Loading...
WS-14-2579 1 I i Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 10/24/2016 To: Current Owner 1458 NE 104 Street Miami Shores, FL 33138- Permit: WS-11-14-2579 Address: 1458 NE 104 Street Miami Shores FI-33138- Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to obtain new permits, refinance or sell this property. Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, Ismael Naranjo CBO) Building Director t RECEjN7' 'D �I Miami Shores Village Nov 2014 Building Department BY:_ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ,F^Bf C 20CtO BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING F-1 MECHANICAL PUBLIC WORKS [:] CHANGE OF CANCELLATION [:] SHOP ,A1 CONTRACTOR DRAWINGS JOB ADDRESS: 14-SAF P. F I®+ S T City Miami Shores County: Miami Dade Zip: .3313$ Folio/Parcel#: 11 - �X 3.1 — 632- - 0 301 Is the Building Historically Designated:Yes NO Occupancy Type: 1015-S Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 17�f±-�/J aN Phone#: lox— 7S�- 7zSz- Address: Z+ S'8 pi� City: Ad iAw -<Ap) <� State: )CA-VEI PA- Zip: 331 3a Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: G,� NS�i1buL�0l��wl���W GO Phone#: .3DY-803' 1A) k / Address: ,?3 S sw. City: M 1Ak 41 State: rl-c J-1 OA Zip: 3 Qualifier Name: Aigs-A51L L2oS.As- 6yyo p Phone#: 36.5r-'P'#3-1;L 1( State Certification or Registration#: Certificate of Competency#: 0 S g 5.0 d (, '7 ,Z DESIGNER:Architect/Engineer: Phone#: Address: p City: State: Zip: Value of Work for this Permit:$ I S�®�. 106 Square/Linear Footage of Work:, '-q O (vim Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work:-,RFe /ZEA .sill wpc- 671-Ass. Do op-S AN f) d pe u/iNDow Specify color-- rrW �[, of color thru tile: Submittal Fee$�C .) � Permit Fee$ "' l 0 ' (DO CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ l J (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu Signature�i/ OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this IS day of OGT- 20 by tS day of aGr 20 ,by �}t LCOU Ey' Dy who is personally known to [,FfP31�/4,&0 q-0A) who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: " Si V� g g Print: Z Print: Seal: :'+fflve,�vhy NAYLEEN GONZAIEZ Seal: ;,P'�rp�°�,r;.: NAYLEEN GONIALEZ Notary PublicSlate of FloridaNotary Public-State of FloridaM Com My Comm.Expires Apr 25,2018 "+.F y m•Expires Apr 25,2018 Commission+M FF 079899 •, Commission a FF 079899 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY OSBS00672 CG CONSTRUCTION-WINDOW COMPANY Ap D.B.A.: ROSAS-GUYON CHESTER Is certified under the provisions of Chapter 10 of Miami-Dade County 0021 Q& cess<'t.yi4l a� cry J`/a //VO Mse``"ta H sa a�,oa eofr�sAF Co`nB P 7S J �8ht s hPeo &o�eco 1)o,-,� Y xr,�se � � a Ws 1 Mracx�r. ,Dade County, state of or�ti ' TI�tS ($ 190U BILL DO No i'AY 5599528 46SINESS'NAMSILOCA-hdni y Al�ci=lr�r nto: EXPIREw: Cc CGNSTRU-Cr[on[vulkb6w�COMPANY RENewa� SEPTEINlBER 3.0,2Q15 7835:5W i$7ER[t 5839828; Must be.dlsplayed,at plana of business... M[AMi FL35t'SS Pursuan�t.toi County Code - - ClaptorBA-Art.9.&'70 OWNER... SEC.TYPE AP BtJSINFSS" ' ' '' PAYMI3NT RHC.EltlED CC CONSTRUCTION VANDOW 196 SPECIALTY BUILDINGCO TRACTOR 61►TAX COLLECTOR COfNP14NY „'458300672 $75.40 t10/13/207'4 Warkei{s) I CkEM i;':3 4-049997 lists}Ml 8uainaasTax Receipt only confirms payinsnt of -id losel 8usinoas Tex.The ReeQlp'tis act a aicanas, pemtrt;ar:pcartiRcationblthahotdars�quetHicatiatis,mdabusinese Holdar.mustcamplyv�lthiaaygowe marital Fin .9 regdattsrytaws as>dFaqutremalitswhich epplyto the bueigeas THe.fiFCEiFTHt),m5ovamust ge d.Ispieyed on a0 casgmdrolal vehicles Mimi4ade.dide Sec ea b& For rit rale fiftation.visit ;mlosnidada.gavhaiioolleotar:',' Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida —THIS IS NOT A BILL—DO NOT PAY M C CC NO: 05BS00672 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES CG CONSTRUCTION WINDOW SEPTEMBER 30 2015 COMPANY 7458614 7835 SW 18 TERR MIAMI,FL 33155 Pursuant to County Code Sec 10-24 OWNER TYPE OF BUSINESS CG CONSTRUCTION WINDOW SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED COMPANY BY TAX COLLECTOR 175.00 11/20/2014 0221-15-001186 This receipt is not valid in the following Municipalities:Avenwrs,Dont Hialeah,Key Biscayne, Miami Gardens,Miami takes,Palmetto Bay,Pinecrest,Sunny Isles Beach,Town of Cutler Bay. MI®- for more information,visit www.mlemidade mftaxcollector .a►c�oRo® CERTIFICATE OF LIABILITY INSURANCE DATE10/16/201416!2014 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 NAME: Robert J Kaleita Insurance Agency,Inc PHONE . 561-687-3761 u Ne);561-791-0438 11924 W Forest Hill Blvd Suite 1OA-312 ADDRESS. bob@rkaleita.com Wellington,FL 33414 INSURER(S) AFFORDING COVERAGE NMC N INSURER A:LI Ods of London INSURED INSURER 5: C.G.Construction-Window Company INSURERC: 7835 SW 18th Terrace INSURER O: INSURER E: Miami FL 33155 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. _ TR POLICY EFF TYPE OF INSURANCE I POLICY NUMBER I I MMID Y EXP L _ LIMITS L A X COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE S 1000000 CLAIMS-MADE ❑X occuR GL1282013 01130/14 101/30/15 PREMISES Ra a nce I s 100000 MED EXP(Arty one person s 5000 I PERSONAL&ADV INJURY S 1000000 GENT AGGREGATE LIMIT APPLIES PER ' I GENERAL AGGREGATE I S 2000000 1 X�POLICY"JEQ U LOC I I I PRODUCTS-COMPIOP AGG S 2000000 A OTHER: ( is AUTOMOBILE uAmuTY C (Ea acrjtlerKlOMBINED SINGLE LIAMT s jPI ANY AUTO ( BODILY INJURY(Per person) is L�ALL OWNED SCHEDULED I I BODILY INJURY(Per accident)I s AUTOS r AUTOS 1 I HIRED AUTOS i AUTOS ^�OPERTYtDAMAGE is is UMBRELLA UAB J OCCUR I EACH OCCURRENCE Is EXCESS UAB I CLAIMSMADE f I AGGREGATE is DED I I RETENTION s I I Is WORKERS COMPENSATION I I IPEIR STATUTE I i ERr" AND EMPLOYERS LIABILITY ANY PROPRIETOWPARTNERIEXECUT1VE Y�I.N I A I E.L.EACH ACCIDENT is OFFICERAIEMBER EXCLUDED? r (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S j If yyeess descnbe under - ---— 1 DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY UMIT I S I I DESCRIPTION OF,OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Addltlonal Remarks Schedule,may be attached d more space Is required) 1� a� GLASS AND GLAZING CONTRACTOR LIC. # 05BS00672 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 N.E. 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FI 33138 AunioRDEDREPRESENTATIVE @ 1988-2013 ACORD CORPORATION. All rights reserved. ACORD 25(2013104) The ACORD name and logo are registered marks of ACORD 1F. v e R� • �ona�� JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION "t CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 1/10/2013 EXPIRATION DATE: 1/10/2015 PERSON: GUYON CHESTER FEIN: 201401068 BUSINESS NAME AND ADDRESS: CG CONSTRUCTION WINDOW COMPANY 7835 SW 18 TER MIAMI FL 33155 SCOPES OF BUSINESS OR TRADE: CARPENTRY? INSTALLATION OF CA Pursuant to Chapter 440.05(14j,F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt..,apply only vrithin the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notfee or certificate no longer meets the:requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 67-12 QUESTIONS?(850)413-1609 5NORE, Li goes Miami V Village Building Department slog IORIpA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore,you may be personally liable for the worker compensation injuries of anyperson allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner LL Contractor Print N e: dl �� J�� Print Name: �U y QL) Si Signature:��/� State of Florida) State of Florida) County of Miami-Dade) ',/ County of Miami-Dade) Sworn to and subscribed before me this ? Sworn to and subscri d before me this day of J)D11a_i, 919 20 IV day of f'jD[.�rx /1 ,20 By C��'1 i7l'� 1 y (j`I L�s4 • . OM��ISS 1EE�erxn�ecs B n Z°/L �✓ B � ES: Una ' y ALBA L GE �a . . ded int �. Son (SEAL) ,i _vy*= MY COMMISSI EE (SEAL) .r;:- ;= Type of Identification produc`'' 4� =' ' P blic Undenvlk Type of Identification produced; RECEIVED wall UA NO 01 o ON V T %p BY: DOORS AND WINDOWS SCHEDULE N OO 0 O � MASTER p y BEDROOM OQ Z 0 1 � 'a W E ( � W E Miami Shores Village W C N W O O O53" APPROVED BY DATE O W z ILI LAL----JL--Jl 1a ZONING DEPT Z i 3 � 1 IND 2 IND A IND. BLDG DEPT 't� ^ TYPE SLIDING DOOR TYPE ISLIDINGDOOR TYPE FIXED GLASS BEDROOM FAMILY ONFIG XO CONFIG 0XX0 CONFIG SUBJECT TO COMPLIANCE WITH ALL FEDERAL SIZE: 94"X 80" SIZE: 140"X 80" SIZE: 53"x 50 5/8' NOA: 13-0912.02 NOA:_13-0912.02 NOA: 14-0317.03 MDP: +70 -80 MDP X70 80 MDP: +71-76 STATE AND COUNTY RULES AND REGULATIONS QTY: 2 TY: 1 TY: 1 J 1458 NE 104 ST MIAMI SHORE FL 33138 FINISH ON ALUMINUM County:Miami-Dade SCOPE OF WORK Zone 4: +48.6 -52.7 FINISH ON ALUMINUM TO BE POWDER ISP WITHE Zone 5: +48.6 -65.1 REPLACE EXISTING WINDOWS AND DOORS SEALANT ACCORDING TO SCHEC7ULE • • • • U • •``• GLAZING: DOW CORNING l9I AND 995 STANDARD • • • Z z •• DO NOT CHANGE THE EXISTING OPENING DIMENSIONS COLOR BLACK.SHOP APPLIED •� • ••• — • • tl GENERAL NOTES ASSEMBLY: DOW CORNING l91 OR EQUAL COLOR AS PER •'•••• z at •Tz ALUMINUM FINISH.SHOPP APLIED •••• •• 4"` • • m REPLACE EXISTING WINDOWS AND DOORS •••• ' uD :V– DESIGN / COLOR AND SIZE MACH TO EXISTING WATER SEAL: DOW CORNING -I90 OR TREMCO SPECTRUM I, •• •• .. .(, u 5.1 W COLOR AS PER ALUMINUM FINISH. • • • N WINDOWS WILL BE DESIGNED AND MANUFACTURED BY •"••• . Z o m EGO WINDOWS SYSTEM AND AS APPROVED BY OWNERS FASTENERS • ••• r z TO CONFORM GENERALLY WITH THE ARCHITECTURAL ALL ASSEMBLY SCREWS WILL BE STAINLESS STEEL • • LL • N DRAWINGS AND SPECIFICATIONS USING THE FOLLOWING MATERIALS: t COUNTERSUNK IF EXPOSED-CONCRETE INSTALLATION •„• : •• IJ ' a FASTENERS ARE CORROSION RESISTANT COATED • � c,� � FRENCH DOORS WILL BE DESIGNED AND MANUFACTURED BY STRUCTURAL FASTENERS.ALL WOOD BUCKS TO BE • z W CGI WINDOWS AND AS APPROVED BY OWNERS ANCHORED PROPERLY TO TRANSFER LOADS FROM F r. �N 8 TO CONFORM GENERALLY WITH THE ARCHITECTURAL (BLAZING SYSTEM a wa DRAWINGS AND SPECIFICATIONS USING THE FOLLOWING Z � i W MATERIALS= EGRESS LUINDOLJS (CHAPTER 10, SECTION 1005-4_ cc m gQ C) o4 n n MAX(BOTTOM OF WINDOW)HEIGHT 44” OFF THE FLOOR THE WINDOW z MUST OPEN TO PROVIDE AN UNOBSTRUCTED SPACE OF 5.7 SF.THERE IS a Q AN EXCEPTION FOR GRADE LEVEL (FIRST FLOOR)WINDOWS. THEY MAY J a HAVE A MINIMUM CLEAR OPENING OF 5 SQUARE FEET. THE WIDTH OF THE a OPENING MUST BE AT LEAST 20", AND THE HEIGHT OF THE OPENING AT LEAST 24". (, S lbws 1 � S�3`niL U--rt, Ie3'$L- l.. DATE: SCALE: tvttrzoto nssrtovrta PROJECT NO: zota-tz DRAWING NO: Al MIAMI•Dt __ MIAIII-DADECOUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street,Rooin 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADME91STRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww+v.miimidade.gov/econont ECO Windows Systems,LLC 9114 N.W. 106`h Street, Medley,EL 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 duality assurance purposes. If this product or material fails to perforin 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. :0 DESCRIPTION: Series 15700"Aluminum Sliding Glass Door w/Reinforcements-L.if.L••• •••• • APPROVAL DOCUMENT: Drawing No. W13-49 REV A,titled"Series-700 Alum SLU.Glass Doa(600M.I.)", •. sheets 1 through 12 of 12 prepared b AI-Paroo Cot roration dated 09/27/13 and last re•�•0•i MAR 10 2013, •••••• g , l P Y q 7 �000Ql signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control.Approval sUunp�vith thq••••; Notice of Acceptance number and approval date by the Miami-Dade County Product Control&ttion. : •..0 00000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ••;••; ;••. 00%.* Limitations: .• .• 1. See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet 5•$xer oa (positive design pressures are limited to+70 PST w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.Lgwer design Aex9ore from*'•• charts applies to entire system. 0000 :••••: 2.See approved configurations in sheets i thru 4.The max frame width not to exceed 192". ..:. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page i and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No. 13-0912.02 MIAMI-DADECOUNfY Expiration Date: March 20,2019 Approval Date: March 20,2014 Page 1 i ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W13-49 REV A,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 MAR 10,2013,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with narked-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 addenduiv 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 FBZi-adW, prepared by Al Farooq Corporation,dated 12/12/13 and last revjwd Olt JAN 27.2014, , signed and sealed by Javad Ahmad,P.E. 000000 .• 2. Glazing complies Av/ASTME-1300-02&-04. *009 • •• 00900 ...... •..• •...• D. QUALITY ASSURANCE �, • 1. Miami Dade Department of Regulatory and Economic Resotrcts(RIM). E. MATERIAL CERTIFICATIONS '••••• 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours&Coo•-riw.for their"Butacite OO PVB interlayer",expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Nemours &CO., Inc. for "DuPont SentuyGlas®Interlayer", expiring on 01/14/2017. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 12/12/13, signed and sealed by Javad Alunad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jainie D. Gascon,P.E. yr shaq 1. Chanda,P.E. Product Control Examiner NOA No. 13-0912.02 Expiration Date: March 20,2019 Approval Date: March 20,2014 E-1 4 3/8" CLUSTER OF w 4 OR 6 ANCHORS 5"MAX. 13 MAX, AT INTERLOCK ENDS HEAD HEAD SEE SHEET 5 FOR CAPACITY ✓> CORNERS L _ J� N --- a 96"MAX. DOOR FRAME WIDTH S CL 3 O a<� INTERLOCKS pnp¢ WITH OR WITHOUT Q�; FFFiii I' ITT,,I REINFORCING _�-----I- SEE CHART#1 {L 2 N- I II I' C i i' E INSTRUCTIONS: ===it====�r=== T USE CHARTS AS FOLLOWS. J J STEP 1 SEE CHART 11 ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS• w n i ao STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMB m -I -i EXT.(+)DESIGN PRESSURE AS SHOWN ON DETAIL. d �I li' m g W STEP 3 SEE CHART#2 ON SHEET 5 FOR ANCHOR CAPACITY. STEP THE LOWEST VALUE RESULTING FROM STEPS i THRU 3 SHALL APPLY TO ENTIRE SYSTEM. II IF m 'i II UOM I J� I ¢ Z I o 3 OAYLITE OPENINGS WIDTHS: A�pppprovosscowpq{n{w11Aou C)<o FIXED STILE-INTERLOCK = PANEL WIDTH - 7.125" R/tkMB*mftco" U w INTERLOCK-ASTRAGAL - PANEL WIDTH - 7.250" B ^��'` 2 �{ W rn DAYLITE OPENING HEIGHT: �PlOdpstt!•6tIW PANEL HEIGHT - 6.50" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" 41 3/4" 41 3/a' mX FALSE MUNTINZ OPTIONAL D.L. OPG. D.L.OPG. n THESE DOORS ARE RATED FOR URGE& SMALL MISSILE IMPACT. 48 7/8" o SHUTTERS ARE NOT REQUIRED. PANEL WIDTH 48 7/8" 1 _ PANEL WIDTH n SERIES-700 ALUMINUM SLIDING GLASS DOOR -- 5" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • sitl_- • •13.4MAX •` �0 °o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY CORNER •• • SI• • ,yam . LAMINATED GLASS o HURRICANE ZONE (HVHZ). • •• • • • GLUSTl4 • INSUL. LAM. IBY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO • • • 04 OR IPAN•HOM • TRANSFER LOADS TO THE STRUCTURE. •• ••• •AT INTERLOCK•ENIQS •• LARGE MISSILE IMPACT •o SEE SHEET 5 FOR CAPACITY n ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Ertgr.JAVAD AHMA0 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CNA a TYPICAL ELEVATION FLA.PE V0592 0 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • ••• • ••• ••• • g NOT PART OF THIS APPROVAL. • • • • • - A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • •• • ril4ii ��f�5! O ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. *00 :0 :• ] L IIYY Browing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W13-49 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 12 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U CLUSTER OF 5' MAX. 13'MAX. 4 3/8" 6 ANCHORS -_�AT INTERLOCK/ASTRAGAL ENDS CORNERS HEAD HEAD 7YP. SEE SHEET 5 FOR CAPACITY _ SE IN_ Z j `J 145 71197,MAX._ \ O 9 DOOR FRAME WIDTH f: A Q;o 'o 8'Jw,a 5 INTERLOCKS WITH OR WITHOUT ISNA REINFORCING SEE CHART#1 Zyj_4 c ===;c====yr=== E J, I' '1 1.2 <= II ,I II II to � M7 � Q O M n J 0J N I, II Q Z_31y m 11' O I4J1.i B U a W N WLl ° O 42 1/i6" 42 1/16'__71 w FALSE MUNTIN D.L. OPG. O.L.OPC. 3 oc OPTIONAL 49 316- Apppp roved ueompl�iog%flblht o / f7otids ArldVog Code o B 49 5/16" PANEL WIDTH gpl PANEL WIDTH ASTRAGAL INTERLOCK fulfill t►l 5'MAX. mm SILL 13"MAX. 9 �Gtl1'STER EI• ° CORNERS SILL '.� •4 OR 6 ANdHOR% • • • • • • o INTERLO&AS"AL 4ND! • • • s TYPICAL ELEVATION S[�SHEEN FA • •• ------ Eng,:JAVAD AHMAD I� i CML FLA.PE/70592 $ • ••• • ••• ••• ••• CAN.'.5538 a, - 3 • • •• • • • • • • •• •• 1'illii 1 I�f drawing no. • W13-49 sheet Q of�2 0:0•• • • • • 0:6•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLUSTER OF u 0 5"MAX. 13" MAX. 4 3/8' 4 OR 8 ANCHORS a HEAD HEAD TYP. /-AT INTERLOCK/ASTRAGAL ENDS CORNERS SEE SHEET 5 FOR CAPACITY . 3t ZW 192" a gG � DOOR FRAME WIDTH C �' A �0 yo � INTERLOCKS INTERLOCKS 0 II II WITH OR WITHOUT II li WITH OR WITHOUT Q; •OJ REINFORCING - ----- - REINFORCING a 111 31i SEE CHART 01 _111_ SEE CHART c D a a 0 ===,t====fir=== 'e, lis DW p tl 'I I 11 Nr- m tI 11 11 11 N �to M N Q •� � w U.o g U w rn W rn� O N 42 1/16 42.1/15- 49 2 1/16" m w ' FALSE MUMIN D.L. OPG. D.L. OPG. OPTIONAL 'vl c0i o 49 3/16' is PANEL WIDTH 49 5/16' h�Q1�'tdewnpfyls¢•tTb16e °g PANEL WIDTH F7orfde 61dd1et Cade - pole 31'2o t I`p � INTERLOCK ASTRAGAL INTERLOCK NOAH 5'MAX. SILL •13" 0 • • • • 61CHORS H a CORNERS SILL '�` I� TYPICAL ELEVATIOL • •• • OTJI�ERLOC ASTRAGAL ENDS d< OXXX • • • • • • SEE HEET AOR CAPACIN -- •• ••• •• • • • •• .f En9r:JAVAO AHMAD r j CML FLA.PE J53370592 $ n ••• • ••• • • • v° v` u • •• • • ♦ •• •• 1• -,'JiI -�"I drawing no. W13-49 sheet 3 of�2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r�o _ DOORUy, 10 A I NOTE: Z C E 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. F� I ° 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS o- REQUIREMENTS SEE SHEET 5. 9 o- 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU S. a INTERLOCK r <NlagHOWNI) EXTERIOR SryryS oo XX I DOOR FRAME WIDTH _I v LLQ p DOOR FRAME WIDTH O: E a Ul (1 D ASTRAGAL 4- 0 0 s , J o INTERLOCK o (n OXX(SHOWN) EXTERIOR I Ld W XXO DOOR FRAME WIDTH }W DOOR FRAME WIDTH o V)'w 00 O 0 M n I = C C Z F CO- ASTRAGAL S 3Z� a fi f,• t N O J v W O Q e W rnE 2S INTERLOCK O OXO(SHOWN) I _ EXTERIOR DOOR FRAME WIDTH _I r� DOOR FRAME WIDTH PArornl w cungilT6lµw11M1"Nf A FloHde tlu Ing Cale � C p NfIM o v¢ M f4lod�lsit'isJ o- b o- •• 0 8 •• • • • • • 2 INTERLOCK • •• .ITERI.00K c a • • • •.• • O F�CTERI OXXX(SHOWN) I • • • • • . • L� •lOOR•FAhC WID.i• • • • •• XXXX Fngr.JAVA°AHMAO ^ i CN4. F APPROVED CONFIGURATIONS i CAN.3 92 539 .• .• •• W13-49 • sheet 4 of12 • • • • • • • • • • • •• •• • • • •• •• CHART #1 CHART y2 3/16"TEMP. GLASS I��� w DESIGN LOAD CAPACITY - PSF (GLASS) LOAD CAPACITY - PSF (ANCHORS) 3/8"AIR SPACE U+ CLASS TYPES GLASS TYPES 3/16"HEAT STREN'D GLASS 4 AN ORS a ANCHORS 'A', 'Al' AT IDC. AT 11M. 3/16"HEAT STREN'D CLASS AVERAGE DOOR FRAME WITHOUT REINF. WITH RRINF. AVERAGE OOOR FRAME yT,�ENDS y.Dly ENDS .090'INTERLAYER Z j PANEL MOTH HEIGHT PANEL VAOTH W09 SENTRYGLAS BY'DUPONT' O FZ INCHES INCHES EXT.(+) INT.(-) EXT.(+) WT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) .090"INTERLAYER W 30 70.0 80.0 70.0 80.0 30 70.0 80.0 70.0 80.0 3/16"HEAT STREN'0 GLASS SENTRYCLAS BY'DUPONT' IL 6 Fj Alm :7R .p! M fSp X90. 70.0 80.0 3/16"HEAT STREN'D CLASS g V 42 � 70.0 80.0 70.0 80.0 42 dEw 70.0 80.0 70.0 80.0 em 70.0 -x 7 807A (3" 0;0- 75: 70.0 80.0 z II i_ �'0 LL 54 62.2 71.1 62.2 71.1 54 62.2 70.5 62.2 71.1 3 m /� �I ', �\ a rn / �I � ,I \\ �' 14 30 70.0 80.0 70.0 80.0 30 70.0 80.0 70.0 80.0 wy / 23 iI ,I \ 23 d d iI \ 0r0 /q pp 36 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 84 _70.0 80.0 70.0 80.0 42 84 70.0 79.1 70.0 80.0 �I �I SILICONE �I ,I �I SILICONE g dl 48 70.0 80.0 70.0 80.0 49 70.0 7z.7 70.0 80.0 I ,1 ,I I Dow 899 I ii iI I DOW 899 3 54 62.2 71.1 62.2 71.0 54 62.2 68.0 62.2 71.1 W F 30 70.0 80.0 70.0 90.0 3p 70.0 80.0 70.0 80.0 g \ / o \ / J CL�1 36 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 ¢ \ / \ / a W wiz CARDINAL XL 42 90 70.0 80.0 70.0 80.0 42 90 70.0 72.2 70.0 80.0 \ / \\ EDGE SPACER --� 48 70.0 80.0 70.0 80.0 48 86.1 66.1 70.0 80.0 ST. STEEL 54 - - 62.2 71.1 54 61.5 61.5 62.2 71.1 GLASS TYPE 'Al' J 30 70.0 80.0 70.0 80.0 30 70.0 80.0 70.0 80.0 7/16"OVERALL LAM.CLASS 1"OVERALL INSUL LAM.GLASS J 36 70.0 80.0 70.0 BO.0 36 70.0 74.6 70.0 80.0 42 96 70.0 80.0 70.0 BO.0 42 96 66.5 66.5 70.0 80.0 (n 3/16"TEMP. CLASS 48 70.0 80.0 70.0 80.0 48 60.6 60.6 70.0 80.0 rn W 3/8"AIR SPACE F-'I--� 54 - - 62.2 71.1 54 56.2 56.2 62.2 71.1 3/16"HEAT STREN'0 CLASS C2 to Lq 30 _ 70.0 80.0 70.0 80.0 30 _70.0 80.0 70.0 80.0 3/16"HEAT STREN'D GLASS V)m o .090"36 98 70.0 80.0 70.0 80.0 36 70.0 - 72.7 70.0 80.0 BUTA INTERLAYER 98 BUTACHE PVB 8Y'DUPONT' .090' INTERLAYER �n 42 70.0 80.0 70.0 80.0 42 64.7 64.7 70.0 80.0 _ BUTACITE PVB BY'DUPONT' � O O"1 � 48 70.0 80.0 70.0 80.0 48 58.9 58.9 70.0 80.0 3/16'HEAT STREN'0 CLASS p- 30 - - 70.0 80.0 30 70.0 80.0 70.0 80.0 3/16'HEAT STREN'D GLASS Z 3 36 - - 70.0 80.0 36 102 69.2 69.2 70.0 _ 80.0 42 102 _- _ 70.0 80.0 42 61.5__ 61._5 70.0 80.0 = I I z - O d• 48 - - 70.0 80.0 48 55.9 ^55.9 70.0 80.0 yam / iI'II �\ N / �I 'II \\ ¢ U^W w W rnm '^ `a 23 3p - - 70.0 60.0 30 70.0 7s.0 70.0 90.0 any / 23 ,I ,I \ \ 36 - - 70.0 80.0 36 109 64.6 64.6 70.0 80.0 ^ 42 108 _ _ 70.0 80.0 42 57.3 57.3 70.0 80.0 �I iI SILICONE iI �I SILICONE ii iI. DOW 899 48 - - 70.0 80.0 48 51.9 51.9 70.0 77.9 I �I ,� I DOW 899 $ \ / o w \ /CARDINAL XL 0. 7 7 ` � � EDGE SPACER u a ST. STEEL y 6 GLASS TYPE 'B' GLASS TYPE 'BI' 7/16"OVERALL LAM. CLASS 1"OVERALL INSUL.LAM. CLASS •Y ••• • • • • • •• ,,�.,S,.�oft5 10 • • • Y • • • • • App IOYldq•D81+'v'^6FTF�1T B ALL EXTERIOR(+) LOAf�SHOWN IN•CHARi6aN80►'E,•LE• • • GLAZING OPTIONS F'iDtM1TBH FOR DOORS WITH 2-3/4•CC Al TS•+ • • • ••• • FAIL 3. I c°< 17 FOR 2"SILL HEIGHT LWJJ EXT j+�rlA S•TC 4f0.AF� � ••• -0 I z• O DOORS WITH 1-1/8"SILL HEIGHTS ARE NOT APPROVED FOR ptobTLCkgroF INTERLOCKS WITHOIYf REINF. INTERLOCKS WITR REINF. WATER INFILTRATION RESISTANCE Engr:3AVAD AHNAD FIl i_5 •,4 .\�( N •� SEE SHEET 7 FOR DETAILS CML FLA.PE 70592 $ • ••• • ••• ••• •a•• C.A.N. 538 NOTE: • • • • • • SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. ••• • ••• • • • o # 5 SEE CHART #2 FOR ANCHORS CAPACITY. • � �� • • i ROTE: • • • LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. SS CAPA FIES Olt THIS SHEET ARE O • a • /' Browing no. BASED ON ATM E1•300-09 (3 SEC. GUSTS Wl 3-49 AVERAGE PANEL WIDTH . DOOR FRAME_W10TH AND FLORIDA BUILDING COMMISSION (MAX. 4 PANEL OR LESS) NUMBER OF PANELS DECLARATORY STATEMENT DCA05-DEC-219 sheet 5 of 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —U U W M 16Y OR 26Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS C ; MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM W AND TRANSFER THEM TO THE BUILDING STRUCTURE. o LL TYPICAL ANCHORS: SEE ELEV. FOR SPACING O�j -AT HEAD - — — — — — TYPE 'A'- rr/4 !ELM-M-177 KSI,Fy-155 K51) INTO Y WOASOWOOD STRUCTURES I O 0,0 ,¢ 1-1/2" MIN. PENETRATION INTO WOOD ; /`THftU-T@Y'BUCKSnNTT i3`CONCRET a- 411/�N@LfhIBE0JNrO�C I a TYPE 'B'- 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) I O DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED I J J J TYPE 'C'- 1/4' DLA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) 8 c6 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) W ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) " w L — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I z 10 J o 1_� N p r_ N A'P-8i6L — — — — — p M ,� TYPE 'B'— T (Fu=177 KSI,Fy=155 KSI) Z 3� m DIR T Y INTO CONCR T 3 z o L — 4�M1N-EMBE— — — — — — — — J Lu p <a —AT JAMB9-- — — — — — W TYPE 'A'- tdl TRbCON BY`''ELCO' Fu-1n KSI, Fy-155 KSI) �IM10-2BY`W60b'BUCKS7WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD s HR. IB Y BUCKS INTO GONG. OR MASON L4_ 11 IN. EMBED INTO GONG. OR MASOJ PGrmdammplyi.gwllj,pN q TYPE 'B'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) I flmWabuIdMg Coda oOA 3 err DIRECTLY INTO CONC. OR MASONRY Mlemlp.—.1 oal 1-1/4" MIN. EMBED INTO CONC. OR MASONRY I �d�efc`f (l/e� TYPE 'C'- 1/4" DIA_ SELF DRILLING SCREWS (GRADE 5 CRs) I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I 0000: • ••• c INTO METAL STRUCTURES • • • • • • • • 000 a STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) I • •• s • • • ••• • ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) • • • • 000 • • • • --� L (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I •• ••• • • • •• J En9r.JAVAD PNMAO i ANCHOR EDGE DISTANCES FIA PC 70.592 $ • ••• • ••• ••• •••• C.A.N. 538 INTO CONCRETE = 2-1/2" MIN. • • • • • INTO WOOD STRUCTURE = 1" MIN. ••• • ••• • • • -� $ ° INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • • • • tt( • •• • 000 •• •• ( ..i1C7 drawing no. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. • • • • • W13-49 C-90 HOLLOW/nLLEO BLOCK AT JAMBS f'm - 2000 PSI MIN. sheat 6 0(12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 900 0 0 0 000 0 0 TYPICAL ANCHORSv 00 SEE ELEVS. 1f1Y WOOD RUCK m FOR SPACING (SEE NOTE SHEET 1) x rcIa j METAL ,h _ N STRUCTURES 3 f GE�DSY. .3a/a•., ',CONCRETE a 1/9"THK. Z :.SAG�ERI:D', MIN. 3_7 g• o Go EDGE DISI. 3-1/6" C EDGE DIST. STAGGERED ; o Z STAGGERED ~P ry al �, I L a °0L<g O TYPICAL ANCHORS 0 4 SEE ELEVS. 3 TYPICAL ANCHORS FOR SPACING Q SEE ELEVS. LL 2•- i FOR SPACING ___ _____ ____ __ ________ __ IY1 IT 9 _____________. Q w � �j MIAMID COUNTY APPR' MUD MULLION I I II II I I SEE SEP TE NOA 1 ^ 10 li I, II 11 II II 3-'/R• II , li II ,I I I STAGGERED __________ ________J 0 0 II it II II II Ij ry h h it '� W FF I II II II II � �W II II II ,1 II II �1 II 'I II FTO1IQY Ytdt!=COAL gN1hrI (nM II I I, I, II SEE TYPICE ANCHORS DWe 3 S zL t 14- Q o M u�i w NoAs la FOR SPACING 3 {PEEPHOLES: �csaWl o � a Wi = 1-1/2" LONG NOTCH AT EACH END. I - II .I II II II W O a II II ,I II II W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS a W rnO o kE7 AND 36" O.C. I, II II it �I k it ,I I it d W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS W II II 11 II II . AND 36° O.C. 4 h 4 4 h II II II II I, W4 - 1/4° X 1° LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. o II I' II 11 II PILE PADS: 'g 23 c t, 4 14 Pt = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH ,s 13 P2 = SELF ADHESIVE PILE PAD 1" X 3/8" X 1/4" HIGH •• d Y- © s 24 ••• • • • • •• P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 0 a m P4 • • • • • • • • �,"-„ 2-1/2" X 1" X 3/8" HIGH o< W4 • • •• • • • i • " x c • • • • • ♦ • aP4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL o 21 • • • • •'_• • v-i 2" LONG X 1-7/16" WIDE X 7/16" HIGH I � � ch E JAVAll AHMAD W3 .._ N �•. CML i r FLA.PE 1 70592 NOT APPROVED LIMIT MAX. LIMB MAX. CAN.3538 CONCRETE -P3 F:R WATER RESSTANCE• EXT."ROADS •••EXN.�f LOADS f t 3.K$W UIN. ' I" • • • TO 47.0"F • TO D.0 PSF hiE+a I •.3-P/8'� I W1,W2 RE ISTAOJCE EXT.(+) LOAD • �w..n '•!ti Browing no. E DIST. • •SL L 4 JS ILI*R. STAGGERED TYPICAL ANCHORS • • SEE ELM. SEE CI�ART rFOR DOOR•CAPAC114 _ W13-49 11 PI FOR SPACING sheet 7 of12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f� 0 PANEL WIDTH � TYPICAL ANCHORS REINFORCING n SEE ELEV. AS REGO. TYPICAL ANCHORS FOR SPACING SEE SHEET 5TYPICAL ANCHORS SEE ELEV. z J FOR CAPACITY SEE ELEV. FOR SPACING O © O D.L. OPG. E FOR SPACING F ! P2— a 5 a ..... .... ... xvM..:..:.:.. 0, > �u v v"w� . . •: fou 4 r — — — — 19 1, 1 00 _............ 22 — • � Q LL z — n < 4iiiii:4i�ii5i?:5i=i::io1 M N .•p � J O�Z �j?�{ L':iiJ6ii:�r� T n � U INTERLOCK 28Y WO BUCK .'a a _a 21 17 8 WOOD ST CTURE a p w �r w SEE NOTE HEET , " °�. Oo (A EXTERIOR xz. N W U D.L.O. 3orct- .z �D P3 00; N 0 N PANEL WIDTH n to r MAX. DOOR FRAME WIDTH Lsn Z�� SHIM o 3 0 3 G}n lal rn O PANEL WIDTH O ..yp.uaa v cv,nly.p•,..,:,t.. � -- MrW.H.Wl.t Code 015 MWr aProAectC'oW[DI _g u P3 -A 8 • 00 09 00 ............. iii a •• " 9 • .......... En r.JAVAD AHAIAD n t _o CIVILFIA PE/70592 $ - s CAN.3538 • • ••• 'J 9 • • •• � • • • �XTERjQR •• •rE%, ;'sl'! drawing no. ASTRAGAL • • rANEL WIDTH' • W13-49 sheet_Q---f 12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o ITEM/ PART/ QUANTITY DESCRIP'CION MATERIA[. MANP./SUPPLIER/REMARKS � " w 1 E701 1 FRAME HEAD 6005-T5 - �j 2 E702 1 FRAME SILL 6005-T5 - n 3 E703 2 FRAME JAMB 6063-T6 - O 3 4 E_704 2/PANEL PANEL TOP AND BOTTOM RAIL _ 6063-T6 - 5 E705 AS ROD. PANEL LOCK STILE 6063-T6 - CL 3 6 E706 AS REDD. PANEL OUTER INTERLOCK 6063-T8 - O 7 E707 AS REOD. PANEL INNER INTERLOCK 8063-T6 - �LLLljjj 8 E708 AS REDD. PANEL MALE ASTRAGAL. 6063-T6 - �.C 9 E709 AS REQO. PANEL FEMALE ASTRAGAL 6063-T6 - O 10 E710 AS READ, GLAZING BEAD 7/16"LAMI GLASS 6063-T6 - 11 E711 AS REDD. GLAZING BEAD I"INSULATED GLASS 6063-T6 - Cf QMQ 12 E712 AS REOD. SILL TRIM 6063-T6 OPTIONAL 8 Q 6 aL�y 13 E713 AS REDD. 2'SILL RISER 6063-T6 - �i 3 mcGv 14 E714 AS READ. 2-3/4'SILL RISER 6063-T6 - aLL 2 YI tl 15 E715 AS REDD. FIXED PANEL CUP 6063-16 - 17 E717 AS READ. INTERLOCK STIFFENER(FULL PANEL LENGTH) 6063-T6 - Q W elf F 18 #10 X 3/4'HWH SMS AS READ. FRAME ASSY.SCREWS ST.STEEL - O 18A /10 X 1'FH SMS AS READ. PANEL ASSY. SCREWS ST.STEEL - 19 /8 X 1/2'PH SMS 2/CLIP FOXED PANEL CUP SCREWS ST.STEEL AT 3"FROM ENDS 4 16"O.C. J 20 /10 X 1-1/4'PH SMS 1/ROLLER ROLLER INST.SCREWS - NOT SHOWN J 21 WEATHERSTRIP AS READ. FRAME AND PANEL WEATHERSTRIP - FIN SEAL.190 HIGH BY ULTRAFAB o In 22 E235 AS READ. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAS 23 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65±5 rn W 24 PR03-6005 2/MOV.PANEL ROLLER ASSEMBLY - INTERLOCK (1/2"MTC.SPACER REDD.) 25 E718 2/PANEL FIXED PANEL SKATE DELRIN 28 /8 X 1/2'PH SMS 2/CLIP AXED PANEL SKATE INST.SCREWS ST. STEEL to^ m N 27 - AS READ. 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK Q o M 28 AS READ. BUMPON (SUCONE SPACER) SILICONE BY FRANK LOWE a Z^-i 0 3 Z ur paw O .pproctd u cowply%g%ith%f PbAd�Bddkrg Cade 25 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH NOAH 4 h1lited t WHITE/ALUMINUM COLORED SILICONE. -g cam. Engr.JAVAO AHMAD w CML FLA.PE/70592 C.A.N.3538 9 } • ••• • .•. ••• .•. o R • • • • • • • • • • ,/,+{jj�,,;k.) drawing no. • W13-49 sheet t 0 of�2 • • • • • • • • • • • •• •• • • • •• •• L 0 �5.059� 3.562---�I 3125 IIS �� m .125� .130 1 "{,893� � I .078 }I--I Z j �12 �1II!' �IIIi .93� .045 .937 ,050 1.021 1.129 .078 1.824 x•048 2.105 .078 1.6,8 .062 .082 a I-1.252 F-1.252 O 1.998 1 1.998 aY V .094 2.625----Ja O n 2.625 10 GLAZING BEAD GLAZING BEAD tp- FRAME HEAD PANEL LOCK STILE Y wsUL.LAM.GLASS 1t 7/16'LAM. GLASS n O O O7 PANEL INNER INTERLOCK 4a&<p 1.471-j .210 V y F1.144 I .062 I^-3.562 .210 �( I068 .210 Qa�f � .068 2.687 1.998 3.250 1937. 2.tos - U 2.313 .078 1.848 .078 .125 1.047 1.047 1.047 v J .068 J � 5.532 8 2 1 998 1 823 2.625 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER 1W... w •062 O PANEL TOP & BOTTOM RAIL O PANEL OUTER INTERLOCK z o Vt m p o n v� 2.248 0 h m .915 .125 o Z 357 W OdJo v O .149 I�-� 1.494 .078 WLd rn L 3 FRAME JAMB 1'540-I O .125 5 1.998 2.057 1s FIX. PANEL CLIP 17 INTERLOCK STIFFENER anklhvgcode ingCTY a NOAi 1.139 1.022 f^-3.687 3.437 .078 I 5.274 �il 078 1.824 c m •• • • • • •• y o0 • • • • • ` C< O FRAME SILL • • • • • 1.624• •• • 1.848 0 3.820 • I : • • Y �9�' E JAVAU AHI.UD 78 n .0 CML i 70 2.500 SCAN.PE 3538592 S L • ••• • ••• ••• •t• •• • • • 0 .140 • • • • • • • • �,,; II";�i��.5 drawing no. 2.000 •• • • •• •• _ W13-49 O PANEL FEMALE ASTRAGAL O PANEL MALE ASTRAGAL sheet 11 of1� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 0 18 ��n Z F 90 �o LL O�ao as IOU O J J 0 (ry o � FRAME TOP CORNER FW-• PANEL TOP/BOTTOM CORNER }w z fn 00 o N n Nm O oM 7 Q ,n e i Z lpip 8 3Z 1 J n O�W Ld O f O npprured u oomplying xlthlM -PPP-dale Cade c yyMte Zn,2n(� R ���eeee W i N o n / •• • • • • •• o" • •• • • • • • Enar.JAVAD k n c CML MAp j FLA,PC 592 • •• • 000 ••• 000 C.A.N. 538 c • •• • • • •• •• . drawing no. FRAME BOTTOM CORNER �' ��•, ^�1'1 W 13-49 sheet 12 of�Q ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MOONED MIAN-CA€)E MIAIIII-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADNUMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade. ov/econom Eco Window Systems,LLC 9114 NW 1.06 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 tire expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed W. 4Jy*,, (L.M.I.)",sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,aep4ttj by At-Farooq Corporation, signed and sealed by Javad Alumad,P.E., bearing the Miami-Dade Coul"Prbduct Contibl Renewal stamp with the Notice of Acceptance number and expiration date by the M1am;-ISade County • ...... Product Control Section. "•'•' MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ••••• LABELING: Each unit shall bear a permanent label with tire manufacturer's nw T4 If . logo, c3 "state, "" • . •1• ....:. model/series, and following statement: Miami-Dade County Product Control Approve.d„" unless o• erwise noted herein. • . . . . ...... RENEWAL of this NOA shall be considered after a renewal application has been.filed.and there has been • • no change in the applicable building code negatively affecting the performance of thin product. :-0. • ..00 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be.provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#13-0206.05 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation-was reviewed by Manuel Perez,P.E. NOA No. 14-0317.03 MIAMI DADE COUNTY Expiration Date: June 17,'2019 Approval Date: April 10,2014 lo- Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled"Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09,with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#13-0206.05) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 97 1/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-08-2192A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97 1/4"wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&TesfingInc., Test Report No.HETI-08-2192B, dated 01/15/09,signed and sp alid py Candido F. •...:. Font, P.E. (Sftbfttitted under NOA#09-04X3.08) '• ...... . ...... 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 • •• • 2)Uniform Static Air Pressure Test,Loading per FAC,TAS.20294 3)Water Resistance Test,per FBC,TAS 202-9%...' : 00.0 ••••• along with installation diagram of a 48 1/4"wide x 96 3/8"high 13uard sues 300 aluminum circular arch top fixed window,prepared by Hurricadul Eifgineerih'g& *Soo:* Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09js1�4 and�eafqd by ...... Candido F.Font, P.E. (Submitted underNOA#09-0413.08) .. 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201.9 ••• •• 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 •••• along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No. HETI-08-2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Subfnitted underNOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering &Testing Inc.,Test Report No. HETI-08-2194, dated 01/15/09, signed and sealedJiy-f-'andido F.Font,P.E. (Sttbfttitted under NOA#09-0413.08) _) Manuel P E. Product Control ran I NOA No.l 7.03 Expiration Date: June 17,2019 Approval Date: April 10,2014 •E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F.Font, P.E. (Submitted tinder NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010,. dated 01/27/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont IfvNei4ours fi6gcQv Inc. •, for their"DuPont Butacite®PVB Interlayer"dated 04/11/13',VWfing ofl 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont VeMemours & Co.,Inc.:•••• for their"DuPont SentryGlas®Interlayer"dated 08/25/11,exyWUg on 0 �%NIX. 96.66. 6966 9999. F. STATEMENTS •••••6 0000 •••••• 1. Statement letter of conformance,complying with FBC-2010, 4tdd%nary 17'2014, signed and sealed by Javad Ahmad,P.E. :•••:• ...... 2. Statement letter of conformance, complying with FBC-2010, aftd df to finangw.. ;•••• interest,dated January 30,2012,signed and sealed by Javad Ahmad,P.E. ..:. (Submitted under previous NDA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 13-0206.05, issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I.,approved on 05/02/13 and expiring on 06/17/14. Manuel Perez E. Product Control E ami/er NOA No.14-'0 .03 Expiration Date: June 17,2019 Approval Date: April 10,2014 E-2 .•1O.Q8117 .8y.O1-3fi'-O-�-IIb- LQ 2.588 _Wc.�f1It1i�IINN i11a1nuiILIII i-II D^.c�OY/4-1-_0=-Tc�LIH 0628FALSE MUNBNS O.L.OPO. .600 9 (SURFACE PLED) I111LDiiI�nuI1k�I1i�i I1 �iv r.67S OPIA OB A —12.511 .062 �CnTVa!`V�8 ag FLUSH FRAME ADAPTER 2.750 VQOO FRAME HEAD/SILL/JAMB C1ii C ffi750 19�b U .ay J4- 3r GLAZING BEAD 1A70-- 5 0 if Vo�E to 8S°Gt ' if ANCHOR COVER 8 I O it z3� 6'MAX. 12'MAX. 3::Z d HEAD/Sfll HEAD/SILL 0 V a v CORNERS b U•-1+1 W W o,m TYPICAL ELEVATION O ECO—GUARD SERIES-300 ALUMINUM FIXED IYINDOIY DESIGN LOAD.RATINGS FOR THESE WINDOWS TO BE AS PER GSec,., 0.1.0. DIMS. CHARTS SHOWN ON SHEETS 2. c b D,L,O, HEIGHT WINDOW HEIGHT - 3.625' APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. WIDTH WINDOW WIDTH - 3.625" f5 COMBINATIONS OF FIX,/FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMi-DADE COUNTY APPROVED MULLIONS IN BETWEEN. IRIDDUCTRENNIF- ds LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL _ soldinplyiaga.Nh the lclet(bC 9oI01ng Code WILL APPLY TO ENTIRE SYSTEM. AcccptomNo 4-G !?03 •• ••• • • ••• • • ••• F.><pimllon Datt "Z�E`� •y h THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ. •• •• ••• • • ••• •• ADand)alk Pe dact Can(-,, t o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• 400 •• • • • •• f $ q LOADS TO THE STRUCTURE. RAS AHMAI PRODUCT RBVISBD a i THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. a wnipl)•fnglvilhthoigmida ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS SHUTTERS ARE N07 REQUIRED. 70`d2 Building Code EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO _�. 36 Builth g Coda ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ••• • -_• — • • B,x iralion_a Q. $ NOT PART OF TINS APPROVAL. ••• • ••• • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, • • • • : • • •• ••, DYy 'aMATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT 2013 W09_20 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. sheet I of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP mm � � o 3/16"ANN.GLASS 3/16"HEAT STREN'D.CLASS WINDOIT DINS. GLASS TYPE'C' CLASS TYPE'D' WINDOW DIMS, CLASS TYPE'C' CLASS TYPE'D' WIDTH(W)LENGTH(L) E%T.(+) INT.(-) EXT.(+) INT.(-) WIDTH(W)LENGTH(L) EXT.(+) 1HT.(-) EXT.(+) INT.(-) 0Q71 .090"INTERLAYER .096"INTERLAYER 24• 75.0 80.0 80.0 _90.0 26-1/2' 75.0 80.0 80.0 90.0 0 0 J BUTACITE W8 BY'DUPONT' SEN7RYCLAS BY'DUPONT'' 75.0 80.0 80.0 90.0 L J0' 75.0 60.0 80.0 9D.0 37' 26` 3/16"ANN.CLASS 3/16•HEAT STREN'D,CLASS 36' 75.0 80.0 80.0 90.0 53-1/B' 75.0 80.0 80.0 90.0 N n. 42• 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 SILICONE SILICONE 48• 36' 75.0 80.0 SOA 9D.0 26-1/2" 75.0 80.0 80.0 90.0 DOW CORNING 899 DOW CORNING B99 CE SCS 2000 GE SCS 2000 54• 75A 80.0 80.0 90.0 37' JS-3/8' 75.0 80.0 80.0 90.0 a o. gp' 75.0 80.0 ff 0 53-1/8' 75.0 80.0 80.0 90.0 0 t 9 ii II i 66" 75.0 80.0 0 74" 78.0 80.0 80.0 ..0 V o0 io 4 li II io 4 {� I� 72• 75.0 80.0 0 26-1/2' 75.0 80.0 80.0 90.0 O a Q Q S 24' 75,0 80.0 0 ST 75,0 80.0 80.0 90.0 0 O ti EK 11 f ii eIQ^�.fl. 71.3 76.0 � &SIUM }p 75.0 80.0 .0 Q3�/111 Qi 36• 75,0 80.0 .0 74• 7f.J 73.7 80.0 90.0 11 4E• 48' 75.0 80A ,0 26-1/2" 75,0 80.0 80.0 90.0 t qg' 75.0 80.0 .0 H.-12- 63' 75.0 80.0 80.0 90.0 Q It8 X 1-1/4"SMS �8 X 1-I/4"SMS 54" 175.0 80.0 .0 8'1.9 72.5 80.0 90.0 O AT 3-1{2°FROM ENDS AT 3-1e2'FROM ENDS gp• 80,0 80.0 90.0 75.0 80.0 80.0 90.0 AND 10 O.C. MAX. AND 10 O.C.MAX. N 66• 80A 80.0 90.0 76" 75.0 80.0 80.0 90.0GLASS TYPE 'C' GLASS TYPE 'D' 72' 76.6 80.0 90.0 67.9 60.9 60.0 90.0 GLAZING OPTIONS 24" 80.0 80.0 90.0 30" 80.0 80.0 90.0 W36' 80.0 80.0 90.0 1- 42• 60, 75.0 80.0 80.0 90.0 I,l 4g• 75.0 80.0 [Go !:004-0.0 Ld tb 54" 86.8 71.3 f` m 60" 60.2 64.2 L I 00,0 I gg• 80.2 84.2 --_-� J w 72" eo.2 64.2 T� -Z t` WINOOVI I WIDTH WINDOW 1 I La r -) Y4' 75.0 80.0 }{30• 75.0 80E614.2 0 80. ��/� p I I I I J6' 75.0 $0.0 90.0 42° 72' 75.0 80.0 90,0 �y 48" 75.0 80.0 00.0 $ g4• 66.8 60,0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. b L- _J 60" 60.2 80,0 90.0 24' 75.0 80.0 80.0 e 1'AN00 WINODW WIDTH I YIINUOVI WIDTH '}p• 75.0 80.0 80.0 90.0 $ I I s!ROAUCf IiF.MF.tiY61'r q 36' 75.0 80.0 80.0 90.0 a4e4mPI)ingwiththe Mort& 81• Bolding Cale 42• 70.0 70,0 80.0 90.0 Acceptanm No_/�r,,3t7 Gg ? 1 - I 4 49• sss ess $0.0 90.0 Cxplrntlon Onte r�2Gr�t 54' 64.3 64.3 60.0 9D.0 U l!� Gt7� I I j I 24' 75.0 80.0 80.0 90.0 Atlanade Product CO. f y 75.0 80.0 80.0 9o.0 L J W.V807 • • • ••• •J4 •96' 75.0 78.2 80.0 90.0. NOTE; I` w • •• • • •420 64.6 64.6 80.0 904 GLASS CAPACITIES ON THIS SHEET ARE WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH • • • • • • • • lull -11 • • • • • 59.9 59.9 80.0 90.0 BASED ON ASTM E1300-04 (3 SEC. GUSTS). c • , • •• • •24• • 75.0 80.0 80,6 90.0 0 �- = r- -T F -- -- 3 3O• 106• 75.0 80.0 80.0 90.0 Eng...JAVADCrAµM PRODUcompC n6 REVIith SED t 3 6 $ 36" 74.g 74.5 80.0 90.0 FIA.PE 70s92 Ampl g Cock v 1 I I 4" 61.5 Btb eo.0 90.0 CA.N. 538 Acceplwla No �' 05 9 • ••• CxpiretionDale • • 24'• • 75.0 80.0 80.0 80.0 - ••• • ••• • 30•• 12(� 75.0 80.o 80.0 90.0 - I p g$Y Y • • • • • • • 1 5 2U 17fiwnl alePfod6ctCo I drOWing n0. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR C�7 f •• • • • 36'• •• 74.5 74.5 80.0 90.0 VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE•WS W09-20 SHOWN IN DOTTED LINES AND OBTAINING ALLOWA13L.E LOADS FROM THOSE SHAPES sheel2of 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS ��� IBY SEE ELEV.FOR SPACING METAL TYPICAL ANCHORS 2 000 BUCK WOOD fiUCK STRUCTURE SEE ELEV.FOR SPACING OR N I• MIAMI–DADE COUNTY APPROVED WOOD ST TORE 1 MULLION&MULLION ANCHORS SEE SEPARATE NOA rO r' MO a 2 i! !j BdQp !! !I TYPICAL ANCHORS TYPICAL ANCHORS o i� !! SEE ELEV.FOR SPACING SEE ELEV,FOR SPACING 3 it i! ?�E ti !! ;! TYPICAL ANCHORS: SEE ELEV.FOR SPACING - WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. !! �! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �1' 'A'DMr"TAPCOM�BY:�9W+"(F-120 KSI,Fy=92 KSI) J s AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J J� 1-3/8" MIN. PENETRATION INTO WOOD I n i N II i THRU 1 EiY BUCKS INTO CONC. OR MASONRY � " MIN. EMBED INTO CONC. OR MASONRY t a it ji IDIRECTLY INTO COPd. OR TAASdNRY IT pii !i I/411-MIN—. EMBEO`INTO•CBNC:- MASONRY 8 $, = o W n 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADDon E 5 CRS) Q u�I o FI 'i INTO METAL STRUCTURES Z t,., g{ STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) 3 z jl ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) O v (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I U' w til rn 1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � I iI P INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .090") i (NO SHIM SPACE) TYPICAL EDGE DISTANCE iuto Ii! INTO CONCRETE AND MASONRY - 2-1/2" MIN. o € i INTO WOOD STRUCTURE 1" MIN. 14 ti 9 INTO METAL STRUCTURE 3/4" MIN. c� CONCRETE f'o - 3000 PSI MIN, j �i �i C-90 HOLLOW/FILLED BLOCK Ym 1500 PSI MW. I; 2 jl II c •m�^ SEALANT: c I .I • • • • • •• ♦•• •••• • • • • • • • � ALL JOINTS AND FRAME CONNECTIONS SEALED WITH O - • • •• • • JOINT SEALER. B • •• • • • • • �� I •• 000 • • • ♦ En9r.JAVAp AH11- PRODUCT RUVIS13D 1$ •° 4e yItOBUCTRM7 awn FIA F.I. Dutldlodg�Codavllh the Plortdn 3 . - a e _ Al t4Mplylog w)Ih 14AiCtAT�y CAN. 38 Acap_C No �Q Q g .tl Yaldtny Code ,pirntian Date, 9 o n ...e. I ° < ••• _ °. 0 • •°.°'. :v Exp w"',DA !i a. i/�f "BY O 1 • • r • • : •v 1 • 19RCAL ANCHORS Dy ,(, ", >. lj�rol nta Product Contro droning no. a - TYPICAL ANCHORS v. J SEE ELEV.FOR SPACING •y' WOOD DIfby fCK FIR SPACING litpmjDAdcP----� JAN 9 5 W09-20 • • FIR sPAaND f rLdncl.Coc " L' sheet 3o 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U ITEM# PART/ REQD. DESCRIPTION MATERIAL MANF./SUPPUBR/REMARKS �4w o 1 FY301 2 FRAME HEAD/SILL/JAMB 6003-TS - N I/e'THK. 6 2 FY302 AS READ. GLAZING BEAD- 7/16-GLASS 6063-TB - ALUM STRAP Z 3 FY303 AS READ. ANCHOR COVER 6063-T5 •• 8 0 4 _ _E203 AS REQO. GLAZING BEAD BULB NEOPRENE ULTRAFAS a- ,S FLO-50 I CLASS SPACER- 1/8'HIGH SILICONE FRANK LOWE p U -_ 6 _ #to x 1' 8 FRAME ASSEMBLY SCREWS CRS PH SMS a 7 FY120 - FLUSH FRAME ADAPTER 6053-T6 OPTION& O O�Qag 0 3�r��• o+tQNOT! 2f WELDED JOINTS 0 MIIAMI DAD iCLOUNTY RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERSAPPROVED Uj m SEE SEPARATE NOA TYPICAL ANCHORS B SEE ELEV.FOR SPACING CORN .13 DSTAIL3 w o �� o 0 1 Z 3� - - - = 3 .. ------ - 0 o y .- TYPICAL ANCHORS SEE ELEV.FOR SPACING YfIN00iV WIDTH WINDOW WIDTH 1/4'MAX. SHIM 1/4'AUX. 1/4'MAX. © SHIMS TYPICAL ELEV.ANCHORS o SHIM p- TYPICAL ANCHORS 3 I SEE SPACING 3 FOR SPACING FOR SPACING 3 .'RODUCT RENEW*& g H e4aiplyfeg�ewlth the Florm Accepfaa No ¢-- / .G3 m r g METAL BxplrAtIOR th c •• 00: • • • _ _ STRUCTURE • . . . Dy �` .t G U o • P'' IdI4m )Rde ad,C15a. <m o 7 WOOD B K •• • "'.r $ WOOD STRUCI - - EAgr:JAVAD AHIAW PRODUCT REVISED r CML os plying with the PWIda FLA.PE(70362 Dolldiag Code .• 1 2 ••• ••• ••••1• •• • •• ••• '.:_•�.':••rr:•tv'._,r 3 953II5x013 AD6N nmn Aio n ND tBY "'I'"Droe WOOD BUCKS IEXTERIOR •••• • • • • •D.L.OPG. •• duct Cai •$/Q, Udwrmoyns ng—2noo�.` 0 00 • WNDOV1 WIDTH sheet 4 of 5 • • • • • • • • • • • • • • • :000:• • ••• • • • 000 0 O METAL �� w STRUCTURE h TYPICAL IUACHORS TYPICAL ANCHORS MUL11-DAOE COUNTYAPPROVED m SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING dt MULLION ANCHORS Z 1 SEE SEPARATE NOA O U � V CF ALT. g&a° TYPICAL ANCHORS Q 3 6 SEE ELEV.FOR SPACING 4z 0 pp� 000, 0 1/4"MAX. O Z_3� SHIMS ALT. 3 Zr o 0 Wm� c TYPICAL ANCHORS7 o € SEE ELEV.FOR SPACING • .tRODUCT IAEkF.{4TRG �e Nroplying n Ith the FlotiKt 9vlding Code in O •• a►•• • • • • • •• — Aeceptanm No 1r Ire11on Date ()/� 0 AIT. • • •• • • • • • Dy -� '- o<m v • •• • • • • ••• • 11ll�m Dade PlbAud,Cml' Oo INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Ear.=1AU.MMAO PRODUCrReViSED � a FLA Pr/7P592 NCIVIL complyingwiththomodda 3 - CAAI.179 6ullding Coda '''' .�' .• • ••• • ••• •.• ••• Aar'c alroD& 4 —p206.05 .'. UMETEV. . D ANCHORS • •• • • • •• •• Miam atePteduclCondrO�nng no.FOR SPACING 0 0 • W09-20 sheet 5Ot 5 • • • • • • • • • • • •• •• 000 • •• .•