. FIN SEAL W'STRIPPING — ULTRAFAB i •+ z •• — ••• • 19 FY117 4j Y£NT SASH GUIDE CELCON M&M PLASTICS •00#0 N l..••i `�' •••i• 19A #6 X 3/8- 1/ GUIDE SASH GUIDE INST. SCREW_ CRS OH SMS TYPE B •••:• +� 20 F210 2/VENT SASH BALANCE �- - SUPERBOOST BY BSI f ��o WINDOW WIDTH WINDOW WIDTH ••••• o O[v • 20A #8 X 5/8- 1/ BALANCE BALANCE INST. SCREW - P FH SMS o . M M •:••+ 21 - AS READ. GLASS SPACER SILICONE FRANK LOWE ••••• + � 1O as*** 22 - 1 5/16" BOX SCREEN - OPTIONAL ••••• • ,_ •o _ • 23 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL • � Goes* o "r a . STEEL CARDINAL XL 24 - - INSUL. GLASS EDGE SPACER STJ •••• TYPICAL ANCHORS o SEE EL EV. FOR SPACING •• c� ® � + o G3 ra,t J w W rnM � 1/4- Max. 1/4- MAX. VENT WIDTH SHIMS i 4 SHIM lay / - MAX. METAL 19 WOOD BUCKS SHIM STRUCTURE o z 18 7 1920 o 20 y , TYPICAL ANCHORS °_ R � cgoY�' 1 2' + - --- - - - - - - - - - - - - ° FOR SPACING a-%Me SEE ELEV. TYPICAL ANCHORS e W i SEE ELEV. Y _ - - - -- -- - ----- _- ------_-- - _ - FOR SPACING opo uolz c� � rc Foi v 1 V2' N m m W - - - - - - - - - -- - -- _ CONC. ol - - - - - - Uj SCREEN OPTIONAL------- 1/4' �n .MASONRY w W 0 W 14 EXTERIOR 3 Engr. JAVAD AHMAD N n o o p CML j FLA PE 710592 a D.L. OPG. CAN. 8 " o .]C as complying tv!i A •v° WINDOW WiOTH A Y 8 ��11fde �" 8uildipgCade .s drawing no. Accoinence No F.x o Date j fl�5 B 9 wog—as Miami a ucI Co tro Sheet 4 of 6 TYPICAL ANCHORS EDGE 015T. SEE ELEV. FOR SPACING00 TYPICAL ANCHORS METAL MIAMI—DADE COUNTY APPROVED ELEV. FOR SPACING EDGE piST. STRUCTURE MULLION & MULLION ANCHORS Z h SEE SEPARATE NOA ��SEE y .r Q a. I EDGE DIST. rL I fQQQL g ALT. Q IL'a40 a TYPICAL ANCHORS O 00 a SEE ELEV. FOR SPACING Q 'y k H z� —S J CA J � 3 sees • eo • • f�.•e sees• .� sees i = � • � •• N �e • ,M • sees•• •e ',-+ see:* eee:•e N L W b- sees: ••�••� i �Npo M ,e•e \✓ sees•• W LZ] • •• 1/4' MAX. i e i losses SHIMS ALT. • e in • • e • % sees: TYPICAL ANCHORS w W rnta �`' SEE ELEV. FOR SPACING q' 4 4 C. _ d t 14n, c= N Oz O MASONRY • g '' N '' I W 4 •4 0 u _ o W A 4 y G a ! 4 N 7 d h Y7 C 0 O erW cl Mf ALT. 0am0ow rn INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr. JAVAD AHMAD N u 13 CIVIL j e : FLA. PE # 10592 CA.N. 3538 5. PRODUCT REVISED A 4 as samptymg%vt the Honda r Building Code iV A v v Acceptance No • moi+ drawing no. BY 9 � .�15 j W09-48 Preduet U sheet 5 of 6 2.750 �1.281--�I{ v w 082 14 1 � y O 1.6$8 .750 t � 078 .062 813 2.750 I 14 2 812 1.140 g 0 ' O Q QQ FRAME HEAD d v U 1.202-1 2.O61�E Qi 2.874 o M Q FRAME JAMB O a Q C 062 2.188 a 1.375 519 .394"`� �' �`'� 130 ul 1.001 ��, I I_ I�_ k � a� g .045 .803 .050 803 .045 .803 Q 6� g 1,422- FIX. ,422 FIX. MEETING RAIL O 1.047 ® �I 1.047 se -�I 1.047 U o 1.340 GLAZING BEADS 1 J m i �1.434� • • $ (�••.� ••••• 1.250 .062 Vj • • M • 2.063 1.140 .••�•• w• •• .. ••••. 1.067 .062 1�••••• .� • ••••• • • i0 � 10 00 ••: � •�•i j N ••••� L1,140-� •• W �� tt) ••••• 00000 U3Q r 1 • �5 VENT TOP RAIL `�7 VENT SIDE RAIL 0 .7= -u •••:. • • 2.027 • • ••••• 1.247 $ W g .062 2.773 1.445 1.929 1.750 1.254 ,078 h�-1.140 L.963 VENT BOTTOM RAIL 11 SPRING LOADED LATCH VENT CORNER_DETAIL U0 U �zc� = z , 2.974 ' N N o °' 'r 9 9 i .N15 'd ooiio 0 4 d � amcinw .062 p� a_ 3.002 Engr: JAVAO AHMAD N n o 2.688� FRAME CORNERS RS DETAIL CM 062 f1AC..A PNE. 3 70592 N -� PRODUCT REVISED s 500 .769 as complying with ties Florida 874 Building Code :f.�,. 49 .500 AcceP�1z eNo L�0 avbwcp2015 drawing no FLUSH FRAME ADAPTER . -2.750 261 wog-os FRAME SILL 23 BY Q sheet 6 of 6 r, MIAMI-QADE MIAMI DADS COUNN I 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 OA www.miamidade.aov/econgmy co 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. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixpo.'Fdw. (L.M.L)",sheets 1 through 5 of 5,dated 03/23/09,with revision D dated 07/08/1:5,prepared byAVFarooq..... Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade G++rnmty Product Control . Revision stamp with the Notice of Acceptance number and expiration date by th*b*X i-Dadb4d6 lnty o•••• Product Control Section. 0••• 0 0 LABELING: Each unit shall bear a permanent label with the manufactureMsWiie or 1819,,Pity, ftte,-• model/series, and following statement: "Miami-Dade County Product Control,�}pp gved", un%ss other' lsb: noted herein. ' : • RENEWAL of this NOA shall be considered after a renewal application has been- .led aid Miers has ftp no change in the applicable building code negatively affecting the performance oYthis 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#140317.03 and consists of this page I 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. rirarr ma, iii 'Ifate�,�x page I 4 Eco Window Svstemst 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 3avad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 971/4"wide x 961/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under 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 971/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Tp�jing Inc., Test Report No.HETI-08-2192B,dated 01/15/09,signed alid waled bj.C=tlido L.000 Fant,P.E. (Submitted under NOA#09-0413.08) 00 ' ' ' • • •0 ... :. 00 00 0000 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202;�J;•0 2)Uniform Static Air Pzessure Test,Loadingpear FBC,TA5 2029,,4-000:0 3)Water Resistance Test,per FBC,TAS 2$£•940 :0"000 0000. along with installation diagram of a 48 1/4"wide x 96 3/8" "ttiEco-GAizd$eries3ko• aluminum circular arch top fixed window,prepared by Hw;iQ44g Engineering& 00 00:' Testing Inc.,Test Report No.HETI-082193A, dated 01/19/09,ligned and sealed b�: Candido F.Font,P.E. (Submitted under NDA#09-0413.08) .•. :0.0 0* 0 0• • 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS°Nf 94 0'0 • 2)Cyclic Wind Pressure Loading per FBC,TAS 2034 along with installation diagram of a 481/4"wide x 96 3/8"high Eco-Guards 300 aluminupa 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 Candida 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) Manuel PerVA ift Product Control Ekam Oer NOA No.15-0715.10 - Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coN' imm) 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#09-4413.08) 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 Ainerica,Ins.; o; their • "Butacite®PVB Glass Interlayer"dated 04/25/15,expiri$gAh12/11/16. . 96 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.Alatlica,Incr far their ....:. "SentryGlas@(Clear and White)Glass Interlayers"dated 0$!25/15;exj ring or.... 07/04/18. •••••• .... . ..... ....... .. . . . F. STATEMENTS " " •• •••••• 1. `�.; w C ' '. 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. mannef Pe ez, .E. Product Control am er NOA No. 15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 2.688 1• WINDOW WIDTH .062 I . NS � 769 (SURFACE p FALSE PLIE�D) D,L. OPG. • m Ort I il -7 • 3 1.813 .875 A 1.000 2.611 3 .062 O g Q FLUSH FRAME ADAPTER 90 L 2.750— FRAME .750 FRAME HEAD/SILL/JAMB 4 II 11 �llaQ� .750 _- 11 if 0 .813 — 03 Zi n u 910 II it � II it ,J a .050 4+- GLAZING BEAD z Q If :11 N J 1.0701 tn 11 If It II It II II • ••• • C) •.:• .375 II tl 0000.• G : 'w') •. IL II • ••.. .050 I I E I W ��i+ • 000000 .a 00 0000 0 •..: . • ro! •.• •.�.•� I M N 00.• . U3 ANCHOR COVER .(O •. �• �•� � ••• •..00. 7 � 0 VV77 6 • 6" MAX. 12° MAX. • • -4, + ••• HEAD/SILL HEW/sILL : 00 CORNERS •• • + =r :` ..• 12TYPICAL ELEVATION DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER L 2i €d CHARTS SHOWN ON SHEETS 2. GLASS D.LO. DIMS. a a APPROVAL APPLES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. HEIGHT = WINDOW HEIGHT — 3.625" o o o COMBINATIONS OF FIX./FD(. OR FIXED WITH OTHER D.L.O. WIDTH = WINDOW WIDTH -- 3.625" 0 2 ' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING m MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. _ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WIU. APPLY TO ENTIRE SYSTEM. m is r o Sao PIACT � Ia ,..,. 5 a o ;SONE, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. .4 RATE13 = x A`I T' Engr. JAVAD AHMAD PRODUCiREMOD N j o ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CM as complying wi�the� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. NOT. U �w• PE 7o57059213ii{Idlng@ No CAN. 38 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 1Pix it lonDatejS.O t f019 uj NOT PART OF THIS APPROVAL. w b A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By G►► drawing no. d MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 10 201 Ware uct r COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE „ W09-24 REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 'I of 5 DESIGN LOAD CAPACITY - PSIS ti 3/116" ANN. GLASS 3/16" HEAT STREN'D. GLASS WINDOW DIMS. GLASS TYPE 'C' WINDOW DIMS. GLASS TYPg 'C' GLASS TYPE 'D' " 090" Interlayer 090" Interlayer WIDTH (W) LENGTH (L) EXT.(+) INT.(-) WIDTH M LENGTH (L) EKr.(+) 1NT.(-) EXT.(+) 1Nr.(-) g Butocite PVB SentryGlas 24" 754 80.0 80.0 90A 26-1/2- 75.0 80.0 80.0 90.0 Z By 'Kuraray America, Inc.' By 'Kuroray America, Inc.' 30' 754 80.0 80.0 90.0 37' 26" 75.0 80.0 80.0 90.0 X 3/160 ANN, GLASS 3/116' HEAT STREN'D. GLASS 36" 75.0 80.0 80.0 90.0 53-1/8" 75.0 80.0 80.0 90.0 42" " 75A 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 p SILICONE SILICONE 48° 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 Q v DOW CORNING 899 DOW CORNING 899 w GE SCS 2000 GE SCS 2000 54" 75.0 80.0 80.0 90.0 1 37' -3/8. 75.0 80.0 80.0 90.0 Q z 60" 75.0 80.0 804 90.0 53-1/8" 75.0 80.0 80.0 90.0 66- 75.0 80.0 80.0 90.0 74- 75.0 80.0 80.0 90.0 B m g ! I� io 1 jl 4 I I t9 4 i :I 72" 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 q jl 5 vim+ 5 V !i Ii AT 1/4 POINTS �i !j AT 1/4 POINTS 11", 24' 75'0 80.0 80.0 9Q.0 37" bQ-5/8" 754 8fl.0 80.0 90.0 C 4 h 8 ON UTES WIDER ii ii 8 ON LITES WADER 30' 75.0 80.0 80.0 90.0 53-1/8" 71.3 76.0 80.0 90.0 �} THAN 36' ONLY THAN 36" ONLY 36" 75A 80.0 80.0 90.0 74" 71.3 73.1 80A 90.0 IG51 yj s 42" 46. 75A 80.0 80.0 90.0 26-1/2° 75.0 60.0 80A 90.0 48' 75.0 80.0 80.0 1 90.0 37' 63" 75.0 80.0 80.0 90.0 #8 X 1-114" SMS 08 X 1-1/4- SMS 54" 754 80.0 80.0 90.0 53-1/8' 1 67.9 72.5 80.0 90.0 AT 3-1/2 FROM: ENDS AT 3-1/2' FROM ENDS 60" 75.0 80A 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 ... • AND SO" O.C. MAX. AND 10" O.C. MAX. GLASS TYPE 'Crr °` 66' 75.0 80.0 80.0 90.0 37" 76' 75.0 80.0 80.0 90.0 U 72" 75.0 76.6 80.0 90.0 53-1/8" 67.9 69.9 80.0 90.0 GLAZING OPTIONS 24" 75.0 80.0 80.0 90.0 ••• 30" 754 80.0 80.0 90.0 •••••i 115• �. •••• 36" 754 80.0 80.0 90.0 W •• :06 A iSoo: 42" 80. 75.0 80.0 80.0 90.0 ..:.° 46" 75.0 60.0 80.0 900 ••••• w ••� 54' 66.8 71.3 60.0 90.0 � • 00 ..°.. .. 60 60.2 64.2 804 90.0 L ••••• lb K3 W. WIDTH 66" 60.2 64.2 80.0 90.0 0 ••• WINDOW WIDTH WINDOW WIDTH 72" 60.2 64.2 80.0 90.0 `� f • 7. [� •:• 24" 75A 80.0 80.0 90.0 ••• y�z • r88000-000 ��� •• • •• � 75A 80.0l Iot 36" 75.0 600 90.0I 142" EN 75.o so.Q 9oALulI , I48" 75.0 76.6 90.0 NOTE: I I I I g 54" 65.8 71.3 80.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED LL _ - .J 60.2 64.2 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 24° 75.0 80.0 80.0 90.0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 30" 75.0 80A Rom 90.0 c _ 36" �" 75.0 80.0 80.0 90.0 O o o r -- r , 42' 70.0 70.0 80.0 90.0 S o Zc I I I 48' 65.6 65.6 80.0 90.0 �a m � I A I I j 54' 64.3 64.3 80.0 90.0 f I r I 24" 75.0 80.0 80.0 90.0 L J W-.�W-IIDDTH� 30" 75.0 50.0 80.0 90.0 H $ N 36' 96" 75.0 76.2 80.0 90.0NOTE. 'v 0 n S Go a 42' 64.6 64.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE o WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I I 48" 59.9 59.9 80.0 90.0 BASED ON ASTM El 300-09 (3 SEC. GUSTS). ` 24" 75.0 80.0 80.0 90.0 -� 30" " 75.0 80.0 80.0 90.0 En r. JAVAD AHW10 toe a e f 36" 74.5 74.5 80.0 90.0 CML PRODLICTRBVISEDas cernplying with 1119 Flora N I I 42" 61.5 61.5 80.0 90.0 C.N 0592Building Code 15'00115. j O t L J 24" 75.0 80.0 80.0 90.04i Ltj �xcitum D 30" 120" 75.0 80.0 80.0 1 90.0 B ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36" 74.5 74.5 80.0 90.0 nyrnmai adc ductC +M drawing no. ~ SHOWN DIN DOTfEU LINESFAND OBTAINING GALLOWABLELOADSSQUARE FR MOTHOSETSHAPES.S Ju 2015 W09-21D TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS D BUCK WOOD BUCK STRUCTURE SEE ELEV. FOR SPACING OR o 001 All • - : 1 . . WOOD RE N MIAMI—DADE COUNTY APPROVED I ` t° 4°, 4 d Q d e• 4$+ <• a�y a`'4 Q SMULLION & MULLION EE SEPARATE NON ANCHORS Z m a d ° a 4 . 4 a• M1 0 8 � t Q4 j TYPICAL ANCHORS TYPICAL. ANCHORS G i SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 11 II !! j! sums Mm5 SEE ELEV. FOR SPACING __: !! :I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. IN= ti E MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM :` .� ii ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. Q 8U KS *R _.J ii !� 'PENEfRATtO WWWWW �l i j CCCyyyv - ! !! Na M •••�•• • ••• !! j •••••• W • I! !j G •••• a00 i ••: 0QII II � 000000t00•toM • c MIN. •jl @ •• Bzt tj Ij ML a— !j �j T1r W IJI li If E M,111091,1 jl jl , 1 I 0OCii � o I! 1! :I :I !1 !I z itj SEALANT: jl jl 3 O � = jf jl ALL JOINTS AND FRAME CONNECTIONS SEALED WITH g S S 9 ! ! -3 JOINT SEALER. L 4 m o e r. JAC MAHMAD PRODUCT REVISED A cl a a as complying with do Fla ri fa I "a • 7059 44 ° d a FLA 538 2 Building Codd ti`z .e . i Acceptance NO pp W16 afro a ExpiratiutDaft 4 e e d• , o y $ °' • 4a .• r . v By TYPICAL ANCHORS v. I MI ALL ANCHORS Miami ade lProQa<xri' drawing no. SEE ELEV. FOR SPACING 1 y WOOD BUCK FOR SPACING JUL , Z415 W09--20 sheet 3 of 5 ITEM f PART B RBQD. DESCRIPTION MATRRIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 - 04 W 2 FY302 AS RFQD. GLAZING BEAD- 7/16" GLASS 6063-T6 - I 3 FY303 AS READ. ANCHOR COVER 6063-T5 -- 6 O ALUUMM STRRAPAP ,J 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB 6 5 FL13-50 1 GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE _ n 6 010 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS '/ g v 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 8 - 2/ LITE SETTING BLOCK EPDM DUROMETER 85f5 SHORE A Q: Q ooQ 0 WELDED JOINTS J MIAMI-DADE COUNTY . '• APPROVED MULLION ' RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS g• •6.. SEE SEPARATE NOA TYPICAL ANCHORS 00 SEE • ' SEE ELEV. FOR SPACING : • :::*00 99 9696 CORNER DETAILS •.•:•• fVV r 9066 ^ •0• 6 0 • 0••0 v •• se• Lx7 •• 044 - • • •ice a00 •i• p • • TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH SHIM 1/4" MAX. 2 1/4" MAX. a 1/4' MAX. SHIMS TYPICAL ANCHORS C 1019 N C SEE ELEV. TYPICAL ANCHORS m o SHIM FOR SPACING SEE ELEV. `� ~ FOR SPACING v 3 i a G O METAL m a6 d � � C p � � o — — — STRUCTURE N N o 0 0 v o c m vjai I - -- - - - -- - --- - .-..-..-..-..-..-..-..-..-..-..-..-..-..-.. ..-9999...-..-...�..-..-..- -..-..-........-..-..-........ . . WOOD B K n R — Engr: JAVAD AHMAD PRODUCT R.EVISBD I g WOOD STRUCTU as complying with do Flmldtt o � "0582 Building Code a C.A Acceptance Na 'Q 1 5' 18Y Ex irafion Date; 1 EXTERIOR g woob BUCKSLi L4,j L t. .a By D L OPG. M• ade Pmduct drawing no. U 10 2015 W09-20 WINDOW WIDTH ` sheet 4 of 5 S'T'RUCTURE �u N TYPICAL ANCHORS TYPICAL ANCHORS MIAMI-DARE COUNTY APPROVED I • SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS Q a, s s °•' ,° I SEI: SEPARATE NOA z 3 ALT. TYPICAL ao a Q." n HORS SEE ELEV. R SPACING E 00 co *00 w ..; 1/4" MAX. ` J ; ;•; 37S .�' ° • • SHIMS ALT. �• ,� ••• %:x ' 4 . s 4. . 4v a TYPICAL ANCHORS 0- SEE ELEV. FOR SPACING 4 4 ti @) 2Q O O ALT. m c k4 m 0 is 3 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER En9rJA mLa MMAD PRODUCT REVISED � a FLA. P 70592. complying wish Ilm Irlorida •` C A 3538 irrg Code 5-0 °N •° ° Acte cc No q s °• Fns irat ate j Ju 2415 htincni drawing no. ° TYPICAL ANCHORS SEE ELEV. FOR SPACING W09-20 sheet 5 of 5 MIAMI'DADE W"11--DADE COUNTY,FLORIDA o 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--2$9R NOTICE OF ACCEPTANCE NOA wwtiv.mlam da e&2v_Jgconomv MOM SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material •fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. - - Ulla -- APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "AIuminum Tube MulliQ ;;sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/1$ prepared%y-A'�Farwc}... Corporation, signed and seated by Javad Ahmad,P. E., bearing the Miami DadOCotinty P.Mdpc$Control Section Approval stamp with the Notice of Acceptance number and Approval*d&%*by the'Mfdfni-DAd$0 0 County Product Control Section. :••••. SSI€L� �1r�` , � n =Ms► �•>bri' tResista '# . 0000.. 0000 . 0000. LABELING: Each unit shall bear a permanent label with the manufacturer's*zi*a*me or 14-8?city, stafe 0 series, and following statement: "Miami-Dade County Product Control Approves;,1Wless othgrvise noted;: herein. 0 *000:0 0000.. RENEWAL of this NOA shall be considered after a renewal application has blenJW and there has lftv..; no change in the applicable building code negatively affecting the performance of1lis produaC - ' TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages E--1 and Irl,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. - MIAMI•DADE COUNTY �"' S�`� ,"°' ,,,."� ' ' �%, � F Page 1 K Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision 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) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, 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. 2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI 08 2192B and HETI-08-41b6C, both dated 01/15/09,signed and sealed by Candido F.Font,P.E. see* ••••;• . 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202—.1j.:•; ••• •• ;• 2) Uniform Static Air Pressure Test,Loading pU.FBC,TAS 202— 4 • 3) Water Resistance Test,per FBC,TAS 2q3-94. ;•••; 0000. • . 4) Forced Entry Test,per FBC 2411.3.2.1,a2i47AS 202-94 00:900 00*9.#o 00,. 0-800* along with marked—up drawings and installation diagram•o1'•a clipBe-Q almin uf m •• mullion single hung window,prepared by Hurricane Engine"-&Testing,Inc.,Test* Report No. HETI08 2166A, dated 01/15/09, signed and staled*-by CV&p F. •• P.E. . . ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5th Edition (2014), prepared by Al Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E--1 . Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. .. l ONS . tcd Wit, � T3ava�- P� 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI-082192A, HETI-08 2192B, HETI 08 2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P.E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P.E. G. OTHERS 1. None. r • • •••• •••••• •••••• •• •• •••••• • •••••• •• • ••••• •• •• •• • •••••• • Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0529-16 Expiration Date: October 23,2019 Approval Date: October 23,2011 E-2 GO------------ --------- -- ± Z � �t-----, --�-----� _ Tim------ o z rli T- 0 LX N g [, -y fill C-.r==N� ---- -----�� ----•y j 111 I i o It t � 4.000OO 11 It III -----I I iI Ili II TYPICAL 1s �� III _ =--_' �-I I_ F GLAZING PRODUCT 1 I .u� .t A 1.000 TYP If WINDOW FRAME 1 3L---i i Lug I. x "_ a 6.000 II d 3.000 4.000 J TUBULAR SHAPES p •+•• co 2.000 ALLOY = 6063-T6 ' i •�• J X•• ups •••�• -00 W •••• 03 00 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING "�"� m � NOTES: Z Z •. I •• li ANO • • S0364 •••••• Z lm8#)ILOING • • • Q Q• ::0006: •• • f tTt7�i ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WINO LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS c ARE NOT PART OF THIS APPROVAL - A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO H CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: oa USE CHARTS AND GRAPHS AS FOLLOWS. � STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. Engr: JAVAD AHMAD �, o STEP USE CONNECTION TO MULLION AS PER PRODUCT CIVIL, APPROVAL. FLA P70592 3 USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH CAN..3538 3+ limvrd r�4�x�nTyb�}�i~ fisc .STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED )F�c�ri<Tt►fTuilcili a,C � �`� q � 9 v IN STEP t ABOVE. attr , USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS NOM-l" -.� �g y t - . M�t!Y'•�;'`:d ��� � drowing no. STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING A17i�I ±cc t�,i�in,. MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. M14-01 `S " sheet 1 of g 1.000 .125 1.000 2.000-�j�.125 2A00125 2.000 .250 .375 - .375 I I I I 0 • -� 1.000 r Z 2 1.000 .125 1 z .125 .375 o J .125 .125 g 4.000 .125 4.000 A 4.000 aY 3.000 3.000 .125 6.00 6.000 .378 .375 .125 .250 d G _ = z3� Ix = .9502 IN\4 Ix = 20374 iN\4 Ix 1.538 iN\4 Ix 3.1878 tN\4 ix 2.9762 IN\4 L4Z Sx = .6335 IN\3 Sx 1.187 tN\3 Sx = 1.0254 IN\3 Sx a 1.5939 tN\3 Sx = 1.4881 w\3 1 X 3 1 X 4 1 X 3 2 X 4 STD, MULLION STD. MULLION CUSTOM MULLION mmism STD. MULLION 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 U o Ix = 8.2757 IN\4 Ix = 15.2031 IN\4 Z Sx = 2.7586 m\3 Sx = 5.0677 IN\3 0 w••• • 2 X 6 2 X 6 •••� fid . ; ? '. STD. MULLION HEAVY MULLION !'j • 6063-T6 8063-T6 GooseW h cr *••••* 0] w ••�•• C�1rM � •..•• Z Z t Iy Op • �0 • i •' � ' yE1Ji r�i i.•..i •• d .�fii `' • • r- - 7181- r-1.718-1 125 2.125125 2.125 /lppravW m complyhta t�ok lite .125 � CYP. TYP. I mida 131titd6 I)au­ 2.00d NOlafl .-• oyi �t! 1'r wnitt► I 5.500 5.500 2 o y . •�i 4 NOTCH NOTCH '- OPTIONAL1/2. OPTIONAL 1/2- MIN. MIN. Engr. JAVAd A~ m t � CML FLA. PE 70592 0 1/2' Ea 1/2- CAN. 1/2- MIN. MIN. ; v MIN. drovring no. ANGLE CLIP _ t MULLION CLIP '; .. M 9 4 6063-T6 6063-T6 8063-T6 sheet 2 of Q DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 1 X 4 1 X 3 I= 2 X 4 2X8 2X6 WINDOW DIMS. 1 X 3 1 X4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 WINDOW DIMS. 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 6 2 X 6 a WIOTH (W)IMULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) A4ULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY Vt1DTH (W) iAULL SPAN STD. STD. CUSTOM CUSTOM STD, STD. HEAVY d • 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" - -- - 59.3 55.3 120.0 120.0 O 26--1/2' f20A 120.4 120.0 '120.0 120.0 120.0 120.0 26-1/2" 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2' - - - 42.8 39.9 11 i.0 120.0 0 p 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30" - - 37.8 35.3 98.1 120.0 �` j 37` 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37" 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.8 79.5 120.0 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42" 33.9 72.8 55.0 113.9 106.4 120.0 120.0 42" - - - 27.0 25.2 70.1 120.0 Q 48" 38-3 W, /8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48" 74-1/4" 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48" 120" ^ » - 23.6 22.0 61.3 112.6 p� D 54" f 20.0 120.0 120.0 120.0 120.0 120.0 120.0 54" 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 e} 60" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 80' 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - -- - 49.0 90.1 Q ~ 66" 112.5 120.0 120.0 120.0 120.0 120.0 120.0 66" 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66" - - - - - 44.6 81.9 ? 72° 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72' - 42.5 32A 66.5 62.0 120.0 120.0 72" - - - - - 40.9 75.1 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 i9-t/8" - - - 44.5 41.6 115.6 120.0 28-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 37.2 79.7 60.2 120.0 116.4 120.0 120.0 28-1/2" - - - 32.1 30.0 83.4 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 '102.8 120.0 120.0 W. 16 - - - 28.4 28.5 73.7 120.0 � 37" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37" 23.0 1 21.5 59.8 109.8 i 1 1 12, 0 42" 120.0 120.0 120.0 120.0 120.0 120.0 1 120.0 42' 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42" - - 20.3 - 52.6 96.7 48" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48' 84" 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132" - - - - 46.1 84.6 54" 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54' - 39.1 29.5 61.2 57.1 120.0 120.0 54' - - - - 40.9 75.2 U a 60" 103.3 120.0 120.0 120.0 120.0 120.0 120.0 60' - 35.2 26.6 55.1 51.4 112.6 120.0 60' - - - - - 36.8 67.7 66" 94.0 1 120.0 120.0 120.0 120.0 120.0 120.0 66" - 32.0 24.2 1 50.1 46.7 1 102.4 120.0 1 66" - - -- - - 33.5 1 61.5 z coco 72" 86.4 1 120.0 120.0 120.0 120.0 120.0 120.0 72" - 29.3 22.1 45.9 42.8 93.8 120.0 72" - - - - 30.7 56.4 r ••• •••••• 19-1/8` 120.0 120.0 1204 120.0 120.0 120.0 120.0 19-1/8" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8" -- - - 34.3 32.0 89.0 12QQ' -J • • 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2* 24.9 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2" - - - 24.8 23.1 64.3 1111&@-, � �•i `' ••••i a .• 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30" - - - 21.9 20.4 56.8 10*3• } i••••'• • • 37" 145.3 120.0 120.0 420.0 120.0 1204 120.0 37' - 38.2 28.9 59.8 55.9 120.0 120.0 37' - - - - -- 464 8h'S'� m � _ ����• 42" 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42` - 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 } . 7.� �3 • 48' 50-5/8' 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' 96" - 29.5 22.3 46.1 1 43.1 107.8 1 120.0 48" 144" - - - » - 35.5 V.? g • 54" 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54' - 26.2 - 41.0 38.3 95.8 120.0 54" - - - - -- 31.5 5?&• Z _Z CJI. •• 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60" - 23.6 - 36.9 34.4 86.2 120.0 60" - - -- - - 28.4 52.1 • •••••• 66" 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66" - 21.4 - 33.5 31.3 78.4 120.0 6S" » - - - - 25.8 4?.4 . J a v :too*: 72° 59.3 95.4 95.0 120.0 120.0 120.0 120.0 72" - - -- 30.7 28.7 71.8 120.0 72' - - - - - 23.7 43.4 Q •�'- 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 81.3 75.9 120.0 120.0 rn 28-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' - - - 58.7 54.8 120.0 120.0 ARCHES TO BE INSCRIBED 30" 77.8 120.0 120.0 120.0 120.0 120.0 120.0 W. - - - 51.8 48.4 120.0 120.0 INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION 37" 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37" - - - _42.0 39.2 109.1 120.0 42" 55.6 105.6 90.0 120.0 120.0 120.0 120.0 42' - - » 37.0 34.6 96.1 120.0 ��:"GLAZWG `":�� 48' ' 48.6 92.4 78.7 120.0 120.0 120.0 120.0 48" 108" - - - 32.4 30.2 84.1 120.0 ii PRODUCT VERTICAL 54" 43.2 82.2 70.0 120.0 120.0 120.0 120.0 54" - - - 28.8 26.9 74.7 1 120.0 MULLION o 60. -73.9 63.0 115.7 108.0 120.0 120.0 60' - - - 25.9 24.2 67.3 120.0 z - 66" 35.4 67.2 57.3 105.1 98.2 120.0 120.0 66' - - - 23.6 22.0 84.2 112.3 GLAZING FGLAZING 4 0 " PRODUCT PRODUCT N 32.4 61.6 52.5 90.0 120.0 120.0 72 -- - - 21.6 20.2 56.1 103.0 3 GLAZING GLAZING ALL LOADS ARE EXT.(+)/INT.(-). PRoaucr PRQDucr o� Ma 0 0 NOTE: W1 W2 MUWON SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED Ltec 49 VERTICALLY OR HORIZONTALLY. a (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS En9r: JAVAD AN" CIVIL ; FLA PE 1 70592 L-qwm,;4vh=* W1 + W2 . 536Approved $ ro uFloris a Lit � � hN � drawing no. - "\..2 M14-0� (sheet 3 of 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ` WINDOW DIMS. WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE 0 VlIDTH (W) MULL SPAN A2 A6 B2 114a B4b WIDTH (W) MULL SPAN A2 A4 A6 B2 114a B4b VADTH (W) MULL SPAN A2 A4 A6 B2 Boa Bob 120.0 120.0 1 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101.4 120.0 120.0 19-1f8 97.9 120.0 120.0 62.7 90.4 120.0 Z 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26--1/2" 70.6 120.0 120.0 45.3 65.2 90.60 30" 120.0 120.0 120.0 120.0 120.0 120.0 30" 100.8 120.0 120.0 64.6 93.1 120.0 30" 62.4 108.8 120.0 40.0 57.6 80.0 P � 3 37" 120.0 120.0 120.0 101.4 120.0 120.0 37" 81.8 120.0 120.0 52.4 75.5 104.8 37" 50.6 88.2 120.0 32.4 48.7 64.9 0. g 42" t20.O 120.0 120.0 89.3 120.0 1 120.0 42" 72.0 120.0 120.0 46.2 66.5 92.4 42" 44.6 77.7 116.6 28.6 41.1 57.1 48" 38-3/8" 120.0 120.0 120.0 78.2 112.6 1 120.0 48" 74-1/4" 63.0 109.9 120.0 40.4 58.2 80.8 48" 120" 39.0 68.0 102.0 25.0 36.0 50.0 54" 108.4 120.0 120.0 69.5 100.1 120.0 54" 56.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 60" 97.6 120.0 120.0 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 60" 31.2 54.4 81.6 20.0 28.8 40.0 eii O 66" 88.7 120.0 120.0 56.9 81.9 113.7 66" 45.8 79.9 119.9 29.4 42.3 58.8 66" 28.4 49.5 74.2 - 26.2 36.4 �t 0 Wi 8 72" 81.3 120.0 120.0 52.1 75.0 104.2 72" 42.0 73.3 109.9 26.9 36.8 53.9 72" 26.0 45.3 68.0 - 24.0 33.3 O IL>4 4- 19-1/8- 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 a 30" 120.0 120.0 120.0 114.3 120.0 120.0 M. 89.1 120.0 120.0 57.1 82.3 114.3 30" 56.7 98.9 120.0 36.4 52.4 72.7 37" 120.0 120.0 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 86.7 92.7 37" 46.0 80.2 120.0 29.5 42.5 59.0 4 W 42" 120.0 120.0 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 40.8 58.8 81.6 42" 40.5 70.6 106.0 26.0 37.4 51.9 W 48" 42" 111.4 120.0 120.0 71.4 102.9 120.0 48" Be 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 54" 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 () W. 89.1 120.0 120.0 57.1 82.3 114.3 60" 44.6 77.7 118.6 28.6 41.1 57.1 60" 28.4 49.5 74.2 - 26.2 36.4 N J in 66" 81.0 120.0 120.0 51.9 74.8 103.9 66" 40.5 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 - 23.8 33.1 Z 1 72" 74.3 120.0 120.0 47.6 68.6 95.2 72" 37.1 64.8 97.1 23.8 34.3 47.6 72" 23.6 41.2 61.8 -- 21.8 34,3 J • • 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75.3 10 �6. .J • .' 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2' 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 58.9 102.6 120.0 37.7 54.3 7S.50: N •• `-' ••••:• 30" 120.0 120.0 120.0 94.8 120.0 120.0 30" 78.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 33.3 48.0 66.1*0 Ld Ld 37" 119.9 120.0 120.0 76.9 110.7 120.0 37" 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 274 38.9 54.1 IYt �y�i�Q • 42" 105.7 120.0 120.0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 4j • • 48" 50-5/8" 92.4 120.0 120.0 59.3 85.3 118.5 48" 96" 48.8 85.0 120.0 31.3 45.0 62.5 48" 144" 32.5 56.7 85.0 20.8 30.0 Qe. 2 Q�;'> >n •��•�� 5¢" 82.2 120.0 120.0 52.7 75.9 105.3 54" 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 26.7 3FE1•• Z . Li- 74.0 � • g8" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 68.0 102.0 25.0 36.0 50.0 60" 26.0 45.3 68.0 - 24.0 35.3 cZ �• •••••• 66" 67.2 117.2 120.0 43.1 62.1 86.2 66" 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.6 41.2 61.8 - 21.8 T-3 • -Lu •..•i 72" 61.6 107.5 120.0 39.5 56.9 79.0 72" 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27.8 Q .•o .. • •.-W 19-1/8" 120.0 120.0 128.0 119.5 120.0 120.0 19-1/8" 108.8 120.0 120.0 69.7 100.4 120.0 W rn m ARCHES TO BE INSCRIBED 26-1/2" 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 1200. 120.0 50.3 72.5 100.6 TYPICAL TYPICAL INSIDE RECTANGULAR SHAPE ANCHORS 30" 118.9 120.0 120.0 76.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 ANCHORS 37" 96.4 120.0 120.0 61.8 89.0 120.0 37" 56.2 98.0 120.0 36.0 51.9 72.1 HORIZONTAL MULLION 42" 84.9 120.0 120.0 54.4 78.4 108.8 42" 49.5 86.3 120.0 31.7 45.7 63.5 GLAZING 48" 74.3 120.0 120.0 47.6 68.6 95.2 48" 108" 43.3 75.6 113.3 27.8 40.0 55.6 PRODUCT 54" 66.0 115.1 120.0 42.3 61.0 84.7 54" 38.5 67.2 100.7 24.7 35.6 49.4 MULLION Z �' a 6fl" 59.4 103.6 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4 GLAZING GLAZING g 0EETIL #1 , 68" 54.0 94.2 120.0 34.6 49.9 69.3 66" 31.5 54.9 82.4 20.2 29.1 40.4 `v PRODUCT PROWCT cV 49.5 120.0 31.7 45.7 63.5 72" 28.9 50.4 75.6 - 26.7 37.0 m GLAZING OWING TYPICAL PRODUCT PRODUCT ANCHORS ALL LOADS ARE EXT.(+)DINT.(-). � � m TYPICAL NOTE: Wt W2 I MULLION SPAN ANCHORS > ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLIQN ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. E"n JAVAO AHIJAD (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W} = Wl 2 W2 FLA1111. 592 Appn�veti:;s complying ss�t etc C.A.N.3538 1�turi�iR t3tiitdl C C-1-1 ,t 13ele 4°��. $ � v s NOAf- - >a ANCHORS a z t� t ��,���'�: s ���� Browing no. y _ M14-0 1 14--01 sheet 4 -0-f-9-) CAL HORS ANCHORS 2 PER CLIP (1 ON EACH WIN SER ANGLE � a \ \ Z % \' N CONCRR\�-TE\ O z R I s u I , M L uc E t F � tv IL � � ® � 9 nil t l h N D __-----A t I,' I I I I FLOATING CLIP I I U 2 X 2 X 1/8- 0� 1 I I i SNUG FIT INSIDE MULL ALUM ANGLE 0 IL 4 1-3/4. O.C. MIN. I I 1-3/4-14 SMS It 1 #14 C. MIN. 1 1 4 PER CLIP 2 PER ANGLE Q z (J o MAm L go (wnw • • .• • tlT • rC`�70699•• ANCHORS TYPE `A2' �CIQ�k ��• • m � :Dur ..... T-- p0) • • ;i 0 01 • 6• • Q 6...:• .•• • Z Z •• •966•• TYPICAL ANCHORS TYPICAL ANCHORS � • • g ��'' i • • 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE •• J M. ••••• \' N \\+\\\ �R�TE\ ¢ Ww os: Cal�I R ` \ 1 OR t I U I I M AL ST C E `�t � - ALL CLIPS AND ANGLES TO FIT SNUG INTO TUB£ MULLIONS. T TCLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 9 , ¢ I 1 I I I I WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR A +ter I WATER-WHITE METHACRYLATE LACQUER. 9 D I U II L a Ni---_- .._._._.._._.__.- I.1 L II , I I I i FLOATING CLIP - } f I SNUG FIT INSIDE MULL Lt I ALUM2ANGLEB I I 1 #14 SMSI t #14 SMS I L 1--3/4- O.C. MIN. 1--3/4. O.C. MIN. 4 PER CLIP 2 PER ANGLE m ( v v o z ._ +o Engr.JAVAD MMAD CIVIL Approved as complying wish the FLA PE 70592 M Pkuida Btrilcti:� Cci C.AN.. 53S ' Flute $ 3 ► 2- NOAH TYPICAL _ tbfi ad i'r C �� � •��k��4J r `$ drawing no. Y t , M14--01 sheet 5 of 9 4wU c � a ap TYPICAL ANCHORS TYPICAL ANCHORS O z 8 PER CUP (3 ON EACH YANG) 3 PER ANGLE \ \\ RNE L S Ui31;UI I I M AL 5T U TU E ► I 1 '- � I I I I � � �` s11 f I IT I li 0 ap k._ _______ _ ---------cst I I �p OftN, � � I T FLOATING CLIP II tl /2X X 1/8" 1 i SNUG FIT INSIDE MULL Ij LI ALUM ANGLE Z 01 #14 SMSi j X14 SMS 1-3/4" O.C. MIN. 1 1 1-3/4" O.C. MIN, t I ' a g$ 6 PER CUP 3 PER ANGLE a a mo0 Z s,••• • . : P9 '. TYPICAL ANCHORS: tr1)•,�t•• •se••; ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE ••••: ' • m 066 T1 j4" DIA. ULTRACONS BY 'ELCO' CONCRETE 1-3/4" 2-1/2;••• • rn 66908 •:••' • 2" t y (FU=177 KSI, Fy=155 KSI) • • • �} uNts ••••• TYPICAL ANCHORS TYPE Afi 1/4 DTA. SELF DRILLING SCREWS METAL 1/8" 3/4"•••• • :D •• (GRADE 5 CRS) ; • ; z ? ire o� CONCRETE f'c = 3000 PSI MIN. : •'. o o- M ••••: METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. so • Q W g 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE H©( OR FLAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACQUER. t: 0 y d to � G r� a �r Engr. JAVAD AHMADCIVIL w FLA. PE70592 V3 Ag�pye$sas�lt�i9�+D C.A.N. 3536. I'1a I&Sedld I ti Date 14 Ll ?Aff. ad l3 s _, ' drawing no. !lKA it'. ` '` 4 M 14--01 " P�•_�_...._._ ._ _, _�_..:�,� � '� (sheet 6 of $ 4�ou TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE \ \ \ \ d \\' �ko� OR1 U �U I I W ST U 3 L---------- I 1 !I I I I i FLOATING CLIP I} I l Z X 2 X 1/8" I 1 I SNUG FIT INSIDE MULLU U ALUM ANGLE v Q #14 SMS i I /14 SMS I p� 1--3/4" O.C. MIN. 1 1 1-3/4" O.C. MIN. 1 I C 4 PER CLIP 2 PER ANGLE C z O �... 'B2' TYPICAL ANCHORS: J2- 0 �+ . : •; ANCHORS TYPE B2 ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDG • `� Vi•r.,•• .. •��•; 1/4" OLk ULTRACONS BY 'ELCO' MASONRY 1-3J4" 2-1/ m �IF „ , ''” 0000••; (Fu=177 KSI, Fy=155 KSI) WOOD 1-1/2" 1- • • FR 00000 0.000 t- �0 w • • 0 �M N 0000 0000 0000 9. . t1 090.9 WOOD = 28Y WOOD SUCKS OR WOOD STRUCTURE S.G. = 0.55 MUT0000 Z Z • in •0 MASONRY = C--BO HOLLOYi/FILLED BLOCK fm 2000 PSI MIN. ; • , _ • 00000 TYPICAL ANCHORS TYPICAL ANCHORS • 0 •'�§ L ISY OR 28Y WOOD BUCKS NOT BY ECO WINDOW • • • 00000 4 PER CLIP (2 ON EACH WING) 2 PER ANGLE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER •• • Q . •'0. 63 • \ ��flu \ \ \ THEM TO BU1LDiNG STRUCTURE. W gALL 6L&KOR ANCHORS MAY BE HEX OR FLAT HEAD.0 �U 1 I W pS7 E HJL v L-------------�II I FLOATING CLIP -SNUG FIT INSIDE MULL /2X !ALUMANGLEN 1 i I I °? #14 SMS I 1 #14 SMS I I 1-3J4" Q.C. MIN. 1-3/4. O.C. MIN. 4 PER CUP 2 PER ANGLE �} .n 6 •� C Z_ g : r i� Engr. JAYAD AHMAD dML Approved m complft 1�� *0 �CAN U8 92 � M Florida MOM 3/8" MW. 2 7/8- a t)ate,•„. m0 ANCHORS TYPE B4a "o^ '. TYP. TYPICAL I,�l' t , ('antro ` RAtT.2 3 2014 • drawing no. M14-01 sheet 7 of :901 6 a y TYPICAL ANCHORS TYPICAL ANCHORS Q z 4 PER CLIP (2 ON EACH YANG} 2 PER ANGLE \ \\ F ` \\ I OR LL�D\BL\OEKK g D I { Yl D __-\\ t I t W O STFE I�I f t I r i r v Q 04 ?L--------------------- j L V0 Q I I FLOATING CLIP It II 2 X 2 X 1/8- Im I I SNUG FIT INSIDE MULL LJ U ALUM ANGLLEE 114 SMS j ! X14 SMS I j „r • 1-3/4" O.C. AIN. I i 1--3/4" O.C. MIN. I 8 PER CUP 3 PER ANGLE �cj{ w � JU o J IV) f Z •••• o� d • • 0 �•••• 00 ••••• •• _1 0 • TYPICAL ANCHORS: id 5•. • .� ,���• ANCHOR TYPES SUBSTRATE IMIN. EMBED. MIN. EDGE DI6i •• s �' 1/4- DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/2- •• •• m :N-m �'••: (FU=177 KSI, Fy=155 KSI) WOOD 1-1/2" 1" •• • cliff •••+ r TYPICAL ANCHORS TYPE `B4b' " " g �' �' ••••• WOOD = 28Y WOOD BUCKS OR MOOD STRUCTURE S.G. = 0.55 Mlii{.••.•. Z • MASONRY = C-90 HOLLOV//FILLED BLOCK fm - 2000 PSI MIN. , •••.• IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW • • • 0 „� .•••: MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 4 W g ' THEM TO BUILDING STRUCTURE. bu ANCHORS MAY BE HEX OR FLAT HEAD. c 10 0 N m t � O � N L Loc Engr: JAVAD MMQa, 1t n FLA. PE 70592 6 Approved as co*ylq u*h tike C.A.N. 538 � M i'Inrida Btrit' N040 t3 �afC '� i• � W '9 v r A Mi +l drawing no. fi 20 4 M 14-01 ;•. sheet 8 of 0 014 SIAS d ► SEE CHART FOR QUANTITIES TUBE MULLION Z N g o z ------ ------- '� 3 o � ------- — -- — ANCHOR NO. OF 4 A CHART SCREWS 14 FH SMSTYPE A2 TYPE A4 3 !• 2/ SIDE I I TYPE A6 4 1/8- THICK ALUM CHANNEL I ; Oj LENGTH TO FIT SNUG INTO MULLIONI TUBE MULLION C d 4 1 1 0 O TUBES MAY BE NOTCHED Z AS SHOWN TO ALLOW INSTALLATION QF CUP ANGLE 1 CAULK JOINT AFTER ASSEMBLY 1 I Q W 2214 FH SMS I 1 1-1 . O.C. MIN. I I ACCESS HOLE SEE CHART I FOR QUANTITIES I I U o 1 — — U) ---- --- ------ -------- Z • o� 9 • r� • •••�•• •�•• .y. ••••• W lil t'- En •••• r I -- —� � -- —� I I •••••• �' �y�t�, ami •i••• THIS SCREW CMN BE I I 1 •••••• •Kw) rn ••• • INSTALLED IN EITHER 1 I 014 FH SMS I I I I •••••• -jJ% • DIRECTION I 2 PER CUP I I I i • i Z Z 3•L� Doe** I I I O.C. MIN. I I 1 I I I I 1 I • • � �� r> ••••i I I I a f I I •• • • J � � • --' a Ld o� 1--3/4- X 2- X 1/8- (FOR 2BY TUBE) V 3/4- X 2- X I/8- FOR (1 BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL i 1 0 METAL TO METAL CONNECTION m #14 SMS SUBSTRATE Ed. = MIN. EDGE DIST.IMIN. CL TO CL SPACING e ALUMINUM 5/8- 1/2- a o N .� 0 � 0 a Engr. JAYAD AHMAD a, a C3 CML FIA. of 70592 M l�jlll WA w eomplykP i1'Il11*qCAN. ss 06fld 6 s Ante w M W010 MI t e re�'tlsil ►• w. .. .. drawing no. M14-01 MAY .: ��1� sheet 9 of 9