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WS-18-1472 { t - m.. _ _ :._ _._.._. rrr.rr.rti�r� _ .._ �.aa.. ipu -yr q:.. �Y i a t I A L v � r _ i � ' �� ' 1� �� 1 I ��,�,? a a is { i � 1 f' f E 4 � J �, E t i R G t i E 4 � ti 1 �cc f , � { � � � � � ' 4 P 6 i f Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax: (305)756-8972 f Inspection Number: INSP-305390 Permit Number: WS-5-18-1472 Scheduled Inspection Dater June 12,2018 Permit Type: Windows/Shutters Inspector. Riveron,Alexis Inspection Type: Final Owner: , Work Classification: WindowlDoor.Replacement I Job Address:1521 NEI 05 Street 1-1 Miami Shores,FL Phone Number (305)771-2423 i Parcel Number 1122300530450 Project: <NONE> Contractor: NEW LOOK WINDOWS AND DOORS,INC Phone:(305)720.8927 P Building Department Comments 3 DOOR AND 11 WINDOWS REPLACEMENT to ctia asses Comments INSPECTOR COMMENTS False � I P Inspector Comments Passed f Failed P I Correction Needed I Re-Inspection Fee No Additional Inspections can be scheduled until reinspection fee is paid P P June 11,2018 for Inspections please call:(305)782-4;949 Page 16 of 30 i ) l Permit NO. W$-5-18-1472 9 �swO1 s L,� Miami Shores VillagePermit Type:W)ndOWslShuttiem } } 10050 N.E.2nd Avenue NE r r�I NON � ork Classification:window/Door Replacem G Miami Shores,FL 33138-0000P e' Permit Status.APPROVED , `FN Phone: (305)795-2204 LORIDp' ( issue jD .6/612618Expiration: 12/03/2018 l � Project Address Parcel Number Applicant 1521 NE 105 Stredt Number: 1-1 1122300530490 Miami Shores, FL Block: Lot: 1015 NE 105 ST CORP { 101 Ll ? wrier Information Address Phone Cell 1 1015 NE 105 ST CORP 1390 BRICKELL Avenue (305)771-2423 i [. MIAMI FL 33131- ,Contractor(s) Phone Cell Phone Valuation: $ 17,584.00 ,NEW LOOK WINDOWS AND DOORS, 1 (305)720-8927 .,.,..,..�, w_x.. _._ ,.,.. w.. _,...._.,.. ., Total Sq Feet: 0 Type of Work:3 DOOR AND 11 WINDOWS REPLACEMENT Available Inspections: No of Openings: 14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building F i a t Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 Invoice# WS-5-18-67740 DBPR Fee $3.60 -DCA Fee $2.40 05/30/2018 Credit Card $50.00 $244.80 Education Surcharge $3.60 06/06/2018 Credit Card $244.80 $0.00 i Notary Fee $5.00 Permit Fee $240.00 Scanning Fee $15.00 } Technology Fee $14.40 Total:b $294.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I that all the foregoing information is accurate and that all work will be done in compliance with"all applicable laws regulating construction and zoni rmore, I authorize the above-named contractor to do the work stated. June 06, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date a Building Department.Copy June 06, 2018 E 1 a I J 1 4 I , 1 -v, i I harbour. c -- ..... as condominiums 1830 .E:10511 8ti"t LV.'l res,i7 r 33138+MAO,4034178 1 i ' 5/31/2018 Village of Miami Shores Building Department � I 1 10050 NE 2 Avenue ' Miami Shores Village, FL 33138 I Attn:Village of Miami Shores Building Department, I { We authorize the owner of 1521 NE 105th Street Miami Shores, FL 33138 to have approve the cleaning and change of pavers in the same location as the existing ones with proper permitting by Miami Shores Village. 1 Sincerely, 1 Kacey Sc ock, President For the Association. 1 a p } Miami Shores Village E S\ Building Department MAr Eo 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Q Q QJg Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 C7 664117FBC 20 n BUILDING �D�`� l. s � S � . y1 2 i V Master Permit No. 1 PERMIT APPLICATION Sub Permit No. I ► ®BUILDING ELECTRIC ROOFING ❑ REVISION EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:' Y5 Z 1 N I D S S 7 I)N 1 7 City: Miami Shores County: Miami Dade zip: V 1 Folio/Parcel#JJ'2 Z 2�O - OS 3- b 4 40 Is the Building Historically Designated:Yes NO f 2n Occupancy Type: Load: Construction Type: f&D lct- Flood Zone: BFE: FFE: ( OWNER:Name(Fee Simple Titleholder): QN 1015 w( 105 .5T eOTp Phone#: 345- 771'I Z 4 Z3 Address: 13 !D 01-14K611 `fN-v IJ 104 t 'City: State: T=) zip: 33131 Tenant/Lessee Name: Phone#: i Email: i_ 4 CONTRACTOR:Company Name: N UJ 'k loot- W i 4)�CW S G..✓Z A4, Phone#: 365-7t6—(91'7) f 'Address: J)Awl SW 1 TCYr' City: State: 1 Zip: 331 77 �z4 692 v�� n. s- 7 I Qualifier Name: 1�' Pe�✓G�- Phone#: L.2/la State Certification or Registration#: `.�C C � 1311513ertificate of Competency#: DESIGNER:Architect/Engineer: cp"O0K Cofp Phone#: ,SOS -_W4 Z6 4 BJto Address: 1360 SVivSaT sVl-r6 ZZO City: f-/, A•-) State: r— a3 173 t Value of Work for this Permit:$ f 5;$ 0 0 O Square/Linear Footage of Work: Type of Work: ❑ Addition El Alteration, El New ^1 ❑ Repair/Replace ElDemolition Description of Wii I.Q:1Kb'�! �Jl'.)! JV Vis, G'ou d 360•i/S T ,Specify color of color thru tile: Submittal Fee$ Jv' Permit Fee$ CCF$ CO/Cc$f*\J ScanningFee$ Radon Fee$ DBA i 4 $ Notary$ Y; i Technology Fee$ Training/Education Fee$ Double Fee-$. Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) i i i T 7 q t Bonding Company's Name(if applicable) ' Bonding Company's Address , City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City I 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. ! ,' 'A I I, "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING-TWICE FOR IMPROVEMENTS TOYOUR PROPERTY: IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR-LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding'$2500, the applicant must promise in good.faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abs a of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature a OWWR or AGENT CONTRACTOR a The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged,before a this . p�1—day of , T I 20 ,by1 clay'of \G r �20� by who is personally known for Gc� �t �� TI Ii rsr nalally known to r me or who has produced as me or who has produced - identification and who did take an oath. identification and who did take an oath. NOTAR6BL NOTARY PUB CE F g _ Sign �'r MAHARAI K.GONZALEZ Sin: *# .' , MY COMMISSION#GG 044602 Print: U Print: JM - ''Z:q lF BondNITNN Notary Public Underwriter Seal: ,,,,,,,, Seal: - -- 0eN�Pa0Iss/ '.GFS ✓ O a GOO A$P� {ED4� Plans Examiner Zoning *&T;l Structural Review Clerk (Revised02/24/2014) I I .5/24/2018 Property Search Application-Miami-Dade County V. PROP"ERTY APPRAISER Summary Report Generated On:5/24/2018 Property Information b Folio: 11-2230-053-0490 1521 NE 105 ST UNIT: 1-1 y ~• m» M Property Address: Miami Shores, FL 33138-2114 Owner 1015 NE,105 ST.CORP`-` Mailing Address 1390 BRICKELL AVE#104 .x MIAMI,FL 33131 USA erg—�rtii�' 4900 MULTI-FAMILY- a $+- __ ,, -"7 PA Primary Zone y. , CONDOMINUM ""`' ' Primary Land Use 0407 RESIDENTIAL-TOTAL VALUE t '" CONDOMINIUM-RESIDENTIAL Beds/Baths/Half 2/2/1 r Floors 0 Living Units 0 '� . a ' �' • Actual Area Sq.Ft Living Area 1,507 Sq.Ft Adjusted Area 1,507 Sq.Ft Taxable Value Information Lot Size 0 Sq.Ft 2017 2016 2015 Year Built 1970 County Assessment Information Exemption Value $0 $0 $0 Year 2017- 2016 2015 Taxable Value $152,771 $138,883 $126,258 School Board Land Value $0 $0 $0 Building Value $0 $0 $0 Exemption Value $0 $0 $0 Taxable Value $216,931 $193,688 $154,950 XF Value $0 $0 $0 City Market Value $216,931 $193,688 $154,950 Exemption Value $0 $0 $0 Assessed Value $152,771 $138,883 $126,258 Taxable Value $1521771 $138,883 $126,258 Be"nefits Information Regional Exemption Value $0 $0 $0 Benefit Type 2017 2016 2015 Taxable Valu 1 $152,771 + $138,883 $126,258 Non-Homestead Cap Assessment Reduction $64,160 $54,805 $28,692 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales Information Board,City,Regional). Previous OR Book- Sale Price PaQualification Description Short Legal Description Page HARBOUR CLUB VILLAS CONDO 09/05/2017 $258,000 30687-4951 Qual by exam of deed TOWNHOUSE 1-1 03/13/2013, $158,000 28534-2149 Qual by exam of deed UNDIV 1/79TH INT IN COMMON 02/15/2012 $100 28001-0262 Corrective,tax or QCD;min consideration ELEMENTS CLERKS FILES 69R143006 06/21/2011 $130,000 27764-0036 1 Qual by exam of deed &70R100201 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp I Version: P , r rr 1 I I . 15/24/2018 Detail by Entity Name i r Detail by Entity Name Florida Profit Corporation f_1 615.NE-105 ST,'CORP �;� 1 , Filing Information f Document Number P15000015174 FEI/EIN Number 47-3170281 l Date Filed 02/16/2015 State FL Status ACTIVE -Principal Address l 1390 BRICKELL AVE, SUITE 104 MIAMI, FL 33131 Mailing Address F 1390 BRICKELL AVE, SUITE 104 MIAMI, FL 33131 I Registered Agent Name&Address MLP FINANCIAL GROUP, INC. 4005 NW 114TH AVE SUITE 5 1 DORAL, FL 33178 I i Officer/Director Detail _ Q Name &Address t } Title PDS l IMAS'MARTIN-� 1390 BRICKELL AVE, SUITE 104 MIAMI, FL 33131 Annual Reports Report Year Filed Date 2016 04/29/2016 2017 01/09/2017 2018 01/11/2018 1 Document Images r C?t 1?2i7"Fs�-AN�'1JAL f2_E_f'C}R i View image in PDF format — .................._........................................................ ...... .._...: _2017--ANNUL REPORT View image in PDF format x ........................................................................................... ............: I 04/25#/2016--ANNUAL REPi.RT View image in PDF.fonrat_.................. .. ...................i 02/16/2015--Domestic Profit View image in PDF format _..._._....._._. _........._._.........._......... _._................._.. { k t i 1 I i ] hftp://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetai I?i nqui rytype=EntityName&directionType=Initial&searchN am eOrder=1015N E105ST%20... 2/2 t t i . t � I NORFS Miami Shores Village Building Department H 10050 N.E.2nd Avenue Miami Shores, Florida 33138 y" 'e Tel: (305) 795.2204 ORIUA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit,holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: + E Upon obtaining window and/or door permit's for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, r t etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product f Approval (NOA). Acknowled ment: E r, t Qualifier/Owner Signature Date Print Name , A I f ' E � + t r i i S. Miami Shores Village i lose, Building Department 10050 N.E.2nd Avenue �l OR Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two(2)copies of drawing of the building,showing location of the windows,doors and _ shutters to be replaces. ❑ Two(2)copies of the Comparison Chart,with all the required information.(NOA approval number,size of each opening,(width and height),opening design pressures,and design pressures for each component taken from the individual NOA,"Notice of Acceptance") ❑ Two(2)copies of State of Florida or Miami Dade County approved NOA for each different components being installed.(Windows,Doors,Mullions,Fixed Glass,shutter) o ❑ Florida Building Code-Existing Building,section 706.4 Replacement of windows and doors.The replacement of garage doors,exterior doors,skylight,operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida c. Building Code, Building. i Exceptions: i 2. Opening protection exception for High-Velocity Hurricane Zones.For one-and two-family dwellings constructed under codes prior to September 1, 1994,the replacement of exterior doors with glazing,sliding glass doors,glass patio doors,skylights,and operable and inoperable windows within any 12-month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the l t aggregate area of the glazed openings in the dwelling or dwelling itriit. ❑ Every bedroom shall have at least 1 egress opening.The minimum opening size:(20"wide x 24"high) ❑ If Owner is doing the work,include the Owner Builder Disclosure. ❑ Require inspections:Buck(if greater'than 1 x),Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND R SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL.GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 I l i 4 harbour. clubwvi 1,1as P condominlu s homTi 3Twrre, 33 Ian•ph"O 893'01r9 November 14, 2017 Village of Miami Shores Building Department 10050 NE 2 Ave. Miami Shores Village, FL 33138 Att:Village Miami Shores Building Department, We authorize the owner of 1521 NE 105TH Street Miami Shores,FL 33138 to have windows and doors renovations with proper permitting by Miami Shores Village. 4 � 1 Sincerely, t f Kocey$chock Preside of Harbo r Club villas r p " RICK SCOTT,GOVERNOR JONATHAN ZACHEM,SECRETARY Florida 2 Y pr �3 s. 01 + A: :A $STATE OF` FLORIDA e DEPARTMENT OFa BUSINESS,AN'DcPROFESS10NAL-REGULATION -CONSTRUCTI�ON�INDUSTRY LICENSING BOARD . r x THE GLASS AND GLAzING.CONnTRACTOR;,HEREIN IS CERTIFIED`UNDER THE, °- PROVISIONS OF,-CHAP„TER4489;,FLORID STATUTES PE -GE . �� r F NEWLOOKWtND�WSAND'D;OORS `INC X11+904 SV11°181 jTERR 'F;L 33T177` ,.F LICENSE�NUMBER#SCC131151563 ' t +. is T ► EXPIRATIONrQ%TE AUGUST 31, 2018 f 1 4 Always verify licenses online at.MyFloridaticense.com �; 4' Do not alter this document in any form. 'G This is `dour license r • y . It is unlawful for�anyone other than the licensee to:use this document. t C ' Date CERTIFICATE OF LIABILITY INSURANCE 5/24/2018 Producer: Plymouth Insurance Agency This Certificate is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727) 938-5562 Insurers Affording Coverage NAIC# Insured: South East Personnel Leasing, Inc. & Subsidiaries Insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages 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. Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration Limits LTR INSRD Type of Insurance Policy Number Date Date (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Damage to rented premises(EA Claims Made ❑ Occur occurrence) Med Exp Personal Adv Injury General aggregate limit applies per: Policy 1:1 Project 11LOC General Aggregate Products-Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit (EA Accident) Any Auto All Owned Autos Bodily Injury I Scheduled Autos (Per Person) Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage Per Accident) i EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2018 01/01/2019 x I WC Stat.- OTH- Employers'Liability tory Limits ER t Any proprietor/partner/executive officer/member E.L.Each Accident 1 $1,000,000 excluded? NO E.L.Disease-Ea Employee $1,000,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits $1,000,000 Other Lion Insurance Company is A.M.Best Company rated A(Excellent). AMB# 12616 Descriptions of Operations/LocationsNehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 91-69-160 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company": New Look Windows and Doors,Inc Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:FL. Coverage does not apply to statutory employee(S)or independent contractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ISSUE 05-24-18(BP) IBeqin Date:9/15/2016 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Should any of the above described policies be cancelled before the expiration date thereof,the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to BUILDING DEPARTMENT do so shall impose no obligation or liability of any kind upon the insurer,its agents or representatives. 10050 NE 2ND AVENUE _ MIAMI SHORES, FL 33138 f f NEWL0-1 OP ID:VEVA FACORC�" DATE(MM/DDNYYY) CERTIFICATE OF LIABILITY INSURANCE 05/24/2018- 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(ies) 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 Jorge Pena, PIAM CPIA Allsafe Insurance Group dba NAME: FAX ASI Florida .305-262-5244 AC PHONE No):786-388-7244 7171 Coral Way#209 nooRESS:'orge@asiflorida.net Miami,FL 33155 Jorge Pena,PIAM CPIA INSURERS AFFORDING COVERAGE NAIC# INSURER A:Western World Insurance Com an 13196 INSURED New Look Windows&Doors,Inc. INSURER B: Miguel Perez 11904 SW 181 Terrace INSURER C: Miami,FL 33177 INSURER D: INSURER E: 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 DDL UBR POLICY NUMBER MOLICY EFF MMLICY EXP LIMITS LTR A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE T OCCUR NPP8193961 02/14/2018 02/14/2019 DAMAGE TO RENTED 1 00,00 PREMISES Ea occurrence $ MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 X POLICY F PRO JECT 0 LOC PRODUCTS-COMP/OPAGG $ 1,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED' SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident HIRED AUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? El N/A II (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ I 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) ! Service and repair of Doors and Windows - LICENSE #SCC131151563 1 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd AV AUTHORIZED REPRESENTATIVE Miami Shores fl 33138 @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD t , Local Business Tax Receipt -Miami—Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY LB 6552625 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES NEW LOOK WINDOWS& RENEWAL SEPTEMBER 30, 2018 DOORS INC 6823208 Must be displayed at place of business OPERATING IN DADE COUNTY Pursuant to County Code MIAMI, FL 33999 Chapter 8A—Art.9&t0 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED NEW LOOK WINDOWS&DOORS INC 220 'TANGIBLE PERSONAL BY TAX COLLECTOR PROP DLR 193,75 03/15/2018 Employee(s) 1 CREDITCARD-18-034326 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec Ba-276. MIAMED O For more information,visit www.miamidade.gov/taxcollector z V N Ch2 O1 V DS AK 1 A A Ch2 design n 06 N 4' 3'-0 07 08 Architecture __.._ Interiors I 3-0d' I Construction E �+ L w.w.aae.� 6 1 I 2'-5' 2-2' $ 1500 SW 1ST. AVENUE SR SU 1 TE #505, M IAM I F L O R I D TEL. 305 771 2423 p LICENSE #AA 2e001702 W01-Horizontal Roller W03-Horizontal Roller W04-Horizontal Roller W05-Horizontal Roller W06-Horizontal Roller W07- W08- Aluminum and Glass Aluminum and Glass Aluminum and Glass Aluminum and Glass Aluminum and Glass Aluminum and Glass Aluminum and Glass i t WINDOW SCHEDULE s SIZE [� QTY MARK WIDTH HEIGHT TYPE MATERIAL GLASS REMARKS N.OA WATER i� f O 73 3/4'X 38' EXTERIOR ALUM.W/GLASS TYR HORIZONTAL ROLLER 17-1102 23 YES 4 O 76 3/4"X 25 3/4' EXTERIOR ALUM.W/GLASS TYR HORIZONTAL ROLLER 17_1102.23 YES _ O p 00 e z O 36 3/4"X 26' EXTERIOR ALUM.W/GLASS TYP. HORIZONTAL ROLLER 17-1102.23 YES 01 DOZ D03 ~ M V rn m m O /� co t O 36 3/4'X 37 3/4" EXTERIOR ALUM.W/GLASS TYR HORIZONTAL ROLLERYES E V J a 17-1102.23 bo d; LL [€ t O 73 3/4"X 50' EXTERIOR ALUM.W/GLASS TYR HORIZONTAL ROLLER 17-0411.06 YES N L0 s t O 29'X49' EXTERIOR ALUM.W/GLASS TYP. TOMBSTONE 17-0615.01 YES 3'-0" 3'-0" T-' LOL O O [K _ t O 26'X49' EXTERIOR ALUM.W/GLASS -P. TOMBSTONE 17-0615.01 YES - �� -E w 111 N Z - - METAL DOOR - METAL DOOR D03-Sliding Door W 8 DOOR SCHEDULE Aluminum and Glass z p QTY MARK WIDTH HEIGHT TYPE THICK MATERIAL FRAME CORE REMARKS N.OA 1/N t D7 36" 80" EXTERIOR 13/4' ALUM. SC. FL4334-R6 L , _ r t 02 36" -80' EXTERIOR 13/4* ALUM. SC.- FL4334-R6 t D3 941/2' 79" EXTERIOR 13/4' ALUM. 18-0129.13 - T_'r GLAZING LARGER THAN 9 SQ FT MUST BE CATEGORY 11 SAFETY.GLASS MANUFACTURER READY FOR INSPECTION TO BE KEPT ON SITE FBC CHAPTER 24 SECTION 2406 •'� > •••• j, • • SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT OR PIN NOT REMOVABLE OR OPERABLE FROM THE EXTERIOR,AT THE JAMB,HEAD,SILL OR •q••••• MEETING MULLIONS. - ••• • ••• •• THESE DOORS SHALL BE CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN A LOCKED POSITION. V'..- ya.' - • • • • HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NOW REMOVABLE PINS. tiY�Q'Y ,�.. ••• •REVISIONS•• • BY ••••- JAMBS OF ALL EXTERIOR OFFSET TYPE IN-SWING DOORS SHALL BE RABBETED OR OF SIMILAR FABRICATION TO MAINTAIN THE INTEGRITY OF LOCKS AND LATCHES. _ r q#.',` _ VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40'OF THE INSIDE LOCKING ACTIVATING DEVICE SHALL COMPLY WITH ANSI 297.1 EXTERIOR SWINGING DOORS_IF ••• •• • - • _ WOOD SHALL BE 1-3/4'THICK SOLID CORE.N.F.PA 101 1994 21-2.4.3=EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILD CAN OPE_N THE DOOR FROM INSIDE THE CLOSET. ••••• 21.2.4.4-EVERY BATH DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM OUTSIDE DURING AN EMERGENCY WHEN LOCK. •• ' • • • • • • ROUGH OPENINGS TO 8E VERIFIED BY PROVIDER •• • • •• •�•••• 6 • • ••• •• • •• •y••• • • EMERGENCY •••10 • •.•. •�.•••• ••• •• PROPOSED REQUIRED BY FLORIDA BUILDING CODE E y r_F A R OOQ CORPORATION A TION • • • MARK WIDTH HEIGHT ESCAPE WIDTH HEIGHT ESCAPE j�j� /YiC V l..l.,i� 1131 iJl\ • • • • • •••• AREA AREA �t1i�ji;�FT[�I!SS EsEEPd REVIEWED � • GABRIELfCHAVARRIA,IIA � •••• D3 MASTER BEDROOM 94 112' 79' Wl.,- 20' 24• �sq FLORIDA LIC+#�R 9,AIAVE?vFT LOCATION OF •BEDROOM 2 73 3/4' 38' 20' 24' •• • ".XTER;OI?G1 ZING PRODUCTS EGRESS TYPE WINDOW NOTES: WINDOW SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS A PROVIDE A CLEAR OPENING OF NOT LESS THAN 20"IN WIDTH, :2.s�,:] E TO ZONE Q&S, 24'IN HEIGHT AND 5.7 SQ.FT.IN AREA THE BOTTOM OF THE WINDOW OPENING SHALL NOT BE MORE THAN 44'OFF THE FLOOR.NO PART OF THE OPERATING MECHANISM SHALL BE HIGHER THAN 54'OFF THE FLOOR. DATE INTRUSION 8L BURGLARY SECURITY NOTE: ALi INFT3„V—ETI€)dPROFlII3EDD �v:fir M�4'✓ � : ALL EXTERIOR DOORS SHALL BE PROVIDED WITH CYLINDRICAL TYPE LOCK SETS,LATCH BOLT BY KNOB;LATCH BOLT DEADLOCKED WHEN DOOR CLOSED.KEY OPERATED FROM OUTSIDE WITH PRIVACY TURN BOTTOM FOR LOCKING OUTER KNOB WHICH IS NOT AUTOMATICALLY PERMIT (l VY RELEASED.CAPABLE OF RESISTING A FORCE OF 300 LBS.IN ANY MOVABLE DIRECTION.MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH �'g DEAD BOLT KEY OPERATED FROM OUTSIDE AND BY TURN KNOB FROM INSIDE OTHER EXTERIOR DOORS TO BE PROVIDED WITH INTERIOR 77 SINGLE DEAD BOLT.ALL TO BE 1'MIN.THRUST AND OF HARDENED OR CONTAIN INSERTS.AT DOUBLE DOORS SECOND DOOR SHALL BE P JOB: 1745-SUzuid PROVIDED WITH HAND BOLT TOP AND BOTTOM.DOORS TO BE MOUNTED ON 1 12'PAIR OF HINGES WITH NON-EXPOSED SCREWS AND NON- - Miami S h O r e S V I_.g REMOVABLE PINS BY SET SCREW IN BARREL MAIN ENTRANCE DOORS TO HAVE DOOR SCOPE PERMITTING INSIDE VIEWER A 180 DEGREE OBSERVATION ANGLE OF OUTSIDE WHEN DOOR CLOSED.HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON-REMOVABLE PINS _ D A�-E DATE: January 2018 GLASS IN EXTERIOR OUT DOORS AND ALL GLAZING WITHIN 48'OF INSIDE LOCKING DEVICE OF DOOR SHALL COMPLY WITH A.N.S.I.297.1. INTERIOR DOORS TO HAVE CYLINDRICAL TYPE LOCK SETS WITH PRIVACY LOCK BY INSIDE PUSH BOTTOM WHICH AUTOMATICALLY OPENS BY APPROVED BY c TURN OR BY CLOSING.EXTERIOR SLIDING DOORS SHALL BE PROVIDED WITH TEMPERED GLASS AS SET FORTH BY AMERICAN NATIONAL STANDARDS,INSTITUTE'S STANDARD 297.SLIDING GLASS DOOR CONSTRUCTED AND INSTALLED SO THA NO PANEL CAN BE LIFTED FROM THE TRACK WHEN IN-LOCK POSITION.ACCORDING TO ALUM.ASSOC.STANDARD FOR FORCE-ENTRY RESISTANCE AAMA 1303.3.ADDITIONAL TO THE T MANUR LOCK PROVIDE DEAD BOLTS AT MEETING MULLIONS.ALL WINDOWS,AWNING,SINGLE HUNG OR HORIZONTAL SLIDING SHALL BE ZONING DEP I PROVIDED WITH A LOCKING DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 LBS.APPLIED IN ANY OPERABLE DIRECTION,ORAS SPECIFIED ITHEY N E REMOVED FROM THE OORCE IUTSIDE.OVERHEAD LOADING DOORSHALLNG TYPE 49 389 F.WINDOW FRAMES SHALL BBE PROVIDED WITH MUE CONSTRUCTED SO LTITIP E POINT�LOCKS OD OR R EDLOC D AT MORE THAN ONE POINT WITH HARDENED BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN.5/8'. - BLDG DEPTA-3 SUBJECT TO COMPLIANCE WI H ALL FEDERAL g STATE AND COUNTY RULES AND REGULATIONS of SHEETS y. 14 / w I� 4,r 4 2V-5- I N I I I 1 1 1,4-1 1 1. 1 Ch2 �j ew W�v- :KI ring Ch2 design n Replace loNet Architecture �' elocaii n - Interiors Doc'R ace R Replace Construction a ® Doo ppWO 31'-0• 10LMNG ROOMDINING ROOM leoo sw 1ST. AVENUE� UITE Y803, MIAMIF L O R I D A 3 33J�j' TEL. 305 771 21x3LICENSE NAA 26001702 Wind�, New T➢eJ New T16all tiPORCH Replace Replace Window Window N 0 a D a = _ o e `gw>Y+ r f i d` a �3F t a-0 1r-0 N t5 r rs O WIC b N Replace E LL Window New Wood) LL. '''F^^� d WO �Fbodng L Y J O E New Woad O L r 5 —New Repace O (n W !Y' _ BEDROOM 2 window P'_ •� r§a MASTER BEDROOM s.a• a•-ti• •r to Z ace N ®y$[ Wi el 1 � � >o S New Woad r - J 9 w New ood � 7 J ew Tile Floodn Z Ej 9 C 9 Replace Repi ce Toflet Pt � do P Fbo 9 e and poor s me IoceL r' ti S r wal r� Re ce ve Tub D03 n -------------- O aucet Shower Replace N P . .................. . ................................... .................................................. . .......... Replace eplace Replace W window 13'-0• ® ® ® Window ® Window 8 . . ... .............. . . . S 3........... ... ...................................................... .................. G-1 3'i 3'-0' 7 t .':.'.STUCCO'.'.'.'.i'.':.': :.'.':.:..'r:.'r:.'r.':rrc.".'r.:.•.r:...•rr.'.'r.`:r.'.:','.".':'.:':r..:•r. r..:' .•..'..'... ... ..:....:..: ..... :...:..'..'..:. ...:'. .... ..... .... .... ....... .... ....... •• . . ..... . .. . ....... . :.. .. . • • a 7 • • q • V NSA BY d ...................................................................................... ................................................................... ••• •PiE ISIO •• • ••••• 0 ® • •• •• s • ... ................ .. ................ .. ...STUCCO .. _ •••ra • .... . .......... . ... . ........ ..... . . ...... . . . ........ . 9 ••• •s • •• •••• • • • • • • T . • '� ,//mo�i -yi J L� 2,J AL-F<4RrJt�Q 1,-F.PC3 � . ti ''mss THIS S1, • • v • Ia•••+ , .y.+•a a ;.x • GABRIEL FiHAVARRIA,ALA •s••• TO VERIFY LOCATION OF •• :LORIDA LSC,,# :R94361 • EXTERIOR GLAZING PRODUCTS • • • Nx,"RESPECT TO ZONE 4&5. 8 5/ID /Ii 6 BY: MI DATE:_-- � *ALL INFORN'IATION PROVIDED BY CLIENT li t; JOB: 1745-Suzuld r ` DATE: January 2018 � 4 o I Z 'r A-2 R — - — OF SHEETS l ' harbour. -vi I-las condarf1InIu s ' 1��?1. .1Ct+CArat'1rklAacts�, 31��*f°F�±1.44tiTQ. . November 14, 2017 Village of Miami Shores Building Department 10050 NE 2 Ave. Miami Shores Village, FL 33138 Att:Village Miami Shores Building Department, We authorize the owner of 1521 NE 105TH Street Miami Shores,FL 33138 to have windows and doors renovations with proper permitting by Miami Shores Village. Sincerely, •• • • ••• • .... ...... .... .... . .. ..... . .. .. .... ...... Kcrcey Schack • Preside Of NdCbO f Club Villas 0 0 •••••• 1 ALmFAROOQ CORPORATION . CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: NEW LOOK WINDOWS AND DOORS Date: May 10,2018 Project Name: 1521 NE 105TH ST Engineered By:MI Project Desc.: 1521 NE 105TH ST UNIT 1-1 Checked By: MIAMI SHORES FL 33138 AFC Number: 18-0905 Building Height(ft.) :20 Design Criteria: i, Florida Building Code 2010 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: -Any deviations from conditions shown on calculations or drawings shall be engineered separately. -Al-Farooq Corporation will not provide a letter of compliance/inspection report unless called during installation. -Engineering drawings are checked for structural requirements only. . . .... ...... Additional Notes: • . .. . ...... .... .. -N/A • .... . .. ..... .. .. .... ...... Disclaimer: - This document is not valid without the embossed seal of an engineer • employed by Al-Farooq Corporation. -No portion of this document may be used or reproduced in any manner. - Unless authorized by signing professional Javad Ahmad,P.E. FL#10592 EB C.A.N.,#3538 9360 Sunset Drive,Suite 220 J Miami,FL 33173 1 T:305.264.8100 F:305.262.6978 www.afceng.com I alfarooa(@afceng.com NEW LOOK 1521 NE 105TH ST Wind Speed(mph) 175 Mean Roof Height(h](ft) 20.00 WINDOWS AND DOORS UNIT 1-1 Importance Factor 1.00 Height Above Gnd.Level[z](ft) 20.00 Exposure Category Horizontal Dimen.of Bldg. (ft) 102.00 MIAMI SHORES, FL 33138 P 9 rY D Roo Risk Category 2 f Slope(deg.) < 10 Type of Building With Impact Protection Coefficient Kh 1.08 Coefficient Kzt 1.00 Coefficient Kz 1.08 Coefficient Kd 0.85 Velocity Pressure Evaluated @z(qz](Ib/ft^2) 71.97 Velocity Pressure Evaluated @h(qh](Ib/ft^2) 71.97 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(lb/ft^2) Mark Comp Type W(in) H(in) S(in) A ft-2 Z4+ Z5+ Z4- Z5- Pos Neg Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 0.90 0.90 -0.99 -1.26 0.18 -0.18 46.6 -50.5 46.6 -62.2 Z5 4 •• ••• •• • • • •• J(ti ASCE 710 WIND LOADS ON egMPONFN' ./a Alb CWQ(►VQ:jAL-FAROOQ CORPORATION, 1235 S.W.87th AVE,MIAMI FL.33174: TEL:305 264-8100 Engineers Seal �8��rs� ••. • • • me And Signature Design Date Design Reference Number • • • • ••• 5/14/2018 4:21:22 PM 18-0905 . .. . . . . .. .. 5/14/2018 CLIENT NAME: NEW LOOK WINDOWS AND DOORS PROJECT NAME: 1521 NE 105TH ST ' A L-FAROOQ PROJECTADDRESS: 1521 NE 105TH ST UNIT 1-1,MIAMI SHORES,FL 33138 -� TOTAL GLAZING AREA 233.43 SOFT CORPORATION AFC#: 18-0905 • • • r T361�1 -r „.� LM:f.'.: _ ,,1-."' i;'36 '.::80?" ,. tt-_�.X`a 70.0•.. "170.0 '^�'P01/D62:2:. a�...pKKDI 4334.1 1' r 6 8OPAQUE I/S&O/S SINGLE DOORY 36 80 X 70.0 70.0 POl/DESIGN62.2 OK 4334.1 1 6'6"OPAQUE I/S&O/5 SINGLE DOOR T LM.I. 1 • �.,.y, - ,'y- ._ 1 "- OX 75.0 75.0' POS/GLASS 46 6 62.2OK SERIES HR-710"ALUM HOR ROLLING WINDOW LM.I. 2 73 3/4 50 17 0411.06 1 LM.I. 1 29 29 49 O75.0 75.0 P03/GLASS 46 6 62.2 OK 17-0615.01 1 SERIES350AWMFIXEDWINDOW 49 r p 750' ., «"750 t P03/GLASS_ d'46.6 " OKSERIES350ALUMFIXEDWINDOWM.L "- "`26` "'26 17-0615.01 -11 - - OX C 70.0 '. 80.0* ',-PO2/GLASS 46.65`' ' y 62.2 -'' OK>,. 7,W1 17-1102.23" Y -•'SERIES"ECO-GUARD 700"ALUM HOR ROLLING WINDOW ', LM.L: '+2 � r .73.3/4 '*. 367/8': F"L . 70.0 80.0 P02/GLASS 46.6 62.2 OK 36 3/4 18 3/8 37.75 OX ,Y ;l 46.6aW.A ' 62.2.: f ^OK• WS 17-1102.23 1 SERIES"ECO-GUARD 200"ALUMHORROLLINGWINDOW LM.I. 2 _ 26'X OXO' s •�970.0,`ti SO.Os. P02/GLASS,. W3 17-1102.23 4 SERIES"ECO-GUARD 200"ALUM HOR ROLLING WINDOW r'.LM.1. v 2 r"`36 3/4 sr 18 3/8'. .. - 62.2 OK . WINDOW L.M.I.. 2 763/4 383/8 25.75 OX 'S - 46.6 t�..7.. 622 OK W4 �17-1102.23- -2'- SERIES''ECO-GUARD 200"ALUM HOR ROLLING R LM.I. 2•.r.- _ 941/2• •`47 1/4 79 r OX d •70 0 4 80.0 OS80-0 /GLASS - Javad Ahmad,P.E. FL#7059 D3 18-0129.13 1 SERIES 700 ALUM SLIDING GLASS DOO 2 E.B.CAN#3538 NOTES: •• ••• • • • • • •• i t . • • • • • • • •• • • ,. r ••• • • • • • ••• • • • •• •• • • • •• •• 9360 Sunset Drive,Suite 220 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afceng.com alfarooq@afceng.com Florida Building Code Online 0-1 P� ` . FLORIDA ! • i If ! Fbdda DeparMntOf BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Busines PDQ fessi I Product Approval Regulation USER: Public User Product Aooroval Mena>Product or Aoollcatlon Search >Aoolication List>Application Detail �EMERGENCY 4=R6_> 4' MANAGEMENT ca_ fon ype x , Affr atfon�ah P OFFICE OF b SECRETARYCO e t rSFO Ap c tign Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies •ss• • • • • Compliance Method Certification Mark or Listin • • • •••• •••••• • • • • •••••• •• • •••••• • Certification Agency National Accreditation &Manag4h dh?Afttitute, • • • Validated By National Accreditation &ManagVAL1ht TVtitute,:0. •• • • •••• • •• ••••• s•s••• • • •• •• •••• s••••• •••s•• • • • • • • ••yeas •••••• Referenced Standard and Year(of Standard) Standar • • • TAS 201 s••• i • 994 :s•••i • :,:¢ • TAS 202 • TAS 203 1994 Equivalence of Product Standards Certified By jaI affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are In compliance with the http://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQSgxj%2b37K6SM%3d[2/17/2012 1:43:07 PM] Florida Building Code Online new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes ®No ()N/A Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval Date Approved 02/13/2012 e, o me escnp • 433'411,1V tier " +Fiber+gl$ss Side Fiinged Door Uf�its ` 6 8 Opaque I/S"and'O(S,Single Dogrr' �•r� '"r` Z'�. cI A"; !`-_` n t ImPact;Rated yy,wrl�r r a rk L imIts`.of Use .�� r � `' Z,rr Ce(tiTicatlon� geny'CeIFlcate c � { a �cw.- -- •+ti ,� .,- y� , , F� 4 R6"C C�+C NI005930'bt n' ',�s F - Approved for use m HYtiL� Yes �A ro�iia for'use�oti#sitle HVHZ Yes k� Q5alityrAss4ranceiContr*&-ftp �rat�o Date �,< .+ 4 . 4 •i rlripactRes stant Yes 04/30/2015gy}' cEitans f A r , c Instailation.Ins ru ' Design P ensure ?7 OJ 70 0 r , Other. Eva[u ted for use,Lnrlocatidns adhe[ing to"ttie Flondai Fi4334! II L0120 odf ;r , S BuiJdi'g=Code ir)cllldlrjg the High Vgloc�tX+�lur�Icar�eAZone and'. �Te�ified By�N tional': ccreditation &Management Institute; w�iereipressure";{eqp merits as'det`erminecf•bV, ASCE'7 Mmirpumo- Created b"yjIr�dependent`fhir�sPar�y +.. ., esign,Load �drtBm dings and Other Structuyesj does not eXceed� Eval tion;Reportis +r he _jesign pressures ILsteB 3 u,x`6 8rmsx nominal size FI 4334 R6'AE 504A'odf� r lu�rL"cane prot¢ctLde system is NOT required, Spee anchor details Created by Ineptir dent Third Party Wr_'Ma FL0120=05 fdr additional.jnformatioii x r 4334.2 Fiberglass Side-,hinged Door Units 8',-0"Opaque I/S and O/S Single Door' Impact Rated _ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAG NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date M t Impact Resistant:Yes 04/30/2015- y Design Pressure: +70.0/-70.0 Installation Instructions ' Other: Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0121.odf m Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute, where pressure'requleements as determined by.ASCE 7; Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures,does not exceed Evaluation Reports the design pressures listed. 3'-0"x 8'-0".max nominal size. A 4394 R6 AE 503A.odf Hurricaneprotective system is NOT required. See anchor detail Created by Independent Third Party: Yes DWG-MA-FLo121-05 for"additional Information. 4334.3 Fiberglass Side-hinged Door Units 8' 0"Opaque O/S Door w/or w/o Sidelites Impact Rated ••'• Limits of Use Certification Agency Certificate •••• •••••• FL 4334 R6 C CAC NI0t 3M,_0 .PDF • Approved for use in HVHZ:Yes i�r •• • Approved for use outside HVHZ:Yes Quality Assurance Contract Expirattoe T)afe • • PP 04/30/2015 •••••• •• • •••••• Impact Resistant:Yes • Pressure: +55.0/-50.5 Installation Instructions— Design •• • • • •••••• Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0121,12 ••• •. • • • Building Code including the High Velocity Hurricane Zone, and Verified By: National Aecredi atODn&Management Institute,•• where pressure requirements as determined by ASCE 7, Minimum Created by Independent*'Rirc?Party:o • • Design Loads for Buildings and Other Structures,does not exceed Evaluation Reports •••••• • •• ••••• the design pressures listed. 12'-0"x 8'-0"max nominal size. FL4334 R6 AE 501A.otl�•••• •• ••• •••••• Hurricane protective system is NOT required. See anchor detail Created by Indepenclerjtj�i.rd Party: Yes • •• DWG-MA-FLO121-05 for additional Information. • • • 4334.4 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S Door W/or W/o SldeliI es•••• • • Impact Rated • • • Limits of Use Certification Agency CeRlIficate •••••• • • Approved for use to HVHZ:Yes FI R6 CAG NI005930.02.PDF •• • Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0121.odf Building Code Including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute, where pressure requirements as determined by ASCE 7, Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures,does not exceed Evaluation Reports the design pressures listed. 12'-0"x 8'-0"max nominal size. FL4334 R6 AE 501A.ndf Hurricane protective system is NOT required. See anchor detail Created by Independent Third Party:Yes DWG-MA-FL0121-05 for additional Information. 4334.5 lFiberglass Side-hinged Door Units- 6'-8"Opaque O/S Door w/or w/o Sidelites Impact Rated http://www.floridabuilding.org/pr/pr_app_ d.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQSgxj%2b37K6SM%3d[2/17/2012 1:43:07 PM] Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAr NI005930 01.PDF Approved for use outside HVHZ:Yes , Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure: +55.0/-50.5 Installation instructions Other: Evaluated for use in locations adhering to the Florida Fl 4334 R6 II FL0120.Ddf Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute, where pressure requirements as determined by ASCE 7,Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures,does not exceed Evaluation Reports the design pressures listed. 12'-0"x 6'-8" max nominal size. FL4334 R6 AE 502A.odf Hurricane protective system is NOT required. See anchor detail Created by Independent Third Party:Yes DWG-MA-FLO120-05 for additional Information. 4334.6 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FI 4134 R6 C CAC NI005930-0122E Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FI 4334"R6 II FL0120.Ddf Building Code including the,High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute, where pressure requirements as determined by ASCE 7,Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures,does not exceed Evaluation Reports the'design pressures listed. 12'-0"x 6'-8" max nominal size. 'FL4334 R6 AE 502A.Ddf Hurricane protective system is NOT required. See anchor detail Created by Independent Third Party:Yes DWG-MA-FLO120-05 for additional information. 4334.7 Fiberglass Side-hinged Door Units- 8'-0"Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C GoG NI005930 04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure: +50.0/-50.0 installation Instructions Other: Evaluated for use in locations adhering to the Florida FI 4334 R6 II FL0123.Ddf x Building Code including the High Velocity Hurricane Zone,and Verified By: National Accreditation &Management Institute, where pressure requirements as determined by ASCE 7,Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures,does not exceed Evaluation Reports the design pressures listed. 12'-0"x 8'-0" max nominal size. FL4334 R6 AE 501A.Ddf Gt " Hurricane protective system is NOT required. See anchor detail Created by Independent Third Party: Yes DWG-MA-FLO123-05 for additional information. c 4334.8 Fiberglass Side-hinged Door Units- 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites t L � Impact Rated Limits of Use FL4334 Certification Ager►cy CertQf1nane pnF r� Approved for use in HVHZ:Yes r ° _ roved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date APP . ) Impact Resistant:Yes 04/30latio Design Pressure: +60.0/-60.0 Installation Instructions 7� - Other:Evaluated for use in locations adhering to the Florida FL 4334 R6 II FL0122.Ddf Building Code Including the High Velocity Hurricane Zone,and Verified By: National Accreditation &Management Institute, 4y" where pressure requirements as determined by ASCE 7,Minimum Created by Independent Third Party: Design Loads for Buildings and Other Structures, does not exceed Evacuation Reports the design pressures listed. 12'-0"x 6'-8" max nominal size. FL R6 AE 502A.Ddf 00004334 t P F Hurricane protective system is NOT required. See anchor detail Created by Independer;Third.Party: Y2§0 0 0 0• •••••• DWG MA FL0122-05 for additional information. • • •••••• •• • •••••• CM •••••• • • • • • •••• • •• ••••• • • •••••• • •• ••••• Contac+_Us:: 1940 No h Monroe Street Tallahas ee FL 32299 Phonet 550.487-1824 •••• ••••••• ••• •• The State of Florida Is an WEED employer.Copyright 2007-2010 State of Florida.:: Privacy Statement iblllty StateAent::RefundRefund State�t Under Florida law,e-mail addresses are public records.If you do not want your e-mail address releas in reponse to*ImA terecords request,ao not send electronic mail to this entity.Instead,contact the oftice by phone or by traditional mail.If you pave4pnyquestionS regarding DBPR'9 ADA wer accessibility, please contact our Web Master at webmas erCDrihnnskie.fl.us. •• • • • Product Approval Accepts: •• • WINeCheck secu it mL-rmc2 Y•rlSilon� - • Trast•d , vEre�rrr. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQSgxj%2b37K6SM%3d(2/17/2012 1:43:07 PM] CL: CC) 149'MAX. OVERALL FRAME WIDTH p `- 20.5" MAX 36.375" MAX. 37.5" MAX. D.L.O. FRAME WIDTH FHURR�ICANE BELLEVILLE FIBERGLASS DOOR UNIT �EASTRAM cc L J OUBLE DOOR WITH/WITHOUT SIDELITES cn 30 a� 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ZO CD 1- THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM +t; DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. eo 3 DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 12 90 0 x 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF z ^-! A HURRICANE PROTECTIVE DEVICE (SHUTTERS). coo 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. N 4. PLASTICS TESTING OF FIBERGLASS FACING: _ g J TEST DESCRIPTION DESIGNATION RESULT SELF IGNRION TEMP ASTM 01929 752'F > 650'F -,`Oo RATE OF BURNING ASTM D635 0.56 IN MIN (C-1) - a SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH* ASTM D638 3.2% DIFF I-j p • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT W/SIDELITES �&n�n ��n�n 33333 Addel�un�NAW m In v)a in rn RevfewedBY U Date Jogw� L)o �.,... 13 13 13 13 1313 1313 1313 yN ¢6Z _ 13 13.11 13 13 13 13 w�wx0, ' i 00• •00 00: 00 00 ozW�� •my � � � 0 oc w r ;' ► 00 00 00 gyp ••: 0 00 00 N� LD ^�d • sW(`LE DOOR UNff awrl F DOOR UNIT W/SIDELRES DOUBLE DOOR UNIT WISIDEM ' 1NGI E R�UN1FDOI IBI F DOOR LIJR ••• •�INGL DOLR tlNlt w o v m x Z ,...- - tyJjH SIDELIfE WITH SIDELTTE RE"10.1 E t FlLTRA7A ION RER 1S`. "! DAM 2 11 05 • 000 •• ••• • • :DESMN PRESSTIBE-RATING ! TABLE OF CONTENTS • • • • OUTSWING INSWING -OUTSWiNG' -OUTSWING• ./ SCAlBN.T.S. N G _ L-4 N. • • • �-` Xf � "� `. '�' . +,, :0* 0. �',+70.0 -70.0 +19.0 -19 0 :+0. * +70 0 0.0 r>,rr:.By; $W$ SHEET DESCRIPTION • • i(X +50.5 -50.5 +55.0 -50.5 +19.0 -19 O + .0 -40.0 +55.0 GYt 1 TYPICAL ELEVATIONS & GENERAL NOTIS • • a( or XO• • 7 +50.5 -50.5 +55.0 -50.5 +19.0 -190 +40.0 -40.0 +5 .0 -50.5 KURT BALTHAZORDPAWM 2 ANC OR OCATIONS & DETAIL OXO 112.5 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 .+40.0 -40.0 +55.0 -50.5 FLORIDA P.E. Ho 3 ANCHORING LOCATIONS & DETAILS OXXO 149 +50. -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 156533 DWG-NA-FLO120-05 • Hlgh Dom Threshold Design sHctt 1 or 3 ••• • • • • ••• • • CC W kl 6" SEE DETAIL 3. 6" + er J "E" 3. 3 3' 3 3" nt� re Lt y� �= ��. Lo V n a a SEE DETAIL f k- -" W a N D t to y,t�s • t SEE DETAIL A _ w w 4 otW tt Lt _ 6" 6"1� , i� • moa II I � II IL 3" 3" 3" 3" 311 3} 6 SEE DETAIL 6" j 7'µ t` y`' t3ir vii 3 t3i�to m #B x 2 11-2.7,1 � f� •er. ; _ ASTRAGAL RETAINER BOLT HOLE a�ow:'� chi c En > r � MUST BE DRILLED THROUGH Ln a Z o CC THE THRESHOLD & INTO THE c w z 10�x y2 c o iig� STRUCTURE DEEP ENOUGH o z w DETAIL "E" ASTRAGAL FOR A 1.375" THROW a=c0 ATTACH ASTRAGAL RETAINER BOLT DETAIL `F" ASTRAGAL x 1" STRIKEAPLATE TO S SHOWN. FRAME o 0 v1fA•�.Bl� s' 1 •1` nrtrtENm �R°Eoaior�i } W "tt a "_!! O•�t?s2 {•; • r• a a 0.000 SAFLEX•roc •.. e 1 r ' 11�� f Y'�k, tt • • Jr '• •• • p ro(ggsy 0 724 MlNEALED Oi24'�itEAiP� •r •4• •: Y tRf@mllmNo-'. x+rr 4 Awu19UM10A,mPAP 05 • 000 •• •s• • • SCM£: N.T.S. • • • 1• • • • - fi N832d�'y.i f�'� ^".^'7"♦r•'l^�F-�•' • 1• • • 'DOW 832x. OR�EOUAL ,�r,qc., DW(L W. SWS 0R ED 0.862•{qtr *'s• •. • 1.75cm W. 1{7.047 uu . ry ° a W�-�.�.J �' ; �... • •Q.ZL1fJ''-� {E)IIEBl4B•' ,-_. r>r "3F r2P DRAwiNO ND: 1.375" k 7Yp1(AI diOZItr DETAIL �' Dwc-�-FlD1zo-05 �.. HCH DAM INSWING THRESHOLD 'T W 0/S THRESHOLD ` '� &4m 3 orJ- • • • • • • • • • • ••• • • • ••• • • D c: Doo o 6. 6" Z c J SEE DETAIL 3" 3• 3' 3' O 'E' SHT. 2 3°J 3 6" I I I I I I I I I 1 3 O 7. +�+ Ln v o _ _ L 0 1A N Q Z0) • f7 Q W 0 Mn U < ... as SEE DETAIL _ 0 3 n "D" SHT. 2 — J 7 O Q (y � W SEE DETAIL rpt— W 'UN-61 W 9 'C" SHT. 2 v z n B o G H A a G _ — A 6' 6" c8 W ZS s" s I i t I I I I I I 1 � 0 rl 3• 3' 3"6 6• 3• N(n V) INN kib-dm SEE DETAIL CL 3' 6' 6" N�N N 13/7 vii m 'F' SHT. 2 v R 4wodW.. z zDO CL '-N 1J-- M2N. a -. G .10.25 a Ua x' ' A IS FOR Il J. CONDIi0NS PREPARED,' N "5M 1'J KWIKSET SERIES 400 GRADE.3�CYjINDRIC� LATCH'' �1,, N N �Q z o �C�17�dy1 DCSEQLEI), B: ROBE_i2T000tv1AS .°PE SERIES 980 "GRADE_'1 DEADLOCK�H4RDWARE 0"61= I S ED WW =�o N f0 FDA 625'14;) T. TH LOWEST�(LEAST),t s, 4 /2 ";CENTERLINE ' FRO'M ;H�DIFFERENT FASTENERS; ��* a= FSTJER ATi1G ,. '2. 4""X 4"' FULC"MORTISE BUTT HINGES BEING' b SIDERED�,FOR USES��JAMB HEAD; AND THRE5�Ff01`D FAST.ENERS1ANAGYZ6D-FOR THIS UNIT`INCL4UDE �ypICAL MASONRY rs A=PHYSICAL o o s�D, W00R�;SCREW .-ORW /9r�iTAPCONS H:'NC 0 N N o HIMjP1v�USBEPIpCED>1N;SFIIM �IiAC .ATEAF fi tK LOCATION T PCO�V EDG rDISfA CEf�I42 1f2:' �- a �• 1"X1/2' CORRUGATED tOX2' WOOD SCREW (2) AD SCR /2" WpOD-SCBE ,EDGE: DISTANCE M K"3 '1•a" .•' • • i • 3" FROM EACH END 6 FROM EACH END W EACH ENEDwS • > t' AND 7" OC AND 12' OC 1.50. f WOU--Z 2. THE WOOD SCREW SINGLE SHEAR�DESIGN VALtjES•COI�E'RRO1Gi MIN 0.25" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT —SMHIIIM AcLA� • 2 OF 1-1/2" MINIMUM EMBEDMEf1T. THE TAPCON MUST ACHIEVE CAULK a� 1 05 MINIMUM EMBEDMENT OF 1-i 4'•�: • ••; ••• .•. CL--� �— AICRRTYLIc N.7.S. EX — • oYm an SWS •9 C•REp fROPGRL%i0: CAULK CL • • • •• • • 3. WOOD BUCKS BY OTHERS M BE NCH TRANSFER LOADS TO STRUCTURE. • ••e ••: ••• on�wwc ra.: D BUCK 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. ATYPICAL NCHOR INSTALLATION ON MUL�ONIN(BO(BOXED) MULLIONATION IN(BO(BOXED) MULLIONATION (INTEGRAL) Dm- -Fwlso-os Srm 3 Of 3 • • e ••• • • • ••• • • MIAMI-RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11815 SW 26 S (78 Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)ww.m190 P e.go econo 99 NOTICE OF ACCEPTANCE (NOA) Www.m1am1dade.gov/economV PGT Industries,Inc. 1.070 Technology Drive North Venice,FL 34275 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 Veloci Hurricane Zone.- ON: one.ON:Serres"HR-710"Alqmirinm:Hp.izontaI�JtfiilIiDg Windom'—L�:lYI:Z. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I I-of 11,dated 02/28/06,with revision H dated 03/24/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. AIBSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and th rg has been no change in the applicable building code negatively affecting the performance of this%roduct.•••• ••.. TERMINATION of this NOA will occur after the expiration date or if there has teen a revag ioM than ge 0*0 in the materials, use, and/or manufacture of the product or process. Misuse of tbj,%V�QA as an encrorsemeAf of any product,for sales, advertising or any other purposes shall automatically tvai;iate thi„S.NOA. Fail;ra•• to comply with any section of this NOA shall be cause for termination and remolal"NOA.;' o. ,.. . ADVERTISEMENT: The NOA number preceded by the words Miami-=b*.Count1„.F1gida, aJ•• followed by the expiration date may be displayed in advertising literature. If any�ortion 61 the NOA ISO;• displayed,then it shall be done in its entirety. . • . . . . ...• INSPECTION: A copy of this entire NOA shall be provided to the user.by the marMidtl.Rer or,i.ts distributors and shall be available for inspection at the job site at the request of the$ui;ding Official. :0000: This NOA revises NOA#16-0714.13 and consists of this page 1 and evidence pages E-1,E-2aridt.-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No:I7-04,1X:06 MIAMteADE CMMTY Xpiration late. December 21,2021. N4�1_-Iuvil q3JEEMEW $1131 Z.t'7 Appro_vaFpfite Augu#131,2017 . Page 1 IL PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum.Horizontal Roller Window,Impact' sheets 1 through 11 of 11,dated 02/28/06,with revision H dated 03/24/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door,using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTIM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.13) 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 an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 .........•• 5) Cyclic Wind Pressure Loading per FBC, T.AS.203-94 •••• •••••• 6)Forced Entry Test,per FBC 2411.3.2.1,TAY202-94 •• :': . along with marked-up drawings and installation diagram of au.=alumin-qm ,••••, horizontal sliding window,prepared by Fenestration Testing Laboratory,xuc.,Test ;••••; Report No. FTL-4858, dated 03/08/06, signed and sealed by Etb ndo Largaespada,••;•• P.E. . . .. .. .... ...... (Submitted under NOA No.06-0405.06) ...... • . . . . ...... -a. orge M.Plasencia,P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS i. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014) and FSC-6th Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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. No. 16-1117.01 issued to Kuraray America,Inc. for their"Trosifol®Ultraclear, Clear, and Calor PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with BC-51h ERdition;(20_U).andl F'te- '+Edtitsn L01 ated 07/28/17, issued by manu ac rer,;szgcze, 40 isecied by r•;• .. . . ... 2. Statement letter of no financial interest, dated 03/31/17, ,eel by manAacture r, signed and sealed by A. Lynn Miller,P.E. 0000" 3. Proposal No. 16-1372B issued by the Product Control Section,-dated 11W0W;6, signe+.� by Manuel Perez, P.E. **:*0: " 00000 4. Proposal No. 16-0125 issued by the Product Control Section alted 03/09716, sigildd . by Ishaq Chanda,P.E. . . . . ...... (Submitted under previo us NOA No. 16-0714.13) ••• :0009: rge M.Plasencia,P.E. Pro, ct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-2 r PGT Industries,Inc. t NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Laboratory compliance letter for Test Report No. FTI.-5330, issued by Fenestration Testing Laboratory, Inc.,dated 07/18/07, signed and sealed by Carlos S.Rionda, P.E. (Submitted under NOA No. 07-0815.09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.13,issued to PGT industries for their Series "HR.-710"Aluminum Horizontal Rolling Window—L.M.I.,approved on 09/01/16 and expiring on 12/21/21. . . 0000 0000.. .. .. . . ... . 900••0 0000.. 0000 .. • ••99•• • •9 00000 00 00 0000 • •00.0• • • • • 9 • •0000• • • • •0.00• orge M.Plasencia,P.E. Puct Control Unit Supervisor 7 NOA No.17-0411.06 Expiration Date: December 21,2021 Approval Date: August 31,2017 E-3 GENERAL NOTES:SERIES HR-710 IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW I IMPACTRATING DESIGNPREssuRERAnNG LARGE&SMALLMISSILE I VARIES PER OPTIONS 1.G .. DIfPeTf IMPACT RESISTANT SEE SHEET B.5/16"LAMI CONSISTING OF(1)LITE OF 111r ANNEALED GLASS AND(1)LITE OF WHEAT STRENGTHENED GLASS WITH A.090'PVB INTERLAYER ! C.5118"LAMI CONSISTING OF(2)LITES OF 1B•HEAT STRENGTHENED GLASS WITH A.090"PVS INTERLAYER D.7/16'LAM[CONSISTING OF(2)UTES OF 3/18"ANNEALED GLASS WITH A.090-PVB INTERLAYER. E.7116'LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER F.7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090"PVH INTERLAYER PRODUCT REVISED G.13116'LAM11G:(1)LITE OF 118'OR 3/16'ANNEALED(MIN.)GLASS,5/18.OR 318'AIR SPACE AND 5/16•LAMI ea Building ng with the Florida CONSISTING OF(2)LTTES OF 118"ANNEALED GLASS WITH A.09T PVB INTERLAYER. NOA-ng Coodde 17-0411.08 NOA-No, H.13/18"LAMI IG:(1)LITE OF 118"OR 3118"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE Expiration Date 12/21/2021 OF 118"HEAT STRENGTHENED GLASS WITH A.09D PVB INTERLAYER 1.13/16"LAMI IG:(1)LITE OF 1/8'OR 3M6•ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5116'LAM! av CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER mi • suet co J.13/16'LAMI IG:(1)LITE OF WOR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 114"AIR SPACE AND 7/16'LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090-PVB INTERLAYER 31241r NEW LAYOUT,SHEET K 13/16'LAMI IG:(1)LITE OF 1/8'OR 3/16'ANNEALED(MIN.)GLASS,3116"OR 1/4"AIR SPACE AND 716'LAMI REORGANIZATION.UPDATED CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"PVB INTERLAYER ANCHOR OUANT TY PER FBC L 13116"LAMI IG:(1)LITE OF 118"OR 3116"ANNEALED(MIN.)GLASS,3116"OR 114"AIR SPACE AND 7116'LAMI 2o17.CHANGED ANCHOR TYPES CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-PVB INTERLAYER 2.CONFIGURATIONS:OLX XO,XOX . aI Y = 3.DESIGN PRESSURES:(SEE TABLES,SHEET 8) M A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. o B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. }ti wb p o ES C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 4.ANCHORAGE:THE 33 lt3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 3 LL o Z 5.SHUTTERS ARE NOT REQUIRED. z -� 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. U V RE 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL`.1330. F Z ELCO ULTRAON NOA'S ANSUAFBPA NDS FOR WOOD CONSTRUCTION c Z ar ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING ODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). j O 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTIR11=4 1)WHERE TY REMAIN UNCHANGED. TRATE S EmtlMLo CONDITIONS REQUIRE 8 N.arc Mln,'Edga1 YIn.0 C' edmento4 ANCHORAGE FROM MORE N O lnchor a 8ubefiate . ' �yy, AnehorType Member " 4 Olslance� Dls�snca�MetalTLtldine8e _ ) THAN ONE OF THE ANCHOR z ,� 2,Sten SMS(Or. Soul Pine(SG=0.55) 18" 7!B" 3/8" GROUPS ABOVE.CHOOSE THE A (min.of 3 Uveade beyond All 8083-T5 Aluminum 3/8" 9/16• 1/8• ANCHOR GROUP OF THE o = o metal substrate) A38 Steel or Gr,33 Steel Stud 318' 9/16, 0.045' 18 Ga) LOWEST LETTER FOR ALL g r; yr je .Jamb'w•`• ,HolkMBIoCK .SwtCM1 -1374':1 =6' +1-1(4""' SUBSEQUENT TABLES IN THIS o c!) _ APPROVAL NOA DRAWING MAP 14 EkollltraCon�rw " ;All:.' Concrete,(MIh,,*Z85 kei t 1"- 4"' #. +1314° cwt 9o"c :sa• -"' All Southem Pine SG-0.55) 8 E ® 9 Pi S =0 1" 1" 1318" 2)FLATHEAD ANCHORS MUST SHEET ``t1 -410 SS BE#12 TRIMRT HEAD. •Jamb •Hdlol+sBfc•k,pSiM O9D). 2-112 6" 1-114" GENERAL NOTES........... 1 �� Y LYN C 1/4"410 SS Ecco(keteFlex® . Ott,........' II a mi 3. 5 i • 2-112" 4' 1314' GLAZING DETAILS...._.»._2 `��-VGFJd •.•Y„�� ELEVATIONS...................3 • • • • • • • • • VERT.SECTIONS.............4 _* No.88705 TABLE 2: •• ••• •w • • • •• HORIZ.SECTIONS..._.....»4 _ /�.�. Material On.Fr Yin.Fu CODES/STANDARDS USED: CORNER DETAIL.............4 � ;L1f 8tael Scrota 82 kid 120 Nsl :2017 FLORIDA BUILDING CODE(FB%6TH EDITION O ' _ :2014 FLORIDA BUILDING CODE"0.5TH EDITION PARTS LIST.......................6 � v Elco UltieCon 0 155 ksi 177 :ASTM E1300,.0g EXTRUSIONS................ 6 i� ••• •• •s• • • '�� '•� �• •`2`� 41088EleoCmteRex0 17/.4[rat 189.1 • • • • "• • • •ANSI/AF&PANDS-2015 FOR'WOOD CONSTRUCTION .INSTALLATION................»7 iii 5� t� - 806345 Aluminum 10)(81 22 • • •• • • w • •ALUMINUM DESIGN MANUAL,ADM-2015 DESIGN PRESSURES.......8 • • • • • • •• : • ZSI$100-12 1lilltat 80113.78 Aluminum 25 ksi 30 _ •• • • • • • • • ANCHOR QUANTITY--9-11 I A36 Steal 38 kill 58 • • • ••• • :AtSC 360.10 A.LYNN MILLERee P.E. Gr.33 Steel 33 kill 45 list P.FJ 58705 3 F S 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 21•h;— kr ,150 a' Y`` Rd 21 50 HOT-MELT BUM xy SILICONE R f 3> + 1/2"NOM. STRUCTat i X112'NOM:, s+` 85 SILI3118'NOM ;GLASS'BITE ttn GLASS BITE STRUCTURAL 1k"NOM. POLYISOBUMENE WITH DESICCANT DESIC M. �. PRODUCT REVISED a S1 4 r { 8081 82 err{' 51 63,84,65 ExT.GLASS EXT.GLAas IdIng ing with the Florida e Building • � '�' IMIEILED OR HEAT ED GLASS 3hrANNEALED OR HEAT STRENGTHENED GLASS NOA-No. 17A411.06 »'Ogg,PVB IMT3iLAYER - -- A9V PVB INTERLAYER Exp1maon Data 12/21/2021 • r _�L11B ANNEALED OR HEAT SIRE. GLASS 711W NNEALED ATEDOR HEAT STRENGTHENED GLASS INT.GLASS •GLASS ey . 1gi":.0HB NOM1a��r vy r-, M Product Control (�MINATEl3GCASS 7/16"LAMINATED GLASS ' r r baa b O KODISPACE SUPER 4SG TPS SPACER-NXT +/17 EXTERIOR INTERIOR[� (ALL SECTIONS) ALUMINUM CO y = REINFORCEMENT POLYISO- DESICCANT FILL AREA j 3 A M"y 21 50 21 50 BUTYLENE 5118'NOM. r 5/16'NOM. SEAL O n Boa O o 85.88 85$8 BUM B 9 WCONE SEAL N 11r NOM. 1Jr NOM. 59 GLASS BITE 59 GLASS BITE DESICCANTFOAM STAINLESS$TE13 0 c r LU LU EXT.GLASS z I- EXT,GLASS U L' e (7 qe 52 52 k 4 qt 66,67,88,69,70,71 72,73,74,75,78, 12 z`* otLa 3115'ANNEALED OR HEAT STRENGTHENED GLASS O .-. 4-111 118'ANNEALED LA HEAT STRENGTHENED GLASS 090'PVB INTERLAYER lNT.GLASS INT.GLASS r Z� � LU .090"PVB URERLAYER 3A0'ANNEALED OR HEAT STRENGTHENED GLASS 1I8'ANNEALED OR HEAT STRENGTHENED GLASS 7110'LAMINATED LL SAWLAM ATED 3f10'OR1/4AIRSPACE DURASEAOD OXL EDGET"' 0ShWa OR RSnrANNEN�D OR TETHERED GLASS 1/8'OR 3MW ANNEALED OR TEMPERED GLASS SPACER SPACER 13M9•NOM 13116•NOW a•M ® J 13116"LAMI IG GLASS W/5/16'LAMI 13/18'LAMI IG GLASS WL 7116"LAMI z TABLE 3: a Part# Description Material � IX o 611 - 1 a = Z o 85 Kommarl 4SG TPS Spacer System See�� C.5118"LAMI-(1/8'HS,•09("PVB,118"HS) 86 Quanex Super Spacer nXT with Hot Melt Butyl Sheet for D.7/16'LAMI-(3/16'A,-OW PVB,311W A) 87 QUaWX Duraseai Spacer Materials _ E.7/18"LAM]-(3118'A,.090'PVB,3116"HS) 88 Cardhial)(L Edge Spacer I flu `"'° F.7A6"LAM[-(3116'HS,-09W PVB,3118"HS) G.13/16'LAMI IG-118"OR 3/18"A(MIN.),5116'OR 318'SPACE,5/16'LAM!-(118'A,.090"PVB,1/8'A) REF CE TEST REPORTS: 871 ,896 11 H.13/16'LAMI IG-1/8"OR 3/16'A(MIN.f.6/18•1 eR 3141" AiM1 SPACEf5/16W1-(10;A..090"PVB,.1/8"HS) ``��t��`(LYNN��10,�� I. 13/18"LAMI 10-1/8"OR 3118'A(Milo,5/18'01�3 1!J8• CP,SR6'OAW-(0/8'HS,.090"PVB,1/8"HS) S BF'': t J.13/16'LAMI IG-118'OR 3/18"A(MIN.)•3/18"Qii "SCC7 B" ('/1g6"A,.090"PVB,3116"A) = ' K.13/18'LAMI IG-118"OR 3/16'A(MIN.,A/16"OM 1/44,SQAO1E I (371 A,.090",3H 6"HS) _ No 58705 L 13/16"LAMI IG-1/8'OR 3116'A(MAV ,3/1A"OR 11449PACL;7M6•LANI.4306"HS,.090",3116'HS) ='D:/ !GSL •irz -Z FOR INSTALLATION IN THE HVHZ ABOVE 30 Ati pp;• -x FT,GLASS TYPES G-L S VL•/l• ••• •• •e• ••• .��s t� TEMPERED I.G.GLASS CAP.60711 TE D�iAND �'�iSy7CNAl��`i ANCHOR QUANTITY REMAIN UNtHANGIED. i•• •• • ••• i : rrr L t!t 1a L • • • • • • • A MILLIM LYNN MI PF. • • • • ••• • PF.J38705 "PVB"=KURARAY TROSIFOL•PVB INTERLAYER ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 2 27 273/8' 54Ism"MAX DLO FIXED OMAX.DLO MAX,DLO MAX.DLO VENT FIXED D D VENT � B PRODUCT REVISED j B B as.—plying with the Florid• B Building Cods MOA,No. 17-0411.06 Expiration Date 12/21/2021 By F714 Nllam ad Pro uet t:ontr t / X 0 X X 8!24/17:NO LIANCiE.9 THIS X _ — SHEET. i S 857/16'MAX WIDTH I.F.FRAME-- I O I� 110'MAX.WIDTH I.F.FRAME �-—86 7/16'MAX WIDTH FLANGE FRAME ti tai 111-MAX WIDTH FLANGE FRAME Z n DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) Z xo� AN NOTE: ~Z.. �� •..row SEE SHEEP 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. o 0 ` *7•;33 9/16 M AX t 33 9/1s MAX Z 8 w E x b; !1DLO FLYED�x iDLO VENT. , M s r d o t - SEALANT OR GASKET > i N 6NMAX . AT HEAD AND SILLFLAO !z 3 y F N W_ Z w a ,rJy,k•: 1 " i ALC' 15 = o ,CO < A bT MAXI 43 I.F.FRAME x L f + DLO,ALL JQ w LO ALLY v c r , v / VENTS 62" — FIXED` s •ru >a.o LITE * } .'y ` �' c} J I.F.FRAME k, r • • • • • • , • • •• ALL � ': u w� 1+ a•� • .• • •" :CONF.IG. , 1�. uGEly •.!� �� Ij '+ , z/',k._ , },.fid r.• 4 • .s• N0.58705 � Vis,;%3�` � a ��• �,, f�•••,� •• s . •iii 1 - � .: _ 13 FLANGE FRAME 73#AAbr WIDTH LF��£,�. • . VIEW D-D �NAlili�. a , iww •w • • • • •• '• • r .MAX WIDTH ELJINOEFRAItLs r' • . -.. . - (FRAME CORNER CONSTRUCTION) tiLYNN Nm1.Ef1,ME n'�``� +� Rt'��c ,�:• vh� �� 21�. • w,• ... - •••. • Ki DET A.-OX OR•Xt�}. perms i 11:0 41:11 . • • . • • • . • • • .. .. • . . .. .• ••• • • . ••• . . 22 INTERIOR 37 32 35 39 16 PRODUCTREVISED4• '+' "�>•' i ?.1 r' + 2 13 yin Ming vAth the Florida t EXT RIQR �� .INTERIOR NOMNo 17-0411.06 x` 21• MAX.VENT DLO Elplration oats 12121/2021 MAX.VENT DLO +— MAX FIXED DLO -�I By ml MAX WIDTH(FLANGE FRAME) Mian ro n 17 EXTERIOR 19 SECTION B-B sn+nr.rrocFUNCEsnus to _ (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) sweEr. • * 6" j` vii un rt. r P Ip ?1�1gR 17 ;35 32• V re Lu VEN sY � 'a r ' SY' &tom jt16'• Zeem m -� �� _ .t•.., ix•'a7.,""' t t l !Ey Z G ru i- v F o aw MAXsY j i ; i K Y 1 O C - ,. ' MAX FIXED•DLO MAX VENT;DLO0 A� v + MAX.WIDTH(1 F.FRAME) ® � ¢ toPem EXr SECTION A-A (Hf21ZONT4L SECTIO!'OXSFIUWN 1Ni7H INTtEGRAL(FIN'FRANIE) �# tL K z 0 o z f rg", 21 41 22 " 2 ,•, aw I 8 INTERIOR I a °+121 4 EXTERIOR INTERIOR l u l l►rr j� r .7 • • • • Cp ,�." s <. V r ter; • • • • - No.WM _ '+ f•• �•+ A UriXrERIO • • • •• INTERIOR10 *' )! 310 SECTIOxa: :. • :•: • ••: HEAD tiL,,4�VdlrE K• �� FLAN 'FRA ) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) aE•ssros i " ERTiCAL;SECTI ,N,;. ' i . .. .. . . . .. .. TABLE 4: DWG7€ DESCRIPMN MAIL PC&W IPIIbI DWCO DFSCRIPTION MATL PGT!€ 1 4102 A FLA 6063-T6 AL 612'137 66 LASS 13/16"LAMIIGl/8"A 3/8"AIRSPA S/1GLAMI 1/8"4 .O90PVB 1/8 A 6063 TS AL 612744 67 13!16"I.AM1IGll8"A 318"AIR SPA 5/16"IAMI 1/8"A.090 PVB ll8"HS 2 4025 SASH STOP STA ANTILiFP7&34� 68 13116"LAMIIG1/8"A 3/S"AIRSPA 5/16"LAMI 8" 090P ll8"ffi 3 #8X3/4PH.PANHPAD 6063-T5 � 69 13116,LAMIIG3/16"A VIVAIR SPAM 5116'LAM ll8"A,090P ll8°A 4 4053 SASHSfOPCOV13t AM ST 6063_T6AL 64136 70 13/16"LAMIIG3/16"A 5/16 AIR SPA 5/ib"LAMI ll8"A .090PVB,ll8"HS 6 4136 FIANGEFRAMBSQL 6063-T6 AL 64137 71 13/16"LAMIIG3/16 A 5/16"AIR SPA 5/16'LAMI LS' 490 ll8" PRODUCT REVISED 7 4137 $IILADAPTOR 72 13/16"LAMIIGI/8"A 1/4"AIRSPACE,7116"LAMI I6"A.090 P 3/16"A a•comWving with the Florida 8 4131 Rou.ERTRACR 6063-T6 AL 64I31 73 " I3/16.IAMIIGI/8"A ll4"AiRSPA 7/16"LAMI /16"A.090 3/16"ffi HQ NOBuiTA-No,Lade 17-0411.06 10 71298 WEEPHOIECOV!?!t POLYPROP. 71298 74 13/16"LAMN VS"A ll4"AIRSPA 7/16"Ia4MI J16"HS.090PVB 3/16° OPFNCHLFOAMPAD 7PADi626 expimtlonData 12121Y1021 12 1626 ADI 75 13/16'LAMI IG3/16"4 . 3/16"AIR SPA 7/16'LAMI /16°A.090PVB 3/16"4 13 4002 A FTANC$IFRAMEJAMB 6063-T6 AL 617225 76 13/16"LAMIIG3/16'A 3/16°AIR SPA 7116"LAMI /16 4.090 3/16 d j • rout on ro 74134W/S 14 4134 GASKEfFORMAINFRAMESHLJOIITI' 78 77 " 13(16"LAMIIG3/16"4 3/16'AIItSPA 7/16"IAMI 16"HS,.090 90 1014 SCREEN FRAME R&VER 3105 H34 AL 15 I1S5 #S X 2000 UAD PN.SMS 6063 TS AL 641100 POLYPROP. x17.� tl o 16 4110 G SCREENADAPTOR 91 1630 cC mwrORNIItREYW/RINGS sulcoitE 6063RD TEAL 640544 92 1631 S(REENOORNFRSEYW/O1TfRINGS POLYPROP. 17 4054 B FI)MUEE11NORAIL 64066G 93 1073 SCREEN SPRING ST.ST. 19 4066 W STP I87 X 230 FIN SEAL FM PVC _ ';• Em 21 4105 SMtl.ASgTpp&BOTfOMRAII. 6063TSAL 612240 94 1624 SC1tffiYSPLIIQE-.735 DIA FOAMP� �o 22 1683 WSTP X270BA FIN SEAL 61683G 95 1635 SCREEN SPLINE-135 DIA HARD CLOTH � oar t 23 7683 ROI113RHOUSING&GUIDE 42112HD 96 SCREEN O 0 v� BRASSROIIPRWfIBE[S BRASS 7BRWHL2 } '—.Fig O i 24 226 00 s ti i 29 4128 HORW=ALROIIFRSASHTOPGUIDE POLYPROP. 44L28N 2.710 32 4006 D SASHMPEI'II°IGRAIL 6063HS TEAL 64006 0 0 W v 33 1235 WSTP 170X270BA FINSBAI- 675160 z DTXAST 71096 35 1096 SWEEP IATC H 7858- 36 858- LLI F W a tlua 36 1016 08 X.625 PH.FL SMS f 37 41M SAMMIZAIL 6063 TEAL 64126 2.824 z I w I 38 1683 WSIP X270BA FIN SEAL 61683G .082 39 70711 BUIB WFA CFIERRSSTRIP.187 X 275 �� 74078"C"LORR 40 < F AILCOVF.RCAP g a.•s 41 4139 IB.FRAMEHPAD3 T6� 64139 I.F.FRAME HEAD 42 4140 1 F.FRAME SI L 6063 T6 AL 64140 4� 8 O 6063-T6 AL 64141 #4139,806&T6 43 4141 LF.PRAMBIAMB Nam GLAZING DOW 791 S99 995 C>Yt CiE 7700 �n 0 51 1224 MNYLG3AZINGBEADBUIB ��' $ = co J 52 1225 VINYI,C3AZINGBPADBUIB 6TP248IC ~ r 53 4039 B aAZINGBEAD-S/i6 6063 TS AL 64039B 784 2 54 4044 B aAZINGBFAD-YIf W/CRHZK1T 6063-TS AL 644703 55 4222 A GLAZINGBEAD-7116" 6063 TS AL 64222 8.152 56 985 C C3AZIhCrBFA.D-7/16"W/CRILLKIT 6063-T5 AL. 6985 Jrrrr�� •• ••• •b06f TS AL • .64067 062 .�O�Y LYN/y 59 4067 QAZINGBFAD-13/16" • • • Lj?482 60 (SASS 5/16"LAMI U8"A.090PVB US"A • % r " ' ' ' ' "' I.F.FRAME JAMB 61 "LAMI Il8'A.090PVB Lr8• 43 _* rw.511M 5/16 62 Vie IAM& ll8• .090PVB 1/8" ••• •• • • #4141,6063-TB - I 63 7/16"LAM�16" 090 3/16'A 64 7/16"LAW090 3116' 2.710 r65 7116"LAM .090PVB 3116' • • %�S' ...... • • • 42 I.F.FRAME SILL ' oNALIE��` • • • • • • • •• • • #4140AMI LYUNLMFH • • •• • • • • a.• • • F. 58705 p@ 1 F • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.187 r� •`�"�� 3.-'l 52 r k �w.cuy.<a p52 PRODUCT REVISED I 1as eompl n with the Florida 0 W90 040 .738 NOTA Nmod4.17-0411.06 ExphaUon Date 12/21/2021 r 4 x r -2.71 NII•m a ro uo r o f`�`wt O FRAME SILL ADAPTER O SASH STOP COVER x 6 FLANGE=FRAME�S3lk4137.6os3TB sna*T►acaN�EgT"Is 1 FLA GEFRAME HEAD O #di'02A608378'" sHEE7. I•-2784 •062 � -� `'StA�i'n�� p a � p 062 1. 6��.7�� .062Q C4 49D 03� _ �-1.451-i 1.48ul �1,4 f�ah i' C, Z N SASH STOP FIXED MEETING RAIL 131 ,IFLANCE�FRA`ME`JAMS =uir Ra O Og HORIZ.ROLLER TRACK 17 #4054B,6063HD-T6 #4b02A;eo63 T6: r' F Z a , #4025.606375 #4131,6063-TS 222555 U. O � m � In J .062 050 ® 0 p z IM •� 1. 87 1. 9 ]183 .0 878 0 O: C o f 1.349-4 -4 1.061 O O SASH MTG.RAIL 37 SASH SIDE RAIL- 53 GLAZING BEAD,5/16" SASH TOP&BOTTOM RAIL #4008D,8083HS T8 ¢ 21 32 #4126,6063T5 #4039B,6063T5 #4105,6063T5 �%t477 1I7i'll' j LYNIv i •• • i�� • •• .678 .683 f 050 =tF: Na.3870b .050--•-�- .678 •• ••• 1.096 '—I'�—�I�� •• .050 5�F�� Y�"^�1.097 A: 2 GLAZING BEAD, 13/16" ^� k`�= O GLAZING BEAD,7116 F........ 2 154 GLAZING BEAD.5/16" • . {g GLAZIL4 BEAD 7/16" • 56 59 ' • • • #42224 6063= • • • ED W1 606375 #4067.6083 T5 ' NAL EN #4D446,6W3-T5 USED W/GRILL KR) i�� (USED W/GRILL • • • •• • • • • u till 11110** 1 F • • • • • • • •• • • A LYNN NM1ER P.E F • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Y `.. �� ^_ SEE ANCHORTABLE SHE 1 2x WOOD BUCK, E ANCHOR , t SEE ANCHOR NOTES: ABLE SHEET I t , TABLE,SHEET 1 NOTE 1 X3/8" 1.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS 3 HORWHOSE TOTAL THICKNESS IS LESS THAN 1 12". 1x WOOD BUCKS ARE OPTIONAL IF a ECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS y„�pj ?CTABLE' UNIT CAN BE INSTALLED DIR 7 1x W000 c �(�, DEPICTED AS Zx ARE 110 THICK OR GREATER.INSTALLATION TO THE SUBSTRATE BUC cx x l OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY }, NOTE 1 _ HAVING JURISDICTION. PRODUCT REVISED ea compj with the Florida sulld11�. NGA- o. 17-0411.06 k MAX J 2.FOR ATTACHMENT TO METAL:THE METAL STRUCTURAL MEMBER SHAH BE OF A NaA-No SHIM a; f s. SHIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN Exphatlon Date 12121/2021 IN THESE DETAILS FOR 2x WOOD BUCKS. ANCH )t` �w,`:j e s SEE AN OCHOR By 7At3LE,SHEET �y � F TABLE,SHEET 1 3.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO Nnam a Product of ro� � , �DETAIL A DETAIL B CONTACT WITH OTHER DISSIM FLORIDA BUILDING CODE. 3"ll-REILAR MATERIALS SHALL MEET THE REQUIREMENTS OF VISEDNOTESTO �� y •� COMPLY VMM NEW I l:AlG a E HEAD SECTIONS” 4.0.131'DIA.MIN.X 21/2"NAIL AT CORNERS AND 5"O.C.TYPICAL DETAILS G.H 8 I. �,ulOHpRAM AODED NOTE 4. 114" MAX. 13/8' 1�4 MAX SHIM SEE ANGHOf;' INTERIOR —►{ 2 32 SHIM MIN. ,;y I , + TABLE',SHEET,1 N 4 (JAMB DETAILS E F&I) 2-1/2"MIN.EMBEDMENT c O EXTERIOR a+a y0 or c O� ; co N J '/2 W SEE ANCHOR. SEE ANCHOR EXTERIOR INTERIOR Z �• T%BLE'SHEET'1 TABLE,SHEET 1 (HEA &SILL DETAILS A.B,C,Q, B H) U ri o• Om mum SEE ANCHOR � "• Q S �A1�CH06� �Zv �� Om TABLE.SHEET 1 LE SHFx7 9 0 �"O —1 v �i X K SEE NOTE d 5!8"MIN.EDGE O Z" 6 W LL ticWOODB0 ..,TE 1" 2x WOOD BUCK NOTE 1 �[ co DETAIL E DIEtTAIL�F Wks &W MIN. ® a TYPICAL FLANGE F '.ME JAMI�'SECTIQNS EDGE o o ; DETAIL H (HEAD) Li Uj .,• b SEE ANCHOR p j SEE ANCHO ' �' t�a ; v TABLESHEET 1 = p o I TABLE,,ISHEEf.11 .� � I . 0 I 114 MAX.1!4' ``�tH `y & ` �� OC1Y LYNN M AXy• ••• • • • • SHIM o 518"MIN.EDGE �� • • •• • t SEENOTE4 ;P OR i •-• • 1 318 MIN. 1*r Fto.58905 t • .•. _ r , " dVAR es TABEE�3 2-12'MIN. SEE NOTE 4 ' EMBED Qom:• �� CHOR r ZTABLE r� " t. . 8E ANCHOR s • �cWOG� ••i •�SEF•1I;YCHORTABLE,SHEETI EN%%% SHEET 1 TABLE,S 1;• -. • 2-12"MIN.EMBED �r ONAL �� . . . BU cxr• •• D D• DETAIL I(JAMB) DETAIL C rIOT�1 — • • DETAIL G(SILL) + s "- • • • • • • • • • ti LYNN Marta P.E. TYPICAL INTEGRAL FIN FRAME SECTIONS PE,osa�os r a lYPI FIANGE'F E AL SEfCTIOW• f I ••. ... . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . TABLE 5: A TABLE 6: TABLE 7: GLASS,=ES• 111txintum Des Dll,Pttiaau e,DP�(peq Maximum Deol_gn Pressure,DP(pstl Maximum Design Pressure,DP(psi) ter+-„""^ XOX,1/4-72-114 t"A"5/18'1' 1- B.0.090 PV8,1/8'A_ XO o�OX' XOX,113'115-113 Jnr=`(1'78 K`t)90'PSB 17S'Ff 01edt Ory G{asa Type 0161611 omw GlBss TYPe C.5/16"LAMI-(118 HS,.09W PVB,11W HS) VVldth Height A,B.C.G.K 1 D,E,F,J.K L Vifth Height A,B,G,H C.( D,E,F,J,K tMtdBt;)WkM; I A.e,GyHy.;d tr 4 E.F.4 d i4 L D.7/16'LAMI-(3/16°A,.090'PVB,3/18'A) 6.0 +75.01-76.0 /00.0 r•80.0 +75.0115.0 5 60' +80.0! 0 +W.0/X0.0 +5.0!-75.0 7(16'LAMI-(3/18'.0,.090'PVB,3/18"HS) 10.0 1 6p +eD.a f 8-720 +6o.D r 80.0 +76.0/-75.0 F.7116-LAMI-3116"HS,.090"PVB,3/16"HS) q0.• +73.01.75.0 +75.0!75.0 53-1/B' +fi0.01.80.0 +75,0!16.0 74, +gD,O!•80.0 *810/•80.0 +75.0/-76.0 53-t/6' +75.0/-76.0 +75.07-76.0 6p +80.0I80.0 +75.0175.0 +8401.540 +80.0180,0 +76.01 75.0 G.13/16-LAMI IG-1/8"OR 3116 A(MIN.),5M6"OR 3/8' 6p 26' +76.0/-75.0 +75.01.75.0 80' 28' +80.0!80.0 +75.0!•76.0 e4' PRODUCT REVISED .71.0/a5o +76.0/•75.0 74• +60.0180.0 46..0/75.0 80' +90.01.6.030 +50.01-MO +75.01-75.0 SPACE,5/16'LAMI-OR 16'A' IN.)1/8"A) ee' +80.0180.0 +75.0/76.0 1063!8 +80.0_IM3_ +80.01.80.0 +75.01-75.0 H.13/16'LAMI IG-1/8'OR 3118'A(MIN.),5/18"OR 318" ea eomplying with the Merida 72• .73.01-76.0 +76.0/-75.0 e4' 108 +OD.0/BO.o *640/4D.o +75.0/-75. SPACE.5116'LAMI-(1/8'A,.090'PVB,1/8"HS) 6uitaing Cod• 7q• +75.0/.75.0 +76,01-76.0 867lie' +80.01.80.0 +75.01-76.0 11 f' +60.01.60.0 +80.0/80.0 +760!76.0 NOP-No. 17-0471.06 +75.0!7630 +7501-76.0 49' +60.0!820.0 +75.0!-7530 I. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16°OR 3/8' lxpiraeon Date 12/21/2021 53V8 +eu o t soo +80.o f 860 +7&01 asA SPACE,5/16"LAM[-(118"HS,.090"PVB, /8•HS) 4e• +75.0/76.0 +75.01-750 531/8' *6D.D/•80.0 +75.0/46-0 �, +860/80.0 +6401.80.0 +75.01-75.0 ast/a• +76.0 -76.0 +76.30/13.0 �' ,so.o/6030 +76.30/as.0 74, +6601 640 +6101 BQ.o +7s.o/16.0 J.13/16"LAMI IG-118'OR 3/16°A(MIN.),3118"OR 114" eo 9B• +76.01 75.0 +7501-7630 6B Sr +60.0/80.0 +75.0/n o w, +810 .80.0 +60.01840 46.0/-75.0 SPACE,7/16'LAMI- 3116".0„090'PVB,3110'A) 11 Pro"uct ontrol �• +76.01-76.0 +75.0 l 15.0 74' +60.0180.0 +75.01-75.0 Sp +80.0l80.Q .*75.0/75.0 OB' +80.0/80.0 +eao/80.0 *75.0/7s.c K13l16"LAMIIG-1/3'OR3/18°A(MIN.),3116'OR 7p +75AhT6.0 +Iso!-750 84' tt)g918" +80,0/80.0 +80.0180.0 +75.01-75.0 SPACE,7116°LAM]-(3/16'.0,.090"PVB,3116'HS) 7q• +76.01750 +750/-7-730 88-711V +80.0180.0 -MO I.75A 106' .820.0!80.0 +80.0180.0 +7&0/45.° L 13/16'LAMI IG-118"OR 3116'A(MIN.),3116"OR 174+ �3k4/17:UPDATED TABLE 37• +75.01-76.0 +7501-71.0 49• +90.0180.0 +75A!76.0 fti' +80.0180.0 +80.01.80.0 +750/75.0 q0.• +75.0 f 46.0 +76.01-76.0 5T1_W +80.0/80A +76.01 75-0 631rs' +640/80.0 *ana 8DA 46.0 r a6.o SPACE.7116"LAMI-(3116'HS,-090'P1/B,3118•HS) 6318• +75.01-76.0 +75.01-76.0 8p +90.0/80.0 +75.0/75.0 60„ +60,0180.0 +B4D/-BOA +750/15.0 6p 35-3W +75A 15.0 +750/16.0 8B' 383!8' +60.0/•80.0 +75.0!75.0 74 +840180.0 +8601.00.0 +76.01 16.0 or +75.01 a5A 74• +80.0/80.0 +76.0/75.0 +140/811.0 +640 r•80.0 176.0/•75.0 07 = +75.01-76.0 84' Y 72' +76.01-750 +73.01.75,0 84' *80.0180.0 +75.0/-79.Q �„ 36318' +80.0!840 +840180.0 +76.0/-75.0 3 3 >rtl 74• +75.0/150 +75.0/-76.0 8&7116' +80.0/80.0 +75.01-T6A 1�,�8„ +60.0180.0 +60.0180.0 +7501 750 37' +75A/75A +76.0/750 48' +80.0/80.0 +76.0!75.0 fes. +840 80.0 *BO.D18Q.0 +76.0/76.0 (O� 48• +75.0!73.0 +76.0/•75.0 51.1/8• +840/80.0 +76.0/•76.0 111• +80.0180.0 +7501-76.0 R14' +75,0/750 +75.0115.0 6p +80.0180.0 +75.0 16.0 ��. +640!80.0 +60.0180.0 +76.01-75.0 O a � 48` +75.01 750 +75.01150 ec 48' +BOA/80.0 +7501 a5A �. +60.0 J 80.0 +60.0180.0 +7501-75.0 O-m to N *MO 175.0 +76.0175.0 74' /80.0180.0 -776.0/-75.0 74• +840180.0 +600/80.0 *76.0175.0 O J W 175.0/-75.0 +75.0115.064' +80.0!80.0 +75.0/-76.0 84'. 4p +60,0/80.0 +a0bJ80.0 +7501-750 Z W$___ +7501-750 +750/-75.0 e8-7118• +8030/80.0 +75.01-75.0 86- +SO,p180.0 .Zo.0/80.0 +76.0/-75A V o'� +750!7504B' +80.0!80.0 +7501-75.0 1088/8' +80,0/860 +640!•80.0 +7501 75.0 F+75.0175.0 +760175.0 5&111P +eOA 18(1.0 +75.01-75.0 1�- +810/840 +810/80.0 +501-76.0+60.01 W.D +75.01.75.0+75.01a6.D +76.010.6.0 80' 111' +80.0/84.0 +60.0180.0 +750175.06p.61B! +75.0/-75.0 +75.0/15.0 88' btwtr +60.0/80.0 +75.01-75.0 b31l8' +80.0!810 +8(1.0/80.0 +750/-75.0+76.0/•76.0 74 +80.0/80.0 +75.0/-75.0 60' r�.0!80.0 +80.0180.0 +75.01-7630+750/a5D O 00 • +75.01 76.0 +75.0116.0 t14' +640/80.0 .75.01-76.0 74• +b0,0180.0 +80.0180,0 +750175.0 -.74�n +76.0l75A % +750/-75A 88.7/10' +60.0/80.0 +76.01 76.0 gq• +�.018D.0 +60.0/80.0 +750/-75A 37• +75.0!750 +75.0/15.0 48 +60.01-6010 +7b.0l-75.0 98' +60.0/80.0 +80.0180.0 -+-7&-0-/-T5 A 48 +75.01-75.0 +75.0/75.0 5&1!8" +80.0180.0 +76.0/75.0 1003/8' +840/840 +60A/80.0 +76.01-75.0 53118' +76.0 r•75.0 +75.0/750 60' +80.0180.0 +7501 75.0 108• +60.0 f 80.0 +80.0180.0 +75.0/7b.0 ® Z co tz,_ 0.p 64' 45.0/71,0 +75.0115.0 BB 54 *00.0/80.0 +76.0!15.0 111• +80.0180.0 +80.0/80.0 +76.0/-75.0 lip�� 0 Z +75.01-75.0 +750 f-60 74' +80.0!80.0 +75.01 750 61.118' +640/80.0 +610/80.0 +75.01-75.0 W _ +750/iso 84• +80.0/840 +75.0/75.0 tip *BOA/80.0 +80.0!80.0 +750!75.0 , 77 175.0/.75.0 +aO.O/80.0 +BDA!•60.0 +760/15.0 O O Z 0 74• +75.0175.0 +75.01 75.0 88.7118 +80.0/860 +750!75.0 74• 37• +75.0/76.0 +75.0!75.0 48' +Mo 140.0 +75.0/16.0 e4' 6. +80.0180.0 +60.0180.0 +750/-75.0 q8 +76.01-750 +760 f 75.0 53.1!8 +110.0180.0 +750/75.0 08• +80.0 80.0 +860/80.0 +7501-76.0 w Q = E +75.0/-75.0 +75.0116.0 Bp +80.0/80.0 +76.0/-75.0 1083!8 +60.D 180.0 +e0.0/80.0 +75.0/•7fi.0 O a 531/8' ep +80.0!80.0 +75.01 75,0 108' +640/860 +80.0/80.0 +760/750 ao' 9p +75.0!750 +7501 750 60, °YL 0.•p 0.e• +74.2114.2 +7S.OI15A 74' +80.0180.0 *750/•75.0 111• +69.0189.5 /80.01810 +7b.0176.0 7Y +88.8!89.8 +7501 750 84' +80.0180.0 +76. /-75.0 5�-1/8' +80.0180.0 +80.0!•60.0 x750/Js0 NOTES 1i 1 74' +88.1 88.1 +76.0/-76.0 88-7118' +a0.0/•a0.0 +75.0/-76,0 60' +840/baa +60.0/80.0 +7501-75.0 1111111!!! 87• +76.0/-75.0 +750/45.0 •4tr •• o! .0 75. /-7b. 74• +60.0/80.0 +840180.0 +750/-750 1)FOR WINDOW SIZES NOT SHOWN,GO 70 NEXT LARGER 46.o1as.o .TSA/ago 6.31/-7' • +000w 76.. -7 84• so„ +60.0180.0 +840/80.0 460/75.6 WINDOW IN TABLE 48 +58.8158.8 +60.0 f•840 +75.0/-750 53-11W +75.0/76.0 +76.0/-750 813' • •+00.0••80A •75W•7 0 98 0.p e6' .75.01-75.0 +750/a5-o or 0/8036 •70.•/4506. 11(83/8 +6.6.21651 +60.0/80.0 450/es.° 2)OVERALLFLANGEDIMENSIONSSHOWN.FORFlN 66• +7D•2raoz +76.0/-760 •� 0 80. T6. 1-76..0 108 -54.a 1.54.0 +00.0 140.0 +7-730/760 WINDOWS.SUBTRACT I- TABLE SIZE DIMENSIONS. N..65M +76,0/75A 84' 401 .0 75 ! 111" +6336 f 848 +60.01.60 0 +75,0!76.0 •�' 77 +68.2/852 *60.0!80.0 +90.0/80.0 +78.01.750 74• +83.8183.0 +75.01-T6A 0&7/78 +800180.0 +75.0175.0 53//8 FOR ANCHORAGE SEE SHEET 9. FOR ANCHORAGE SEE SHEET 10. w +a5D 1.613.20 +00.0 f ao.o +75.0!750 3)FOR INSTALLATION IN THE HVHZABOVE 30 FT.GLASS X_ 74• +60.01.840 +6x0180.0 +75.0/-TSA TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. ��0.. WTE },.wry` • ••• •• ••• • e4' 83 +eaD r 80.0 +6-70180.0 +76.01-75,0 . BOTH THE DP AND ANCHOR QUANTITY REMAIN .t� �o �•. ?� i • • • • • • • • +6-72/-762 +640/80.0 4620/-75.0 UNCHANGED. %, 5`y+'......... ••• 0 • 0 0• •• • ••• : t 8 +5tcer 7 +�.oi .o +75.ol77n 1as.o CONA�L��i�.f�N • • •• • • • • • • 11• +5091-70,9 +60.Dr80.Q +76.0/-76..0 4)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. A.L(M 1RiEA,PE 1 • • • • *00 OR ANCHORAGE SEE SHEET 11. 3 • •• •• • • • •• •• ••• • • • ••• • • TABLE 8: TABLE 8: nitO ;�a1 X AnehorOtmea XO or OX TABLEICEY: 0 X dlh t119ss;lype9A'6' 2i 1,' with Olen 1YPG8 D,E.F,J,K&L Mwlwr tlro\o A Anoty Group 6 A„"h,r croup c t 1+C2+1., 3 ANCHOR QUANTITY PERt1AtJ18 l7,aa1 iDt813f(. Atdlot OrtupA" Aedlar Mtittx C4otPG Ouud OwaS _ rMA9t1 3HY�11C 4tatdi SII 'i -'Hod 6511 JmD \ Haptt FtsW 689 .knb H1. 2+1 .Y2 Haad689 2 t+¢+t z t.¢+f 2 t+¢«1 z sr i+cz+t z t+cz+t 2 t+C-+t z ,i-C STER OF 2)-ANC R UAN 1 ITt A CLUSTER OF ANCHORS 4e Rao 2 1+22+1 2 H¢+1 2 46' 1+C2N 2 1+02+1 2 NC2+t 2 t+ +tzt +t z +ct+t z =ON 7HE MMING Qil z +t z 53-1/8' NCHORATQE E PRODUCT R EVISED1+ +1 J+ +t + z -0z+1zt+cz*t z pLJ$(1)Ayg 27+ +12 e2r c2+1 with the Fl orida 7 Gx+t 2 +02+7 2 VENTANDFOEDSEC@1t+C2+1 2 (4) Building Coda + +1 + +1 2 i+Cz+1 z m7Z +02+2 2 +cz+i 2 1c2+1 2 ANCHORSTOTALATHEAN1*NDSILL NOA-N- 17-0411.06 77 2+¢+2 2 1+Q+1. 2 1+Q+1 2 74• 2+02+2 x 1+C2*1 2 1+C2N 2 7t 2+¢.2 2 1+¢+1 2 N¢+1 2 �, t+CZ+1 2 »C2+1 2 1+02+1 2 lzpiraflon Date 12/21/2021 aT t+¢+1 2 t+¢+i z t+Cz.i z .(4",MIN:O:C:'ANCHOR'SPACINO) 48' f+C2+1 2 t+Q+1 2 1+(2.1 2 4a' t+(2+1 2 1+02+1 2 1+C2r1 2 9y 51Lg• 1+50 2 t+Q+i" 2 1+02+1 2 33-Iff 1+12+7 2 1+02+1 2 1+02+1 2 Niam Prod"11 on ro tiP Sa' 1+¢+i 2 1.Q+t 2 1.¢.1 2 e8• 36 1+CJ+1 2 1+02.1 2 1+02+1 2 1a.3/4"MAX: t+t2+1 z t+Q•i 2 t+c2+1 z etr t.cz+t 2 7+t�+t z t+cz+t z -•e{ 4'MIN:;141/2"MAX. 324/17:UPDATED TABLE i Td 2+¢+2 2 t+¢+1 2 1+¢+1 2 72' 2+Q+2 2 1+02+1 2 1+02+1 2 - ELEVATION. 74 2+12+2 2 1+02.1 2 1+¢+1 2 74• 2+C2+2 2 1+02+1 2 1+02+1 2 Y O 3T •N¢+t 2 N¢+t 2 i.C2+1 2 Sr f+C2+f x 1+C2+1 2 t+C2M 2 4B' 1+Q+1 2 NQ+t. 2 1+02+1 2 4e• 7+02+t 2 1+C2+1 2 ,1+02/1 2 _ s}VD' t+C2+1 2 1+G2+1 2 1+=.I 2 MTB Rte. Z 531!8' 7+¢+S 2 1+¢+t 2 1+t2+1 2 m, ya,ye, 1+C2+1 z 7+02+1 2 1+02+1 2 (L c� rqf ear 3ttSo• t+Q+t z t.¢+t 2 1.72+1 2 �. ,+cx+t EXAMPLE CLUSTER W/OVY OF(2)ANCHORS Z c� 1+¢+1 2 1+¢+1 2 1+¢+1 2 ,2 1+02+1. 2 1+C2+1 2 f y .,� G e9' n- 2+C2+2 2 1.02+1 2 1+02+1 4 r 72' 2+¢+z z 1+¢+t z +¢rt z 74• z+C2+z z i+GZ+1 z t+C2+t 2 ,(SHOW)(�)TA 3LE KAY I;rBOVEj� �•^ - 'd o 74' 2+C2+2 2 1+C2+t 2 t+C2+7 2 U' N = 0' ti gT NQ*1 3 1+¢+1 S t+¢+1 3 3T 1+02+1 ] +-C2*t a t+C2+1 3 0 g W 46' 1+Q+1 3 1*¢+1 9 1+02+1 3 4a" 1+02+t 3 t+C2+1 3 i+C2+t ] R1-tl8" 1+Q+1 3 1+Q+1 3 t+¢+t 9 5}1/B• L-2 91+02+1 3 1+02+1 3 ciaD' 48' 3 1+C2.1 a t+C2.1 3 U UU48• 1+Q+1 3 1+Q+1 3 1+C2+1 3 GD, 3 1+C2+1 3 1+C1+1 3air +Q+1 3 1•CS.1 3 t+¢+7 9 ,r• a t+C2+1 ] t+02+1 32+02+2 3 1+C 3 1+C2+1 374' 3 1+62+1 3 1+02.1 3 _ 7t 2+Q+2 3 1.¢+1 3 5/12+1 S O Z W aT 1+02+1. 9 t+C2+1 a 1+02+1 3 3T 7 t+¢+1 3 1+Q+t 3 7+¢+1 3 ta, 1+C2+t 3 1+02+1 g 1+C2N 7LL 48' 1K2+1 S 1+¢•1 3 t+(2+1 3 J O Small' f+¢+1 9 t+C2+t 3 1+02+1 3 y}7/a 1+02+1 a 1+02+1 9 1+02+t 3 ro t13' 30818' i+C2+i ] 1+C2+1 3 1+C2+1 ] �• ypya+ t.¢rt 3 1+¢+1 3 1+GZ+1 3 or 1+03+1 ] i+C2+1 3 1+02+1 3 a X 3 eB' t+C3+1 3 i+Q+1 3 1•¢+1 3 ® ` Z a0to 3 T+- 3 1+t2+1 3 M' 2+03+2 3 T+CZ+1 3 7+02+1 9 O O • j4•. _ _-+� 2+q+2 3 xs.i+Ct•1r .yta 1+C2+1 3 74• 2+73+2 3 t+C2+1 a HC2N 3 NOTES gp 1+¢+5 3 4;C24-1- - 1+Q+1 3 37" 7+G2+1 3 t+Ol+i 3 t+C2+1 S 48• t+c2.1 a t+cz+t a t.c2+1 3 1)WIkbOWDP.I ANCHOR OUANTITIESAREBASEAzO�JTHE p 4e" .5+¢+t 3 t+¢N 3 i+C2+t 3" 6}1!6' t.Q+1 a 1.02+7 a t+02+t 3 FOLLOWING DIMENSIONS: - _ 53tre t+¢N s 1+¢+1 3 a+¢.1 s 80. s4" t.c3+t s t.C2+1 a 1+C2+t 3 MEAD&'SILL':,101/2"MAX.ON EACH SIDEOF ell Sr t+q.1 3 1+Q+1 a :1+02+1 3 m• t+tl+1 3 1+02+1 3 1+C2+1 a W V = t.q+t S 1.¢.1 3 t+C2.t 3 MEETING:RAiL CENTERLINE O Z 7r x+03+2 ] »C2+1 3 1+C1+1 '] 18 3/4'.kAX.FROM CORNERS. 6 7Z 2+03+2 3 1;02+1 S 1+02/1 3 74- 2+cs.2 3 1+C1*1 3 1+c2+1 ] - 74' 2+C3+2 s t+¢+1 3 b02+t 3 ]T 1+c2.7 3 t+t2+1 a t+C2+1 3 ;,JAMiBS: 9'-MAX.FR CORFiEfi5 AND 22112" r9t +aw 3T t.C2.1 3 7+¢+1 S 1+02+1 3 MAX.40:C. 48' Hq+1 3 1+02.1 3 t+t2+1 S 46• 1+03+1 7 t+02+1 a fae2.t a // y}tff 1+03+1 7 7+02+1 3 1+C2+1 a �.``\Q�Y LYNN �i�. 53AB' Pao 3 1+¢+t s + t • • • Or• 1+q+t 3 t+r1+t a t+c .t a 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER `��,��.•.O l/ I eB' tD' hCS+t 3 t.Q.t s 1+(2+1 • • • 1* 3 WINDOW IN TABLE. : :•`F'� t 1 a t+r2.t a 1+C2+t s _ ?g E t+grt S 1.¢+1 9 1a¢+1 • ••t t 7r• 2 3 1+C2+1 3 ,+02+1 a 7z z+Ct'2 a 7rQi1 st • • • 7• z a 1+C2+1 3 1+C2.t a 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN7erj 2+q+2 3 t.¢*t s +t 3 t+C2+t 3 t+ez+t a WINDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. _ 0:3T 1.¢+1 S t•t2.1 3 1.(2.1 3 �• t 9 1+C2+1 a t*C2+1 ] p •vl ist+q+t 3 1+¢.1 s 1+C2+t s 4 FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS ='O%53-VT Hq.1 3 t+(2+t a i+2+1 3 53.1(8• i ] t+(2N 3 1+02+1 3 )tw' 7 ] t+C2+f a t+ez+t a TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. �(� '•.clOttiDt`a3• t+cs+t. s t+Q+1 3 t+ S • •• �. t a f+e+s 3 t+cz+t 3 BOTH THE DP AND ANCHOR QUANTITY REMAIN �� /ONALe8' f+q+ a 1+¢+1 6 Hai! a • 72• 2 3 1+C2+t 3 t+cz+t 3 UNCHANGED.72. 2/13.2 3 7+¢+f /* 3 •• •74• 2+G7+2 3 7.¢+1 N t • • 718' 2 ] 1+C2N a t+c2.t s 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2 A.LYNN teL.LHt,PE pk • • • • • • P.EY5m V 3 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10: uaTABLE 11: Anchor Qndbli XOX,1K1-1R-119 Anchor QuantlTlez,XOX,113-113.1/3 TABLE KEY: with Glass Type A.B.C,q H&I with GIs»Types 0,E.F,J,K&L X- O X pie OMoe Arr2wr OtoaD A I Anwar ii"8 Mehr 5teup C Cuuae o\baae Anchor Gmup AAroho GrO4 8 A wworav c 1+q+1*703+1 3D-ANCHOR QUANTITY PER JAMB WWB1 110210021 tbad&Sm Jamb Hwd&8111 Jamb FMd a an ,bmb VYtdih HdgN Hnd&8m Jamb Head&SBI Jam HW&8m Jamb 40' i+C2H+C2rt Z 1+02+1*cx.t z 1+02+t+C2+1 2 40' 1+C2+1+C2+1 z 1+C2+tfc2+1 2 i+c2+t+c2+t 2 HEAD AND SILL ANCHOR QUANTITIES 83.1/0' 1+02+1+C2+1 Z 1+I;Z+i+02+t 2 1+02.1.02+t Z 6112• srC2+1+02+1 Z 1+tx*71+02+t z t+c2+1+02+1 2 A CLUSTER OF(3)ANCHORS CENTERED It0' 1+02+1.02+1 2 1+02+1+c2+t z 1+Cz.t+cx+t x eo' 1+02+t+cz+1 2 t+Cz,»02+1 2 1+o2+t+Gz+t 2, ON EACH MEETING RAIL PLUS(1) PRODUCT REVISED 6• 2r 1+02+1+02+1 2 1+C271+C2+1 2 1+C2+1+C2+1 2 or 2r i+02+1+C2+1 2 1+C2+1+C2+1 2 /+C2+t+C2+1 2 ANCHOR AT EACH OPERABLE VENT as eomPN�9 �ttis Florida 74' 1+02a1+C2+i 2 1+C2H+02021 2 laC7+i+C2*71 Z 74' 1+02+i+C2+1 2 1+02+1*702+1 2 1+C2+1+02+1 2 Building Code 64• 1+02+1+02+1 Z f+C2M+C2+1 2 1+02+1.02+1 2 e4• t+02+1+02+1 2,- 1+02+1+02+i 2 t+c2+t+c2+1 2 PLUS(1)ANCHORS AT FIXED SECTION. NOA-No, 17-0411.06 esanr i.02t1+Ch1 2 1+02+1.02+1 2 t+rl+t+cz+t 2 es•7lir t+C2+t+Cz+t 2 t+Cz+t+cx+1 2 t+c2+t+c2+t 2 (B)ANCHORS TOTAL AT HEAD AND SILL Expiration Da 1221/2021 40' t+C2*71+02+i 2 1+CZ+1+C2+1 2 1+02+t+C2+1 2 43• t+C2+1+C2+1 2 1+02+1.C2+1 2 t+C2+t+C2+i 2 6112' i.Cht+C2+1 z 1+02+10202+1 Z t+C2ai+C2+1 2 5s•1m• 1+02+1+c2.t 2 3+5+1+62-1z 1+02+t+C2+1 2 (4'MIN.O.C.ANCHOR SPACING) y B e0' 1+ C2+1+C2+1 2 i+C2+1+C2+1 2 li0' ;a++C2+1 2 1+C2+1+02+1 2 1+C2+i+02+1 2 Miam 1;02+1.02+11;02+1.02+1-2 -0n Productn ro 89' 3r 1+02+1+02+1 2 1+02+1+C2+1 2 T1+02+1+02+1-2 BB' se' i+02+1+02+t 2 t+C2+t«c�#t 2 t+C2+1+C2+1 225 314'MAX 74' t+C2+1+C2+t 2 ;a;71.C2+t 2 t+CZ+t+C2+t z 74• 1+C2r1#02+1 z t+C2«1+02+1 2 i+C2+1+C2+1 2 F--4-MIN.,10-1/2'MAX 3+2417:11PDATEDTABLE& B4' 1+02.1+02+1 2 1+02+1*702+1 2 1+02021*702+1 2 94• 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02*71+02+1 2 ELEVATION. 0&71ir 1402+1+C2+1 2 1+02+1+GZ+1 2 1+CZ+1+02+1 2 06.7116• 1+C2+1+02+1 2 1+C2+1+CZ+1 2 i4C2+1+C2H 2 4r 1+C2+1+CZ+1 2 1+C2+1+C2.1 2 1+02«1+02+1 2 49' 1#02+1+02+1 2 1+02+1+02+1 2 1+02+1.02+1 2 9• X O X 511+8' i+C2+I;a 1 2 7+02+1+02+1 2 1+02*1+C2+1 2 63-02' 1+02+1+02+1 2 1+02+1+02+1 2 t+C2+i+C2+1 2 iT � gp 1+02+1+02+1 2 1+024+02+1 2 1+02+1*702+1 2 60' 1+0x+140141 2 i+C2f1rC2+i 2 i+C2+1+C2+i 2 = eir 31516' 1+02+t+G2+i 2 t+C2#1+CZ+1 2 1+12+1+C1+f 2 00' 38.31. 1+02+1.02+1 2 1+02+1+02.1 z 1+02#1+024 zG.RAIL,TYP. 74' 1+02+1+02+1 2 1+02+1+Ch1 2 1+C2+W-+i 2 74' 1+02+1+02+1 Z 1+02+1+02+1 2 1+02+1+02.1 2 024' 1+01+1+02+1 Z 1+02+1+C2+1 2 t+c2«1+02+1 2 Ba' t+cx+l+02+t 2 1+02+1+32+1 2 1+C2+i+C2+1 2 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS ,n 0&7nr 1+02+1+32+1 2 1+02+1+02+1 2 1+C2+t+C2+1 2 107.1. i+C2+1+02+i z t+Ctrl#CL+1 z 1+c2+irC2+1 z >'r� �ry a� O i 4V 7+02++C2+i 3 1+02+1+02+1 3 1+02+t+C2+1 s 40' 1+C2+1+C2+1 3 t+Ct*1+C2+1 3 t+C2+1.01+1 3 (SHOWN IN TABLE KEY ABOVE) p 2 N N 611/8' 1+02+1+C2+1 3 1*7041+Cz+1 3 1+C2+t+C2+1 s 53.11 1+C2+1+CZM 3 1+C2+1+C2+1 ! i+C20+020 s LLF Br 1+02.1.02.1 9 1+0x+1+C2*1 s 1+02«1+C2«1 S BO" i+C2+1+C2+1 3 L+C2+1+C2+1 3 1+02.1+1x+1 3 Z 00' 40' i+02+1+C2+1 3 t+C2+1+02+1 3 1+C2+1+C2H 3 er 40' 1+C2rt+C2+1 3 1+02+1+C2+1 3 1+02+t+G2+1 3 U g (~j 4g 1 7p i+Q+10202+t 3 t+C2+1+C2+1 3 1+02+1+02+1 3 7C HCZ+1+01#7 9 1+C2+1+02+1 3 1#02+1+02+1 s 0'Z �� qy 024' 1+02.1+C3+1 3 1.04+1+02+1 3 1+02+1+02+1 3 e4' 1+02+1+02+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 _ aw e&TMr 1+cw+02+1 3 1+C2+1+Cx+1 3 1+02+1+02+1 3 88.7110' 1.02+1+02+1 3 1+G2+t+C2+1 3 1+02+1+C2H s 40' 1+024+02+1 ! 1+C2M+C2*1 s 1+02+402+1 s 40' 1+C2+1+C2+1 3 1+C2+t+C2+1 3 t+C2+1+Q+t 3 Z W M O 7+02+1+C2+1 s 1+C2+1+C2+t 3 1+C2+1+C2+1 3 04Th t*752+1+C2+1 3 1+02+t+C2+1 3 1+C2+1+r2+1 s J j l 7.02.1+02+1-3 00' i+C2+1+C2+i 3 1+02+1+02+1 S 1+02+1+C2+1 3 or 1+02+1+02+1-3 i+C2*71+02+t 3 Gar -- 5oW 1+02+1+02+1 3 1+C2+1+C2+1 3 I+C2+1+CZ+t s 66' 685x0' taC2+1+C2+1 7 1+02+1+02+1 3 1+C1+1+C2+1 3 .�•1 74' 1+o2+1+C2+1 3 1+02+1+C2+1 s 1+C2+1+02+1 s 74• t+C2+1+C2+1 3 1+Q+1+CZ*1 S 1+02+1+02+1 3 • F Be 1+02+1+02+1 a 1+C2+i+C2+1 3 t+C2+t+C2+t 3 M' I+Ch1+02+1 3 1*732+1*702+1 3 1+Cd+1+02+1 3 Z 0&Tnr 1+Ch7+02+1 a 1+52+1+C2.1 3 t+02+7+02+1 3 WAS' i+02+1+C2+1 3 1+C2+1+C2+7 3 1+C2+1+C2+1 3 NOTES 40' 1+02+1+C2+1 3 NC2+1#CZ#i 3 7#02+1+Ch1 S 40' 1+C2-+C2+1 3 1+C2+1+C2+1 3 1+C2+1fC2+1 3 O i aayr 1+024.02021 s 1.Cht+C2+1 3 7+02.1+02+/ s 3112 1«02.1.02+t s 1+02+1+02+i 3 1+02+1*702+1 s 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE _ c ! eir 1+02+7.C2+1 3 1+52.1+02+1 3 1+02+1+02+1 3 iW 1+Chi+02+1 3 1.02+1+02+1-4- 1+C2-1-C2-1 3 FOLLOWING DIMENSIONS: er 64 ;5;1+Cz+i 3 10202021+02.1 3 1+024.C2+1 3 e8 54• 1+02+1+02+1 3 t+02+1+C2+I s 1+32+1+C2+1 3 HEAD&SILL:101/2'MAX ON EACH SIDE OF ~ = Ir 7' i+CZ+i+C2*71 3 1.02+1+2*1 3 t+CZ+1+C2+1 3 74' 1+C2+1+02+1 s t+C2+1+C3+1 3 1+C2f1+C2+1 3 MEETING RAIL CENTERLINE. 84' 1+02+1+52«t 3 1+C2+1+C2+1 s 1+C2+1+C2+1 3 B4' t«G9+t+Cs+t 3 t+Cx+t+C2+1 3 1+C2+1+t2+1 3 25 314"MAX FROM CORNERS. 0&7nr 1+3+1.02+t 3 1+C2+t+C2+1 3 1+02+1+92+1 3 e&7nr 1.Ffr1+Cs+t s 1+C2.1.C2+1 3 1+C2+1+C2+1 3 JAMBS: 8'MAX.FROM CORNERS AND 22 1/2' .pL waO 0202702@ k Wil-16. 10202+1+1x+1 3 1+02+1+02+1 3 t+C2«1+C2+t 3 40' 1+C2+1+01+1 s 1+C2+1+C2+1 3 t+C2+1+92+1 3 MAX O.C. B}yr /rC2+1+C2+1 3 1+C2N+C2+1 3 1+C2+1+02+1 s Si1B' 1+C2.1+CZN 3 1.Q+1+C2+1 3 1+C2+1+Q«1 3 \\\\Still l/I/JJ'' 60' i+(2+1+CZ+t 3 1+C2+1+=+l s 1C24B+�i1 •a • 87 •• 1+0[11+32.1 3 i+C2+1+02+t 's 1+cz+t+cz,t 3 2)FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER LYIy/Y�i,,�� e0' or 1+C2.1.02+1 3 i+cz+i+02+1 t+cz+1+ ' 1 3 w • •1181• •e0' 1+02+t+C2+1 9 102024+02+1 3 1+c2+1+c2+1 9 WINDOW IN TABLE. V10EksF 74' 1+024+C2+1 9 1+024+02+1 1+Chi 1r 0 -W7-4-4r- 1+C3+1+C3+1 9 1+C2+1+52+1 3 1+02+1.02+1 3 '• 'CP 1+C3+i+C3+1 8 f+C2+1+02+1 3 1+C2+1+CZ+1 3 *: 1 B4' 1+02+t+C2+i 3 1+020210202+1 3 y024 1 s • • • 3)OVERALL FLANGE DIMENSIONS SHOWN FOR FIN _ No 5&705 esanr 1+024+324 3 1+92+1+02.1 ! 1+C2A+Eli 3s • W7YW •• 1+33+1+C3+1 s 1+024#C2+t s 7+02*71+02+1 s WINDOWS,SUBTRACT 1"FROM TABLE SIZE DIMENSIONS. 40' 1+02+7+02+1 3 1+C2+1+C2+1 s 1+C2+1+C2+1 3 40' 1+C2+i+02+1 3 1+C2*71+32*1 3 t+C2+1+Ct+1 ! Ss•11C 1+C2.1+02+1 3 1+C2+7+02+1 3 1+CZ4+C24 3 53.12• i+02*1+C2+1 9 1+02+1+02+1 3 1+02+1+02+1 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS %p0 e0' i+ct+t.ez.t 3 ++CZ+I+M+i 3 1+024.02+1 3 8o• 1+02+1+92+1 s 1+02+1+02+1 3 1+C2+1+5x+1 3 TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. 60'. e0' t+02*71aC24 a 1+0x+1+02. a *702+1 ! ••• Be. 83' 1+C33+1+C3+t 3 i+c2+ucz+1 3 1+01+10202+t s BOTH THE DP AND ANCHOR QUANTITY REMAIN '��5+': OmDP,.•'G�t'� I 7 i+C2+t+C2+t 3 1+C2r1+C2*7 1 1+0.".1 • 7 • • 7rC3+1+G1+1 3 1.02+1+C2+1 s t+C2+(+Ct+1 $ UNCHANGED. �7 ,O i Si„rNALy1t\\ 024' 1+024+024' 3 i+C2+1+C2+t•1 1+�H+ 1 9 •• B4 • t 03+1+03+1 a 1+02+t*C2+t 3 1+02«1+G2+1 3 Baan. t+cl+t+e3+1 3 1+02+1+02+ 1,021411.02+1 •s • • 0&rnr • • lic3r1*703.1 s 1+02.1«024 s 1+02+1+C2«i s 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2 A LYNN YILEIt P.E. • • • PEA687!15 _ 1 ••• • • • • ••♦ • • t • • • • • • • • • • ••• • • • ••• • • TABLE 12: TABLE 13: AnchorQuanLfe•,XOX,114-1!'1.114 Anchor Quantities,XOX,114-112-114 with Gla"Typaa A.8,C,G,H&I with Class Types D,E,F.J,K&L TABLE KEY: O.ed Owha/ Andw 0mvA Amfmramw5 Anahar GmwO 0-1 O.eol A,mh,xQ wAA Amha G-Pff Ateh.G-;,C X O X YNdN itehpN ilyd i 611 Jeno Heed a cal Je1b Head S SN Jerb vre5n ICe4xt Hew&:7_6 till Jeab bead S SB Jab Head S SB Jamb 1 4+07+1 z + + + + z -Wilt + z ++1+1+,02+1 z 4014« 2 1+C2+2+22+1 3 ANCHOR QUANTITY PER JAMB or 1+02+1+C20 2 t+C2+t f 2 t+a+f+C2+12 w• 1+02.1+0+t z l+ct+t+C2+1 z 1+C2+1«C2+1 z HEAD AND SILL ANCHOR QUANTITIES 1+,02+1.12+1 2 7t 2 1+C2+1.C2a1 2 T4 I+C2+2+C2t 2 1+02+1*C2*1 2 1+C2+1+C2+1 2 t•cxl+czn z +c2.+G2+1 2 +,02+1.0x+1 z �, t+4z+z•cz+ z t+Cx+i+cz+i z 1+02.1.02+1 z A CLUSTER OF(2)ANCHORS CENTERED 2g 1+02+2+,02.1 z 1+C2+2+C2+t .2 1+C2+1+f2+1 z ae• 1+02+2+Cx.i z 1.0x+1 oz«1 z i«cx.t .1 faaa r t+C2+24C2.l z t+CN1+02+1 2 1+12+1+,02+ z 10831+ .0x+2+02+1 z 1+Ct+x+12+1 z 1+C2+t+ts+t z ON EACH MEETING RAIL PLUS(1) asRcoomplyyi 9 with the Florida iox• 1+,02+-,02+ Z 1+C2+1+C2+ 2 /+C2++G2+1 z 105' 1«C2+2«C2+ 2 1+C2+2+C2+1 2 t+C2+1-0+1 2 ANCHOR AT EACH OPERABLE VENT Building code ttr +.2x+2+02+1 z 1+C2++Cz.1 z +,02..,02+7 z 1 1« +C2+t 2 1+Cx+z.C2+7 z t+C2+1+,0241 z PLUS(2)ANCHORS AT FIXED SECTION. Now-Ho. 17-0411.06 wilC 1+t2+i+C2+i 2 7+02+i+c2+i 2 ucz+t+c2at 2 531/8• f+44+1+cx+f z 1+G2++ct+t z i+C2+i+C2+1 z 8 ANCHORS TOTAL AT HEAD AND SILL 1+,02+1+C2+1 2 1+02+7+02+1 z 1.12+1+,02+1 z 67 +,02*i+C2+1 1+R+t+C2+1 + 1+cz+1 3 ( ) P.xpiration nate 1221/2021 +• i+c2+t+C2+i 2-1.Cz+f+CZ+l z +C2+i+C2+1 z Ta i+CZ+2+0Y+1 ,2 1+12,7.0x+1 z 7+c2+ +1 z (4"MIN.O.C.ANCHOR SPACING) Br a1• t•C2.2+02+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 54' t+C2++C1+1 2 1+02+1+(2+1 2 1+CZ+1+02+7 z 9@' 1+C2+2.C2+1 2 i+i2t1+C2+1 2 1+C2.i.C2+1 2 98• ac t+c2.2+44+1 2 +12+2.,02«1 2 +G2+1+02+1 2 Mlatnl-D['d rodue ontro t 1+C2+2+C2+i 2 1+C2+2+C2+ 2 1+C3++C2+1 2 109915' 1+02+3+ 2 1*C2+2+ .1 2 1*R+2+01+1 2 tos• t+G7+2+C20 2 1+Ce+z+02H 2 1+C2+1+CZ+1 2 tm' 1+c2+3+C2+S 2 1+02+2+,02+1 2 t+C2+2+r2+1 2 25 3/4"MAX. nP 1+C2+2+C2H 2 1+C2+2+C2+1 2 1tCNt+CZ+t 2 ill, 14,02+3+C3+1 2 1+C2+2+C2+1 z 1+C2+2+C2+1 z ._..,.I f.._,Q•MIN.,10-1@•MAX. 3/24117.UPDATED TABLE 9 1*041+C2+t 2 t+G2+7+Qri 2 1+Cz+1+C2+1 2 fix-1/5• 1+R+1+C2+1 2 NC2N+C2+1 2 i+t�+1+CIri 2 ELEVATION. x0' 1+C2+t+C2.t 2 1+C2*1+C2.1 2 1+02+1+02.1 2 w 1+C2+1+C3+1 2 1+02+t+t2+1 2 14,02+1+02+1 2 7y 1+01+1+,02+1 2 1+02+1+02+i 2 1+C2+1.C2N 2 74 1+C2+2+C20 2 1+C2+1+C2+1 2 t+C2+i+CL+1 2 X O x 81' a69m• t.C1+2+C2-1 2 7+01+7+,02«1 2 1+t2.7+Cx+1 2 ea• aea�e• t.Cz+2+02+1 z 1+C2rttGN1 2 1+02+i+R+1 z -'Ti- 95' 1+,02+2+,02+1 2 1+R+i+C2+1 1 1+Q+t+C2+1 2 96• 1+C2*2+G2+1 2 +102+2+,02+1 2 1+C2+1+C2+1 2 _ t069lB• 1+C7+2tC2+t z 1+,02.2.01«t x .t+cz+l+a+1 z taear 1«0x+3+12+1 2 1+,0242+12+1 z 1+,02+2+,02+1 z MTG.RAIL,TYP. of 106• t+C2+2+C2+1 2- t+C2+2+C2+1 2 t+C2+1+CZ+t x tw t+C2+a+02+1 z 1•,024x+,02+1 2 i+C2+2+C2+1 2 i lir 1+12.2+02'+1 21+cz+z+cz+1 2 t+ca IMI z nr t+cz+3+c2+1 z 1.0z+z,cz+1 z 1,c2az+c2+t z EXAMPLE CLUSTER W/QTY. In N ' � 63.116' 1+C2-1+C2-1 9 1.C2+1+C2+1 3 1+,02+1+01+1 3 6371 l+c2+7+02+1 3 1+C2N+C2+1 3 1+02+1+C2M a p e9 t+cz+t+0z+1 a 1+02+t+a1+t 3 1+C2+1+CZ+1 a eo t+G3+1+C2+1 3 7+02+t+cz+1 3 1+ce+t+ix+t s OF(2)ANCHORS T4 1+62+1+,02+1 3 1+C2.1a,02+t -3 t+C2.1+C2+t a 74 t+C2+2+C2tt s t+CLH+CR+1 3 7+,01+1+C2+t a p � N N as 1+C2+2+C2+t s 1+12+t+C1+l s t+oz+t+cz+1 3 sa 4r 1+cxn+c2+1 a t+C2+1+c2+1 3 1+ez+1+22+1 a (SHOWN IN TABLE KEY ABOVE) Z LL ' `T 9x• t+C2.2+C2+i a i+CR+C2+1 a 1+C2+1+C2+t 8 58 7+C2+3+C2+1 a 14,02+2+,02+0 s i+CLti+C2+t s £ (- 106JII6' 1+C2.3+C2+1 3 1+02+1+02+1 a 1+,02+7•,02+1 3 10681b' 1+C2a3+CZ+t 3 1+02+2+CJH 3 1+02+2+C2+1 3 V V Nd cj ,v 107 7+C2+3+C2+i 3 l+t2+2+C2+i 3 1+C2+1+C244 3 fOT 1+(2+3+(2.1 a 1.C2+2+C1+1 3 1+C2.2+C2+1 3 111• 1.,02+3+,02.4 a 'NC2+2+C2 l 3 1+C1+1+0Ni a 111' t+C2+3+C2+1 3 1+C2+2aC2+1 3 tac2+2+C2t1 b F Z 5}1 R 1•,02+1+C2+1 3 7+02+1+,02+1 3 t+C1+1+C2+1 a 9ad/C 1+Cd+i+C2+1 a t+C2+1+C2+i 9 1+02+7«02+7 3- a0• 1*62.1+C.Z+1 3 1+C2+7+C2+1 3 t+C2M+C2+1 3 80 1+CZ+1+C2+1 3 t+C2+1tCx+t a 1+C2+t+C1+1 3 0 Z 0� 8 Ile Il p 7+C2+1+C2+1 3 1+C2+1+Cx+1 3 74 1.02+2+62+i 3 1+02+1+02+1 3 1+C2+1+CS+t 3 J K• ,6, 1+62+7+12+7 3 1+5+1+C2+1 3 t+C2+7+C2M 3 04 � 1+C2+2+C2*1 3 1+C2a1+C2tt 3 i+C2+1+CL+1 3 JO Ly 99' I+C2+2+C2+i a 7+02+1+CZ+l 3 t+C2+1+C2H 3 9S 1+C2+7+CZ+1 3 1+CZ+2+C2+1 3 1+02+1+C2+1 3 106aa7• t+C2.2.2+1 a t+C2.2+C2+t a 1+C2+1+12+1 3 10621x' 1+63+3+,03+7 3 t+CZ.2+C2.1 3 1402+2+01+1 a ® g tag• 1+C2+3+C2+1 3 1+<2+2+02+1 3 1+CZ+1+GZ+4 a t0Y 1+03.3+,03+1 a t*G2+2+,02+1 3 1+C2+z+C2+1 3 711• 1+,02.8+,0211 9 1+C2+2+C2+1 3 1+CZ+2+C2+1 3 111• 1+C3+3+03+1 a 1+t�+2+CZ+1 3 1+C2+2+C2+1 3 , 3 1+02+1+02+7 3 NOTES X Z t+C2+1+ 21 1+C+1+21 3 1.1+1+ 2+1 a3•U8CN 0P t+C2+1+62+1 a 1+02+1+02*f a t+r2+1+c2+1 a 9v 1+c2.1+C2+1 3 t+c2+t+c1+1 3 i�C1+t+c z+1 a 1)WINDOW DP/ANCHOR QUANTITIES ARE BASED ON THE 74 i+C2+1+C2t1 8 1+02+1+,0x+1 g 1+02+1+,02.1 3 TM 1+=42+C2+1 3 1+02+1+C2+/ 8 1+,02+1+02.1 3 0 67• 1+ca+2+C2+! s 1+c2+1+c2+t a 1+C2+1+C2+t s d< �, 1+Ca.2+C3+1 3 1.C2+1.C1+i 3 f+C2+1+cz,•t 3 FOLLOWING DIMENSIONS: o = o 99' t+C2+2+cz+t 3 i+c2+a.c1+1 a .hu2+1+c2+1 a or 1+ca+uw+t a 1+cz+z+01+1 s t+c2.twz+1 3 HEAD&SILL'101/2"MAX.ON EACH SIDE OF = 1; /says• 1+c2.3+CW 3 1+cz+2+C2+! a 1+C2+1+Cz+i 3 1o6.wa• 1+03.3+03+1 3 1+C2+2+C2+1 a 1+C2+2+c2+1 a MEETING RAIL CENTERLINE. for 1+C2+3+Cx+7 3 1+cx+lam+i a t+c2+1acz+t a tae• t+c3.3+C4+1 a t+rl.2.cz++ s 1*an+cz+t a 25 3/4"MAX.FROM CORNERS. _ 111 1+CNS+C2+t 3 i+t`2.2+62+1 a 7+Cx+2+C2«i a tit• 1+ci«3+ct+1 s 1+c1+z+02+1 a t+c2+2+c2+1 a JAMBS: 9"MAX.FROM CORNERS AND 221/2' N +02+1+,02- D.C. 6}UP G2+1.C2.1 3 1a 1+CZ+t+C2+1 a wile t+C2+1aC2.t 3 t*02+7+q g +1 3 i+ a1+C2+1 a MAX,O.C. or 1+62+1.(2+1 3 1+C2.1+C2+1 3 1+C2+1+62+1 a 5C 1+C2+1.C2+1 3 1+01.i+C2+1 3 l*C2+1+C7+1 3 `t1il11 lift,, Tr f+C2+1.C2+1 3 1 +Q+1 a 1 wg-q 9 j 74 f+C3.2+C3+/ 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 114 1«cx+a+cx.i a 1«0x+1.02+t a + -Ml.0+T 3 •• sa ��• 2+0+.1 3 t+C2+1+C2+i 3 t+C2+1+Cx+i 3 2)FOR WINDOW SIZES NOT SHOWN.GO TO NEXT LARGER ��``��tlY LYNN se eo 1+,03+2+03.1 a i+cz+2.02.1 3 +C2+t+C2+1 a •• • • • 1+p+3+Ca+7 3 1.0x.1.,02+1 3 f+cz+ttC2+1 a WINDOW IN TABLE. �. itcEnryF-. W69fC 1+C3+UC3H 3 1+GZ+2/02+1 3 11C2+7+CZK•3 • • ��' • +Ga+3+C3+1 3 1+C2+2+C2+1 8 1+CZ+2+C1+7 a 19S t+C3+3+C3+1 s t+C2+2+G2+t 3 t+Cs1+c2+1 •a • • •too • 1+93+3+C3+t 3 1.02+2+Cz+t s 1+C2+2+C2+t 3 3)OVERALL FLANGE DIMENSIONS SHOWN.FOR FIN *,: No.W705 •• • +p+a+03,1 a t+C2+2+C2+1 3 t+c2+2+C2+1 3 WINDOWS,SUBTRACT 1•FROM TABLE SIZE DIMENSIONS. _ q tit• 7+63+3•,03+7 3 1•,02.2+,07.1 3 a 17 (� 6}7/e• 1+C2+i+C2+1 a 1+02+(4,02+1 3 1+C2+t.C2*l 3 53-1/5• 1+CL.t.C2+1 3 t+C2+1+02+1 3 1+C2+1+02+1 3 to i+ +i+ct+i i 3 7a12+1+C2+1 3 1.C241+CZ+t a eo 1+2'241+,03+1 3 t.c2«7.02+t 3 1.C2+1+02+t 3 4)FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS 74• 1+,0x.4.,0-1 a 1.62+1+,02+1 a 1+C2+1HR+i a )4• S.C342tC3+t a 1+,01+1+62+/ 3 t+C2+1+C2+1 a TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP. e/• �, 1+C3+2.Ca+1 a 1+01«1+,02+1 a• t+6f1•C6.i 3 •• • •a4• t+pl2+ca+1 3 t+C2+1+62+i s 1.02+1+C2+1 a ' `•' 'PtoatnP.. `� 1 e� BOTH THE DP AND ANCHOR QUANTITY REMAIN % St -.......• ..` 96• 1+G3.2+C30 8 1+C2.2+62+1 aC2+ +4 3 ae' • • 140.39C3+7 7 1+02+2.Q+1 b 1.(2+1:12+1 3 toss+ t.cs+s.,03.t 3 1.02+x+02+1 40x4 0x41 s • hear • t 1 3 7+C2+2+C2+1 a 1+,02+2+72+t a UNCHANGED. 7xe• 1+,03+3+03.1 6 7+,02.2+12.1 +02+1 1 a • • 1 a: 1 1 9 t+G2+2+C2+1 A LYNN UN'ER PE 1tr t+ca.a+c341 a 1+02+2.¢+1 a i+C2+ +t 3 •• • 771. 1 a+c3+t a 1+,02+24,02+1 a 1+t2«Z+C2a1 a 5)SEE GLASS TYPE DESCRIPTIONS ON SHEET 2 P E.168705 f j •e• • • • • ••• • • 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . M IAM t•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wnvw.miamidade.eov/economy ECO Windows Systems,LLC 9114 N.W. 106'Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Serres."350"Alumnum�X'icedp Wimdofvs-LM:Is' APPROVAL DOCUMENT:Drawing No.W17-27,Titled"Series-350 Aluminum Fixed Windows(L.M.I.)", - sheets 1 through 5 of 5,prepared by Al-Farooq Corporation, dated SEP 21,2017,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the-Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Combining this fixed windows to any other system(under separate approval)to be reviewed by AHJ for the tributary load and end load anchors. 2. Use of insulated laminated glazing option"GI i"require the exterior lite to be tempered for Small Missile application LABELING:Each unit shall bear a permanent label with the manufacturer's name or lo4o,city, stateArMsaries and .... ...... following statement: "Miami-Dade County Product Control Approved",noted herein. •••• ; ••• •• RENEWAL of this NOA shall be considered after a renewal application has been filed antl$tre has bt en M •••••• change in the applicable building code negatively affecting the performance of this produtf."•' :....: TERMINATION of this NOA will occur after the expiration date or if there has been a rewmn or clrange in the ••;••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an etifttgAient or any'produe"••• . . for sales, advertising or any other purposes shall automatically terminate this NOA.Failu*e.to.oomply. wim. ......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,Norm%and followed by ttg•••; expiration date may be displayed in advertising literature. If any portion of the NOA is tlispl"dyed, Mlt.shall be done in its entirety. •• • INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOANo 17.=061a�.01' MIAMI DADE COUNTY Expiration Date Uc#ober<26,4_022 / • ® Approval Date: October 26,2017 16� ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W17-27,titled"Series- 350 Aluminum Fixed Windows(L.M.I.)", sheets 1 through 5 of 5,prepared by Al-Farooq Corporation,dated SEP 21,2017, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Unifonrn Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagrams of Alum Fixed Windows,,prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL-9404 dated 03/01/2017, signed and sealed by Idalmis Ortega,P.E. along with marked-up drawings and installation diagrams of Alum Fixed Windows, prepared by Fenestration Testing Lab,Inc.,Test Report No.FTL-9404 dated 03/01/2017 for kinetic energy loading complying with ANSI Z97.1 per FBC section 1618.4.6.3, signed and sealed by Idalmis Ortega,P. E. Note: This test report has an addendum dated AUG 31, 2017 issued by Fenestration Testing Lab. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2014 (5th Edition) and FBC 2017 (611 Edition),prepared by Al Farooq Corporation, dated June 13, 2017, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02, -04 &-09. �. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. (former E.LJ)uPont DeNemours& Co.,Inc.) for"Trosifol: Ultra clear, clear& color PV glass interlayer' (fomes.;• "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,In*;tVormer E.1.*7uPdh'1 ' DeNemours& Co.,Inc.)for the"Sentry Glass® (Clear and Whited filass Interlayers", ;•••• expiring on 07/04/18. .... . .. ..... F. STATEMENTS •••••• •• ••••• 1. Statement letter of conformance t PBC 201.4(5a'Edition);.FBE 201 ;� d tion�}� �d letter V financial nancial interest,prepared by g t' t ti`1" f 1;5 dsealed bye; Javad Ahmad, P.E. ; .•. ;....; 2. Lab compliance as part of the above referenced test report. •• • •• •• . G. OTHER 1. Test proposal,dated 12/16/16 and revised on 12/20/16 approved by Manuel Perez, P.E. Is aq I.Chanda,P.E. Product Control Examiner NOA No.17-0615.01 Expiration Date: October 26,2022 Approval Date: October 26,2017 E-1 WINDOW WIDTH '< V OLti „ q FALSE MUNLINS Pr �� + � 3 (SURFACE BEPU Z ±✓ y O 7d' 33 f• ..- U Y f Wf CV Cot y a bE Y�O r bt 111 -w-A'}1,1 Q • .O F__ .� .•tia''�p' ti ' .. tZ7 t$g WINDOW WIDTH A -i. - PPd es complying Wilb Oro t I g I I J I I (• Florida Building Code :SSC tl qct< II ; J Ft 'y DWe OCT 2017 t FfA�.lt '^''f. lty �s o m •of Miami Dadc Product Control L J v 4srr� in Cr� m WINDOW I I» WINDOW l WIDTH l SERIES 350 ALUMINUM FIXED WINDOW (L.M.I.) 1.0.-MAx z m f 1 r 1 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS HEAD/SILL s yam` HFADpou ,n 3 iO I RN OF AXED/FIXED OR FIXED WITH OTHER WINDOW (UNDER SEPARATE Z n r I I APPROVAL) TYPES IN MODULES OF 7W0 OR MORE WINDOWS USING � � I MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. rn W oo m �r LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL 3 I I 3 I I APPLY TO ENTIRE SYSTEM. GLASS D.LO, DIMS. AHJ TO REVIEW SUCH APPLICATION'AND VERIFY TRIBUTARY LOAD D.L.O. HEIGHT WINDOW HEIGHT - 3.625' AND END LOAD ANCHORS. D.L.O. WIDTH a WINDOW WIDTH - 3.625' WIDTH WINDOW WIDTH WINDOW WIDTH WN - { DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. o I I I THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE -Fd I z % REQUIREMENTS OF THE 2014 (5111 EDITION)/2017 (6TH EDITION) FLORIDA m BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). °'i< i s 3 16Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. I DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS • • Li i • • T%THE BUILDING STRUCTURE. THESE WINDOWS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. in 0 m • • • • • • • • • ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS SHUTTERS ARE NOT REQUIRED. m o- WINDOW 1 1 WINDOW WIDTH* •• 1MNDIw VWTF• ••• •TWD INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ^ $ •• •• ••• •_•• • • IAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOA ,```1111111111/T��'/' m °c� � D DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � JP.D�'I... �� q ALL SHIMS TO,BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE Ap MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT = r COAI.if� INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ;��-;� • : •• ••• ••• RIQUIVMENTS OF THE 2014/2017 FLORIDA BLDG.•CODE&ADOPTED STANDARDS. • • • •• • • TMS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION $ 8 • • • • • • • ••FOR A*SITE SPECIFIC PROJECT, I.e.-UFE SAFETY OF THIS PRODUCT, ADEQUACY 0•.• OF •(S/� drowing no. • •! !! • OP STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR W1 7_27 ALLOWABLE LOADS FOR ALTERNATE SHAPES SHOWId•ABOVE 0I�SIM CPSJ BE •••WATQ2 INFILTRATION RESISTANCE ETC. i� A RIO�''�� VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, � MAL AND SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. AND TO BE REVIEWED BY BUILDING OFFICIAL. /� �� sheet 1 of 8 111 AL ••• • • • • ••• • • • • • • • • • • • • 0 3/16'TEMP.CUSS u18, N 5/16'AIR SPACE ♦n 54 3/16Y HFl r-STREN D CLASS, TJ, ,• �;_ 3/16'HEAT STREN'D.GLASS t n � or � a sr+1 a T rosdal t1" ^' 090'Interlayer N I >; } �- ByR.kurofoy Arilerlca Ino Trosifol PV13 4 i Ryr By 'kurcray America. Inc.' } Flt s s 0 , x3/16 HEATTSTREN'OJ:" Q o o 3/16'HEAT STREN'D. GLASS ty 2 iIIiII e ms 5 i I!:i i!si 0 4A iii III II! SILICONESILICONE3 SILICONE DOW CORNING 899 DOW CORNING 899 DOW CORNING 8991! 3 5 0OOa o f1�q¢7 oS b z a �+�-k� �! II 11 �` '�. � `�• I I I I I: I I I j j l !I !j �y�� n a. CII •fJ1`it �!�! 9 4 �i I I y I° I 9 Q W In o6 A .s w CARDINAL XL z CARDINAL XL ED y o m e ER ST. STEEL ST.�Q ER p O AT 1/4 POINTS 6 AT 1/4 POINTS fi~ AT{j4 POINTS,ON'LTTES 7 AT 1/4 POINTS ON UTES g ALL SIZES W ALL SIZES _ N A ';"�i2 y .t W10ER;TtWt 36,E ONLY,: WIDER THAN36'ONLY v N GJASS TYPE '92i' GLASS TYPE 'G2' 3 J � 7/16'OVERALL LAM.GLASS 15/16'OVERALL INSUL LAM.GLASS - O w z vi0 Appraw:d mm •nn wig,d. � PI. a ` 3/16'HEAT STREN'D.GLASS [Taredatol 7-61T-( fA NOAH t'T-pf. -01 5/16'AIR SPACE Mims On&Pyr CamW toM 3/16'HEAT STREN'D.CLASS t ` .tom . 3/16'HEAT STREN'D. GLASS gy�Sk-+1�.`4�•�� 0 OM ul o Co 090'Interlayer I SentryGlae 090' Interlayer Z 3 ice' By'Kuraray America. Inc.' SentryGlas By 'Kuraray America. Inc.' I I Z 3/16'HEAT STREN'D.GLASS N J 3/16'HEAT STREN'D.GLASS W-w w m 2 m 2 m z wSILICONE v�� SILICONE DO CORNING 699 1. SILICONE DOW CORNING e 3 '. j; DOW CORNING 899 m ] 3 is is 38 DOW.CORNING 899 ;a � j,j: 0 5 u ij jl it m I: I: NG 899 V 3 5 m II ! I! m ii II II II I� jI !j 11 !I Lf NAL XLo: CARDINAL XL rc o ° EDGE CARDi SPACER W EDGE SPACER C (o I.r. ST. STEEL t Sr. STEEL o¢ F �,1 O AT 1/4 POINTS L] AT 1/4 POINTS ON UTES 7 A7 1/4 POINTS ON LfrES 8 AT ISI POINTS g 7 ALL SIZES ALL SIZES r WIDER THAN 36'ONLY •• ••• • • `WIDER=HAI 36'Q1JY • • • • • • • • • , * o o' GLASS T%E 'Gl. ••: : : :•: •• GLASS TYPE 'Gli g 7/16'OVERALL LAM.GLASS/ • • • • • • • 15/16'OVERALL INSUL LALL GLASS aatt11111lf f/y so see so GLAZING OPTIONS •0 ••• •• ••• • • • • •• • • • • • • • * GP • WWW drawing no. NOTE ��it` ` W17-27 EXTERIOR PLY OF GLASS TYPE 'G1I' MUST BE TEMPERED �i`rS TO QUALIFY FOR SMALL MISSILE IMPACT LOCATION. � �ONAL111�� sheet 2 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r DEBLGN LOdD _ -PSF DESIGN LOAD CAPdCffY-PSF DffitGN fAAD CAPACf'IY-PSP 4 W GI.A93 TYPE GILA4 tRPE GLASS TYPES GLASS TYPE GLASS TYPS OLAS9 TYPES (uss T"s GL199 TYPB x W x r +,'RINDOIf•DD(B:"..{"C8 k.'G2t'_ 'Gi• 'G1T 1fmow DIPS. 'G2'k'G2l' •CI' 'c11' 1BNDOtf DD18. '02'k'G2t' Gi' Gft' WIDTH'-(W tFNCTi(l,)EXT.(+J. 1NL(- EXf.(+) 1M.(-) FM.(+) 1M.(-) WIDTH(W)1E11CTH(U EXL(+) 1NT.(-)-Ex-r.(+-)TiNu-) DR.(+) 1M.(-) WIDTH(W)LENGTH W EXT.(+) 1M.(-) EXT,(+) INT.(-) EM,(+) 1M.(-) 44• 75.0 75.0 80.0 90.0 75.0 105.0 24• 75.0 75.0 60.0 90.0 75.0 105.0 24' 75.0 73.0 80.0 90.0 75.0 103.0 O b 3 70• 75.0 75.0 50.0 90,0 75.0 105.0 30' 75.0 75.0 b0,0 90,0 75.0 105.0 30' 75.0 75.0 80.0 90.0 730 103.0 r B •/y°�. W h 36' 75A 75.0 80.0 90.0 75.0 105.0 36' 75.0 75.0 80.0 90.0 75.0 105.0 36• 75.0 75.0 75.0 75.0 i p• 42" 75.0 75.0 60.0 90.0 75.0 105.0 42• 75.075.0 60.0 90.0 730 105.0 42• 108' 75.0 75.0 75.0 75.0 - o O 46• 75.0 73.0 60.0 90.0 75.0 105.0 48 J8, 75A 75.0 75.0 75.0 - - 48" - = 75.0 75.0 = _ ;'. w '(1` 0 w O 42' 66.7 66.7 75.0 75.0 - - S4• - 75.0 75.0 54• 73.0 75.0 60.0 90.0 75.0 105.0 34• a '•" ' �, C BO• 75.0 75.0 50.0 90.0 75.0 105.0 60' - - 75.0 75.0 73.0 75.0 - - ,., b S�S,.;'4aq xir 0 F y 83-1/4' 75.0 76.0 60.0 90.0 730 1D5.0 83-1/4' - - 75.0 75.0 - - 24' 75.0 75.0 80.0 90.0 73.0 103.0 :_tt; 0 t�1 88• 75.0 75.0 60.0 90.0 730 105.0 66' - - 71.9 71.9 - - 30• 75.0 75.0 B0.0 90.0 75.0 105.0 G 72' 730 75.0 60.0 90A 75.0 105.0 72' - - 65.9 85.9 - - 38' 114' 75.0 75.0 75.0 75,0 0 0.O pppHppp 24' 730 730 80.0 90.0 730 103.0 24• 75.0 75.0 80.0 90.0 75A 105.0 42' - - 75.0 75.0 - - 0 i) 3p• 75.0 75.0 80.0 90.0 75.0 105.0 SO• 75.0 75.0 80.0 90.0 780 IOU 48' - - 75.0 76.0 - - Q: O 36' 73.0 75.0 D0.0 90.0 75.0 105.0 36' 75.0 75.0 80.0 90.0 75.0 105.0 54'- - - 75.0 75.0 - - ; � LL Z y o 42' 75.0 75.0 80.0 90.0 75.0 103.0 42' 75.0 75.0 80.0 90.0 75.0 105.0 24' 75.0 75.0 80.0 90.0 75.0 105.0 J 00 a 48• 75.0 75.0 75.0 90.0 65.6 91.9 46' 75.0 75.0 75.0 75.0 - - 30" 75.0 75.0 75.0 75.0 - _ 4e 66.7 66.7 75,0 75.0 - - 36' 73.0 75.0 75A 75.0 w W 54' 75.0 75.0 75.0 90.0 83.6 91.9 54' 12p• - BO' 73.0 75.0 75.0 90.0 85.6 91.9 80' - - 75.0 75.0 - - 42' - - 730 75.0 - .•. 75.0 75.0 - - NOTE 83-1/4' 73.0 73.0 730 90.0 03.8 81.9 63-1/4' - - 75.0 75.0 - - 48' _ _ - - WIDTH AND LENGTH DIMENSIONS CAN BE 71,9 71.9 - - 54' 75.0 75.0 ORIENTED VERTICALLY OR HOR20MALLY 0 68' 75.0 75.0 75.0 90.0 65.6 91.9 66' AS SHOWN ABOVE. .,.� J 10 72• 75.0 75.0 75.0 90.0 65.6 91.9 72' - - 65.9 65.9 - 73.0 75.0 60.0 90.0 75.0 105.0 24' 75,0 75.D 80.0 90.0 75,0 105.0 J 50.0 90.0 730 105.0 30' 73.0 75.0 BD.O 90.0 75.0 105.0 DESIGN LOAD CAPACITY-PSF 38'' i x: 75.0 75.0 60.0 90.0 730 105.0 36' 73.0 75.0 80.0 90.0 75.0 105.0 GLASS TYP]IS GLASS TYPE GLASS TYPE 42' • �• 75.0 75.0 80.0 90.0 75.0 105.0 42' 75.0 75.0 75.0 75.0 - - 1TLNDOW DDf9. 'G2'k'G21' 'Gi' W 48' - 75.0 710 730 90.0 85.6 91.9 48' 90, 75.0 75.0 730 75.0' - - WIDTH(W)LENGTH(L)EXT•(+) 1M.(-) EXT.(+) 1M.(-) EIG.(+) 1M.(-) � W 54 - 710 710 - - 19-1/8" 75.0 75.0 80.0 90.0 75.0 105.0 D: 54• -'¢ 863 663 75.0 B7.5 683 81.7 54' - T1-- 60' 66.7 88.7 75.0 87,8 S53 81.7 80' - 7&0 75.0 - - 25-1/2• 75.0 75.0 50.0 90.0 75.0 1 M fA(O 63-1/4• 1 66.7 68.7 75.0 87.8 56.3 81.7 63-1/4• - - 75.0 75.0 - - 32' 38-3/8• 75.0 73.0 80.0 90.0 75.0 105.0 F 3 L p1 m 00 66.7 66.7 75A 75.0 - - 86' - - 71.9 71.9 - - 37' 75.0 75.0 80.0 90.0 710 103.0 0 00 M 7y 88.7 88.7 75.0 75.0 - - J2' - - 66.9 65.9 - - 53-1/8' 75.0 75.0 80.0 90.0 75.0 105.0 o Z 3 m 24' • 75,0 75.0 BOA 90.0 730 103.0 24' 75.0 75.0 80.0 90.0 730 105.0 63' 75.0 75.0 80.0 90.0 75.0 105.0 Approved m mmplyi0g with iln p�1 3 ' 3p• 75.0 710 80A 90.0 75.0 105.0 30' 75.0 75.0 80.0 90.0 75.0 105.0 19-1/B' 730 73.0 80.0 90.0 75.0 105.0 Flor[da BuiWi Code v1 Z Data 1D 2G -1 W_ tv J v 36' 75.0 75.0 60.0 90.0 75.0 105.0 W. 75.0 75.0 80.0 90.0 75.0 103.0 26-1/2• 75.0 75.0 80.0 90.0 75.0 1010 .jippy IS•O( (,)NW 42• 75.0 75.0 80.0 90.0 75.0 105.0 42' 75.0 73.0 75.0 73.0 - - 32' 50-5/8' 75.0 75.0 80,0 90.0 75.0 1030 MiaOi Dade Produec Co(Wrol N Lf m m 48' �, 75.0 75.0 75.0 90.0 616 91.9 4d• 98, 75.0 75.0 75.0 75.0 - - 37' 75.0 75.0 80.0 90.0 75.0 105.0 - [iy (1 K' B47 88.7 75A 87.8 583 87.7 S4' - - 730 75.0 - - 53-1/8• 71,1 71.1 75.0 90.0 82.2. 87.1 60• 80.0 50.0 75,0 75.0 - - 80' - 75.0 75.0 - - 63• 71.1 71.1 75.0 90.0 62.2 87.1 83-1/4' 60.0 60.0 75.0 75.0 - - 63-1/4 - - 75.0 75.0 - - 19-1/8' 75.0 75.0 80.0 90.0 75.0 105.0 66• 60.0 B0.0 7S.0 75.0 - - 66' - - 713 71.9 - - 26-1/2• 75.0 75.0 60.0 90.0 75.0 1030 72' 60.0 1 60.0 75.0 75.0 - - 24' 75.0 75.0 80.0 90.0 75.0 105.0 32' 83• 75.0 75.0 80.0 90.0 75.0 1 105.0 0 75.0 730 80.0 90.0 30 75.0 1010 " 7&0 730 60.0 90.0 75.0 105.0 37' 73 0 0 75.0 80,0 90. 730 103.0 o 24• � 3p• 75.0 75.0 80.0 90.0 75.0 105.0 36• 75.0 75.0 75.0 75.0 - - 5}f/B• 87.8 87.8 75.0 89.3 59.3 83.0 - 35• 710 730 80.0 90.0 75.0 705.0 42' 75.0 75.0 75.0 75.0 - - 63" 57.1 57.1 75.0 75.0 21 42' 76.0 730 BOA 90.0 75.0 105.0 46• - - 75.0 73.0 - - 19-1/6• 75.0 75.0 80.0 90.0 75.0 105.0 0 102' 75.0 75.0 - - 26-1/2' 73.0 75.0 50.0 90.0 710 105.0 48• B6, 730 75.0 75.0 90.0 65.8 919 54' - - 54• 66.7 647 75.0 75.0 - - 60' - - 75.0 75.0 - - 32' 74-1/4' 75.0 75.0 80.0 90.0 75.0 1010 n 831 4• A. - 75A 75.0 - - 37• 73.0 75.0 80.0 90.0 75.0 105.0 w u fA" 110.0 60.0 73.0 75.0 - - / 63-1/4' 56.9 SB.B 75.0 75.0 • - 246• • • •75. 5.0 80.0 90.0 730 105.0 53-1/8• 67.8 67.5 75.0 75.0 0 _• _ • • • • •7•.S 790 80.0 90.0 75.0 1050 63• - - 76.0 710 - o 6g• 54,5 54.5 71.9 71.9 •� • f • _ _ 72• - - 71.9 71.9 36�f • 75. 0 75.0 75,0 19-1/8• 75.0 75.0 80.0 90.0 75.0 105.0 ` ' \\\\11111w11�1,// C 24• 76.0 75.0 60.0 90.0 75.0 105.0 42' 75.0 75.0 75.0 75.0 - - 28-1/2'. 75.0 75.0 80.0 90.0 75.0 105.0AH 26-1/e 30• 75.0 75.0 80.0 90.0 75.0 105.0 W. - - 73.0 73.0 - - 32' 96' 75,0 75.0 110.0 90.0 75.0 105.0 y,'•V,OEiW$F'........ 2r 4 103-i/4• 75.0 75.0 - - S7• 75.0 75.0 75.0 75.0 38' 75.0 730 80.0 90.0 75.0 105.0 5,V - - •• No.7� - 1 42' 75.0-. _75.0 80.0 90.0 •75.0 •000 60•• ••• - - 75.0 75.11 - - 53-1/B' - - 75,0 710 - - - 48' 710 710 710 90.0 .8 1.9 6301 4' • -• •_• �A 75.0 - - 83' s4' 72' 647 6&7 1 75.0 T - • • • • •• • • ••• 60.0 60.0 75.0 •• • • • • • • • 'TE- 1. dr01 7 27 63-1/4• 36.9 54.9 Js.o - • • ••• • NOTE: /%/ •'•• Df'"•'6��` W /-G7 68• - - 71.9 BASED OGLASS �ASTMSE1000H09 (3IS ESEC.ET RGUSTS). \7y 53.9 - /t 1111111\ sheet 3 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V 1' ',TYPICAL A14 RS s;i < a5'..�!I('1I.• TYPICAL ANCHORS FI IIi MMSIAMI-DARE COUNTY APPROVED I�II mc8 TYPICAL ANCHORS SEE EUEV EDGE DIST- SEE ELEVS -SEE ELEV. FOR ACING i FOR S?,kONG METAL FOR SPACING _________________ ,STRUCTURE E HORS UWON& M EDG ULLION EE SEPARATE NOA EDGE EDGE DST. i ZatY dO I Dgl 3wJ `• pp - S N 0 Q \ �LL 04 2 TYPICAL ANCHORS 16 zSEE _o- y:. FOR SPACINGE I x q# jIItI WOOD SUCKS AND METAL STRUCTURE NOT BY ECO WDW. W MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM f L �( II 11 a y AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE EL.EV. FOR SPACING o J m y >r, ` _ -�.'T ri� `'ss it I n>`Y- Y_ 0 - R SYODESTRUO W .. Kr S �xr r 11 jl - b t 4r/.3wMIN:fWENWT4, 0"W DM .EAD Sh 1BS 8 1- niU'h�Y'sUctcs'iN{Yoc ..INT s�� sgN Nr N'O GP} ��r�4 11�'r �MINn EMBED'JNyO 71' SwONRIx,�JAM85). j O o n R 3 ti�°y DLRECTLY INTO CONCRETES O°D 1=•1/4 MIN.,`EMBED.INTO CbNC[tETE (HEADfSI JAMBS o Z_3 m x�1s 111 9x � ,W,� r j?�II !a 1-3 4".MIN: EM9E0 I 0 FILLED: LOCK' IAMBS "''- M X P• W N J n e.4 II II 1d SMS OR SELF DRIWNG SCREWS (GRADE 2 CRS) 0-p Tr+ f jq�ll Ilf Apno+mil e,Knplying with Use INTO MWMI-DADE COUNTY APPROVED MULLIONS W m: '�:, h Y 11 /a II II Florida Buildm$Cocke OR Dare toIz611-1 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 1 v a�w�1 i z i! II II NOAH 17-oGlc-oI 3 THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE Munni Dade Product Caotrot ( ) xALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) By 1"t., STEEL:- 1/8' THK. MIN. (Fy = 36 KSI MIN.) } 4 au€� r av -11t It s' (STEEL IN CONTACT WITH.ALUMINUM TO BE PLATED OR PAINTED) it 3 s,> ��` °{ x h II II i r s sa43' '`2¢i o b 6ONC D ON Y ,a1,•, ""� la;I! $II jl .' INTO WOOD STRUCTURE 1 MIN. r It•�II u ti INTO METAL STRUCTURE = 3/4' MIN. PROPERLY SECURED '> I °I I,� • •i ,• r t10TWucK W000 AT HEAD, SILL OR JAMBS SG= 0.55 MIN. m ,. �EE• � 1) CONCRETE AT HEAD.SILL OR JAMBS f'd a 3000 PSI MIN. 0 m a ySy„4 'k-fi II 1 I I i r, •1 •� • • • = C-90 GROUT Flt lrn BLOCK AT JAMBS fm 2000 PSI MIN. °g � •, • ".•. � ••• • �N 11111 • • k. • • • `al` t ,s `•`r'� ;,�*, •,.1 •;,. •• • • •• � I `��p9•AMdf1 fix, x �P:ucF1+sF'••.. � � � s '; y : a. r � t3 • I drawing F1N. i • •. ..• _. I. A OF g no. ' • •i- •*,FOR SPRCIN!'a• .' ♦v.• • •TYPICAL ANCHORS ` r�-7 tte(i 4a' ya �,W�.`• ': '• ,. • r,. • ••• • SEE ELEV. '�� Or' W1 /�7-G/ FOR SPACING •`�`�`�\� { ^�d.�>%rb.�` '•-. k �•'P� _ - '' EDGE DIST EDGE DIST- Illff IIIIAII` sheet 4 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J a U s N o n TYPICAL ANCHORSSEE Z �• 3 FOR SPACING O k 1/4'MAX. MAX.. SEE ELEV' RS )"yI SHIM ©. S4� 1 E F1CHORS 1/4E'll -SHIM FOR SPACING =3 �� _SP NO d 5 0tag � - Cao< 1 QN—d l $ G t { Q -- .�_ y — - ........ 1 p 4.zo_ : 1 WOOD METAL p f' ck R Q W 01f F STRUCTURE + _ 5r - ;, w WOOD MUCTU • - r - - 1 EXT. = N O EXTERIOR U n: JJ D:L:. OPG.- - ++ '• TYPICAL ANCHORS g WOOD•eUCI�C�S'. 1 _ 1/4'MAX. SEE ELEV. NE 2 - SHIMS ,;. FOR SPACING w W X L a z � 3 �LM 0 O M I coA 2 MIAMI—DADE COUNTY '� Z i APPR•D CLIPPED MULLION TYPICAL LLIn TYPICAL ANCHORS y:':• - I o SEPARATE NOA AHJ �VEWFY ADEOUACY7_ SEE ELEV. •.; Q N J.% OF END LOAD ANCHOR-S!// FOR SPACING p L)W W Ld vT cooL II II 2 EXT. �I I� PROPERLY SECURED • ,' I I 1BY WOOD BUCK 4 1 (SEE NOTE SHEET i) R 1 I cR 0 ........................ II II C g Appmed iBt the Florida BuD � din Cod. w t-x►� 1 I .._.._.._.._.._.._.._.._.._.. Date 10 II II _J1 Mi®tiucl Control .. • . . . • • • • By ' a • E;ERIOM • • • • • • •• • • • • ••• • AEDMOTH 110 • �`p`111111...... ECO FD(ED WINDOW ECO nxED WINDOW �� Y.• •uCENbE` ;V i o •e OR NW APPROVED WINDOW OR NOA APPROVED WINDOW ' 70592 • • • A OF • drawing no. ••• ;• ••: ••• �,'�S . o W17-27 p ��T111111111111 sheet 5 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 3313 ITEM PART/ QUANTITY DESCRIPTION YATLR111, 1LANF./SUPPLIER/RRIf1RYS �v U ' 1 E351 4 WINDOW FRAME 6063-76 N .078 2 E352 4 FRAME COVER RIGID PVC - ^• 1,ppp 3 E353 4/L71E GLAZING BEAD(IAM. GLASS) 6063-T6 - Z q W 3 1.813 L 875 34 E355 4/LITE GLAZING BEAD(LAA.GLASS) 6063-T6 - }pk 3B J8 X 1-1/4' AS READ. BEAD FASTENERS,AT 5'FROM ENDS h 13'O.C. MAX. ST.STEEL FH SMS 4H 4 E354 4/LITE GLAZING BEAD,(INSUL LAM.GLASS) 6063-T6 - 0 Q 0 '(p 0 0 .3 V 4A - 4/LITE GLAZING BEAD(INSUL LAM.GLASS) 6083-TB - a C 1.987 5 - AS READ. EXTERIOR GLAZING GASKET VINYL DUROMETER 7015 SHORE A tZ a ,6 #10 X 1-1/4' 2/CORNERASSEMBLY FASTENERS ST.STEEL HWH SMS C O1 WINDOW FRAME 7 - 2/LRE SETTING BLACK AT 1/4 POINTS(IATA.GLASS) EPDM DUROMETER 8015 SHORE A V p m 8 - 2/LITE SETTING BLOCK AT 1/4 POINTS(INSUL LAM.GLASS) EPDM DUROMETER 8015 SHORE A O d G Q Wyo� 050 9 FAB-50 AS REQD. G1A55 SPACER -1/8'HIGH SILICONE FRANK LOWE q Z O p .375 K ImmPbaB with the LL Z U) �_I--1.236--I fLwW TWBdinSC& .I 3 SO� L" NCIA�'oi Q W W g O2 FRAME COVER 6 Miami Dade Product Co1m•tL By -+�.635r .675 r I I J .803 •O .813 'I If �f /�v,7, � -4-.078 !� c W 1.004 u 0 GLAZING BEADS (LAM. GLASS) .135 r .750 r T I .050 .81'3 P. 0 cV 7 --II—.07e Lu mw 1.004 1'LONG V-GROOVE WELDS O O ER4043 ALLOY GLAZING BEADS (INSUL LAM. GLASS) i 8 U� , uti RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS By •• •••• • • • • • 0e • • • • e • ••• a • a • •• • • • • ••• • \\\11111111TTA7j/ �c� •• ••• of: • • • •• 841 of of • • • •• • • • • • • • of• • • OF �� drawing nof. S \\ foe - ��A�OINALj11\\ sheet 6 of 6 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I-DADE MIAMI-DA-DE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems,LLC 8502 NW 80 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER 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. OES.4�I.PTI01'_l:.�Ser-ies�"Eco_Cuard t20U"`�1,I'um_�n�uin:Horiiontal Ralhng tiVrnc}ojv.—L.�:I: APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series-200 Alum.Horiz.Rolling Wdw.(L-M.I.)"sheets 1 through 7 of 7,dated 02/24/09,with revision F dated 10/19/17,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and t1 eitrhgs been no change in the applicable building code negatively affecting the performance of ibis pfgduct. '••••• TERMINATION of this NOA will occur after the expiration date or if there has begp•�,revisibar{hange....;. in the materials,use, and/or manufacture of the product or process. Misuse of thio"Q.Q.as an endorsement, of any product, for sales, advertising or any other purposes shall automatically terrai kUe this NOArFailure, • to comply with any section of this NOA shall be cause for termination and removal ofoNdA. •••• ••••• ADVERTISEMENT: The NOA number preceded by the words Miami-DaaN Mnty, Vler"laa, and followed by the expiration date may be displayed in advertising literature. If ariy porgon of the.NOA is • .•• displayed,then it shall be done in its entirety. • ; 0 .•••:• 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 Batlai;g Offirm.•. This NOA revises NOA#15-0728.05 and consists of this page 1 and evidence pages E-1,E-2 an(ft4,as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao,P.E. No; x.23 hitarawaoeoourmr paps fZo/�i Expiration Dxtt. Niay 27,2019 ' Approval Date:•January 11;2018: t Page 1� Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SU13NUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09--0312.08) 2. Drawing No W09-12,titled"Eco-Guard Series-200 Alum. Horiz.Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09,with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635,dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA#14-0317.01_) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering &Testing, Inc.,Test Report No.HETI-08-2226A,'dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. - Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked--up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,jht',•Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealer by'Gandido V'Font, •••; • P.E. (Submitted under•�Q09-0W.1.2.0$) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading pw. BC TAS 202-94 • along with marked-up drawings and installation diagram of a XOf£ajuminM •• horizontal sliding window,prepared by Hurricane Engineering&&sting,inc',`Test '•:••• Report No.HETI-08-2227, dated 01/15/09, signed and sealed FAVIdidA;,tQnt, ;;;;;• P.E. (Submitted under&j"#09-0312.08) •; S�fGn� Z�i�v Sifang Zhao,P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27,2019 , Approval Date: January 11,2018 E- 1 i Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: • EVIDENCE SUBMITTED B. TESTS (CONMUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-08 2228A,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228B,dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0312.08) 7. 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-08-2229, dated 01/15/09,signed and sealed by Candido F_Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing, Inc., Test Report No.HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted 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 •••• 0006:9 along with marked-up drawings and installation diagram of a X()%alumin *00 horizontal sliding window,prepared by Hurricane Engineermi&�SgSting,Inc.,Test • Report No. HETI-08-2230B, dated 01/15/09, signed and sealed b}Candidpf.Font, • P.E. (Submitted underNOA#09-051?08) ...... . .. ..... . . . . . ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying v1ith FBC 51' 6090:4 Edition (2014),dated 07/08/15, complying with FBC 61b Edition j3Q17),dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealedily JA.vad A Wd,P.E.• • 2. Glazing complies with ASTM E1300-09 Sifang Zhao,P.E. Product Control Examiner NOA No.17-1102.23 Expiration Date: May 27,2019 Approval Date: January 11,2018 E-2 I { 3 1 _ 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS conformance, complying with FBC 5t" Edition (2014), with Editi` n Z 1 4. d of no financial interest, dated October 12, 2017, prepared by Al- ... Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems,LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window-L.M.I.", approved on 09/03/15 and expiring on 05/27/19. 0000•• •• • 0000•• • 0000•• • • • 0000 •• • • • 0000 • •• 0000• 0000•• • •• 00000 •• •• 0 0.0 0000 • •000•• • • • • • • • • • • 0 00.00 0.000• • • 0 • • • 0 • •0000• 00 • •0 • • • 0 • 0 •0 • F�� Zhu Wang Zhao,P.E. Product Control Examiner NOA No.17-1102.23 Expiration Date: May 27,2019 Approval Date: January 11,2018 E-3 111• 2)ANCHORS AT MFG.SDLE ENDS TYP. U C ' 4 WINDOW WIDTH (4)ANCHORS READ.FOR SIZES AND LOADS N z, i. 1�,�J.;Jau WINDOW IWID'iN t - w MARKED WITH'''ON SHEEP 2 ONLY y.- • t r i r^'it��°` 1; MAX. 10 5/8'MAX. HEAD4•��••---- y 3 1/2' NERS f HEAD/SI .i sT°sp f %3� f p•i HEAD/SILL A CORNERS 11` �a 0 CORNERS Ps < a r N c{11�= _�I1I ❑ILI�n �?N = r � c jf ,,i�.;y {, i.• Il -(�._ C �1 __ ly, 7 /j I� p it /� I� /� g E I -,0 Q K CC ij L_Ll l i •/ - 4 I I I I Q �A-N '!1 GyBt�^`� T+�` II�II•M It II M z a= i •i 3 t'I'.I�,yi 4{ ° , 3 L V ;n FAISE-, U...bN3r . =•31 /4' jam^ 32.3/4 (� FALSE MUNTINS 32 3/4' 32 3/4' 'ECO-GUARD SERIES-200 7- (SURFACE APPLIED) MAy � g� DLA OPG. DL::OPG MAY BE USED D.L.DPG. D.L.DPG. ALUMINUM HORIZONTAL ROLLING WINDON w 36 7/8' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER w VENT WIDTHCHARTS SHOWN ON SHEETS 2. TYPICAL ELEVATIONS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE 3 m COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLUNG WITH OTHER 0"0"1 n WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING ❑m MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. Z 3 m THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ?i Z SHUTTERS ARE NOT REQUIRED. TO QUALIFY FOR SMALL MISSILE IMPACT RATING WILL APPLY TO ENTIRE SYSTEM. 0 0 EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE W M REQUIREMENTS OF THE 2014(5TH EDT110N)/2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). O 1/8'HEAT STREWD. GLASS- 1BY OR 28Y WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 5/16'AIR SPACE TO THE BUILDING STRUCTURE, 1/8 HEATi 'HEAT STREN'0. CLASS 1/8'HEAT STREN'D. GLASS ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS _1/8 $TREN D GLASS _ AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 0 0.dnfnday°er 090'Interlayer 090'Interlayer MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. e IrosITOI FVBI r t t 0 SentryGlas Trosifol PVB A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0 12 �,! r..Ksro �AmeFkolna, By'Kuramy America.Inc.' 'Kurara America.Inc.' +Z`'•��} ✓A �, � � 8'HEAT STREN'D.GLASS � y ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE n + 1/e HEAT_STREN D G i/ 1/8'HEAT STREN'D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/IAETAL SCREWS.THAT COME INTO CONTACTWITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SWCONE y CARDINAL XL REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG.CODE h ADOPTED STANDARDS. X ySIUCONEr ,- DOW.CORNING 899 DOW CORNING 899 EDGE,SPACER THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION in t>s i CE'SCS 000 GE SCS 2000 ST.STEEL # 4 FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY o $ + ""Y'�[,�} 'i m • • • • • S e➢ OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR m e 6 e SIUC3 &., .,�` y I • • • • • •� y DOW 8 E WATER INFILTRATION RESISTANCE ETC. DOW 899 u o u x f^� .,, j • • • • • •. i I I I CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, s'a. w I sTf� 2��. ^t ;:. • • • • • ••• `�A i I AND TO BE REVIEWED BY BUILDING OFFICIAL Ill 11 if �......... � i JGEN�. PR(nUCTR�-W:SED 70592 ,f 10(. r._ r r 10 • _ ••: ••f ••• g - �1-I C ::n lla Florida 1 ,� .r �r.=�: • • ',.,..A • • Ave;.tsnce No , 5+ ,fit' :AT;{/4 POJNTS ON LITES • • • AT•1 4 PO ON yu ro •• • • AT 1 4 POINTS SETTING BLOCKS AT _ • • LY 29 / LAM.GLASS AND INSUL LAM. GLASS n`P'rflr 1�10�5. L9 OF '. � drawing no. 1 _WIDERLTWW 6',ONLY• W :,A1 '.ON • • • ALL SIZES � • •• NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS I '�� pP,: �� W�9-12 Y Ya x' y r •GLA TYPE • ••• • GLASS TYPE 'C' Mown;DmieP,adZcL ar a iSs� �`� i l 7 GLAZING OPTIONS �r 4AIAL \t`\ sheet 1 of 7 Innll\ • • • • • • • • • • :;c?:pPS7GIik1AA1S,CAPACITYI DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) m{�� N «W O HEDiF:" WITH IGDNF. if/O ENNF. R1YH REM. W/O REINF. lfl7'H RHDIF. ; �r GLSS TYPE GLSS TYPE GIdSS TYPE S' TGLASS TYPE, GLl89 TYPE GLA39 TYPE GLASS TYPE GLASS TYPE GIASS TYPE OW;D• A•.,....,� 8. C• WINDOW DIMS. A, .A. .E• C' WINDOW DIMS. e. .E. 0. Z EXT(+) INT.(-) .(+) INT.(-) �.(+) INT.(-) WIDTH HEIGHT EXT.(+) INL(-) EXT.(+) INT.(-) EXL(+) INT.(-) WIDTH HEIdiT A EXT.(+) INL(-) EXL(+) IM.(-) EXL(+) 9R.(-) 0 :;;WIDTH .HEH:N7' - SF2i 28-1 2' 4 70.0 80.0 80.0 90.0 70.0 a0.0 74' 26" 9 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 Q IL X a1 37• 2g• 4 70.0 80x000. `.-0-0,..00-0 0 80.0 90.0 70.0 80.0 106-1/4• (3) 12 70.0 50.0 80.0 90.0 70.0 80.0 10B-1/4• (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 G �QF U 53-1/8• (3) 8 70.0 0.0 70.0 80.0 171 12 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 +% 74• B 70.0 90.0 70.0 80.0 74' 39-3/8' 9 70.0. 80.0 80.0 90.0 70.0 80.0 74' x_3/8. 9 70.0 80.0 80.0 90.0 70.0 BO.D C 28-7/2" 4 70.0 90.0 70.0 80.0 106-1/4• (4) 12 70.0 80.0 80.0 90.0 70.0 60.0 706-1/4• (4) 12 = = 80.0 90.0 70.0 80.0 0 y n 3T 84-3/B",y 4 70.0 90.0 70.0 80.0 111" 12 70.0 80.0 g0.0 90.0 70.0 80.0 117• 12 80.0 90.0 70.0 80.0 (� �T d 5317/8' ".'•(4):;--:4 6 70.0 90.0 70.0 80.0 7+" 50-5/8• 9 70.0 80.0 80.0 90.0 70.0 80.0 74' 50-5/8• 9 70.0 90.0 80.0 90.0 70.0 80.0 O a SQ 74•,_ -:8 70.o 90.0 70.0 80.0 106-1/4• (5) 12 70.0 60.0 80.0 90.0 70.0 80.0 (5) 0�J�IyZ8u$ 26-1/2' 4 70.0 a0.0 8. 90.0 70.0 80.0 111' 12 70.0 80.0 90.0 90.0 70.0 80.0 74' 83• g 70.0 70.0 80.0 90.0 70.0 80.0 Q 5 6 37' 50-5/8• 4 70.0 80.0 80.0 90.0 70.0 80.0 74" 9 70.0 70.0 B0.0 90.0 70.0 80.0 (6) 5 53-i/a• (5) 6 70.0 80.0 80.0 O 6-1/4' 63" 72 70.0 70.0 60.0 82g 70.0 80.0 72' 9 70.0 80.0 80.0 90.0 70.0 80.0 Z o-�� TESTED AREA= (e) 74• 8 713.0 80.0 80.0 90.0 711• 12 70.0 70.0 80.0 60.4 70.13 80.0 84" 24' 8 70.0 a0.0 80.0 90.0 70.0 80.0 Q w m f 38.375*74/144= 9 70.0 80.0 80.0 90.0 70.0 80.0 98" (3) 12 70.0 813.090.0 70.0 90.0 O 28-1/2' 4 70.0 80.0 80.0 90.0 72" _ S7• 63" 4 68.9 77S 80.0 ap,0 19.7 SOFT 64• 24• 9 70.0 80.0 80.0 90.0 70.0 80.0 108' 12 70.0 B0.0 80.0 90.0 70.0 80.0 53-1/b• (6) a 7o.0 7o.0 80.0 90.o DESIGN AREA= 96• (3) 1z 70.0 60.0 90.0 90.0 70.o bo.o 72• 9 70.0 90.o s0.o 9o.p 70.o eo.o 74• 8 70.0 70.0 80.0 60.4 25.75*76.75/144= 1o8• 12 70.0 80.0 60.0 90.0• 70.0 90.0 84' 36" 9 7D.0 80.0 90.0 90.0 70.13 90.0 J 24• 4 70.0 80.0 80.0 90.0 13.7 SOFT 72 9 713.0 80.0 80.0 80.0 70.0 80.0 96' (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 TESTED AREA - 80.0 90.0 70.0 80.0 yj 36• 4 70.0 80.0 80.0 90.0 ] 84' 36' 9 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 W 4g• �3) 8 70.0 90.0 80.0 90.0 DESIGN AREA 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" W ep• a 70.0 90.0 80.0 90.0 OKAY TO USE 1�" 12 7o.0 80.0 80.0 90.0 70.0 90.0 64• ) 9 70.0 70.0 90.0 90.0 70.0 E0.0 7 72• 8 70.0 80.0 80.0 90.0 72• 9 70.0 80.0 80.13 90.0 70.0 80.0 96• 12 70.0 70.0 80.0 90.0 70.0 80.0 In o SUBJECT TO s 70.0 80.0 80.0 90.0 70.0 80.0 72• 60' 9 70.0 70.0 so.0 90.0 70.0 90.0 24' 4 70.0 80.0 80.0 90.0 84' 48' 36• 4 70.0 80.0 90.0 90.0 APPROVAL BY 98• (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 (8) 4g• 36' 8 70.0 80.0 80.0 90.0 BUILDING toe• 12 70.0 80.0 60.0 90.0 70.0 80.0 A- NO. OF ANCHORS;PER HEAD & SILL p 000M s 70.0 70.0 80.0 90.0 70.0 80.0 ( ) a NO. OF ANCHORS PER JAMB Z_ ci gp• a 70.0 80.0 eo.o 9o.o OFFICIAL OF 72• 3. 72• P. 70.0 80.o so.G go-0 JURISDICTION s4' so• a 70.0 713.0 80.0, 90.0 70.o so.o 3 z 24• 4 70.0 80.0 80.0 90.0 70.0 80.0 96' (6) 12 70.0 70.13 B0.0 90.0 70.0 80.0 O IVO ... 36' _ 4 70.0 80.0 80.0 90.0 70.0 80.0 709' 12 70.0 70.0 80.0 87.6 70.0 80.0 W W 06 m 48• 48 6 70.2 e0.o 60.0 90.0 70.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL (7/4W) (1/2W) (1/411 O gp• (5) a 70.0 80.0 80.0 90.0 70.0 80.0 ( ) a 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 24• 4 70.0 80.0 80.0 90,0 70.0 80.0 WITH (4) ANCHORS AT MTG. STILE ENDS 36• 4 70.0 80.0 80.0 90.0 70.0 80.0 y 4g• �• 8 70.0 70.0 80.0 90.0 70.0 80.0 G 41 `��' I gp- (6) s 70.0 70.0 80.0 90.0 70.o eo.o (1/3w) (1/3w) (7/3Pn OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH Y$ Bq R 72' 8 70.0 70.0 80.0 87.6 713.0 aO.0 i y C F raj G� U A N0. OF ANCHORS PER HEAD & SILL 'XOX' O - NO. OF ANCHORS PER JAMB NOTE: #MAX. LOAD FOR THESE SIZES IS -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE •• I AT MTG. STILE ENDS ° BASED ON ASTM E1300-09 (3 SEC. GUSTS) • ••• • • • • ••OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH AND FLORIDA BUILDING COMMISSION i ) ° • • • • • • + DECLARATORY STATEMENT DCA05-DEC-219 S w ♦ • •• • • • • ` i ; s •i i i i i • •• XOX' I�YM��i g r� • ••• •. • • •• �. JPS... d 7 � yP•v ENSF' ,. N ws az'ptdn iA;h i:u F1.6j. g s j • °°• • ERIOR + LOADS SHOWN ON THIS SHEET ARE 9uildiag Cx1e = * S 3 LEFT AND IG N(S`TOtBEOFE01jAC'`AV.DICO WIDW? • • • ( ) Ac pm=N01-110k;3 14 M 1 �x_ .•.• • •• • • FOR•WI=IDOWS WITH ADD-ON RISER AT FRAME SILL Expi;AtiosDate1R %p. ATE OF r j: Browing no. XO,ORi 0X' :i i• • • • • •RDR•STO. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF '.�'�` .,OR7oP•r'G�` WO9-1 Z • • • •°SEE SHEET 3 FOR DETAIL. mi..D.& '�is� pWAL �`�� 11111111111 sheat 2 of 7 • • • • • • • • • • ••• • • • ••• • • " I i rTa s, 9ai Br m 'v a" SEE ELEv qsr. _� WDOD BUCa�a� 4r FOR SpAQNG METAL O STRUCTURE MIAMI-DADE COUNTY APPROVED o Z ro 3 EDGE DIST_ MULLION &MULLION ANCHORS 8 SEE SEPARATE NOA e EDGE DIST. I .e7 f Z a as L�A Sys x t ) 0ctRaM, p�p 1s1��+1 y 9 < ✓� v O`{9 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. Q FOR SPACING FOR SPACING FOR SPACING LL Z z MEE WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o U AND TRANSFER THEM TO THE BUILDING STRUCTURE. � J i ad bi e, T TYPICAL ANCHORS SEE ELEV.FOR SPACING to � WEEPHOLES a IUTaernN BY =ELCo' (Fa m KSIFy',ssxlr W `i O �. W1 - 3/8' X 2-1/4" WEEPHOLES AT EACH END INTO 2bY�OOD"BUCKS OS'.WOOD STRUCTURTS� F + 33 � AND 37" O.C. MAX. 1 1/2" M1N tP,ENETI2ATK)N INT�O, WO�Di(NEAD/SL�rJAiBS / uj THRU-?BY+ UCKSIT)TOCORBCOCK �i -p � \f SEALANT: 1 1 4..MIN NCRETE (HEAD�.$ILL/ BS)` T�tM a / EtiBEDINTOCO 3 yap a ro ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1_1/4 MIN EMQ,INTO BLOCK (JAiJBS S mM N JOINT SEALER. i s +'3At , 0 +DIRECTLY INTO,`CONCREiE�OR BL G , Z 3 m .E?A6ED INTO CONG�tET (HEADJSI 'J S) 3 i ' 1-1%4'.-MI N:.EMBED,.INTO,:BLO0 N� 00 Ld - 14 SMS OR ¢ELF DRILLING SCREWS (GRADE 2 CRS) $ W m INTO MV1MI-DARE COUNTY APPROVED MULLIONS O OR L A INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE a ALUMINUM: 1/8'THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) o ' c `• .'. i (' ._ y,i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) 21 o c r 5� I �' I,ii' 14,5 18 TYPICAL EDGE DISTANCE ' .`;' m 3 ` !' 'Z:' INTO CONCRETE AND MASONRY ON, i2 1/2 MIN• • g ,�3hYe'iI �N ..- Cpm r 2a", INTO METAL STRUCTURE a 3/4' MIN. e.,' WOOD AT HEAD, SILL OR JAMBS SG -0.55 MIN. ��A F sr© �_ r 13 ,r i+ 0• -'• • a. • •• CONCRETE AT HEAD.SILL OR JAMBS f° 3000 PSI MW. 6-' • `� C-90 HOLLOW/FlLLID BLOCK AT JAMBS fm 2000 P51 MW. m °o W'" go Ap P All, •M +r "'' I _ 7059¢ PRODucr REVISEDt complying �.il` $- �° _ ..y:,Jy •• •• ,r5, ••' ast'N the Fleridx = •*- ' 1f ..� t� ?f`t ••♦ i • .• e • r> °.� .i t�uildiag Code - b .," X��Sa'i\ - 'iH• : y - • ." •v.. I TYPICAL ANCHORS '4Ptanac No �1 02.13 i •• � TE OF drowin no. •.i -•.. • 0J. WOOD BUCK SEE ELEV. Tixpirstior.Date 9 W099 �2 �$ jyr �7'i:'. y• (�R SPACING n• • ••• • FOR SPACING Uy-_$• � s •ORIO�; ``� i I ` f�' ro�, ;"i'.!v'T 1 a • "~• •'!wi Miami D e Product Conit°7 ////ANAL 3 of 7 j EDGE GIST. 11111111\ 1 I • UL) � w 1/4'MAX ley SWM 5 •WOOD'.B_.,S q 3 -IYPICM ANCHORS f"m • TYPICAL ANCHORS 1 :' .'. ?.•.. '. 17 - 'O , SEE` i S n i •y fOR SF CINGSEE ELEV. FOR SPACING -k 9 _ t O ti SCREEN OPT -r _ ` C a.C 7 QiO - rit$ 8 �• ; x z� 4 W ry STEEL REINFORCING -AS:REOD. -SEE,sHEEF,"2.F'OR CAPACITYe... STRUCTURE ..,u/•, K O U n 1/4'MAX. J VENT WIDTH VENT WIDTH SHIMS °D D.L.OPG. .r 1/SHIM O O D.L.. OPG. k. SEE S 4y1 2 8 7 fF-n W LL ANCHORS lY m to 17 V. �jj ACINGO5MnzNO o170 3 0 _._. .. ... .._.: ._ SCREEN O W __--SCREEN OPT _____ _ 20 7 6 17 OPG 4 11 12 STEEL REINFORCING D.L . AS REOD. EXTERIOR SEE SHEET 2 FOR CAPACITY fi WINDOW WIDTH cq _ TYPICAL ANCHORS XOX LAYOUT °s o OE ELEV. R SPACING o`33 yip •3 3 5511 MIAMI-WE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING _ • a •• ••• • • • • • • • • • • • • • ` 0 U D • • • •• • -__-___ 00* g • PRODLICTREV!BE.D {T No 70592 ••• • • .._.. • --------SCREEN OPT. 6.,,=COd.With t11.F!Orida I • • • '.•• • • A.mptmxeNo 1 1.y3 • 12'1_2.._ ATE OF ,y(y• drawing n0. i ••• • • • ••• ••• • Expiration Dat.n51 ss�L141q .,OR1Dw.•' \��` W09-1 2 i • • • WINDOW WIDTH WINDOW WIDTH N SjTam nodt Cm,,d ///�NA111��.`` sheet 4 of 7 U ' METAL r Cn1RE EDGE DIST. IYPM.AI ANCHORS STRUEDGE DIST. MLU11—DADE COUNTY APPROVED of SEE ELEV. MULLION h MULLION ANCHORS ..• FOR SPACING SEE SEPARATE NOA EDGE " DIST. q ti a 1 6 s 8 8 = 6 Oy x ALT. Q&p C O•Z�E ?SEE AL ANCHORS TYPICAL ANCHORS Q W(O 6 LEV. SEE ELEV. oPACING FOR SPACING ro 0 0 J J W g co off"' ` M h 1/,V MAX. Z 3 m SHIMS ALT. 28 ONJ R TYPICAL ANCHORS U w w SEE ELEV. ttt555 W co: FOR SPACING _ O a. 1 4 Iref °c • tll °QQ€" TYPICAL ANCHORS �+ Y SEE ELEV.FOR SPACING , y aa �o © N - ALT. • • • • • • • • • � �� • • • • ••• •• 111.\^1111111/�� W •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ''�IceNSF'•. '� r _ o '•••.•ry .• PRODUCT REVISED = NO. . •.i • .. • • m wmplyirg with the FloMa TT • • • • BW3diug Cade 3 b •. • ••• •• • •• • • Expi:etius Date�f�4 . TE OF � � drawing no. • • •• ••• ••• ••• • By�i�R/19 EDGE DIST. • Miemi Dade Product Control ��/��tl ldA�.11ll�� sheet 5 of 7 • • • • • • • • • • ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANP./SUPPTIBR/RMUM �� v 2.750----11.067 - W 1 FY201 1 FRAME HEAD 6063-T6 � a 3/16' 1. 2 FY202 1 FRAME SILL 6063-T6 .800 .71L_ r 3 FY203 1 SILL TRACK INSERT 6063-TB - O 1. y 4 FY205 AS READ. MOV.FRAME JAMB 6063-T8 - Z °b'+• 7d'J. 8131.434 \�® - lu �fkP 1 [0,6.2 � 5 FY701 AS READ. FIXED FRAME JAMB 8063-T6 1.718 6 FY104 1/VENT FIXED MTD_RAIL 6063-T6 - O O p3.249 .082 140 12 11 7 FY105 1/VENT VENT INTERLOCK 6063-T6 - d g N U 8, FY206 1/VENT JAMB STILE 6063-T6 O 9 UJI 0 VENT TOP BOTTOM RAIL STEEL REINFORCING LL / 9 FY107 2/VENT TOP AND BOTTOM RAIL 6063-TB - C H Vl .813 10 FY108 AS READ. GLAZING BEAD(LAM.GLASS) 6063-T6 - v:01 uT� 2095 519 130 10A FY710 AS READ. GLAZING BEAD(INSUL LAM.GLASS) 6063-T6 - G W. 1.250 �--L' 11 - AS REQD. REINFORCING BAR STEEL - a O O 1.1401.610 1 -� 0 2 .719 .803 ,045 .803 12 - AS READ, REINFORCING BAR STEEL - �,020 N 045 g Oi FRAME HEAD P14 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE AS REDD. Q N @ 2.246 I FY208 4/VENT ROLLER HOUSING&GUIDE CELCON 'Z1.140 1.047 1.047 -.062 FY209 2/VENT ROLLER BRASS to GLAZING BEADS FY210 2/vENf ROLLER PM ST.STEEL -'219 #8 X 1' AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS #8 X 3- 2/VENT FIX. RAIL SILL SCREWS(SILL END) CRS P.H.SMS.813 W23181 AS REQD. FIN SEAL W'STRIPPLNG - ULTRAFAB J ,-- O JAMB STILE 20 OZOOT190 AS REQD. BULB SEAL Q-LON SCHLEGEL 1 O58 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB,DUROMETER 6515 0 2083 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB,DUROMETER 55±5 W F 3.8761.280 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 4j rt 2501 .078 24 SL203P 2/VENT SWEEP LATCH - SULLIVAN&ASSOC. w 25 #8 X 1/8' 2/LATCH LATCH INST.SCREW ST.STEEL OH SMS 1.1401.340 26 WA2L 2/WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS Q 3.t-.M N .062 E 27 - 1/VENT 5/16'BOX SCREEN - OPTIONAL �2<3o co .500 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL p4 Z 3 U- F�1.344 29 - 2/LTTE SETTING BLOCK EPDM DUROMETER 8015 SHORE A 1111XXXX 3 Z N 2.750 0 04 Q MEETING RAIL U 0 w WeO2 � O FRAME SILL 0 2.188--y �;�.312 1.422.3401.202 F.062 .062 c c 1.375 O SILL TRACK • I Oe FIXED MTG. RAIL .500 1.187 1 I.� c o ^ry .7501 m °odr so 0 • .082 • • • • • `````1`11111IIIIYT7j'',' c I • •• • • • • .082 • • • • ••• • L 2.750 2812 2.812•• • 2!/�C �2.6BB.062 FROIIUCT RBVISED TiT T� as m.PI*9 with Rhe Fl." •• •874 F� • • .B • • ••• Accep .a No OP1.667 .e6 • •• •.0 ByS• a Zhao ... �,c� O MOV. FRAME JAMB O5 FIXED FRAME JAMB 2E FLUSH FRAME ADAPTER ° ' PmdeciCam6[i>< ''''7jYYIIIAL711V111� sheet f 0f 7 ••• • • • ••• • io n. i" ICH Opp pato 0obo a2 �� jams✓ az N J o N FRAME TOP CORNER J w to N v VENT TOP/BOTTOM CORNERS g w In 17 g 3 LM i 0 00 3 z o v U,co w W O o � d 000 •w .. ••• . . . • • •• " S • • • • • • • • o v o • • • • • • ••• • ````1111111111/1j�/'' JGENBp"•v N •� a FRAME BOTTOM CORNER PRODUCTRMSED - •:* •" ` - - ••• •• ••• • • u complying with Ne Flodde 9• • • • • • • • Btrildiog Cede a Acceptance Plo lloi.23 • • • • •• •• • ••• • • Expiration Dme 1 -`' :O OF ?2�(/ drawing no. AXED MSG. RAIL CORNER Mrazw- Ol09 ��i1j�t�V/�1,11'�;11� sheet 7 of 7 • • • • • • • • • • 0*6 MIAMI•DADE MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ECO Windows Systems,LLC 9114 N.W. 106'Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, oluding;the.High Velocit Hurr�icane,Zon DESCRIPTION:>Series:-"7,00"A nminum Slidirng,C'lassDooy w/Reinforeenienfs L:lYI:I. APPROVAL DOCUMENT:DrawingNo.W 3- 9 V'D,tz"tred``rSerries-VrAlum SI D:G ass Door(L.M.L)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on JAN 23,2018, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. AUSSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet 5.Exterior(positive)design pressures are limited to+70 PSF w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4.The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state•aiid Sgries and • 0000. following statement: "Miami-Dade County Product Control Approved" noted herein. •. • ••• • RENEWAL of this NOA shall be considered after a renewal application has been filed ai thele has t pp?i rjo 0 0 0 0:. 000. change in the applicable building code negatively affecting the performance of this produ7j0�,000* • 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a Msibn or c%ftge in the ' • materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endM8ment of ari�''produc�*see • for sales, advertising or any other purposes shall automatically terminate this NOA. Failuf'e simply;v any •••••• section of this NOA shall be cause for termination and removal of NOA. .' 0000.. • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Fiori8a:and followed by tlw••'• *****e expiration date may be displayed in advertising literature. If any portion of the NOA isedisp4ayed, then it shall 1�...: done in its entirety. •0 • 000004,0000• 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#15-0612.05 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 Ishaq I. Chanda,P.E. MIAMFDADE COUNTY NOXNo 1&0129:13 � Expirat on,Date:Mateii Z0,2019 Approvdl Date-March,22,2018_ Page 1. ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections(see below) 2. Drawing No. W13-49 REV C,titled"Series-700 Alum SLD. Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under file#13-0912.02) 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson,P. E. Note: The above referenced test report has an addendum letter dated FEB 10,2014,_issued by Fenestration Testing Lab,Inc., signed by Ms. Iliana Sanchez,test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014 (5th Edition),prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-13 00-02, -04&-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. (Former.Fi 1. DuPont DeNemours & Co.,Inc.)for the "Kuraray Butacite®PVB interlayeri'!expiring•'•• on 12/11/16. • •'• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America;M4.'CFormer%.I* •• . DuPont DeNemours &Co., Inc.)for the"Sentry Glass ® (Clear AF.Wite) Gass :•�•• • Interlayers", expiring on 07/04/17. •....' . *00 •• ..... F. STATEMENTS •6••0• •0 •�••• 1. Statement letter-of conformance to FBC 2014(5x'Edition)and letter o£nc.fmancial• •. interest,prepared by Al Farooq Corporation, dated 06/10/15, signed anJ staled by.U,4ad ""'• Ahmad,P.E. ; .•. • 2. Lab compliance as part of the above referenced test report. • .. . G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon,lPSlq� ' Is aq I.Chanda,P.E. Product Control Examiner NOA No. 18-0129.13 Expiration Date: March 20,2019 Approval Date: March 22,2018 E-1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. New Evidence submitted. A. DRAWINGS 1. Drawing No.W13-49 REV D,titled"Series- 700 Alum SLD. Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation,dated 09/27/13 and last revised on JAN 23,2018, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours &Co., Inc.)for"Trosifol: Ultra clear,clear& color PVB glass interlayer"(former"Kuraray Butacite PVB Interlayer)",expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours &Co., Inc.)for the"Kuarary Sentry Glass®Interlayer", expiring on 07/4/23. F. STATEMENTS 1. Statement letter of conformance t I~BC 20.17(( �h edition)t repared by Al-Farooq Corporation, dated JAN 23, 2018, signed' se- et^bT-J ad Ahmad,P.E. G. OTHER 1. This NOA revises NOA#15-0612.05,expiring 03/20/2019. . • • ...... .. . ...... ...... . .. ..... .. .. .... ...... Is aq I.Chanda,P.E. Product Control Examiner NOA No. 18-0129.13 Expiration Date: March 20,2019 Approval Date: March 22,2018 E-2 6'ANGHORS 4,lu ` 5"MAX. 13"MAX; 7YP //SERLOCKSEND$ EE SIHEETS-FORCAPACITY HEAD, Z .CORNERS rAO "N� f bQ�1 Z3 11 9V J O O Q`�•'s Pi DOOR.FRAME WIDTH' / 9 i /1,p 8. ♦Z Q 1 V 0Of IL a 11 W I INTERLOCKS. v�1 • WITH.OR;WETHOUf { Z h REINFORCING INSTRUCTIONS: S� 4N(�7 y CHART#1 Ll z U=0 USE CE,ARTS As FOLLOWS. _ _____�. _ ; , ` E S a0A STEP 1 SEE CHART f1 ON SHEET 5 FOR GLASS CAPACITY �i .1� •.E c AND REINFORCING REQUIREMENTS. J- STEP 2 SELECT SILL TWE FROM SHEET 7 AND LIMB EM.(+)DESIGN PRESSURE AS SHOWN ON DETAIL. STEP 3 SEE CHART/2 ON SHEET 5 FOR ANCHOR CAPACITY. 801 /✓ it /� Q¢ J m STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. . WCD 'J( s .t < 1 l'f :I 11 II 1' <V� ie c9 Fw 4 DAYLITE OPENINGS WIDTHS: 0;5v) FIXED STILE—INTERLOCK = PANEL WIDTH — 7.125" ` p ao n INTERLOCK—ASTRAGAL = PANEL WIDTH — 7.250' 3� m DAYLNTE OPENING HEIGHT: a q 1 = _ _ •� �n 3 Z PANEL HEIGHT — 6.50' : , 3 0 a 00 PANEL HEIGHT DOOR FRAME HEIGHT — 1.5625' s B i r W Go m N THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. - .. MWDUcf REV18♦{,9 SHUTTERS ARE NOT REQUIRED. in em��0 4. D.1 341'3/4' _ 1 mly °fC°ie FALSE:MUNTIN D.L OPS . ; D.L.OPG. - ee No "Ol 3 SERIES-700 olmoNAL 48 ALUMINUM SLIDING GLASS DOOR 7/6^ u. Zs .. °a 6 Q ..PANEL�WIDTH .48.7/5' _ + PloOolf49�•Y•i ��6 g4 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE PNNEL REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE ------ INCLUDING ---INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 _ 1B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE "`- .. INATED GLASS w m DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 5w LfAX. _ •e TO THE BUILDING STRUCTURE - 51CL` 13 .MAX. ,`� i�IX UL. LAM. GLASS g'o ANCHORS SHALL BE CORROSION RESISTANT, SPAICJ<D � iOV ON DEI Ls CORNERS 'SILL GE MISSILE IMPACT > SEA l4EWE1•g a • • AND INSTALLED PER MANUF'S INSTRUCTIONS.$ Fl T�BAtE• • • • CLUSTER OF <m u c MATERIAL SHALL BE BEYOND WALL DRESSING R STUCCO.* •• • • • • 0 ANCHORS. ``\-1 L //// A LOAD DURATION INCREASE IS USED IN DESIGN OF ANRHDRS•INTg WQODbN(�'� •• 'SEE SHEET SAT N.OR CAPACITY �� II•� �... ^ •I K ENDS • • • • • •• gyp;.•' •., �� o ALL SHIMS TO BE HIGH IMPACT, NON-MLZALLIC SAND IfOMaCOMFM�SIBLL MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT TYPICAL 4ELEVATiON COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE _ . ux REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. _ p: THIS PRODUCT APPROVAL IS GENERIC AND SOES ROI VROVIDE I*tRMAt�GQ • • - i 3 ZI�1g�` Y L FOR A SITE SPECIFIC PROJECT, i.e. LIFE 31FEW OFRHIS PROCU�T ADE%;CY • • • • ALTERNATE SIZE UNITS: OF OF STRUCTURE RECEIVING THIS PRODUCT!ND•SEALIRG ARQUN%El,-ENIjG FOR• s•• MAX. FRAME AREA OF DOORS NOT-TO EXCEED A� 9 i WATER INFILTRATION RESISTANCE ETC. s THE TESTED FRAME AREA OF 72 SQ. FT. P �iC ..�..' W13-49 CONDITIONS NOT SHOWN IN THIS DRAWING•ARLO TO Et%4ALYZ9b•5EPA4&. ••• • AND TO BE REVIEWED BY BUILDING OFFICIAL• //Nlll TLL7�� sheet 1 of 12 s t P f V 0 CLUSTER OF 4 3/6' 6 ANCHORS �� 5• MAX. 13 MAX. AT INTERLOCK/ASTRAGAL ENDS HEAD HEAD TYP. -- SEE SHEET 5 FOR CAPACITY CORNERS p I i �a 00-110 14 - i6• 0 ci 6 DOOR FRAME WIDTH . � r _ a g•4 00ILa 0 WITH R LOCKS WITHOUT O y O I I 4 REINFORCING Z n ` SEE CHART$1 1 0 �-�'o 91 o >✓ y ii H Qlumf �' F rd 4 I I Z _ Z� c i o U�w.. g g wu� � 0 42 1/16' 42 1/16' mw y FALSE MUNTIN D.L. OPG. D.L OPG. rc c R o OPTIONAL ' fRobucf YEvam tf 49 3/16' ao"aP11ftwuhthenorw 0 49 5/16• PANEL WIDTH IYd�etG� PANEL WIDTH zwkoA�oep6nm No 1 ^0129.1; c g g u ASTRAGAL INTERLOCK q Ooh s•MAX. o SQL •13"MAX. 0• CLUSTER OF CORNERS6 ANCHORS SILL •• ••• .5•� •• : • ••• AT INTERLOCK/ASTRAGAL ENDS < m u o • • SEE SHEET 5 FOR CAPACITY ••• •i .•.T ZPIC�IL Ail.. 1. •• ••• •• • • • •• Y.V% . ' b 1 \ ALTERNATE SIZE UNITS: 70562 $ �' MAX. FRAME AREA OF DOORS NOT TO EXCEED • ••• THE WSTE%FJVE AREA OF 110.1 S0. FT. • • • •• • • • • ., OF 'tV.' drawing no. i,��JOlAL111\�� sheet 2 of12 CLUSTER a v • 6 ANCHORS w V MAX. 13'MAX. 4 3/6• AT INTERLOCK/ASTRA•GAL ENDS ~ HEAD HEAD TYR - SEE SHEET 5 FOR CAPACITY _ JJJJ M CORNERS '___ 192" DOOR FRAME WIDTH a A cc C&z2 8 0 aco N INTERLOCKS 0 0yy ra a I 1 WITH OR INTERLOCKSINTERLOCKS II 1I WITH OR WITHOUTW 6 I I REINFORCING ,L REINFORCING a w N_o I ,,II I' =9===== _ SEE CHART(1 �I I� SEE CHART#1 LL 2 O Q1 W W f F J n O J m p lJ I I O � I I� I i1 j45 a I I I I I I V, 11 m W I I I 1 - U' o _-1F____��-___ O OyM1 N M h 0 LZw. O w 0 NJ00 F- v U�w Bo I m vt �AODUC r REV50 0. �a!^y 5t I 42 1/18' 42 1/16 z r Q� 1 O+� FALSE MUNTIN D.L OPG. D.L OPC. O �pucNo QIZ 3 ' OPTIONAL n 1W. Q 49 3/16' w1� g 2 49 5/16' PANEL WIDTH ,?g PANEL WIDTH u S 6 INTERLOCK ASTRAGAL INTERLOCK m 3 n I5'MAX. _ -_--' CLUSTER OF 2�'o$ SILL ^13'MAX. p o--o CORNERS6 ANCHORS <m u o sl�l• ••• �y • • • TYPtAL ELEVATION AT INTERLOCK/ASTRAGAL ENDS V • • • • • • • SEE SHEET 5 FOR CAPACITY • • •• • • • • • OXXX ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED _ .70592 THE TESTED FRAME AREA OF 144 SO. FT. = 2M ' • ••• •• ••• . . - 3 2MI a • • • ! •• • • • %O' OF drawing no. • •• '�i�i`S,S�`t...��.•_�CJ � W 13-49 • • • • ••• • /� ONA1. rrT lilllll\\\ sheet 3 Of 12 • • • • • • • • • • • •• •• 0.9 • • •• •• ••• • • • ••• • • U `!. m NOTE: 0 a pn Du �xE� fit ► 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. la p c �'8 fi• i�. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS d a N REQUIREMENTS SEE SHEET 5. o o T U 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. d � ;� �` B �y +i if. �. �••.t 1 - 7NTERLOCIC• .. EXTERIOR - C •t DOOR FRAME WIDTH,(SEE•op TABLE) 0 'o< g oba � DOOR FRAME WIDTH O © DO HO Q p A md � H QIII e�I� F -0 q.- 0 o v J n S B ASTRAGAL INTERLOCK EXTERIORoxx I 25 to XXO(SHS) DOOR FRAME WIDTH (SEE Dp TABLE) W W DOOR FRAME WIDTH � o co rT c z w G D $ N 3 Y 3 Z} o -0 -0 v W O cq B W ASTRAGAL INTERLOCK �^ 111 0 O OXO(SHOWN) EXTERIOR o'ROWCf RF.YIB6D DOOR FRAME WIDTH(SEE Dp TABLE) o uh with the FY1! • • P huNg C"eeCe11e Aoeeptaee No DOOR FRAME WIDTH © O © O O ago Dot. o6RaqRBqg A �t usK�F _ B omo oho-db I • ••• • • • • IJTERLQFIL INTERLOCK -10.1-1-1-1-1 OXXX(SHOWN) •• • EXTERIOR n OXXO • • •• • • • •• \\\\iilll/JJ t •I •• • • • • ••• DOOR FRAME WIDTH (SEE Dp TABLE) � ! XXXX r • • • • , .• cENSF.•• APPROVED CONFIGURATIONS 70592 • • • •• • • • • TE OF f(/� drowin9 no. Wl 3-4 • • • • ••• • CJS O AL \\\\�` sheet 4 of 12 //111111\ i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F36CHART #2 3/16'TEMP.G1A55 8 ESIGN:.LOAD9CAPACITY (GCA._S) 1 IAAD CAPACITY - PSF (ANCHORS) 3/8'AIR SPACE3/16'HEAT STREWD GLASS TYPBS� GLAS3 TYPBS OANCBO9S M'A', AIu� .090'Interlayer 3/16'HEAT STREN'D CIA55 DOOR,FJtWE 1RTaoUT B .' WITH REINF. ggy�gySentryGlas FIOCfff PAHM WM HLTCHr By'Kuraray America, Ina' 090'Interlayer HCIIEI FXT,(+)> INr()' ocr.(+) INr.(-) mars elcHes Exr.(+) IHr.(-) SantryClae.n•- 70.0 80.0 70.0 80.0 30 70.0 80.0 3/16HEAT STRt3•I'D GLASS By'Kuraroy America,Inc.' Q S G -70.0 80.0 70.0 80.0 36 70.0 80.0 3/16' HEAT STREWD GLASS 0'Or�N � 42 70.0 82`".+ 70.0 80.0 70.0 80.0 42 82 70.0• 80.0 N 80.0"- 70.0 80.0 48 70.0 80.0 I' I' \ m II 54 30 71.1 62.2 71.1 54 62.2 71.1 LL m / I II \ i! 30 70.0 80.0 70.0 80.0 30 70.0 80.0 `aaF y // 23 ji II \\ n / 23 j ii II 28 \� O6 38 70.0 80.0 70.0 80.0 36 70.0 80.0 28 j I• jj Ij Ij D 42 84 70.0 80.0 70.0 80.0 42 84 70.0 80.0 I� I! SIUCONE I; j: j: SILICONE O ruG 48 70.0 60.0 70.0 80.0 46 70.0 80.0 1 j! jl 1 DOW 899 I jt I! II 1 DOW 899 a m N 54 62.2 71.1 62.2 71.0 54 62.2 71.1 ' Z ON 30 70.0 80.0 70.0 60.0 30 70.0 80.0 oo / 4 / 3 ISE 38 70.0 80.0 70.0 80.0 36 70.0 80.0 rc Q W f 42 90 70.0 80.0 70.0 80.0 42 90 70.0 80.0 \\` 29 // \\` 29 /CARDINAL XL O EDGE SPACER 48 70.0 80.0 70.0 80.0 48 70.0 80.0 ST.STEEL .� N 54 - - 62.2 71.1 64 62.2 71.7 GLASS TYPE 'A' GLASS TYPE 'AI' U n 30 70.0 80.0 70.0 80.0 30 70.0 80.0 7/16'OVERALL LAM.GLASS 1'OVERALL INSUL LAM.GLASS 36 70.0 80.0 70.0 80.0 36 70.0 80.0 42 98 70.0 80.0 70.0 80.0 42 98 70.0 80.0 - 3/16'TEMP.GLASS 2 19 48 70.0 80.0 70.0 80.0 48 70.0 80.0 3/8'AIR SPACE wF 54 - - 622 71.1 54 62.2 71.1 1 .3/16" HEAT,SIREN D GLASS ca N r- 30 70.0 80.0 70.0 80.0 30 70.0 80.0 - 3/16'HEAT STREWD GLASS - .090 tlntedoyer z <p 36 98 70.0 80.0 70.0 80.0 38 It 80.0 TrosHa1,PV8 090'Interlayer H LM m 42 70.0 80.0 70.0 80.0 42 98 80.0 `*""'By` ' Trosifol PVB 'HEAT STREN;D.GIAS By'Kuraray America,Inc.' � 0048 70.0 60.0 70.0 B0.0 48 80.0 z vo 30 - - 70.0 80.0 30 70.0 80.0 "__ - 3/18' HEAT S1REN'D GLASS Z 3 36 102 - 70.0 80.0 36 70.0 80.0 g Z} p 102 O 42 - - 70.0 80.0 42 70.0 80.0 i C• i \ C I I I L U u0'/0 m \ m I I P \ 48 - - 70.0 80.0 48 70.0 60.0 >`1' / I i'y \ , rn II \ rn wap ME 30 - - 70.0 60.0 - 30 70.0 B0.0 n y /. •'13_ II jt. \ aJ 23 38 80.0 36 106 70.0 80.0 ]m"r/ a II li 1,28 42 108 _ _ 70.0 80.0 42 70.0 80.0 li jl .:`'- SILICONE. jl I! I! SNCONE I DOW 899 i II li DOW 899 48 - - 70.0 80.0 48 70.0 77.9 17 \ 1 y �; s, \ 29•'`e / \\ 29 /CARDINAL XL a yEDGE SPACER K S 6 �f wY 4� t CTA4S.TYPE B GWS TYPE 'BY 7 7/16"�QVERALL.L.M:GLASS' - 1'OVERALL WSUL LAM.GLASS _ Y t Z ''"' rh .? ••• • • • • 4L•EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE GLAZING OPTIONS m c m o T4'Lt r e � • • • • • *FOR DOORS WITH 2-3/4' SILL HEIGHTS. a rG- 1 • • • • • *FOR 2"SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF tt11111111Trr ]Iki•• • • • • ••• D S WITH 1-1/8"SILL HEIGHTS ARE NOT APPROVED FOR 0WDUCITREVIBBe�INFILTRATION RESISTANCES SHEET 7 FOR DETAILSA4tepteece No 1 -O/.�1rNOTE: -SEE CHART #1 FOR-DESIGN LOAD CAPAC 2i DESIRED,%ASj•SWE AND T&EINFOR%EMENT. _ _ _ 1 - 8 SEE CHART #2 FOR ANCHORS CAP • • • • • • NOTE: LOWER VALUES FROM GLASS OR A41H1 CHART WILL:WLY TO•ENTIRE SYSTEM.• • GLASS CAPACITIES ON THIS SHEET AREA OF A drawing no. • •• BASED ON ASTM E1300-09 (3 SEC. GUSTS) ''� f•' ��:� �R/�3-49 • • •• • • • • • • • AND FLORIDA BUILDING COMMISSION • • • • 000 • DECLARATORY STATEMENT DCA05-DEC-219 f Tll lllllllt sheet 5 Of 12 i ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• U U W 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS ~ I n MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • Jr AND TRANSFER THEM TO THE BUILDING STRUCTURE. v m X O u o O TYPICAL ANCHORS: SEE ELEV. FOR SPACING — — — — -AT HEAD - -— — — — - - IL PE TY 'A'- 1./4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSI) O Ir! THRU IRY OR 28Y BUCKS INTO CONCRETE I O y Q 1-1/4* MIN. EMBED INTO CONCRETE STYPE B X1%4 aDIA.'ULTRACON*BY ELCO.(Fu 777 K51, Fy.155 KSf) Vl� DIRECTLY INTO+°}CONCRE7 1; 3/.4 MIN:ta,EMBED..,4+ �sj.T(2 1 J z m ,,{{ a WOE F TYPE b'- 1/4' DIA SELF DRILLING SCREWS (GRADE 5 CRS) I 0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 0 J � m ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I g U) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N L _ ._.- . - .-.- - . - - - _ - _ IilLd `D c o to TYPE B < 4 DIA ULTRAC-ON BY 'LCV.'•(Fu Ji7AKS1.Fy-155 KSI) N LM a bIRECTLYNTO CONCRETE . j L3 Oo M n 'I'T-3J4"+MIN. Z 3 m —AT JAMBS- — — — — — ON TYPE - ]/4' DIA. ULTRACON BY 'ELGO' (Fu-777 Ksl, Fy-tss KSI)INTO 28Y WOOD BUCKS OR WOOD STRUCTURES !'AODUCfBEVItw g W f 'A' 1-1/2- MIN. PENETRATION INTO WOOD I rna�yyie�wluN.lie�• 6dding aa4 h�cepWallo - 2 ./j THRU 1BY BUCKS INTO CONC. OR BLOCKS " NIU, EMBED INTO CONC. OR BLOCKS I .��••. TYPT B- 174 DIA. ULTRACON•BY+!ELCO' (Fu-777 KSI. Fy-155 K51)- $9 Q DIRECTLYiiNTO;,CONC:!DR''BLOCKS, 6 P 6° I EMB D TO CONC CKS 0 6 6 TYPE 'C'- 1•/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES -- -- -- ` •s^ m 0D-8'o (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS s 8 s ALUMINUM: 1/8' THK. M#40(%63w-Tfo MIN.) • • • •• STEEL• 1/8" THK. MINO(Fy = 360KSP MIR.)• • • 0 tttllllllll��yy (STEEL IN CONTACT WITH AdJWNUM TCLit PNf4 OT;P"•• • I �� AFO �� n ANCHOR EDGE DISTANCES g INTO CONCRETE AND BLOCKS - 2-1/2" MIN. -• �' INTO WOOD STRUCTURE - 1"MIN. _ _ * j� z(JSS INTO METAL STRUCTURE - 3/4"MIN! ••• •• ••• • • i WOOD AT HEAD OR JAMBS SG- d55 LAIN. • :0. • • • • • 'O.� OF W l 3 no. CONCRETE AT HEAD. SILL OR JAMBS`�%- 3� PSI kW. • • • • •• • • �' �� W 3-49 C-90 HOLLOW/FILLED BLOCK AT JAMS fm s 2000 PS14MIN. • 000 • '��ONitIt7LG;�` sheet 6 of12 1 t • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • A[iCHORS - C SEE•ELEVS IBY.OR:20Y WO01 BUCK R.SPACING (SEE.NOTE.SHEET' 1) METAL __-_-__ ___________ STRUTES r--------------------------- '1�JIiiII ZF` .r•Np I3U ;) MIAMI-DADE COUNTY APPR'O MULLIONOCRsE SEE SHEET 6.STAGrER SEE SEPARATE NOA i3i EDGE DIST. (SEE SHEET STAGGERED ERED LL_____ _ O& el 5Fr $``• '� yeaEQ�y'.�Y/�, eolwF .;f j Y� . t Y♦ ��H r t r t \ ,. �R�Q IL a's«K�3 �.�• o TYPICAL ANCHORS TYPICAL ANCHORS ypS t �,3L- t �4r .4.. SEE ELEVS. SEE ELEVS. �'K< FOR SPACING FOR SPACING Q CI y�_ c i � QW01f a • - r 11 II ' I . II ij�. 't:•i t`_3t• a�vr 1(1 i p.r II II kli 11 II V J w ,�• �r '� „TCC `�„� 3 3 II i '� 11 ' i i� i Q N � M II II 11`4 11 I I y • �S '�� E��F� II 11 t4{ W IlE Illi $ i eat II h II r II li .r -• � St t Il �. II !,T WEEPHOLES: co }w Wt - 1-1/2" LONG NOTCH AT EACH END. a i1� W2 =-3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS o6r) AND 36" O.C. a 00 sc } W3 = 3/16` X 1" LONG WEEP NOTCH AT 5" FROM ENDS o z� m Allzll II+ ; I AND 36" O.C. n d x. c >SO x �I l} 6 I. W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS `E2 co" a/ U a n 11 u n O J '.tTfli r T ji"; II .. ll II 1 ll II V In W {. t +•i ll h II li 4 AND 36" O.C. W 00m QR 7!t �7 xLiF I 11 r t i !' o PILE PADS: NP.v 9 11°•s h Il `y i - rl !i 5 Pt = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH Y y 11 rl 1! P2 = SELF ADHESIVE PILE PAD =$ 1" X 3/8` X 1/4" HIGH `o_ M II 11 ITh !i' F y;;.:1 s SI-771b rl I y !i B(:AfUNG SHIMS 1a P3 = SELF ADHESNE PILE PAD WITH MULTI INTEGRAL FIN ll h 1: 1 4 OR RED&HARDENED 2-1/2" X 1` X 3/8" HIGH n maga HKSTRENGTH GROUT 13 P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL NO -SHRINK,NON-METAWC MIN. _ x 2" LONG X 1-7/16` W1RE X 7/16` HIGH .: (0lA'no- P4 ._ IZ q o o g N i' zy� Y ,lair • • • • • • !woDe rt h ' j� qt _ tlrcU M1eA� t111111t//// .•p C<m - Y' ' r A�.� �jp, •aJ• � rn r � �spf.arwe naleal �� i� � "� :. ,� •p ,ry NOT APPROVED LIMIT MAX. LIMIT,MAX. N _ FOR WATER RESISTANCE EXi.(+) LOADS tOCT,(+)LOADS �1I11 w> 3LK�Ck�tRlsti & TO 47.0 PSF TO 70.0•PSF ;.)hi 2018 7s 20 0 EDGE 0151 +'# a 3 rid • r .: I I V W A A OF •([/� drawing no. r - y .'• • . .t. n i; ''-c}° • • , r �" •'.. L .FD•t„ •'TYPICAL • SEE SHEET 5 CHART t FOR DOOR CAPACITY aECZ • \\- R SPACING• W 13-49 sheet 7 of 12 • • • • • • • • • • • •• •• • • • •o •• o•• • • • ••• • • a 'PANEL•W . Z b W 3 ri o .� �ilSEPICAL`•A1'ICHD UP','O, •yj, .r REINFORCING y?� SEEEE,,,,ELEV.i ua ,t?Y �*,Nai ' FOR$SPACINC`�'A�+'•, s,. '�r� r'r. AS EEOD 0. S r •c SEE SHEEP 5 - TYPICAL ANCHORS O p�•a 0 '�k f f •'��./ RY FOR SPACING SEE ELEV. o @ v Y an. P2 D- .D.l OPG FOR CAPAC - •O.• a Cry 5 ,1 �,pn ¢f,�� T�.•:N t t 79 r W- X, W 6914 Won, 8 ...% OR W BUCWOOD CLAra RE,c�y SEE NOTE HEEf 7 . It� v „ �.s .EXTE�ZIOR z (�Imo—cD DLO. 3 N� m .P3' V7 3 rn q s. h b b ..•r�'r ro a t+ a PANEL WIDTH r a Z m ,. y o 3 Z m a 7/4.7MAX 3 "'^r.xl DOOR/FRAME,WIDTH(SEE bp TABLE). O N-�.Y1. yy�'1SHIIA U N W W ,. $SHISYfi'T,�y C'fa y W roM r 1'RODUCf REYMM °a o 6 WYDeQDQ a°°w1161ha Haft r 15 Aaepus.No l a 1 2 Ix y a $aptrac a Dain er e,4 /SG /• G7�y S.- - 00�$ • • •• • • • • • `7171111111ltA� • ••• •• ••• • • _ '..� 2013 — . . . . . . • • • •• • • • • OF �((/� drawing no. .. iD�. W13-49 ��iry N�l7N�� sheet 8 of 12 t • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • ~ � ° � ' | PANEL WIDTH REINFORCING AS REDD. FOR CAPACITY 0 TYPICAL ANCHORS 0 IS SEE ELEV. K FFOR SPACING Ir 0 22 METAL STRUCTURE INTERLOCK ASTRAGAL In, 1111 EXTERIOR 0. 0. 3 W 27 P3—/ PANEL WIDTH Lu DOOR FRAME WIDTH (SEE Dp TABLE) 1/4"kW. �SHIM 00 Amepai 00 16 0 QF drawing no. °° ° ° - UO ITEM# PART 0 QUANTITY DESCPIMON MATERTAL MANP./SUPPLIER/REMARSS a • 1 E701 1 FRAME HEAD 6005-T5 - e n 2 E702 1 FRAME SILL 6005-T5 3 E703 2 FRAME JAMB 6063-T6 - q 4 E704 2/PANEL PANEL TOP AND BOTTOM RAIL 6063-TB - 5 E705 AS ROD. PANEL LOCK STILE 6063-T6 - f ;a a 6 E706 AS READ. PANEL OUTER INTERLOCK 6083-TB - 0 7 E707 AS REOD. PANEL INNER INTERLOCK 6063-T6 - t4 8 E708 AS READ. PANEL MALE ASTRAGAL 6063-T6 - O, 9 E709 AS READ. PANEL FEMALE ASTRAGAL 6063-TB - � 10 E710 AS REOD. GLAZING BEAD 7/16'LAMINATED GLASS 6063-T6 - G O Q 11 E711 AS READ. GLAZING BEAD i'INSULATED GLASS 6063-T6 - Q d C 0 te`pi 12 17712 AS REOD. SILL TRIM 6063-T6 OPTONAL 0 N C I 13 17713 AS REOD. 2'SILL RISER 6063-T6 - 14 E714 AS REDD. 2-3/4'SILL RISER 6063-T6 - w W o 15 E715 AS READ. FIXED PANEL CUP(CONTINUOUS) 6063-TB OZ 17 E717 AS READ. INTERLOCK STIFFENER(FULL PANEL LENGTH) 6063-T6 18 X10 X 3/4'HWH SMS AS READ. FRAME ASSY.SCREWS ST.STEEL - O 18A /10 X i'FH SMS AS REQD. PANEL ASSY.SCREWS ST.STEEL - 0 19 /8 X 1/2'PH SMS 2/CUP FIXED PANEL CLIP SCREWS ST.STEEL AT 3'FROM ENDS& 16'O.C. m NOT SHOWN v J 20 10 X 1-1/4'PH SMS 1/ROLLER ROLLER INST.SCREWS - o m 21 WEATHERSTRIP AS REDD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL.190 HIGH BY ULTRAFAB 22 E235 AS READ. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB to Lu 4 23 17203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65t5 (n 24 PR03-6005 2/MOV.PANEL TANDEM NYLON WHEELS IN ST.STEEL..HOUSING - INTERLOCK(1/2'MIG.SPACER REDD.) w 25 E718 2/PANEL FIXED PANEL SKATE DELPoN - ZD 26 #8 X 1/2'PH SMS 2/CUP FIXED PANEL SKATE INST.SCREWS ST.STEEL N 3 tM N 27 - AS READ. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK M n SILICONE BY FRANK LOWE z 7 2g AS READ. BUMPON(SILICONE SPACER) Z ri m 2g AS READ. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A +RIDDUCtREVIM u omtplyiag with the Pierli. Z v+ ltaldtap,cedeO C4-i R Aeeepteee eNa 1 D(7 •/ E+pkHl•i Date +.L�1 W aro L Isl,. 4 s d moo rlwiauem" G 8t- SEALANT: s 0 Q a e ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ti 6 WHITE/ALUMINUM COLORED SILICONE. •• ••• • i • • • •• 'XVa • • • • • • • • i o�<muo • •• • • • • ••• • ````1111111111///7jA' n ! p• ��i n e o • ••• •• ••• • • 2018 • • • • • • • •• • • � •' OF - . .. P� �`'� W13-49 • . . . •.. . �, S ,� ��iS��NA1. 11111 sheet 10 of 12 1 nn1N 1 i • • • • • • • • • • • •• •• • • • •• •• U0 3562-�{ 3.562 . t �5.059----------- I .125 .130 1 r .693 n I II 7I� -��I( F. m .078 .045 .937 .050 1.021 Z q• 937 u� 1.129 .078 ''3 2 1.824 1.648 2.105 .078 1.648 L_I .Olt2 .062 6 JI- F�1.252 h-1.252 C v 1.998 1.998 .094 µI 2.625 �p C 1 2525 GLAZING BEAD GLAZING BEAD f0 i'INSUL-IAM.GLASS 11 7/16-IAM.GLASS V 1 Q FRAME HEAD OS PANEL LOCK STILE O 0 G G$ PANEL INNER INTERLOCK � p 1.471 .210 0 1.144 2 .062 3.562 .210 16 Z oN .066 .5081 Z M .210 .068 2.687 IY 0 1.998 3.250 O 2.313 .078 Ll .078 2.105 1.937 1.648 1.047 1.047 1.047 rn .125 .068 J 5.532 8 1.823 2.625 12 SILL TRIM 13 2- SILL RISER 14 2-3/4- SILL RISER w .062 O PANEL TOP & BOTTOM RAIL Ofi PANEL OUTER INTERLOCK o ?iii- m 0 O 1 n 2.248 Z°0 -{ .9ts tzs "mucFR6V� 8 3 z In=Mpvs[with the FbRd! I �l Q 357 .149j- 14g A1C R.'L- iy3 U top ow•J 1.494 078 W 00m -.062ytyfimmDate- we FRAME JAMB 1'540 125 k•' Caattd i5 1.998 2.067 FIX. PANEL CUP 17 INTERLOCK STIFFENER o 9€R 1.139 1.022 3.687 u L � g$a 3.437 .._ 5.274 .078 -- 1.824 m •' - 2 •• ••• • • •• I FRAME SILL • • • • • • s j oc`m 1.824u • •• • • 3020• •• • 3.996 1.648 • • • 0.0 • • 'per^! 14i .0782.500 • • • 006 . • 0140 •QD • • • • • • • 2O � •. drawing no. . • .. . o: ��:� W13-49 ' O PANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL '/i//��p1►111111�` sheet 11 of 12 E Or • • • • ••• • ! 4 • • • • • • • • • • ••• • • • ••• • • V o i V. W w 18 M i /. ° x ! / Cf WO C�� o 0 IL a,< li?of a Bogo J N � mm 111 FRAME TOP CORNERLLI " PANEL TOP/BOTTOM CORNER }}w z fn�tp o m H 3 rM 0 co Z 3 �1 OO 0 V � wi� � NtODUCCREVIM 0 as aiwptylag with the WO[N! • bnWing Qede Acccplence No 1 '01 Z .13 E.pindr Date 20I q ewe v�aa aoe • • \11111111//// • ♦ V rvl .. • • • w • • • • � '• OF �� Browing no. • • • • ••• PRAME BOTTOM CORNER i 4 f ••• • • • i ••• • • • • • • • • • • • •