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WS-18-1683Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-6-18-1683 Permit Type: Windows/Shutters ermitoniff�fl: Window/Door Replaoem P t Permit Status: APPROVED Issue Date: 7/23/2018 Expiration: 01/19/2019 Parcel Number Applicant 59 NE 101 Street Miami Shores, FL 33138- 1132060131540 Block: Lot: CHARLES KILLINGSWORTH Owner Information Address Phone Cell CHARLES KILLINGSWORTH 59 NE 101 Street MIAMI SHORES FL 33138- 59 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) ONE STOP HOME IMPROVEMENT Phone Cell Phone Valuation: Total Sq Feet: $ 10,000.00 0 Type of Work: ONWC963717 No of Openings: 8 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.00 $2.70 $2.00 $2.00 $180.00 $12.00 $8.00 $212.70 Pay Date Pay Type Invoice # WS-6-18-67983 07/23/2018 Credit Card 06/20/2018 Credit Card Amt Paid Amt Due $ 162.70 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 certify that all the foregoing information is accurate and that all work/gtill be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do they�c('1ti st Nkw P Authorized Signature: Owner / Applicant / Contractor Building Department Copy July 23, 2018 Date July 23, 2018 1 /1041) Inspection Worksheet Miami`Shores village 1O958N:E. 2nd A,en a Miami Shores, FL Phone: (305)795-2.204 Fax; (3 5)766 8972 Inspection Number:INSP-311853 Scheciuletfirispection Date September 07, 2018 Irispector Naranjo, Ismael Owner: Jab Addre KILLINCSWORTH, CHARLES NE 101 Street tmi Shores, FL 33138- Project <NONE> Contractor: ONE STOP HOME PROVER!ENT - 1683 Permlit°Type: Winos(Shutters Inspection Type: Final Work CIaeeiflcation. WitidoviiiDoor Replacement Phone Number Parcel Number 1132 60131 Building Oepartrtent Comments NE 6W AND 2 DOORS :ElPT#Ohl FOR 1NP=311717. CREATED AS FOR 1 SP O6755.see comments do plans for final Failed Correction Needed Re -Inspection Fee No Additional Inspections corn be sdh ult until.. re -Inspection fee is paid Septetmber t18, 218 For Inspections please call: (305)762-0949 Page S13`of 20 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 REc Jo J N 242018 FBC 20t9G Master Permit No. VAS ( V ' 1663 Sub Permit No. j' BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF (l CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 'q Nr io 1 4 r City: Miami Shores 't County: Miami Dade Zip: 3g Folio/Parcel#: r /r 32 V& -'0t - / 540 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): vnirLES t4 1,14 pV Phone#: /8li .3014 S ✓5- Address: 51 Air /01 sr. City: wl fm4, ? 4 I D L6-5 State: PC* Pi 1 ' Zip: 33 /3 B Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:�(/�1 � O � / i, e_ 1liLi�i%Dl�� Phone#: 706 S . 0379 Address: 3Y VO -[/ E /92. SZ .4c4— __/ City: L//e4.4 l(1i A /State: T1— 1 Zip: -• 3 / a Qualifier Name: /�C (�-2/i�,d tad Phone#: State Certification or Registration #: L° or? ad, 3 Certificate of Competency #: � DESIGNER: Architect/Engineer: GflX t-'5 SID' 1-tj rte. TV '/ .p-pc. s X. Phone#: 7 p(o.38 .'1535 Address: I(f ? kit/Lg. (UV t•00Ir--3rr SMTk ZZ) City: (3/11 ►M-(1 IAtate: Pt Zip: 33 i S9' .,,'1 1Value of Worklfor this Permit: $ )O/ COO . ...Square/linear Footage of Work: ' Y Type of Work,.•;;❑ Addition e� Alteration Li New Y ' `❑Repair/Replace ❑Demolition -•-De'scription of Work: - .1EGV I,)lA.7 QQj j 4 DOO AS.. . .: Specify color of color thru tile: Gar Submittal Fee $ 5Q - C) Permit Fee $ ( • CCF $ CO/CC $ Scanning Fee $ Radon Fee $ ' • DBPR $ ) . —4-C7 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (6 2.* 40 (Revised02/24/2014) Bonding Company's Name (if applicable) • Bonding Co pany'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. �. y :! • "WARNING=TO EOWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 'YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR'PROPERTYLIF�YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOURNOTICE OF COMMENCEMENT. 'R. a , ,� s`: L, .., ' V'}. r .,, p,, 1-3;3 v . •. •::�.o-�9.t` 4 _f Notice to Applicant: As a condition to the issuance of a building permit with an estimated value, exceeding"$2. 0d, 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 `stibject 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 g d a reinspection fee will be charged. Signature OWNER or AGENT •r , Signature ,E / • /�/ CONTRA TOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 1� • , 20 c5 , by _ day of � , 20 I -6' , by \�iliN' V` who is personally known to r�"I �% , who is personally known to e r. �,,; i..,. .: i.•Ait. \w;»v I. ..47„t '1:n� 4 :i i•, ,' me or who,has produced as me or who has produced L—. identification and who did take an /lath ident• (cation and who did tak NOTARY PUBLIC: Sign: Print: Seal: ''4"t."°Z� MARIE JOSEE TPted Y PUBLIC: MY COMMISSION #FF146953 EXPIRES .July 31, 2018 I 308.0153 FloridallotaryService:co 1 .' \ ****************************** * APPROVED BY a as .i $'.. r MARIE JOSEE TAPIA MY COMMISSION #FF146953 EXPIRES July 31, 2018 FloridallotaryService.com Print: Seal: --/°•)z- tzflv * ***********************`****************************************** t Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3206-013-1540 Property Address: 59 NE 101 ST Miami Shores, FL 33138-2318 Owner CHARLES G KILLINGSWORTH Mailing Address 59 NE 101 ST MIAMI, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,101 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 1929 Assessment Information Year 2018 2017 2016 Land Value $287,615 $287,615 $287,615 Building Value $119,766 $119,883 $119,999 XF Value $41,506 $42,016 $42,525 Market Value $448,887 $449,514 $450,139 Assessed Value $317,242 $310,717 $304,327 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $131,645 $138,797 $145,812 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 19 & 20 BLK 11 LOT SIZE 100.000 X 115 OR 15704-2069 1092 1 PROB:04-1790-CP-03 Generated On : 6/20/2018 Taxable Value Information 2018 20171 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $267,242 $260,717 $254,327 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $292,242 $285,717 $279,327 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $267,242 $260,717 $254,327 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $267,242 $260,717 $254,327 Sales Information Previous Sale Price OR Book - Pa a 9 Qualification Description 01/18/2011 $337,000 27586-Qual 4947 by exam of deed 01/18/2011 $100 27586- 4945 Corrective, tax or QCD; min consideration 10/01/1992 $120,400 15704 2069 Sales which are qualified 12/01/1991 $0 00000- 00000 Sales which are disqualified as a result of examination of the deed 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 https://www.miamidade.gov/propertysearch/ 6/20/2018 Nt iami Shares Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED' CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT COPY OF LIABILITY INSURANCE* COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) C. IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. COPY OF LIABILITY INSURACE* COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ss•ssr1I•ss'uessssrrasass>rsssrrsr'sasssr*aasrrarr•sr■srarsase*muslsrssa-srsaa.sr#srr•ssrr•■ BUSINESS NAME: r(J ii e .S l'op t C :I 10 Z91 J 6424 .. BUSINESS ADDRESS: 34!f© Ar4' 192 .4-c CITY 4--J %44 STATE Fe ZIP 331 $v BUSINESS PHONE: ( 7bI J'rl/037g FAX NUMBER ( ‹ r CELL PHONE (7.) Ch‘ c3 7.9 QUALIFIER'S NAME: e-4-' 62'2-6:14-61y QUALIFIER'S LIC NUMBER: C C' Q '20' 07/10/2016 CERtlEitaIBUVEDllsidtoNTICACTOR -,--;GkiNtEfd'tfir40/4114.:72 ,--ONE.STOP,HONS.IMPRaTitigENT.,.. - • STATE,.OF FLQRIDA '::::DEPPATMEITIVOF,-BUSINESS AND P 05E SSIOIALREG LAT! 0 N --* • -- 1 1:14' -:1t,CERT4FIED,undei4he-provisions of Ch:489 ,FS. • - • Oiat-IA,00-1077 „AI • 002797 :Local Business Tax Receipt. Miami=Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY Ji3597870 1 BUSINESS NAME/LOCATION ONE STOP HOME IMPROVEMENT 1 3440 NE 192 ST 4C AVENTURA FL,33180 OWNER , BENJAMIN GRINBERG Worker(s) RECEIPT NO. RENEWAL 3759470 EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10,.__.. SEC. TYPE OF BUSINESS ,� 'PAYMENT RECEIVED'196 SUB -GENERAL BLDG CONTRACTOR BY TAX OLLECTR CBC059003, t 545.00 07/04/2017 i -- CREDITCARD-17-042516 .This Local Business Tax Receipt only confirms payment of the Local Business Tax.' The Receipt is not a license, permit, or a` certification of the holder's qualifications, to do business.; Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on MI commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.miaatithede.cov/taxcollector J ONESTOP CERTIFICATE OF LIABILITY. INSURANCE DATE (MM$DEVYYYY) oenasoIa • 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 POUCIES 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, thepolicy(ies) must have ADDITIONAL INSURED provisions or 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 954.963-9626 Newman insurance Agency, Inc. 5700 Stirling Road > Holl}yywWood, FL 33021- HGF Insurance Services Inc T. T HGF insurance Services Inc PI#C1NE 951{.Y963-962' 6 i FAX nVnC: N F cq: i oic, No); INSURER($) AFFORDING COVERAGE NM S INSURER A i United Specialty Insurance Co. INSURED One Stop Home Improvement Inc. dba. One Stop Home Improvement 3440 NE 192nd Street Unit 4-C Aventura,FL`33180 INSURER B INSURER C ; INsuRER D: INSURER E INSURER F AT 'NUMSE #111INfRF_R• 4VYct FaLs ? vrr.t•tt}rasa ( r_._a__.. 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 1S SUBJECT TO ALL THE'. TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR teDDL TYPE OF INSURANCE INS° !htSrD SUER —,- POLICY NUMBER POLICY EFF YYY I POLICY EXP . ,., LIMITS A X COMMERCIAL GEHERAL`UABILTTY , F�(+CH OCCURRENCE $ . 1,000,E 100,000 CANv3ro4ADE OCCUR DCG0421101 12/2412017 2/24/2018 nMGT0EoTwErenceD) $ 5'0 AED EXP (Arn one oason) $ PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L X AGGREGATE LIMIT APPLIES PER: 1 1 jP& }'LOC PROM/VS - COMP/OP AGG : $ -2, ,000 POLICY t OTHER: S. LIABILITY Eas dBINe(ts)NG) E LIMIT $ AUTOMOsILE A AUTO - ' ' I. BODILYppINJURY (Per: accident} $ A AUTOS ONLY AUTOSu AUTOS (Pea ECCRbent)AmAGE $ A AUTOS ONLY r ONLY $ LIAR OCCUR EACH OCCURRENCE I UMBRELJ.A EXCESS LIAB I CLANS DE AGGREGATE $ OED RETENTION$ I $ WORKERS COMPENSATION PERTUTE t 1 OB AND EMPLOYERS' LIABILITY Y /� E.L. EACH ACCIDENT ; ANY PROPR(ETOR/PARTNER/EXECUTIVE tmFICER/M EXCLUDED? Manaat0ry in NH) N!A EDISEASE - EA Ettetetxregg 1 $ yes describe ureter D DESCRIPTW N OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remark* Sea, male be attached it more space is required) Certificate Holder is also Additional Insured with regards to General Liability. CERTIFICATE HOLDE MLAMISH Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores Village, FL 33138 CMNCLLJATION SHOULD ANY OF THE ABOVE DESCRIBEDPOLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL. BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) 01988-2015 ACORD CORPORATION: AU rights reserved. The ACORD name and logo are registered marks of ACORD 6/19/2018 Insurance Services CORD? OEM LIR CERTIFICATE OF LIABILITY INSURANCE 'CERTIFICATE IS ISSUEDAS A MATTER INFORMATION EXNDALTERHEOA CERTIFICATE DOES NOAFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR UPON AFFORDED CERTIFICATE THE POLICIES BELOW. THICERtTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BE`i"VdEEM THE ISSUING IttSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE -CERTIFICATE HOLDER. IMPORTANT: tf the certificate hotder is en ADDITIONAL INSURED. But poley{les) m05t be endorsed. ft SUBROGATION IS WANED, subPict to the terms and conditions of the poftcy, certain policies may requlre en endorsement A statement an this certificate doas not confer rights teethe certificate holder in lieu of such endot men s PRODUCER Automatic Data Ptomaine insurance 1 Adp Boulevard Roseland, NJ 07088 INSURED One Hone Impsovament Inc DEW One Stop Hone Improvement 3440 North East 192nd Street, Unit 4C Aventuea, FL 331110 1` w' , Not A INSURE/ODINSURE/OD AFFORDSe3 CO4E1%06 e. MEMO c: INSURER 0': INSURER F COti1E CERTIFICATE NUMSER: 923417 REVISION NUMB THI8Is TO CERTIFY THAT THE POLICIES OF INSURANCE LASTED BELOW HAVE BEEN 6SSUEd TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD CERTIFICATE MAY IBEgSSU£ OR MAY REQUIREMENT, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBE DOCUMENT REIN IS UBJ CT TO AL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAtd CLAIMS. _.. muf aura �Cr ..0 ixsrw�n 31470 TYPE Or INSURANCE AUi0MGEN.BUARRO ANY AuTO ALL sratLEO • AUTOS CONED_rf HIRED AUTOS � ED UtEIRELLALNe EXCESS OAS JY OCCUR CLAIMS -MADE RETENTIONS WORKERS c0MPENiiATON • MID EIMPU ERS LtADILIT I ANY FRoPMETCRIP THERE COFFICER/W/0ER MIXED? EO $ RPitd OF OPERATIONS Wow tti A POLICYt BIER *MC IT QESCttMT N ar OPERA►1iOs$ I LOCA t VEHICLES c ERTIFIGATE HOLD Miami Shores Village Building Department 10050 NE 2ttd: lVs.; Wilmot Stores, FL 33138 (2014101) tO,lss.x�,e uwn BODILY II ' Peen) Bow/ gVJURY (Far uxldei1 tpmo earer a aAM eE X1 0210812tf1S 0210812019 CANCELLATION'. TE Tit' SHOULD ANY OF 7HE ABOVE DESCRIBED POLNCIE. THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE vets THE POLICY PROVISIONS. YEE 0.000 1, 1.000,000 The AGORD name and logo are re CANCEU„ED BEPO E AC 1988.2014 AGt)Rt1 CORPORA • All rod rllarks of At ORD htlps://adpia.adp.eomilSFxternal/applindex.html?ciienti d=24755588zrequestFrom=rucF/hnme 1I I Proof of Coverage Page 1 of 1 p_d`r�a JIMMY PATRONIS FLORIDA'S CHIEF FINANCIAL OFFICER WC Mobile App Locations Detail Page This database was last updated Wednesday, June 20, 2018 12:10 AM. WC Home Search Our Data CFO Home Return to Employer Detail Page ONE STOP HOME IMPROVEMENT INC Policy Number: ONWC963717 Effective Date Cancellation Effective at 12:01 A.M. Street Address City State Zip `Total Number of Employees Feb 8 2018 Current 3440 NE 192ND ST APT 4C AVENTURA FL 33180- 2423 9 epresents the total number of employees as reported by the insurance carrier "Carriers were not required to report the total number of employees for policies issued prior to October 1, 2009 Return to Search Page https://apps8.fldfs.com/proofofcoverage/LocationsDetail.aspx?PolicylD=ONWC963 717&... 6/20/2018 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 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: Upon obtaining window and/or door permits 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, 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 Approval (NOA). wledgement: Qualifier/Owner Signature ,_ U<IL 1$ C pc?-tiSs L. K, LL) )Jbs W4v2 ria Date Print Name :077: .,. MARIE JOSEE TAPIA _; MYCOMMISSION #FF146953 et°' EXPIRES July 31,2018 (407) 398 0153 Ficrs.allotary `-_11 1 Miami Shores Village Building Department 10050'N.E.2nd Avenue 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) ❑ 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 Building Code, Building. Exceptions: 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 hive opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) O If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than lx), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND 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 4!c, . 4 SPECIFIED`ON THE PRODUCT APPROVAL. Revised on_7/22/2009;11/17/2014•'" • f DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 16115 NW 52°d Ave Miami, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION• Series "FX100" Aluminum Fixed Window_ L M jI . • MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamid ade.Qov/economy .... . . • • • • �—_• . . . • APPROVAL DOCUMENT: Drawing No. W04-44 titled "FX100 Aluminum 1•ixed•WindoW r..M.L)", •. sheets 1 through 7 of 7, dated 05/29/04, with revision K dated 02/23/18, prepared $Y.raarooq Corporation, • signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product ,Qgntrol R,pyisipn stanW' • • • with the Notice of Acceptance number and expiration date by the Miami -Dade .i i ity Prbdti ttontrQl.... • . Section. •.... • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's }lance :or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Atproy+ed", un ss otherwise . noted herein. • • • • •• ••• • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there las been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.24 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and Green Sustainable Attributes (G.S.A.) page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. Wiz. 03/15/Zola MIAMIFDADE COUNTY APPROVED "NOA No. 18-0213.05! Expiration Date: August 197200 Approval Date: March 22, 2018 Page 1 RC Home Showcase, Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • 1. - ` :EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 12-0713.09, 10-0426.07 and 05-0815.01) 2. Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 05/29/04; with revision J `dated 12/09/15, prepared by Al-Farooq • Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2).,Uniform Static Air. Pressure Test, Loading per FBC,,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 , 4) Large Missile Impact Test per FBC,.TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings. and installation diagram of an aluminum fixed ' window, prepared byFenestration Testing Laboratory, Inc:, Test Report No. • • . • FTL-6449, dated 2/29/12, signed and sealed by Marlin D. Brinson, P.E. • • • • • • • ..(Submitted -under NOA No. 12-0713.09) m + • • • •: • • 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 t 4 • • • • • • • • • • . 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) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 • • • on with marked -up 'drawings and installation diagram of an aluminum fixed • ▪ .wi•nd•ow, prepared by Fenestration Testing Laboratory, Inc., Test Report No. „ •^ • •• • • • • • • F'-6043, dated 10/22/09, signed and sealed by Julio E. Gonzalez, P.E. •(Submitted under NOA No. 10-0426.07) r 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • 2) Cyclic Wind Pressure Loading per FBC;.TAS 203-94 :.3) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 along with marked -up drawings and installation diagram of, an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5866, dated 10/09/09, signed and sealed by, Michael R. Wenze4P.E. (Submitted under NOA•No. 10-0426.07) �• x E-1 Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.05 Expiration Date: August 19, 2019 Approval Date: March 22, 2018 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4290 dated 08/16/04, FTL-4294 and FTL-4296 dated 10/08/04, all signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 05-0815.01) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4293, dated 10/08/04 and FTL-4295, dated 10/08/04, all signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 05-0815.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with. I+'BC Sth Edition (2014), dated 04/10/15 and 12/07/15, prepared by fl-Farooq.Ct©ppration, •• • signed and sealed by Javad Ahmad, P.E. • • • • . 2. Glazing complies with ASTM E1300-09 .... .. . • . . . . .... . •. .. D. QUALITY ASSURANCE •.... 1. Miami -Dade Department of Regulatory and Economic Resoui'es•(4.ER). • • • • • • . . . . E. MATERIAL CERTIFICATIONS • 1. NOA No. 14-0916.11 issued to Kuraray America, Inc. for tlieir."Sentr/Glas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04i1;5.:• 2. NOA No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. • .• . . F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated April 10, 2015, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-6449, dated 2/29/12, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-0713.09) 3. Laboratory compliance letters for Test Report No. FTL-6043, dated 10/22/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Go alez, P.E. (Submitted under NOA No. 10-0426.07) Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.05 Expiration Date: August 19, 2019 Approval Date: March 22, 2018 E-2 RC Home Showcase, Inc. NOTICE; OF'ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letters for Test Report Ni FTL=5866, dated 10/09/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 10-0426.07) 5. Laboratory compliance letters for Test Reports No. FTL-4290 dated 08/16/04, FTL- 4293 FTL-4294, FTL-4295 and FTL-4296 dated 10/08/04, all•issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmund() J. Largaespada, P.E. (Submitted under NOA No. 05-0815.01) G. OTHERS - 1. NOA No. 13-1112.15, issued to RC Home Showcase, Inc. for their Series "FX100" Aluminum Fixed -.Window - L.M:I., approved on 12/26/13 and expiring on 10/19/19. 2. Simulation Performance, Solar Heat Gain+ Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1)' NFRC 100-2004 "Procedure for Determining Fenestration Product U—Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration, Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" •... 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation • "" Resistance Values"•1 • •• •• •• , • ; •j�s}I lg computer simulation in accordance with NFRC: Frame and Edge Modeling: •• • ..THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a • • • •• ••• ••RO Aluminum Series "CM100" outswing casement aluminum prime window, along •• •• • • • 's4th attached drawings and bill of materials included in Appendix A, marked —up by • : • : • • :' tional Certified Testing Laboratories, Test Report No. NCTL-110=12451.01, pages .. ••�• ..Qhthrough 07 of 07, dated 11/13/09, signed by Richard'A. NtcVicker III, Simulator, and • • : Steven H. Coble, NFRC Accredited Simulator, Simulator —In —Responsible —Charge. • • • 5. .NFRC 102-2004 Thermal Performance Test Report on: E • •'• •• 1)) .NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal • Transmittance of Fenestration Systems" Test report of a series • RC Aluminum's ,Series "CM100',- Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1, pages 1 'through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P.E., Vice -President Engineering & Quality •Person=ln=Responsible Charge. 4. Recycled.Content Determination Report on: Name: Casement Window, CM100; Raw Material: Aluminum. Including letter from Fundiciones Industriales S.A. (FISA) dated 03/22/10, certifying that the extruded aluminum products contained 30% recycled scrap materia1,4signed by Henry Kronfle, Vice —President. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.05 Expiration Date: August 19, 2019 Approval Date: March 22, 2018 E-3 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 05/29/04, with revision K dated 02/23/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 02/15/2018, prepared by Al-Farooq ,Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifgl®•'. Ultraclear, Clear and Color PVB Glass Interlayers" dated 41/1r8f8, exarEig on • • 07/08/19. • • •• •• ••• 2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their V&entryGlas® • • (Clear and White) Glass Interlayers" dated 12/28/17, expiriurof1.07/0t'Z. •. •••• • •• F. STATEMENTS • • • •• 1. Statement letter of conformance, complying with FBC 6th Eattj40. (20175, iid of no . • financial interest, dated February 15, 2018, issued by Al-Faroo4 Carlioratian, signed sealed by Javad Ahmad, P.E. • • • • •• ••• • •• • • • •• • • • G. OTHERS 1. NOA No. 15-0512.24, issued to RC Home Showcase, Inc. for their Series "FX100" Aluminum Fixed Window - L.M.I., approved on 01/14/16 and expiring on 10/19/19. •• • Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.05 Expiration Date: August 19, 2019 Approval Date: March 22, 2018 E-4 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCESUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been, reviewed by Miami —Dade County Product Control. .. ill *ay n�yc fw Na''BAAt4g, z� D : t + EWAB. TEn,RAL. ..° 0a1, i F ' Component Name % Recycled % Recycled % Bio—based % Renewable Material Content at at Disposal Material Manuf. 1. Window Aluminum 30% 100% N/A ti ' 'N/A 4 1/44�7?'GYM 6 i h9v {y��M K.• q, iS F i e.it Y� �� (1!'�' 4� iL- S �Y �Cx t/\"„ R�� @: n`.�. } ) `dry Y ' J W �T,K1. G 8` U=- Cll'oR I' E ` CE OW FTC .F�� ; k 'v Mx3ki iisS H a� k+ ),. "'M,1C * �[ G:9zz SHGC I ACTO)�i ( 'SO k1 R N �j T G,UN COE +>k ACI N I) $TU/ AR FT kk�,'1 �`�' `i Z�.d-i�1 ri C,,. � : , 4. "�. . to i ,' AS L fit.'TRAI SMITTANCEATNO AL NCIDENCE `€sr,.e z � ik •"` ,' 's . -" . C, C 1 E SA E$1 CE,�� k* — ,'$?t3 3 4 a `« (ta 4�'�h +. t i� w' N' ' » i_. ID# • • Test Report#: • • . - Product Number Glazing Components: G.8: k U— Factor G.9: SHGC - VT CR • • ••:•Product •.base ling , •.. 1)00 5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8, — — _ _ — 0.48 0.23 0.24 16 Y. • • • • • • • NCTI, •: %N-1245�"1'•,Q03 • • • • • 401 5/32 CLR _240#2—SS—D_ARG_BRZ-1/8090 PVB 1/8 , 0:48 0.23 0.24 16 2. • b • 002 5/32 CLR ' 240#2-SS=D_ARG_CLR-1/8._090 PVB 1/8 0.48 0.24 0.33 16 3! 5/32 CLR 240#2=SS—D_ARG, GRN-1/8 090 PVB 1/8 _ 0.48 0.23 0.22 16 4.4 "004 5/32 CLR240#2—SS—D ARG GRY-1/8 090 PVB 1/8 0.48 0.23 0.31 16 ••.• • • •••• • • • • • • • • • •• • • • • • • •• •• • • • • • • •• Legend , Abbreviations: Description: SS—D Desiccant —Filled Stainless Steel Spacer , 240#2 Cardinal Low E 240 @ #2 Surface Typical ARG 90% Argon PVB 0.0907 Poly Vinyl Butryal (PVB) interlayer '' CLR Clear Glass BRZ ' 1" . Bronze Tint Glass r ' ' GRN Green Tint Glass GRY Gray Tint Glass L Component Name C—Value 1. Whole Window 0.95 G-1 ifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.05 Expiration Date: August 19, 2019 Approval Date: March 22, 2018 0 3 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. 80" MAX. WINDOW WIDTH 55 3/4' D.L OPG. 11 II II II FALSE MUNDNS (SURFACE APPUED) MAY 8E USED Z m 4" MAX. HEAD/SILL CORNERS 18' MAX. HEAD/SILL FX100 ALUMINUM FIXED WINDOWS DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2.1. 1 2 5 80 1/4" MAX. WINDOW WIDTH 56 1/2" D.L OPG. x 3m 8 0 m d 7* 4" MAX. HEAD/SILL CORNERS TYPICAL ELEVATION TESTED UNITS APPROVAL APPLIES TO SINGLE FIXED WINDOWS, ALSO COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TLSILD TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER TO THE BUILDING STRUQ1LRE.• • • • • • ANCHORS SHALL BE RROSION SISI S�.�AC AND INSTALLED PER UF'S I UCJI . $PE MATERIAL SHALL BE BEYOJD WALL•DR SI G �R A LOAD DURATION ING/61SE IS SHED II'PdESIGN•OF OTHERS, MUST BE APPLIED PRODUCT LOADS • • •• A� S OW ON DETAILS EI ED VT TO BASE •• • ARCHRS•111f0. WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO SIEEL/METAL SCREWS, THAT COME INTO CONTACT, WITH•i4TIZER DISSII4LAR kiA4F.81ALS SL MEET.T�HRE REQUIREMENTS OF•TjHj 2013 FLORIDA•BLQp. CO & ppAD SFTT�TT�NNbb DS. FORTHIS PRODUCT TION A SITE SPE I%011ARL IS•GEN.E,BI LI D•DO SOf�TFfROIlIOEQUICTR QUACY OF STRUCTURE RE�CENING III PROD I D �ATJNG ARQU OAENI G FOR WATER INFILTRATION ESISTA CE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 18" MAX. HEAD/SILL THIS PRODUCT WITH GLASS TYPES 'C', 'D' & 'E' COMPUES WITH REQUIREMENTS OF ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. MAR 0 2 2018 PRODUCT REVISED m 000,10 8 with the Florida Baddig Code Expiration Date 9 BY�� Wiwi iUUUUUaaa�aaddddd�eeeeee Product Control 11111Ati 11lf flf'' N 11111111� 41"V Z FX100 ALUMINUM FIXED WINDOW (L.M.I.) 3 a U FM. (305) 260-6432 5 0 0 a v 15 9 0 REV. PER RER COMMENTS UPDATED TO 2O17 FBC 0 0 c 8 drawing no. W04-44 (sheet 1 of 7 ) co N 1/8" HEAT STREN D GLASS 090" Interlayer Trosifol PVB By 'Kuraroy America, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE DOWSIL 795 RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 'A' 1/8" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraray America. Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOWSIL 795 RECT. OR SQUARE FRAME CIRCULAR FRAME - GLASS TYPE 'C' 3/16" HEAT STREW° GLASS 090" Interlayer Trosifol PVB By 'Kuraray Americo, Inc.' 3/16" HEAT STREN'D GLASS SIUCONE DOWSIL 795 RECT. OR SQUARE FRAME GLASS TYPE `E' ` 1/8" 0R 5/32" • HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS OR 5/32" TEMP. GLASS ••• • • • •• •• • •• • . • • • •• • • • • - - 1/4" AIR SPACE 1/87 HEAT STREN'D GLASS .090" IPterioyer. • • • • Trosifol PyB • • • • • Eg' 'Iforogy Americo, ye.' • • • • • • • • • •• • • ice NEAT STIIEN'D CLASS• . • • • • • SIUCONE DOWSIL 795 • ••• • • •• • • •• •• • • •• •• •• • ••• • • • • • • • • • • • • • • • • • • • z 1 • • SIUCONE CARDINAL XL EDGE SPACER ST. STEEL RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 'B' 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" Interloyer SentryGlos By 'Kuraray Americo, Inc: 1/8" HEAT STREN'D GLASS SIUCONE DOWSIL 795 RECT. OR SQUARE FRAME GLASS TYPE `D' NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES '8' & 'D' MUST BE TEMPERED. GLAZING OPTIONS CARDINAL XL EDGE SPACER ST. STEEL CIRCULAR FRAME R2ODUCT REVISED ss complying with the Florida Building Code Accepts=No I OZ/3.06 q t B,ante /1 /m14 Dab Plodstt Como' MAR 0 2 9109 11111I1111 fy.. ,,• 0 v UPDATED TO 2014 FOC REV. PER RER COMMENTS UPDATED TO 2017 FOC 0 9 0 i3 r drawing no. W04-44 sheet-2 of 7 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF " W ., U �Y �( COMP—AN0/04-44RC GLASS TYPES 'C' 'D' GLASS TYPE 'E' GLASS TYPES 'A', 'IT, 'C' 'D' GLASS TYPE 'E' WINDOW DIMS. A. B. & WINDOW DIMS. & AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305)284-8100 FAX (306) 282-8978 WIDTH LENGTH EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH LENGTH EXT.(+)/INT.(-) EXT.(+)/INT.(-) 18" 80.0 80.0 18" - 80.0 L 19-1/8" 80.0 80.0 19-1/8" - 80.0 .. 24" 80.0 80.0 24" - 80.0 26-1/2' 80.0 80.0 26-1/2" - 80.0 Ill 80.0 30" 37" 72' 80.0 80.0 80.0 80.0 30" 37" 92' - 80.0 NOTE: 42" 80.0 80.0 42" - 80.0 WIDTH AND LENGTH DIMENSIONS CAN BE 48' 80.0 80.0 48" - 80.0 ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 53-1/8" 80.0 80.0 53-1/8' - 77.6 60" - 80.0 18' - 80.0 18" 80.0 80.0 19-1/8' - 80.0 19-1/8' 80.0 80.0 24" - 80.0 24' 80.0 80.0 26-1/2' - 80.0 26-1/2' 80.0 80.0 30' - 80.0 30" 80.0 80.0 37' 94' - 80.0 FX100 ALUMINUM FIXED WINDOW (L.M.I.) J RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL. (305) 392-6214 FAX. (305) 260-6432 37" 76. 80.0 80.0 42' - 80.0 42" 80.0 80.0 48" - 80.0 48" 80.0 80.0 53-1/8" - 75.3 53-1/8" 80.0 80.0 60" - 80.0 18" - 80.0 19-1/8" - 80.0 24" - 80.0 26-1/2" - 80.0 30" - 80.0 37" 78" - 80.0 42" - 80.0 48" - 80.0 53-1/8" - 80.0 60" - 80.0 18' - 80.0 description MNUF. NAME REV. I UPDATED TO 2014 FSC I REV. PER REP COMMENTS • UPDATED TO 2017 FOC 19-1/8' - 80.0 24' - 80.0 26-1/2" - 80.0 30" 80.0 37" 84' - 80.0 42" - 80.0 48" - 80.0 53-1/6' - 80.0 Mill 60" - 78.1 18" - 80.0 _ ' NIMII a©��©. 19-1/8" - 80.0 •• ••• • • • • • •• 24" - 80.0 • • • • 26-1/2" - 80.0 • • • • • 1 %W i l 11 I /,,, NI (data: 05-29-04 , (.50.: 1/2" A. 1' fdr. by: TARO (chic by: 37' - 80.0 P' . MAR ` ' . N 0 o 48" - 80.0 . 70592 - 53-1/8" - 80.0 • . ... . ... . PRODUCT REVISED • • • • • • • • • •ampilm, = 1� • • • • • • • • • • g wiser • • • • • • • • • • • A° No-DZl3.04 • • GLASS CAPACITIES OM°THIS S1-IEET ARE 9 BY BASED ON ASTM E1300-09 (3 SEC. GUSTS). Minn* Dude _ Product Cmmot � •.. ' �i ''• % S //,ZAONAL OF F •...... 0/"•'. \�� T"0`` %111111111 drawing no. WO4-44 (sheet 2•1 of 7 ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. 1BY OR 2BY WOOD BUCK EXTERIOR EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 - TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • 0410 • • • • • • • • • • • • • • • • •• •• •• • • • • • •••• •• •• • • • •• • •• • • • - - - • - - - TYPICAL ANCHORS SEE ELEV. FOR SPACING • • •• • • • • ifD�T• • • • • •• • • ••• METAL STRUCTURE 0, MIAMI-DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • • 4, • • • • • • • • r •• • • • ••• • • • ••• • • • METAL STRUCTURE • • • • y • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING N MIAMI-DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 Ks1) 1/4" DLA. KWIK-CON 11 BY 'HILT1' (Fu=138 K51, Fy.137 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) 1 /4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WRH ALUMINUM TO BE PLATED OR PAINTED) /14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MUWONS (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) (STEEL IN CONTACT WITH ALUMINUM TO DE PLATED OR PAINTED) CRRICAL EDGE DISTANCF INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS 5G = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. TYPICAL ANCHORS SEE ELEV. FOR SPACING HAR02 trip PRODUCT REVISED ',complying with the Florid* Mariano WI !Woke Dos Wq omen Dade Pgode• Caere' �: • V• CENgF'•. V ^,No.I70592 ▪ * t:t = ATE OF sOLNA1. 10‘�� FX100 ALUMINUM FIXED WINDOW (L.M.I.) COMP-ANL\W04 V C m a1 O • j a d N c • to r7 I 0 = n. n 0 tp oCC FAX. (305) 260-6432 5 0 c 0 UPDATED TO 2014 FBC 8 e 6 a 0 c 3 5 drawing no. W04-44 sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY. OR 2BY- WQOD BUCK d a • © ACCESS HOLE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI—DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS METAL SEE ELEV. STRUCTURE FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION Ec MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY OR 2BY WOOD BUCK •• • • • • • • • • •• • • •• �• r • • IYPICAI�•ANCHORS • • • • EDGE •IV. SEE ELEV. FOR SPACING 000 • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING oo a i drawingno W04-44 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ••• • • • ••• • • •• •• •• • • •• • • •• • • • •• •• •• •• • • • •• • •••• • •• • • •• •• • •• • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • MLRMI-DADE COUNTY APPR,D MUWON SEE SEPARATE NOA ACCESS HOLE D.L OPG. WINDOW WIDTH •• • • • • • • • • •• EXTERIOR 1BY OR 2BY WOOD BUCKS #14 SMS OR TEKS SCREWS SEE ELEV. FOR SPACING D.L OPG. WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX MAR 0 2 2018 PRODUCT REVISED amoraplying with the Florida likeltram Code Amps= Yreka No 1J3.Of @I�m11mD.t 4 �n19 �tlDde Product Control c 0 4' U C FAX. (305) 260-6432 8 v v 5 5 a • 0 a sheet 5 of 7 0 FRAME JAMB/SILL O FRAME HEAD/SILL/JAMB .500 .500 FLUSH ADAPTER HEAD/SILL 0 1.203 907 .062 YP. .912 GLASS STOP (LAM. GLASS) O GLASS STOP (LAM. INSUL GLASS) FLUSH ADAPTER JAMBS �.110 .050 TYP. 875 L1.315 _1 0 SNAP COVER (LAM. GLASS) .983 IK( 062 TYP. O 1.182 48 GLASS STOP (LAM. GiASS) FOR CIRCULAR FRAME .865 .050 TYP. Il 875 f-.945-N� SNAP COVER (LAM. INSUL GLASS) .168 GLASS STOP (LAM. INSUL GLASS) FOR CIRCULAR FRAME 0 JAMB/SILL ANCHOR CLIP -.380 .500 I 0 .125 1.788 CORNER LOCK •1 (2) #10 x 1/2 P.H. SMS POINT "B" SCREW ITEM NO. PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CA1100-007 AS REQD. FRAME JAMB/SILL 6063-T6 FOR FIXED WINDOW 2 CM100-012 AS REQD. JAMB/SILL ANCHOR CUP 6063-T6 - 3 CM100-015 AS REQD. FRAME HEAD/SILL/JAMB 6063-T6 - 4 CM100-016 4/ WDW GLAZING BEAD (LAM. GLASS) 6063-T6 - 4A CM100-017 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 6063-T6 - 48 CM100-029 4/ WDW GLAZING BEAD (LAM. GLASS) 6063-T6 FOR CIRCULAR FRAME 4AB CM100-028 4/ WDW GLAZING BEAD (LAM. INS. CLASS) 6063-T6 FOR CIRCULAR FRAME 5 CM100-018 4/ WOW SNAP COVER (LAM. GLASS) 6063-T6 - 5A CM100-019 4/ WDW SNAP COVER (LAM. INSUL. GLASS) 6063-T6 - 6 CA100-031 AS REQD. CORNER LOCK 6063-T6 - 7 V-059 AS REQD. VINYL FOR 5/16" LAM. & INSUL LAM. GLASS PVC - 7A V-038 AS READ. VINYL FOR 7/16' LAM. GLASS PVC - 8 AS REOD. 3/16' X 3/8" X 4" LG. SETTING BLOCK EPDM DUROMETER 8035 SHORE A 9 AS REQD. 1/8' X 1/2" SINGLE FACE TAPE - - 9A AS READ. 5/16" X 1/2' SINGLE FACE TAPE - - 10 /10 X 1" 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHL SMS 11 CM100-035 AS READ. FLUSH ADAPTER HEAD/SILL 6063-T6 - 12 CM100-034 AS REQD. FLUSH ADAPTER JAMBS 6063-T6 - 1 3/8" X 1 3/4" x 1/8' THK ALUM. PLATE CIRCULAR WINDOWS OPTION 1 CIRCULAR WINDOWS OPTION 2 •• ••• A/ • • • • •• • • • •• • • • TiAME•GORNERS •• ••• •• • • • •• (2) #10 x 1/2" P.H. SMS POINT "B' SCREW CM100-031 CORNER LOCK 1 / (2) #10 x 1" P.H. SMS POINT "B" SCREW I � I / r / I � I i RECT. OR SQUARE WINDOWS 1/ • ... . .. • • •• •• •• I*oomPtyingwi• • PRODUCT REVISED 0 2 2piB • •• •• •• •• • ttttheFo AR • • • • • • • • • • Building Code • • • • • • • • • • • Acceptance No • • • • • • • • • • • Expindiaa Doe oq ,a 20 q • • • • •• • [/� . Miami L6ad. PmmOd Card ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • (131614V Z I1 w z COMP -ANL\WO4-44RC) 0 0 0 UPDATED TO 2014 FTC 0 0 5 0 Ai 5 drawing no. W04-44 (sheet 6 of 7 •.• • • • ..• • • • • . •. . . • • •• . • . • • •. •• •. • • . • •. . •.•. •. •• • • • • •• • •. • • • _ - _ _ _ _ _ IiV COMP—ANL\W04-44RCJI DESIGN LOAD CAPACITY - PSF SIDE/SIDE OR TOP/BOTTOM WINDOWS `- '� TYPICAL ANCHORS 'S • ONE OR TWO SIDE OF MUWON WINDOW DIMS. ONE ANCHOR AT EACH SIDE OF MULLION TWO ANCHORS AT EACH SIDE OF MULLION AT EACH • • • • • • • SEE CHART AT LEFT • • • • • • • • • • • FOR CAPACIItES • • • • • • • • • • • • - AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (C.A.N. 3536) TEL (305)2644100 FAX (305)1626978 WIDTH (W) LENGTH (L) EXT.(+)/INT.(-) EXT.(+)/INT.(-) • • • • • • • • • • W1 �' W2 19-1/8" 80.0 80.0 • • • • • • • • • • • 000 • 000 • • 24" 800 80.0 O --�� 26-1/2" 80.080.0 I I\t ... 30" 80.0 80.0 •• ••• •• • • • •• I t T -- 1 37" 38-3/8" 80.0 80.0 • , 42" 80.0 80.0 • • • • 48• 80.0 80.0 • C 53-1/8" 80.0 80.0 • • • • • • • • • • • • O 19-1/8" 80.0 80.0 24" 80.0 80.0 26-1/2" 80.0 - 80.0 /, // 30" 80.0 80.0 37" 48'80.0 80.0 (FX100 ALUMINUM FIXED WINDOW (L.M.I.) RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014-.. TEL. (305) 392-6214 FAX. (305) 260-6432 42" 79.3 80.0 48" 78.1 80.0 53-1/8" 79.0 80.0 19-1/8" 80.0 80.0 24• 80.0 80.0 26-1/2• 80.0 80.0 30" 80.0 80.0 - I T U l , I 37" 50-5/8" 75.6 80.0 ; 42" 72.3 60.0 " ` WINDOW ANCHORS SEE 3• SHEET 1 FOR LOCATION AND 48" 70.4 80.0 ........ SHEET 3 FOR ANCHOR TYPES 53-1/8" 70.3 80.0 10" 19-1/8• 80.0 80.0 24" 78.1 80.0 26-1/2" 72,6 80.0 TYPICAL ELEVATIONS SIDE BY SIDE- WINDOWS 30" 60" 66.6 80.0 SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS 37" 58.6 80.0 desenptlon MANUF. NAME REV. UPDATED TO 2014 FOC REV. PER RER COMMENTS UPDATED TO 2017 FSC 42" 54.9 80.0 19-1/8" 80.0 80.0 WI + W2 • WIDTH 24" 73.5 _ 80.0 (W) = 2 26-1/2" 68.2 80.0 W" 63" 62,4 80.0 37" 54.6 80.0 NOTES. 1" X 3" X 1/8" 42" - 51.0 80.0 ALUM TUBE MULLION O 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF 1X3 WINDOW MULLION. 19-1/8" 80.0 80.0 (6063-T6) SEE CHART AT LEFT, TYPICAL ANCHORS 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2.1 24" 69.4 80.0 FOR OTHER MULLION TYPES FOR S 26-1/2" 66" 64.3 80.0 SEE SEPARATE NOA MULLION FOR SPACING 3. FOR OTHER MUON TYPES SEE SEPARATE NOA 4. USE SMALLER DESIGN LOAD CAPACITY OF 1, 2 OR 3 ABOVE. ��' e©1 30" 58.8 80.0 37" 51.2 80.0 19-1/8" 75.3 80.0 f� o . -r�1 ii �! (Q*4, 05-29-04 (=A.. 1/2. 1• (dr. by: TARIQ (ehk. by: 24' 62.4 i 80.0 '• .- 26-1/2• 72• 57.8 80.0 ```Yotllllll/11'i - �� PP. i� 30" 52.6 80.0 ° •••" _ _•„_,_ 84 37'45.4 71.6 nm_ IJ w .•_ PRODUCr REVISED19-1/8" 70592 72.7 80.0 MI L _- 24" 60.2 80.0 - - IBMIdpB Coda - Acura= No - 26-1/2" 74-1/4• 55.6 • 80.0 D.L pAeRIORL1/irt W04=44 ::BOW 0 2 201g64.9 WIDTH 1S, "'• �G�� WINDOW WIDTH 6Heed Ratio Cagan* - - A��7jIALtY�� sheet 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 16115 NW 52'd Ave Miami, FL 33014 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 •tpe Florida building• • • • • Code, including the High Velocity Hurricane Zone. •• • •••;•. •• DESCRIPTIONS Ser><es CM1'00 "Outswing Aluminum Casement Window 4.MJ,7' MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv • • APPROVAL DOCUMENT: Drawing No. W04-16, titled "CM100 Alumjotrtrl•2asent •Window • (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision K dated 02/22/187Pfeparedby A'1-Farootp; • • Corporation, ,signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dada nonity Pro$u& Contrdr' Section Revision stamp with the Notice of Acceptance number and expirationkte • py the�ami-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.,,eity, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0416.02 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4 and Green Sustainable Attribute (G.S.A.) page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. 17, . /'?,o I8 MIAMI-DADE COUNTY APPROVED t NOA No. 18r0213.03 Expiration Date: July 29, 2019 Approval Date: March 29, 2018 Page 1 (Submitted under NOA No. 10-0426.09) , RC Home Showcase, Inc. •NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA' s 1. A. DRAWINGS r- 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11=0932.06) 2. Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L:M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision J dated 11/10/15, prepared by Al- Farooq Corporation; signed and sealed by Javad Ahmad, P.E.. B: TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 ' 35 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, and TAS 202-94 •. •.• , t1� along with, marked -up drawings and installation diagram of an, outswing; aluminum • . • •' • casement -window, prepared by Fenestration Testing Laboratory, Inc., ,Test Report No. • • • •. • : • • . ' FTL-6439, dated 02/21/11, signed and sealed by Marlin D. Brinson, P.E. •....ut5mitted under NOA No. 11-0922.06)• • • • •• 2. . •st reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 1 '..' .:• 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) Drop Load Test (400 Ft. Lb.), per ANSI Z97.113 . • • • •• •• • • • , •• along with marked -up drawings and installation diagram of an outswing aluminum •Casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5867, dated 05/02/69, signed and sealed by Julio E. Gonzalez, P. E. 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), Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked -up drawings and installation ,diagram of aluminum casement window,,prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1344, dated 09/12/03, HETI-03-1346, dated 09/16/03, HETI-03-1350, dated 10/14/03 and, all signed and sealed by Rafael E. Dr"oz-Seda, P.E. (Submitted under NOA No. 06-1130.01), Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.03 Expiration; Date: July 29, 2019 Approval Date: -March 29, 2018 E-1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETI-03-1859, dated 01/16/04, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/31/15 and 11/090/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 .... D. QUALITY ASSURANCE• • • • • • 1. Miami -Dade Department of Regulatory and Economic Resourc2S (RER).. • • ; •. E. MATERIAL CERTIFICATIONS .... • • • • 1. NOA No. 14-0916.10 issued to Kuraray America, Inc. for gip i utac>wtetSJVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. • • • • • • • • 2. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGia§® (Clear and White) Glass Interlayers" dated 06/25/15, expiring en:07/04/18.. F. STATEMENTS • • • • • .••.. .• • ,. . • • . .• •. . •• • • . • .. 1. Statement letter of conformance, complying with FBC 5`h Edition (2014), &id'of no financial interest, dated March 31, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-6439, dated 02/21/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0922.06) 3. Laboratory compliance letters for Test Report No. FTL-5867, dated 05/02/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 10-0426.09) 4. Laboratory compliance letters for Test Reports No. HETI-03-1346, dated 09/16/03, HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03, HETI-03-1859, dated 01/16/04, HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09/12/03, issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. C� (Submitted under NOA No. 06-1130.01) Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.03 Expiration Date: July 29, 2019 Approval Date: March 29, 2018 E-2 RC Home Showcase, Inc. `:NOTICE OF ACCEPTANCE: 1 `EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 13-1112.10, issued to RC Home Sliowcase, Inc. for their Series "CM100" Outswing Aluminum Casement Window - L.M.I., approved on 12/26/13 and expiring on 07/29/19. 3' 1 Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & ti r CondensationResistance Calculationaeport on: 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U—Factors" 2) NFRC 200-2004 "Procedure • for.=Determining Fenestration' Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining FenestrationsProduct Condensation ' Resistance1Values'',- . • •Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, / WINDOW 5.x NFRC Simulation,Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement -aluminum prime window, along .... with attached drawings and bill of materials included in Appendix A, marked —up by • • • • • • • • •National Certified Testing Laboratories, Test Report No:= NCTL-110-12449.01,E pages •.':• ". ' orthrough 07 of 07, dated 1'1/12/09, signed by Richard A. McVicker III, Simulator, and H. • ; ,even HCoble, NFRC Accredited Simulator, Simulator —In —Responsible —Charge. • • .3•. .1\IERC 102-2004 Thermal Performance Test Report off: f • • • • !) • NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal • • • . Transmittance of Fenestration Systems" • • • • • pii, reportsof+. a series RC •Aluminum's Series "CM100". Outswing Aluminum • • : Casement Prime Window with Low E and, Argon, along with, submittal component • • Arm:rings, with applicable part numbers, manufacturing and modeling details included •••..•'. • irf'Appendix A, marked -up by National Certified Testing Laboratories; Test Report • • • No: NCTL-110=12450-1; •pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. •Mitchell, Technician, and Robert H. Zeiders, P. E., Vice -President- Engineering & Quality Person —In —Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CM100 Raw Material: Aluminum • Including letter • from Fundiciones Industriales S.A. (FISA) dated 03/22/10, certifying that the extruded -aluminum products contained 30% recycled scrap material, signed by Henry Kronfle, Vice —President. '• . 1• Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.03 Expiration Date: July 29, 2019 Approval Date: March 29, 2018 E-3 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision K dated 02/22/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 02/16/2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resource s(.RER)'....' ... • . .. E. MATERIAL CERTIFICATIONS •' • 1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for tli .;:trosifpJ®• • Ultraclear, Clear and Color PVB Glass Interlayers" dated 111118718, efpimng on 07/08/19. • • • • 2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their"•SentryGIM® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on;07/04/23. • . . . . . • .•• . F. STATEMENTS • • • • • • • 1. Statement letter of conformance, complying with FBC 6th Edition (2017); did of no financial interest, dated February 15, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 13-1112.10, issued to RC Home Showcase, Inc. for their Series "CM100" Outswing Aluminum Casement Window - L.M.I., approved on 01/14/16 and expiring on 07/29/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.03 Expiration Date: July 29, 2019 Approval Date: March 29, 2018 E-4 .• • • • • • RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: . 'EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) 1 SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials: The documentation submitted has been reviewed by Miami —Dade County Product Control. •RECYCLED CONTENT BIO7BASEI)1VIATERiAI AAPIDLY ENEWABLE MA_ RIAL, . Component Name % Recycled % Recycled % Bio—based % Renewable Material Content at at Disposal Material Manuf. 1. Window Aluminum 30% 100% N/A N/A r.,rri01TS ACTOR (,THERMAL,TRANSMITTANCE),BTUk iR'',FT? °Ff � � r ., Y . r " %`. 'r ,C,S'NCFI)U�Z • ` ' G 9iSH'FA-'.- (OLAR" ATGO FCCNBIRw Tc FT VAT tVISIBLaLIGITT-,A § TANCEAn NOItM0IIrD✓N.C1'' ,,'`r\„, �%,�:"��Y S. ., tk * ,Ni5 C ,.x , s D`�.a..�.-.s �. �.. 'w F �f ' , � .Y�� bs�. � < y ticK CRC EO ENSATIO* SISTANCE, ,{j�+ <(' r k '' 'c ''�°` �' ND ,. . 1� ... �,Y.�P +. - 7�t 4 1W f, f 4?�.,� i� h.. s "%..4 1,y�'i'xtF`' 3rT_..v , , -• 1s.� �G`A'8< • • • ro#' • . •• ' Test • . • dte or1#: • p troduct •Number ' Glazing Components: G.8: U—Factor G.9: SHGC VT CR • _ • s ' • • • ProdBase nnt �... 0 000 5/32 CLR _240#2—SS—D .—ARG , BRZ-1/8_090 PVB_1/8 — , 0.62, 0.19 0.19 17 •a..' ' : • • • • , • 001 , 5/32 CLR _240#2—SS—D_ARG BRZ-1/8_090 PVB_1/8 0.62.. 0.19 0.19 17 2 •' • • NCT i • •• • • 002 5/32 CLR _240#2—SS—D_ARG_CLR-1/8_090 PVB 1/8 0.62 0.20 0.25 17 3: • •l0-1245ti -1' • 003 5/32 CLR _240#2—SS—D. ARG_GRN-1/8. 090 PVB 1/8 0.62 0.19 0.17, 17 4.' • • : • :004 5/32 CLR L 240#2—SS-D ARGGRY=1/8 090'PVB 1/8 0 62 0.19 0.23 17 • • • • • • • • • • • • . • • • • • • •• • • • • • • •• Legend Abbreviations: Description: SS—D, Desiccant —Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @ #2 Surface Typical , ARG 90% Argon ' PVB 0.090" Poly Vinyl Butryal (PVB) interlayer CLR Clear Glass ' BRZ ' Bronze Tint Glass , GRN Green Tint Glass , GRY , Gray Tint Glass , . , ACTOR THERM: L Component Name C—Value 1. Whole Window 1.94 ONDUCTABT NCE) U/ ]H ' G-1 Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.03 Expiration Date: July 29, 2019 Approval Date: March 29, 2018 CM100 OPERATING/F1 ED ALUMINUM CASEMENT WINDOWS FOR FLANGE FRAME WINDOW CAPACITY SEE SHEETS 2 & 4. FOR FLUSH FRAME WINDOW CAPACITY SEE SHEETS 3 & 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (NTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR ZBY W000 BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL APPROVAL APPLIES TO SINGLE VENT WINDOWS / /. OR DUAL VENT WINDOWS USING INTEGRALS < t% <J� IMPOST. ALSO TOP AND BOTTOM COMBINATIONS OF FIXED AND CASEMENT WINDOWS USING STACKING HEAD/SILL WITHOUT MUWON. ALSO TO SIDE BY SIDE COMBINATIONS OF CASEMENT/FIXED, CASEMENT/CASEMENT OR WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MUWONS. RATING OF FIXED WINDOWS UNDER SEPARATE NOA / 4, / <I <1 / MUWON CA•PIfIY • • • • • • • • • • FOR TMSn2PT10N SEE SEPAQATE MULJON Nl / / <I • • • • • • •• • • • •• • ••• • • • • • • • • • • •• • • • • • •• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED MAR 0 2 9p) as complying with the Florida9 • • • • NulldingCod• • • • • eAo• • 18-0213.03 • • •• • • • • air-tor:Datte 07/29/2019 • • • • • • • • • 11laml-If. 'Product Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • AI 111111i r� ' Vo 8 ATE OF Q �U, CM100 ALUMINUM CASEMENT WINDOW (L.M.I.) 0 co v 5 2 UPDATED TO 2014 4BC REV. PER RER COMMENTS NO CHANCE THIS SHEET UPDATED TO 2017 4HC 3 Lti 8 5 drawing no. W04-16 (sheet 1 of 11 m '8 HEAD/SILL CORNERS rSINGLE VENT WDW WINDOW WIDTH 13 1/2" 3 r ... . . . ... . . • .. •• . • • .. •• • • . • •. •• • • • . • • . • . • . • • • • • • ... • d • • •.• • • FALSE MUNT1NS MAY. BE USED WINDOW WIDTH 35 3/8" MAX! • 35 3/81•MAX. • VENT WI • 30 1/8" . • • •HID • • 30 1 ' ASU(. • D.L OPO. • ► MY// • D.L 030. •AM N D.L OPG. I; ;I / . I I --7' 42.—'h III Y II pug • • / . ••.. N • • •• / • 3 = N Tr- /Fi IMIPOST % II _ 'I II —_--_— \:I I: _ 11 IId AI \ _Jr_ 3,-c— MY;I AMEN.�T 8 5/8' MAX. 16" — \ TWO ANC1101 HEAD/SILL CORNERS DUAL VENT WDW •• • • 1j.• .. • . • ... . • • • • • • • • .• 'S E OF IMPOST SEE CHART SHEET 4 • • • • b • • • WINDOW WIDTH 35 3/8" MAX. WINDOW WIDTH 35 3/8' MAX. VENT WIDTH 30 1/8" MAIL VENT WIDTH 30 1/8' MAX. D.L OPG. D.L OPG. WINDOW HEIGHT 72 3/4" MAX. •,�_/ / / ; II 0A -? —� I / VENT HEIGHT 67 1/2" MAX. D.L. OPG. 1 I mm I / i / / / / / pl 9 \ \ \ 11 9 MULLION 6 \ II ;I /II II ./-A _*__- vi / II / II pl 11II \ �I _-\7..---==-_ \II Ij �I I ` \ \ / 8 5/8" MAX. iIa 2—. I 1 ) CORNERS SIDE BY SIDE WOWS TWO ANCHORS AT EACH SIDE OF MULLION SEE CHART SHEET 4 POINTS CHARTS ON SHEET 4 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 4. PRODUCT REVISED as complying with the Florida Building Code Non -No. 18-0213.03 Expiration Date 07/29/2019 By Miami -Dad roduct Control FLANGE FRAME WINDOWS FIAR02 2018 c 8 drawing no. W04-16 sheet 2 of 11 37" MAX. WINDOW WIDTH 35 3/8" MAX. VENT WIDTH 30 1/8" MAX. D.L. OPG. 5 3/4" MAX. I 18 1/2"MAX. HEAD/SILL HEAD/SILL CORNERS SINGLE VENT WDW. 37 MAX. WINDOW WIDTH FALSE MUNTINS MAY BE USED WINDOW WIDTH 35 3/8" MAX. 35 3/8" MAX. VENT WIDTH 30 1/8" MAX. VENT WIDTH 30 1/8" MAX. DI. OPG. 0 / — i D.L. OPG. - WINDOW HEIGHT 72 3/4" MAX. - _�_ 11 / h/ 4I I F \ \ \ \ — VENT HEIGHT 87 1/2" MAX. D.L. OPG. /j IIrAPOST / I I i / 1I \ 11 1; \ 'l / / / — \ o 1I 11 \ 11 =4 =��, _ �II\ aXV \ 1 1,.._/ / / // / — — / / 5 3/4" MAX. 1,� 1 1/ 16' 1 1 I\ TWO ANCHORS CORNERS WINDOW WIDTH DUAL VENT WDW SEE CHART SHEET 4 WINDOW WIDTH 35 3/8" MAX. WINDOW WIDTH 35 3/8" MAX. VENT WIDTH 30 1/8" MAX VENT WIDTH 30 1/8" MAX. D.L OPG. D.L OPG. WINDOW HEIGHT 72 3/4" MAX. ;1 i/ T- 1 11 / I / - ItO / / / / / / / • \ \ \\ 0 MUWON - ®\ \ \ I /11 1 / 1i " i; \ _i 11 '' 11 \ it ii \ 1 it j)) 1; \ \ i 1- 44 J o — f 5 3/4" MAX. 1 I qI r 1 I )1 1 I ,/,,,,LACKING CRP FAD/SILL CORNERS POINTS CHARTS ON SHEET 4 SIDE BY SIDE WDWS. TWO ANCHORS AT EACH SIDE OF MULLION SEE CHART SHEET 4 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER • il • • • • e • • • • • CHARTS SHOWN ON SHEET 4. • • • • ````1`1111�1/j• A�A�i • PRODUCT REVISED . ®� ••N•.!tiLq • • • • • • • • • • • • as complying with the Florida Building Code ttoa-►io. 18-0213.03 AAR 0 2 ?0!B ` 5 3/4" MAX. 8 1/2"MAX. 5 3/4' MAX. 8 •/218AX. • • HEAD/SILL b , HEAD/SILL HEAD/SILL HEAN/SILL • CORNERS CORNERS Expiration Date OJ.(29/2019 / ••• •••• ••• ••(Fy // • • • • • • ✓Miami -Dads Product Control • • • • • •• • • • • • F EL H r Tr.'4FINDOWS ••• • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• drawing no. WO4-16 • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • DESIGN LOAD CAPACITY - PSF SIDE BY SIDE SINGLE VENT WOWS. moos TYPES 'A' A 'B' WND0W DILLS. - 1 3 9 MALL 1 Y 4 MULL w101H (W) HEIGHT (H) �'(+) wc(-) IXT.(+) RN.(-) 19-1/8" 80.0 60.0 24' 80.0 80.0. 28-1/2' 80.0 80.0 30' 80.0 80.0 37" 38-3/8' 80.0 80.0 42" 80.0 80.0 48' 80.0 80.0 53-1/8" 80.0 80.0 19-1/8" 80.0 80.0 24' 80.0 80.0 26-1/2' 80.0 80.0 30' 80.0 80.0 37" 48• B0.0 80.0 ' 42' 80.0 80.0 48" 80.0 80.0 53-1/8' 80.0 80.0 19-1/8" 80.0 80.0 24" 80.0 80.0 26-1/2' 80.0 80.0 30" 80,0 80.0 37' 50-5/8' 80.0 80.0 42' 80.0 80.0 48" 80.0 80.0 53-1/8" 80.0 80.0 19-1/8" 80.0 80.0 24" 80.0 80.0 26-1/2" 80.0 80.0 30' 60 B0.0 80.0 37" 80.0 80.0 42" 80.0 80.0 19-1/8" -60.0 80.0 24" 80.0 80.0 26-1/2" 80.0 80.0 30" 63 80.0 80.0 37- 80.0 80.0 42' 80.0 130.0 19-1/8" 80.0 B0.0 24" 80.0 80.0 26-1/2" 66' 80.0 80.0 30' 80.0 80.0 37" 80.0 80.0 19-1/8' 80.0 80.0 24' 80.0 80.0 26-1/2' 72' 80.0 80.0 30" 80.0 80.0 37" 73.5 60.0 19-1/8" 80.0 80.0 24' 80.0 80.0 26-1/2" 74-1/4" 80.0 80.0 30' 79.2 80.0 37' 66.6 80.0 DIRECTION OF VENT OPNG. OPTIONAL W w / / I I / 4 MU ON 4 ////I, % G \ \ ' \,' \ \ `-MUWON IWO ANCHORS AT EACH SIDE FIXED WINDOW OR CASEMENT WINDOW FOR FOX. WDW. RATING SEE SEPARATE NOA WDW. HEIGHT UPTO N0. OF KEEPERS AT SASH N0. OF HINGES AT SASH 29-1/4" 2 2 42' 3 2 44-1/4' 3 3 59-1/4' 4 3 74-1/4' 5 3 DESIGN LOAD CAPACITY - PSF DUAL VENT WINDOWS • GLOS TYPES WINDOW DES. • 'P t 'B' WIDTH (W) • HEI.Hi T ) Cr .(+)• Illt(-) 37" • • ituAO 48" 80.0 53-1/8" 80.0 60' •• ND•• 72" 38-3/8" • 80.0 • 74' d 80.0• � 84' • • 80.0 • 96" •• 810•• 106-1/4' 80.0 37" 80.0 48' 80.0 53-1/8" 80.0 60" 80.0 72" 50-5/B" 80.0 74' 80.0 84" 80.0 96' 800 106-1/4' 80.0 37" 80.0 48' 80.0 53-1/8" 80.0 60" 60- 80.0 72" 80.0 74' 80.0 84' 80.0 37" 80.0 48' 80.0 53-1/8' 80.0 60" 63' • 80.0 72" 80.0 74' 80.0 84' 80.0 37' 80.0 48" 80.0 53-1/8" ' 80.0 60' 66" 80.0 72' 80.0 74" 80.0 • 37' 80.0 48' 80.0 53-1/B' 60' 72, B0.0 80.0 72' 80.0 74" . 80.0 37" 80.0 or 80.0 53-1/e' 80.0 60' 74-1/4" 80.0 72' 80.0 74" 78.9 NOTE: GLASS CAPACIIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION ,DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • •_ • • • • w • 4 •• • • •x • • • • • e / TWO ANCHORS AT EACH SIDE WOW. HEIGHT UPTO NO. OF KEEPERS AT SASH NO. OF HINGES AT SASH 42" 2. 2 74-1/4' 3 3 DESIGN LOAD CAPACITY - PSF SINGLE VENT WINDOWS GLASS TYPES WINDOW DIMS. 'A' & "3' • WIDTH (W) HEIGHT (H) EAT.(+) 19-1/8' 80.0 24" 80.0 26-1/2' _ 80.0 30- 80.0 748' 37- 80.0 42" 80.0 48' 80.0 53-1/8" 80.0 19-1/8" 80.0 . 24' 80.0 26-1/2' 80.0 (3'.- ....80.0.,50-5/e"� 80.00 37�� _ 42' 80.0 48' 80.0 53-1/8' 80.0 19-1/8" 80.0 24' 80.0 26-1/2' 80.0 30" 60' 80.0 37' 80.0 42" 80.0 19-1/O" 80.0 24" 80.0 26-1/2' s0.0 30' 63' 80.0 37' 80.0 42' 80.0 19-1/e" 80.0 24' 80.0 26-1/2' 66" 80.0 30' 80.0 37' 80.0 19-1/8" 80.0 24" 80.0 26-1/2' 72' 80.0 30" 80.0 37" 80.0 19-1/8' 80.0 24' 80.0 26-1/2' 74-1/4' 80.0 30" 80.0 37' 80.0 x w PRODUCT REVISED 85 compiying with the Florida Building Ccoodde NOA-No. 18-0213.03" Expiration DateE:fl1 n 9 MAR 0 Z 2018 By �Miami-Dade FLANGE AND FLUSH FRAME WINDOWS N x WOW. HOOKY UPTO N0. OF KEEPERS AT SASH NO. OF HINGES AT SASH 42' 2 2 74-1/4" 3 3 ``1111111111 /1 10V1lAl 11V``• 1�1III%1110 1!7= mV•U 00 ALUMINUM CASEMENT WIN O C 61 U O 0 8 1 UPDATED TO 2014 FBC g g � 2 UPDATED TO 2017 F80 c 9 0 drawing no. W04-16 sheet 4 of 11 co 1/8' HEAT SIKLN'D GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' OR .090' Interlayer SentryGlos By 'Kuraray America, Inc: 1/8' HEAT STREN'D GLASS VENT SIICONE DOWSIL 795 GLASS TYPE 'A' 1/8' HEAT STREN'D GLASS OR 5/32" TEMP. GLASS 1 /4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" Interlayer Tros'rfol PVB O 'Kuraray America, Inc.' .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GI ASS SILICONE DOWSIL 795 Ail 1 DURASEAL SPACER '_Al. O1111111, OD 01''QUANER / CARDtNA1 XL EDGE SPACER ST. STEEL VENT 11/16' MIN. TYP. GLASS TYPE 'B' GLAZING OPTIONS 0 O SILICONE DOWSIL 795 FIX. LITE SILICONE DOWSIL 795 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPLIER/REMARKS 1 CM100-001 2/ WDW FRAME JAMB 6063-T6 - 2 CM100-002 2/ WDW FRAME HEAD AND SILL 6063-T6 - 3 CM100-007 AS READ. FRAME JAMB (FIX.) 6063-T6 FOR FIXED WINDOW 4 CM100-008 AS READ. HORI2. IMPOST 6063-T6 FOR FIXED WINDOW 5 CM100-012 AS REQD. JAMB ANCHOR CUP 6063-T6 - 6 CM100-013 AS REQD. VENT HINGE 6005-T5 INSTALLED WITH (3) #10 X 3/8' MS 7 CM1O0-014 AS RE00. FRAME HINGE 6005-T5 INSTALLED WITH (2) #10 X 3/8' M5 8 CM100-015 AS REQO. FRAME HEAD/SILL (FIX.) 6063-T6 FOR FDED WINDOW 9 CM100-016 4/ WDW GLAZING BEAD (LAM. GLASS) 6063-T6 FOR FIXED WINDOW 10 CM100-017 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 6063-T6 FOR FIXED WINDOW 11 CM100-018 4/ WDW SNAP COVER (LAM. GLASS) 6063-T6 FOR FIXED WINDOW 12 CM100-019 4/ WOW SNAP COVER (LAM. INSUL GLASS) 6063-T6 FOR FIXED WINDOW 13 CM100-032 AS READ. VERTICAL IMPOST 6063-T6 - 14 C64100-021 2/ IMPOST ANCHOR CUP FOR VERTICAL IMPOST 6063-T6 - 15 CMIOO-022 - ANCHOR ARM OPERATOR 6063-76 - 16 - AS READ. SCREENS ALUMINUM OPTIONAL 19 CM100-026 4 VENT STILE 6063-T6 - 20 CM100-027 1/ CORNER CORNER LOCK 6063-76 - 21 V-033 AS REQD. TREMCO TR-5804N SPONGE NEOPRENE - 22 P-049 AS REQD. GLAZING INSERT RIGID PVC MELTPOINT 23 V-055 AS REQD. VINYL FOR LAM. INSUL GLASS - VENT PVC DUROMETER 75t5 SHORE A 24 V-059 AS READ. VINYL FOR LAM. & LAM. INSUL GLASS (FIX.) PVC MELTPOINT, DUROMETER 7535 SHORE A 25 AS REOD. 3/16' X 3/8' X 4' LG. SETTING BLOCK EPDM DUROMETER 80±5 SHORE A 26 AS REQO. 1/8' X 1/2' SINGLE FACE TAPE - - 27 P-025 - PLASTIC CAM M & M NYLON - 30 CD25 & CD35 - SINGLE ARM OPERATOR ST. STEEL ROTO HARDWARE SYSTEMS 31 - - - - - 32 LB05-6645 - 3 POINT LOCK ASSEMBLY - ROTO HARDWARE SYSTEMS 33 GT553 - GUIDE HOUSING - ATTACHED W/ (3) /8 X 3/4' SMS 34 G5001 - STRIKER - ATTACHED W/ (3) r8 X 1/2" SMS 35 #10 X 1" 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHL SMS 36 #10 X 1/2" 2/ CORNER VENT ASSEMBLY SCREWS 5T. STEEL FH PHL SMS 37 #10 X 3/4" 4/ CORNER IMPOST ASSEMBLY SCREWS ST. STEEL PH PHL SMS 38 #10 X 3/4" 2/ SIDE IMPOST ASSEMBLY SCREWS ST. STEEL FH PHL SMS 39 CM100-032 AS READ. FLUSH ADAPTER HEAD/SILL 6063—T6 — 40 CM100-033 AS READ. FLUSH ADAPTER JAMB 6063—T6 — FIX. LITE •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• PRODUCT REVISED NOTE: as compyingCode with the Florida IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • • • • • • • • • B•ildBuilding►ion-No. 18-0213.03 AR 0 EXTERIOR PLY OF GLASS TYPE '8' MUST BE TEMPERED. • • • • • • • 6P�18 •rptrWon Dat•07/29/2019 • • • • • • • •• • • • • •• • • • • • • • By 72 • • • • • • • Miami -Dade net Control ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • A\ 11I I1111,AA',,' OF • ,' O E� al U 0 O 2 w a 0 a 1 a D drowing no W04-16 sheet 5 of 11) • • • • • • ••• • • •• •• •• • • •• •• • • • • •• • •• •• • • • • • •••• •• •• • • • •• • •• •• •• • • • •• •• • • • • • • EDGE DIST. • TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 1BY WOOD BUCK • 0 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR iPACING • • • •• • EDGE � �• • tlitra TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING • • •• • • • • EDGEUI • • • • • • • • • • • • • • sa • •� • •• • ••� • TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING MIAMI-DADE COUNTY APPROVED MUWON & MULUON ANCHORS SEE SEPARATE NOA EDGE DIST. A i TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING 5Toi LM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY "ELCO" (Fu-177 KSI. Fy-155 KSI) 1/4" DIA. KWIK-CON II BY 'HIITI" (Fu=138 K51. Fy-137 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) 1/4" DIA. TEKS OR SELF-DRIWNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO DE PLATED OR PAINTED) 1114 SMS OR SELF-DRIWNG SCREWS (GRADE 2"CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 P51 MIN. C-90 HOLLOW/F1LLED BLOCK AT JAMBS f"m = 2000 PSI MIN. SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. R022018 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0213.03 Expiration Date 07/29/2019 By Miami -Dacha -Product Control 0 n 6 5 REV.' PER RER COMMENTS UPDATED TO 2017 FCC 2 8 6 4 drawing no. W04-16• sheet 6 of 11) TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING METAL STRUCTURE O EXTERIOR D.L OPG. 33 19 0 m VENT WIDTH WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING METAL STRUCTURE SINGLE VENT WINDOWS 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 1BY • WOOD BUCKS TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING PRODUCT REVISED to complyiz with the Florida • • • • • • • • • • Building s • • • • • • • • • • Noa-Nlo. 18-0213.03 • • • • • • • • • • 2J7l29l Expirotlon Da019 • • • • • • • •• • • h • • •• • . • • • • • �Gy .. . By Miami -bade 'rodact Control 000 • • • • 000 • • • • • • • • • • • • • ••• •• • • • • • • • • • • • • • • • • • • • • • 410 ••• • • • ••• • • drawing no. W04-16 sheet 7 of 11 2BY W BUCK OR WOOD STRU. RE TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING 1/2' SHIM MAx. 2RY WOOD TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 000 BUCK OR CNRE 1/4- SHIM 1/4' SHIM MAX. .. • • • . . .. • WINDOW WIDTH • . ... . . ..... . .... • . •. •. •. •. • . . • ... •. •. • •. . •. •. . • . •. ... . •. EXTERIOR WINDOW WIDTH DUAL VENT WINDOWS EXTERIOR SIDE BY SIDE WINDOWS TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L OPG. WINDOW WIDTH PRODUCT REVISED as tom Iag with the Florida Building- Code Non -No. 18-0213.03 Expiration Date 07/29/2019 By Mtam roduct Control TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 1/4' MAX. SHIMS 1BY WOOD BUCKS 1BY WOOD BUCKS moo2ZOIg n 0 drawing no. W04-16 sheet 8 of 11) TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING EDGE DIST. x z EDGE DIST. WOOD BUCK. •a a 0 k 1 _UJUL ate 0 ACCESS HOLE z c WOOD BUCK. • EXTERIO 0 ACCESS HOLE •• •* • • POW' ritt •• • •• •• • • a (al s�• • • • • • • ••• •• • •. •°. • d M. ANCHOR • • I SEE EE 2 • • FOR • a ••PCCINC ,I' •• •. • • W • EDGT DIST. • • • • 4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • 0 0 • • ACCESS HOLE CV T1PICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 1/4' MAX. SHDAS LAW— IIII I1 .474 1BY WOOD BUCKS WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING 1/2' MAX. SHIMS AT SH 11 ADAPTER' ONLY' -moot fir PRODUCT REV SED as complying with he Florida Building Code NOA-No. 18-0213.03 Expiration Date 07/29/2019 By Miami -Dad Control MAR 021p18 IBY WOOD BUCKS ,1\111111 /� , •'�HAL S. SAY �}.ID►.: ' G�� hllllNl\\ CM100 ALUMINUM CASEMENT WINDOW (l.M.l.) FAX. (305) 260-6432 0 Q drawing no. W04-16 (sheet 9 of 11 • • • • • • • • • • • • •• • • •• • • • •• • • • • •• •• • • • • • •• • •• • • • ••• • • • • • • • •• •• ••. . . . • • • • • • • .582 J-- .062 � 1.938 • • • • • • • • 883NI • • • • 4161(al .18 ( --- COMP-An\W04-16RC� • 11nli. • • • • • - h • AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9380 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264 8100 FAX. (306) 262-6978 • . • • 1!934 • I +I • .125 .062 ••.• • • • • • i. .06Z • • • • .875 •062 • • • 2.885 090 1.375 L 2.625 • • 1.885 •688 1.399 A18 •• • • • FLUSH • • • ADAPTER • • •.• i00• • • • • • • HEAD/SILL Oz FRAME 1.736 HEAD/SILL O HORIZ. 1.906 IMPOST 19 VENT I r-978•• 1104• 511Le •• 4 •• : • • - - • 4 683 3.062 yI 6.124 2.562 1.906 1 .125 .062 �- 2.000 062 T P. 2.125 I .062 1.708 .141 1 I 'CM100 ALUMINUM CASEMENT WINDOW (LM.I.))— RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL. (305) 392-6214 14X. (305) 260-6432 I+I -•1.625 IF--1.250 1 O FLUSH ADAPTER 1 .500 JAMB O FRAME JAMB . . 13 2.500 VERT. IMPOST .750 j� 2 � �.312 .304 -1 I--- 062 1 .062 .469 TYP. .062 -500 2.500 IL.958-iI - 7 GLAZING INSERT 222 RIGID PVC 1.875 -{ oww t q• . F ¢ . I L 1 a 2 II J 411.10.15 I.60 000400E14SOSHEE __- II y P 0 S .875 1 1 .875 IF I I 1 - I--.090 2750 2H5 0 FRAME JAMB (FIX.) O FRAME HEAD/SILL (FIX.) 2.500 20 , CORNER KEY 1.203 --j I I-.110 I - .734 �- .969 .907 .050 Tl'P. 875 - .-094 .. a 062 1.583 •tl1 2.b o is c 8 2.187-+1 IMPOST ANCHOR CUP .912 �^- h-1.315J F. o `- u s y 0 GLASS STOP (FIX. LAM. GL) 11 SNAP COVER (FIX. LAM. GL) 0 JAMB ANCHOR CLIP PRODUCT REVISED d yt a•with 4h• Florida MAR O.� 20 11111J ' _ �Y : -�An, . i t l I o, - - --� $ --� g --- l-. c " -j 5621- I I� O , .535 1.0.0 Ds TIP .110--{ 050 TIP I I- �5 .969 .907 j- • 1.561 0 1.699 VENT HINGE NOA-No.�od 18-0213.03 8 .535 Expiration Date07/29/2019 ' o �"� ` drawing no. _ 10 �.542 GLASS STOP (FIX. (AM. INSUL GL) F.945-1 12 SN COVER (FIX. LAN. INSUL GL) 7O FRAME .738 HINGE O D •.•• /�'��... �i J•� ��'1�Ni 1. Miami-Dad6product Control 11 0 sheet 10 of 11 ••• • • •• • • • • • • • ••• • •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • IMP95T ARNFE • FRAME CORNER MAR 0 2 2018 PRODUCT REVISED as complying with the Florida • • Building Code • • • • MOA-No. 18-0213.03 • • •• • • •• Expiration Date 07/29/2019 ••• •• • By Mlami-Daduct Control I tI IIIIi 434„,,u FAX. (305) 260-6432 O NO CHANGE THIS SHEET REV, PER PER COMMENTS NO CHANGE THIS SHEET A .o ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W04-16 sheet 11of11 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 16115 NW 52nd Avenue Hialeah, FL 33014 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 MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.zov/economy 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. DESCRIPTIONrSeries "RS-240"Aluminum Sliding Glass Door — L.M.I APPROVAL DOCUMENT: Drawing No. W03-101, titled "Series — RS240 Alum Sliding Mats Door (L.M.I.)", sheets 01 thru 10 of 10, dated 11/10/03 with revision "I" dated 02/13/1kptepared bal'Farooq • Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade. y Prat t Control • Section Revision stamp with the Notice of Acceptance number and Expiration data by the Muni —Dad% County Product Control Section. • • • • • • • • •• .• .• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant **es • • • •... LABELING: Each unit shall bear a permanent label with the manufacturer's laarfie. br logd, ate, stater series, and following statement: "Miami —Dade County Product Control Approve t rltss otherwise noted herein. • REVISION of this NOA shall be considered after a renewal application has beerilecl:and th ire has bee; no change in the applicable building code negatively affecting the performance of this product. • .. • . • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-1007.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. • MIAMI•DADE COUNTY APPROVED 3 I (-to t f5 r—NOA No-18:0213:01 Expiration -Date: June24; 20°19 Approval Date: March 22, 2018 Page 1 • . • RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS . 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0618.06) 2. Drawing No. W03-101, Sheets 01 thru 10 of 10, titled "Series — RS240 Alum. Sliding Glass Door (LMI)", dated 11/10/03 with revision "H" dated 05/16/16, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS .1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) ' Water Resistance Test, per FBC, TAS 202-94 Pr. ' 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, and TXS'202-94 along with marked—u'p drawings and installation diagram "of the aluminum sliding glass door, prepared by Fenestration Testing „Laboratories, Inc. Test Report No. FTL-5868,'dated 08/09/11, signed and sealed by Marlin D. Brinson, P. E. • • • • • • .(Submitted under previous NOA No.' 12-0618.06) ' ' • • • •• • 2.' : tee 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 ' • • 5 • • .. Forced Test, FBC 2411.3.2.1, . TAS 2 0.. . Entry . • 4 ' with marked up` drawings and" installation diagram of the aluminum sliding ▪ ,glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. lt'I'L'-5427, dated'l2/13/07, signed and sealed by Carlos S. Rionda, P. E. • • • (Submitted under previous NOA No. 09-0324.92)' 3. Test reports'on: 1) Air Infiltration Test, per FBC, TAS 202-94 •• 2) -Uniform Static'Air Pressure Test, Loading p'er FBC, TAS 202-94 3) Water Resistance Tet,•per FBC, TAS 202-94 4) Large'Missile'Impact Test p'er FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94' 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of the aluminum sliding glass door, prepared by `Fenestration' Testing Laboratories, Inc. Test Report No. FTL-4428, dated 01/11/05,sigried and sealed by'Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-081 5.1 5)` i f E-1 -11 forge M Plasencia, P. E. Product Control Unit Supervisor NOA No.18-0213.01 Expiration Date: June 24, 2019 Approval Date: March 22, 2018 RC Home Showcase, 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, and TAS 202-94 along with marked —up drawings and installation diagram of the aluminum sliding glass door, . prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL-3825, dated 07/16/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 04-0401.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by Al—Farooq Corporation, dated 09/17/15 and last revised b .Q.9'/17/1• b signed and sealed by Javad Ahmad, P. E. • 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE . .. • .... .. . . • • .... . •• .. 1. Miami —Dade Department of Regulatory and Economic Resouloe&4RER)..... • .. .. .... . • E. MATERIAL CERTIFICATIONS • • • •• • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amgrica Inc. i it "Kuraray Butacite® PVB Interlayer" dated 06/16/15, expiring orri 12/11416. 2: Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. t'orleir "SentryGlas® (Clear and White) Glass Interlayers" dated 07/09/15, expiring on 07/04/18. F. , STATEMENTS 1. Statement letter of conformance, complying with FBC-2014, issued by Al—Farooq Corporation, dated 09/17/15, signed and sealed by Javad Ahmad, P. E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State, Division of Corporation, Sunbiz document dated 10/11/13. (Submitted under previous NOA No. 13-1112.05) 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle— Kozhaya, Mr. Henry F. Kronfle—Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and Ms. Nancy Vias. (Submitted under previous NOA No. 13-1112.05) Jge M Plasencia, P. E. Product ontrol Unit Supervisor NOA No. 18-0213.01 Expiration Date: June 24, 2019 Approval Date: March 22, 2018 E-2 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) s , 4. Statement letter of complying with the Sales of Assets ..issued by RC Aluminum Industries, Inc., dated 10/30/2013, signed by Raul Casares, President. (Submitted under previous'NOA No. 13-1112.05) 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter, the Secretary of State. (Submitted under previous NOA No.13-1112.05) 6. Department of State Certification of MANUHEN ENTERPRISES, LLC as a limited liability 'company,. active -and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan, the Secretary of 'State: (Submitted under previous NOA No. 13-1112.05) 7. Laboratory compliance letters for Test Report No.-FTL-5868, both issued by Fenestration Testing'Laboratories, Inc.,. dated. 08/09/11, signed and sealed by Marlin •.•• '•••:' '•D. Brinson;P. E. • •• : • • • : (Minified under previous NOA No.12-0618. 06) + , ; • 8. •• Pl'bposal No. 08-1473-R'issued by Product Control;, dated 05/20/12, signed by Ishaq • • • •• •• ; • anda, P. E. • •' : ' • Submitted under previous NOA No. 12-0618.06) •• k • • • • • •9. : • ifirboratorS, compliance letters for Test Report No.._ FTL-5427, both issued by . •••• '1"ehhstration Testing Laboratories, Inc., dated 12/13/07, signed and sealed by Carlos S. • :• • 6731da, P. E. . • . (Submitted under previous NOA No. 09-0324.02) • • •• •• 10. - : Laboratory compliance letters 'for Test ``Report No. , FTL--4428, both issued by •• ,. • • • Fenestration .Testing Laboratories, Inc.; dated .01 /11 /05, signed and sealed by Edmundo Largaespada, P. E. • (Submitted under previous NOA No. 05-0815.15) , 11. Laboratory compliance letters for Test Report No. FTL-3825, both issued by Fenestration Testing Laboratories, Inc., dated 07/16/03, signed and sealed 'by,Joseph C. Chan, P. E. (Submitted under previous NOA No. 04-0401.03) • • G. OTHERS 1. Notice of Acceptance No. 13-1112.05, issued to R:C.;Aluminum Industries, Inc. for their Series "RS-240" Aluminum'Sliding Glass Door L L:M.I., approved oh 12/26/13 and expiring bn 06/24/ 19., .a� E-3 rge M Plasencia, P. E. Produc Control Unit `Supervisor NOA No. 18-0213.01 Expiration Date: June 24, 2019 Approval Date: March 22, 2018 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W03-101, Sheets 01 thru 10 of 10, titled "Series — RS240 Alum Sliding Glass Door (LMI)", dated 11/10/03 with revision "I" dated 02/13/18, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al—Farooq Corporation, dated 02/09/18, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE• • • • • • 1. Miami —Dade Department of Regulatory and Economic Resou!aosr (}? ER)....•. •.• • • E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray AmeiCcX•Inc.ortair "Trosifol® Ultraclear, Clear and Color PVB Glass Interlaytrs': dated 0.1,/1J3/18, • expiring on 07/08/19. • • • • • • • • 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Amii`Mf,:nc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated t2/28./'1 7, ex ririsig on 07/04/23. • • • . . • .• . . F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and no financial interests, issued by Al—Farooq Corporation, dated 02/09/18, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-1007.01, expiring on 06/24/19. Ja+ e M Plasencia, P. E. Product ontrol Unit Supervisor NOA No. 18-0213.01 Expiration Date: June 24, 2019 Approval Date: March 22, 2018 E-4 ••• • • • ••• • • • •• •• •• • • •• •• • •• • • • •• •• •• •• • • • • •• • ••• •• • • • • •• •• • •• •• •• • • • • •• •• •• • • • • • • 2 1./2" TP 2 3/4" MAX. HEAD/SILL CORNERS SILL ANCHORS 2 OR 3 AT 2-1/2" SEE CHART SHEET 4 JAMB OPTION W/O ANCHORS HEAD ANCHORS 2. 3, 4 OR 5 ANCHORS AT JAMB ENDS SEE CHART ON SHEET 4 2 3/4" MAX. HEAD/SILL CORNERS J 0 242 1 /4" (SECURED JAMBS) 226 1/4"(UNSECURED JAMBS) • • • QOOR WIDTy • • HEAD ANCHORS • • • • • • • • • • • CLUSTER • OF 4, 6. 8 OR 10 5 1/4" • • • • • • , • • • AT STILE ENDS FALSEO NTIN • • • • • 2 1/2 • • • • AT 2-1/2" O.C. OHONAL TYP. '1 • • • • • • • • • SEE CHART SHEEP 4 • • A • •• • • '_--_ '--_` lII� I I I I ) �JI II; II _ - �1lla '------ •• • • • •• • • • •• • J • • • • • • • • • •• __ -• •• . • • •• II II II II 11- I . 1 - • /. 1 1 _ _ " _ .� a, , ©I { 13 _ 04 i .a r ... II II �----nL II i • �4 n II t _ 1. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. SERIES-RS240 ALUM SLIDING GLASS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART SHOWN ON SHEET 3. USING CHART ON SHEET 4 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGNLOADSREQUIRED. VERIFY UNANCHORED JAMBS, IF USED AS PER SHEET 8. LOWER DESIGN PRESSURES FROM GLASS, ANCHORS OR JAMB CHARTS WILL APPLY TO ENTIRE SYSTEM. ,IIIII/ ill- 21/2" SILL ANCHORS 3 CLUSTER OF 4 OR 6 AT STILE ENDS AT 2-1/2" 0.C. SEE CHART SHEET 4 ti 56 5/8" O.L. OPG. 62 1/4" 56 5/8" D.L OPG. \ V 62"• TYPICAL ELEVATION _ TESTED UNIT THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ,r 1BY OR 26Y WOOD BUCKS & BUCK FASTENERS BY -OTHERS,' MUST BE -I DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT- LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF"S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY..,. ALL SHIMS TO' RE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECENING THIS PRODUCT AND SEALING AROUND. OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL PANEL WIDTH • r ,,, 4 ^ DAYUTE OPENINGS: D.L.O.:HEIGHT = PANEL HEIGHT - 4.0" D.L.O. WIDTH = PANEL WIDTH - 5.375" (MOV. PANEL) D.L.O' WIDTH = PANEL WIDTH"- 5.625""(FIX' PANEL) PANEL HEIGHT = DOOR FRAME HEIGHT - 1.50" PRODUCT REVISED -FEB 1 2018' as complying with th• Florida Building Code NOA-Ho. 16-0213.01' Expiration Data 06/24/2019 By Miam Product Control PANEL WIDTH JAMB ANCHOR SPACING'• 1/4" KWIK-CON AT 12" MAX. SPACING FOR UP TO. 3/8" SHIMS 1/4" KWIK-CON AT 10" MAX. SPACING FOR 1/2" SHIMS 1/4" TEKS 'AT 10" MAX. SPACING FOR UP TO 3/8" SHIMS. LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT ` 01111Ili', z jp) 10692 , /OR AL elk, SERIES-RS240'ALUM SLIDING GLASS DOOR (LM.I.) L P a 5 0 0 0 6 c drawing .no. W03-101 sheet 1 of TO) OX (SHOWN) xo OXO (SHOWN) XOX (SHOWN) i OXXO (SHOWN) APPROVED CONFIGURATIONS • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • Expiration Date 06/24/2019 • • • • • • • •• • • • • •• • • • • • • • _ ___ BY • • • • • • • Miami -Dad roduct Control NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY. SEE ANCHORS INSTALLATION DETAILS ON SHEETS 5 THRU 7. FOR FREE STANDING JAMBS DETAILS SEE SHEET 8. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0213.01 FEB 2 1 2018 NIFP EN8�:• _•• No 0592 OF 6( r�nnnn�t ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COMP -ANL\W03-101 N 0 CC N a Si c S drawing no. W03-101 sheet • 2 of) O ••• • • • ••• • • • •• •• •• • • •• •• • •• • • • •• •• • •• • • • • •• • •••• •• •• • • •• •• •• • •• •• •• • • • • •• •• •• • • • • • • ' DESIGN LOAD CAPACITY - PSF GLASS GLASS GLASS TYPE 'A' TYPE 'B' TYPE 'C' PANE. NOMINAL DOOR 'calf EXT. (+) EST. (+) EXT. (+) MCKES INCHES INT. (-) INT. (-) TNT. (-) 30 80.0 80.0 80.0 �80.0� ......80.0..... r80.0.+ 136�'+'ems 42 80.0 80.0 80.0 48 80.0 80.0 80.0 54 82 80.0 80.0 80.0 56-1/2 80.0 80.0 80.0 60 80.0 80.0 75.4 66 - 73.4 73.4 68.6 30 80.0 80.0 80.0 36 80.0 80.0 80.0 42 80.0 80.0 80.0 48 80.0 80.0 80.0 54 96 80.0 80.0 80.0 56-1/2 80.0 80.0 80.0 60 80.0 80.0 75.4 56 .. 73.4 73.4 - 30 80.0 80.0 80.0 36 80.0 80.0 80.0 42 80.0 80.0 80.0 48 80.0 80.0 80.0 54 102 80.0 80.0 80.0 56-1/2 80.0 80.0 80.0 60 80.0 80.0 5 - 30 80.0 80.0 80.0 36 80.0 80.0 80.0 42 80.0 80.0 80.0 48 80.0 80.0 80.0 54 108 80.0 80.0 80.0 56-1/2 80.0 80.0 80.0 60 80.0 80.0 - 5/32" TEMP. GI ASS 3/8" AIR SPACE 5/32" TEMP. GLASS .090" lnterlayers Trosifol PVB OR SentryGlos By 'Kuraray Americo, Inc.' 5/32" TEMP. GLASS SILICONE DOWSIL 795 '5 DURASEAL SPACER BY 'QUAND( AT 1/4 POINTS ALL SIZES GLASS TYPE 'A' 3 ITEM N0. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 24005T-038' • 1 • FRAME MEAD • • • 6005-T5 2 3A 4 2400ST-039 24005T-042 2400ST-073 24005T-028 • • 1 •• • • • •, 2 • • • 2 • • • • • 1/1.40V. PANEL 4 : • • • • •• • • FRAM, J,4106 (ANCHORED) • • • • FRAM? r B (ERI•STAN01N�" • • • •• MOVING HOR12. BOTT. RAIL 6005-T5 6063-T6 6005-T5 6063-T6 4A 2400ST-074 1/1.10V. PANEL ALTERNATE MOVING HORIZ. BOTT. RAIL 6063-T6 24005T-029 1/FIX. PANEL FIXED HORIZ. BOTT. RAIL 6063-T6 2400ST-026 7 24005T-027. 2400ST-024 2400ST-022 1/IAA tmEt 1/FIX•PANEL 1/Fr. PANEL 6063-T6 •• • •TOP 1XE1SRAl• • • • • • • • • • • .MMB•f1X.•Si1LE/►OCK WILE* • • 6063-T6 6063-T6 6063-T6 10 2400ST-041 1/ PANEL INTERLOCK 6083-T6 11 24005T-025 MEETING STILE 6063-T6 12 2400ST-012 THRESHOLD FILLING TRACK (LENGTH - OPNG. WIDTH BETWEEN FIXED PANELS) 6063-T6 13 24005T-011 SILL TRACK ANCHOR 6005-T5 6" LONG 14 24005T-019 HEAD COVER (LENGTH - OPNG. WIDTH BETWEEN FIXED PANELS) 6083-T6 15 24005T-031 2 SILL TRACK PLATE (5-1/4" X 1/4" X 7" LONG 8061-T6 AT EACH END 15A 2400ST-031 SILL TRACK PLATE (5-1/4" X 1/4" X 14" LONG 6061-T6 AT INTERLOCK/ASTRAGAL STILES 16 2400ST-032 MTG. RAIL THRESHOLD SEAL 6063-T5 6" LONG 17 110 X 1/2" 2 WEATHERSTRIP FASTENERS 18 V-027 BULB W'STRIPPING VINYL FP-712 PROTOTYPE 19 VN-2310 FLAP WEATHER SEAL VINYL WIBORG 20 V-026 BULB W'STRIPPING VINYL FP-198 PROTOTYPE 21 W31265NK FIN PILE W'STRIPPING ULTR#FAB 22 0250X270 Q-EON W'STRIPPING SCHLEGEL 26 100-7101 2/MOV. PANEL TANDEM WHEEL, ASSEMBLY WORLD IND. PRODUCTS INTL 27 10-0018XX STANDARD SLIDE SET LOCK WORLD IND. PRODUCTS INTL 28 LOCK KEEPER 29 DOOR BUMPER 1" DIA X 3/4" LONG 30 2400ST-040 AS REQD. INSIDE SCREEN TRACK 6063-T6 31 /10 X 1-1/4" 2/ PANEL PANEL ASSBY. SCREWS 5T/5T 32 #10 X 1-1/4" 2/ CORNER FRAME ASSBY. SCREWS ST/Sf 33 2 4-1/4' X .060" X 6" LONG PLATE ALUMINUM AT FRAME JAMB BOTTOM 34 5/8" X 1-1/2" X .1" PLATE 0 LOCK SNLE BOTTOM ALUMINUM FASTENED WITH #8 X 3/8" FH SMS 35 V-061 AS RECD.." GLASS CRADLE PVC IN SEGMENTS 36 P-045 A5 REGO. GLAZING INSERT RIGID PVC 37 2/ L11E SETTING BLOCKS EPDM DUROMETER 80t5 SHORE A 3/4" HEAT STREW!) GLASS .090" Inter1oyers Trosifol PVB OR SentryGlas By 'Kuroroy America. Inc: 3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 791 AT /4 POINTS ON LTTES WIDER THAN 36' ONLY GLASS TYPE 'B' 5/32" TEMP. GLASS 3/8" AIR SPACE 5/32" HEAT STREN'D GLASS .090" Interlayers Trosifol PVB OR SentryGlos By 'Kuroroy America, Inc.' 5/32" HEAT STREN'D GLASS GLASS TYPE 'C' SILICONE DOWSIL 995 DOWSIL 791 DURASEAL SPACER BY 'WAND' OPTIONAL FOR GLASS TYPES 'A' & 'C' Expiration Date 06/24/2019 By MI Mlam4ba roduet Control. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-2 1 9 FE8 2 1 2018 PRODUCT REVISED as complying with the Florida Building Code tgOA-No. 18-0213.01 4..V SERIES-RS240 ALUM SLIDING GLASS DOOR (LM.I.) Z 0 c drawing no. W03-101 sheet 3 of 10 DESIGN LOAD CAPACITY - PSF (HEAD ANCHORS) PANEL "NAL NCHES DOOR HEIGHT NCHES ANCHORS TYPE 'A' ANCHORS TYPE 'H' 1/4" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 1/2" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 2 ANCHORS AT JAMBS 3 ANCHORS AT JAMBS 4 ANCHORS AT JAMBS 2 ANCHORS AT JAMBS 3 ANCHORS AT JAMBS 4 ANCHORS AT JAMBS 2 ANCHORS AT JAMBS 3 ANCHORS AT JAMBS 4 ANCHORS AT JAMBS 5 ANCHORS AT JAMBS 2 ANCHORS AT JAMBS 3 ANCHORS AT JAMBS 4 ANCHORS AT JAMBS 5 ANCHORS AT JAMBS 4 ANCHORS AT STILES 6 ANCHORS AT STILES 8 ANCHORS AT STILES 4 ANCHORS AT STILES 8 ANCHORS AT STILES 8 ANCHORS AT STILES 4 ANCHORS AT STILES 6 ANCHORS AT STIES 8 ANCHORS AT STILES lO ANCHORS4 AT STILES ANCHORS AT STILES 6 ANCHORS AT STILES 8 ANCHORSIO AT STILES ANCHORS AT STILES EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 30 36 42 48 54 56-1/2 60 66" 82 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 76.9 80.0 80.0 80.0 72.7 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.9 80.0 80.0 80.0 62.3 80.0 80.0 80.0 80.0 80.0 80.0 73.8 80.0 80.0 57.7 80.0 80.0 80.0 54.5 80.0 80.0 80.0 75.6 80.0 80.0 65.6 80.0 80.0 51.3 76.9 80.0 80.0 48.5 72.7 80.0 80.0 72.2 80.0 80.0 62.7 80.0 80.0 49.0 73.5 80.0 80.0 46.3 69.5 80.0 80.0 68.0 80.0 80.0 59.0 80.0 80.0 46.2 69.2 80.0 80.0 43.6 65.4 80.0 80.0 61.8 80.0 80.0 53.6 80.0 80.0 42.0 62.9 80.0 80.0 39.7 59.5 79.3 80.0 30 36 42 48 54 56-1/2 60 66" 96 80.0 80.0 80.0 80.0 80.0 80.0 78.8 80.0 80.0 80.0 74.5 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.7 80.0 80.0 80.0 62.1 80.0 80.0 80.0 80.0 80.0 80.0 72.0 80.0 80.0 56.3 80.0 80.0 80.0 53.2 79.8 80.0 80.0 72.6 80.0 80.0 63.0 80.0 80.0 49.3 73.9 80.0 80.0 46.6 69.9 80.0 80.0 64.6 80.0 80.0 56.0 80.0 80.0 43.8 65.7 80.0 80.0 41.4 62.1 80.0 80.0 61.7 80.0 80.0 53.5 80.0 80.0 41.9 62.8 80.0 80.0 39.6 59.4 79.1 80.0 58.1 80.0 80.0 50.4 75.6 80.0 39.4 59.1 78.8 80.0 37.3 55.9 74.5 80.0 52.8 79.4 80.0 45.8 68.7 80.0 35.8 53.8 71.7 80.0 33.9 50.8 67.7 80.0 30 36 42 48 54 56-1/2 60 102 80.0 80.0 80.0 80.0 80.0 80.0 74.2 80.0 80.0 80.0 70.1 80.0 80.0 80.0 80.0 80.0 80.0 79.1 80.0 80.0 61.8 80.0 80.0 60.0 58.4 80.0 80.0 80.0 78.1 80.0 80.0 67.8 80.0 80.0 53.0 79.5 80.0 80.0 50.1 75.1 80.0 80.0 68.4 80.0 80.0 59.3 80.0 80.0 46.4 69.6 80.0 80.0 43.8 65.8 80.0 80.0 60.8 80.0 80.0 52.7 79.1 80.0 41.2 61.8 80.0 80.0 39.0 58.4 77.9 80.0 58.1 80.0 80.0 50.4 75.6 80.0 39.4 59.1 78.8 80.0 37.2 55.9 74.5 80.0 54.7 80.0 80.0 47.4 71.2 80.0 37.1 55.7 74.2 80.0 35.1 52.6 70.1 80.0 30 36 42 48 54 56-1/2 60 108 80.0 80.0 80.0 80.0 80.0 80.0 70.1 80.0 80.0 80.0 66.2 80.0 80.0 80.0 80.0 80.0 80.0 74.7 80.0 80.0 58.4 80.0 80.0 80.0 55.2 80.0 80.0 80.0 73.8 60.0 80.0 64.0 80.0 80.0 50.1 75.1 80.0 80.0 47.3 71.0 80.0 80.0 64.6 80.0 80.0 56.0 80.0 80.0 43.8 65.7 80.0 80.0 41.4 62.1 80.0 80.0 57..4 80.0 80.0 49.8 74.7 80.0 38.9 58.4 77.9 80.0 36.8 55.2 73.6 80.0 54.6 80.0 80.0 47.6 71.4 80.0 37.2 55.8 74.4 80.0 35.2 52.8 70.3 80.0 51.6 77.6 80.0 44.8 67.2 80.0 35.0 52.6 70.1 80.0 33.1 49.7 66.2 80.0 •• • • • • • • • • •• • • • • •• • • • •• • • • •• • • • •• PRODUCT REVISED •s eomPlylag wlth the Florida Building Cod• ••• ••• ••• ••• ••9O-0. 18-0213.01 • • • • • • • exl•.atl•nDots 06/24/2019 • • • • • • • •• • • • • •• • • • • ey• --- • • • • • • Mom a a roduct Control DESIGN LOAD CAPACITY - PSF (SILL ANCHORS) ANCHORS TYPE 'AA' 2 ANCHORS 3 ANCHORS AT JAMBS A7 JAMBS 4 ANCHORS 6 ANCHORS AT STILES A7 STILES PANELWIDTHDOOR HEIGHT EXT- (+) EXT. (+) INCHES INCHES INT. (-) R4T. (-) 30 80.0 80.0 36 80.0 80.0 42 80.0 80.0 48 82 80.0 80.0 54 80.0 80.0 56-1/2 80.0 80.0 60 80.0 80.0 66' 78.2 80.0 30 80.0 80.0 36 80.0 80.0 42 80.0 80.0 48 96 80.0 80.0 54 80.0 80.0 56-1/2 78.0 80.0 60 73.5 80.0 66" 66.8 80.0 30 80.0 80.0 36 80.0 80.0 42 80.0 80.0 48 102 80.0 80.0 54 76.8 80.0 56-1/2 73.4 80.0 60 69.1 80.0 30 80.0 80.0 36 80.0 80.0 42 80.0 80.0 48 108 80.0 80.0 54 72.5 80.0 56-1/2 69.3 80.0 60 65.3 80.0 FEB 2 1 2018 JJ% • • • • • • • • • • • • • e • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • re „u COMP-ANL\W03-10 SERIES-RS240 ALUM SLIDING GLASS DOOR (LM.L) FAX. (305) 260-6432 0 0 v v c drawing no. W03-101 sheet 4 of 10 TYPICAL. ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENDS SEE SHEET 4 FOR QUANTITIES EDGE DIST, d 'CONCRETE 3 KSL MIP4 .' ®ts f- f/ I 1 I I I I I 1/4- X 3/4' SCREWS EDGE OIST. CONCRETE -3 fkg MIN. TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENDS SEE SHEET 4 FOR QUANTITIES • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • 1100 • • • • • • • • • • • • • • • • • • • • • • • TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENS SEE SHEET 4 FOR QUANWIES• • •. • C • • � s • ° EDBE'DI ,' • u 0 5 � 1- r H OS pd. 1l • • • •• • • • • • •• • •• •• • • • • - ,•• • • • •••N ; • • • •. .••• o UN• • tnu / //7 //// ..................... CONCRETE 34KSI.MIN. EDGE GIST. • •• • • • • • • • • • • • •• /1-77,1r , . SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SEALANT. LOCKS: SURFACE MOUNT THREE PLY HOOK LOCK BY 'WORLD INDUSTRIAL PRODUCTS' AT 41-1/2" FROM BOTTOM WITH KEEPERS AT LOCK POSITION. WEEPS: W1 = 2-1/2" WEEP NOTCH AT SILL CENTER W2 = 7/8" NOTCH AT EACH END WITH ALTERNATE MOVING PANEL BOTTOM RAIL POURED & HARDENED ,.... ,. HIGH .STRENGTH GROUT f'c 5000 PSI I MIN. NOT BY RC HOME. SHOWCASE PRODUCT REVISED MUST TRANSFER SHEAR as complying with th. Florida LOADS TO STRUCTURE Building Cods • NOA-No. 18-0213.01 TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENDS SEE SHEET 4 FOR QUANTRIES FEB2 1 2018 Expiration Date 08/24/2019 By ----- idiom roduct Control — NE). Y`1111111I7 -. uCENSF'•.!V "? 70592 ATE OF •'•. ORIOF;.•' Sss01VAL �l drawing no. W03-101 sheet 5.of_10) TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENDS SEE SHEET 4 FOR QUANTITIES TYPICAL ANCHORS: SEE ELEV. FOR SPACING (- — -- —AT HEAD- —_—_— — — •A, 1/4' DIA HILTI KWIK-CON II (Fu=138 KSI, Fy=137 KSI) MIN LENGTH = 3-1/4" INTO WOOD STRUCTURES, 2" MIN. EMBEDMENT THRU 18Y 0R 2BY BUCKS INTO CONCRETE, 1-1/4" MIN. CONC. EMBEDMENT DIRECTLY INTO CONCRETE, 2" MIN. EMBED TYPE '8' 1 /4 DU. KS OR EI F DRI I IN SCREWS (Fu=120 KSI, Fy=92 K51) INTO MIAMI-DADE COUNTY APPROVED CLIPPED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) L(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) —AT SILL- — — �TYPE 'AA' — 1/4" DIA HILTI KWIK-CON II (F0=138 KSI, Fy=137 K51) MIN LENGTH = 3-1/4" , DIRECTLY INTO CONCRETE, 2" MIN. EMBEDMENT— — — — — — AT JAMBS - — — — 1/4" DIA. HILTI KWIK-CON II (Fu-138 KSI, Fy=137 KSI) MIN. LENGTH = 3-1/4" INTO WOOD STRUCTURES, 2" MIN. EMBEDMENT THRU 1BY 0R 2BY BUCKS INTO CONC. OR BLOCKS, 1-1/4" MIN. CONC. OR BLOCKS EMBED. DIRECTLY INTO CONCRETE, 1-3/4" MIN. EMBED DIRECTLY INTO FILLED BLOCKS, 2" MIN. EMBED 1/4' DIA TEKS OR SELF DRILLING SCREWS (Fu=120 KSI, Fy-92 KSI) INTO MIAMI-DADE COUNTY APPROVED CLIPPED MUWONS 0R INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) I (STEEL IN CONTACT WNH ALUMINUM TO BE PLATED OR PAINTED)— ANCHOR FOGF DISTANCFS INTO CONCRETE AND BLOCKS = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS fm 2000 PSI MIN. 7 J • TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE h INTERLOCK ENDS SEE SHEET 4 FOR QUANTITIES MIAMI-DADE COUNTY APPR'D MUWON SEE SEPARATE NOA TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENDS SEE SHEET 4 FOR QUANTITIES METAL STRUCTURES 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE •• ••• • • • • • •• • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • •• • • • ••• • • • • • • • • • • • • f IrdNon Date 06/24/2019 • • • • 6B1 • • c • • AllaAB-Da roduet Control PRODUCT REVISED as complying with the Florida Building Code • • • Nsio. 18-0213.01 ATE OF " !( ORIDR•' !7, s/OdNIAL �.i•'. � T//111111AAA� rol"U SERIES-RS240 ALUM SLIDING GLASS DOOR (LM.I.) (305) 260-6432 a 0 c drawing no. W03-101 • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• sheet 6 of 10 • TYPICAL ANCHORS SEE ELEVATION FOR SPACING 4.0 1/2" MAX. (LOAD BEARING) PANEL WIDTH D.LO ••. • • • ••• • • • •• •• •• • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • • C •• • • • • •• • • • • • • • • • • •O • •• • • • • • ( • • • • • • • • • • () • • • • r • • 1/4" X 3/4" SCREWS- 11 •• ••• \•• • • • • • •• • • • • • •• ••• • • • • ► . • • • • •• �1- (r J(o' D.L OPG PANEL WIDTH DOOR WIDTH EXTERIOR SHIM 1/2" MAX. (LOAD BFARING) SHIM D.LO EXT. PANEL WIDTH DOOR WIDTH 'TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. (LOAD BEARING) SHI 1BY WOOD BUCK J EXT. D.LO. PANEL WIDTH DOOR WIDTH ALTERNATE TO JAMB FIX. STILE TYPICAL ANCHORS SEE ELEV. •FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXT. METAL STRUCTURE 3/8" MAX. (LOAD BEARING) SHI PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0213.01 Expiration Date 06/24/2019 By Miami-0a oduct Control FEB2 1 2018 `111111111 i,,,, /770592 to`'‘) a CC z S in 6 0 COMP-ANL\W03 5 m UPDATED TO 2014 FBC 2 B 2 a C 2 a d 9 drawing no. W03-101 sheet 7 of 10 UNANCHORED JAMBS DEFLECTION AT 80 PSF PANEL WIDTH , INCHES VJCHES IN DOOR HEIGHT INCHES DEFLECTION INCHES 30 .075 36 .087 42 .099 48 ao .109 .117 54 56-1/2 .120 60 .124 66 .129 30 .157 36 .186 42 .212 48 .236 54 96 .258 56-1/2 .266 60 .278 66 .286 30 .201 36 .238 42 .272 48 .305 54 102 .334 56-1/2 .346 60 .357 30 254 38 .301 42 .345 48 .387 54 108 .426 56-1/2 .441 60 - MIN. & MAX. GAP SEE CHART BELOW FREE STANDING JAMB FIXED SIDE Ix 1N"4 Sz IN3 5.645 2.5527 GAPS FOR FREE STANDING JAMBS MAX. FRAME HEIGHT MIN. GAP GAP 82" 1/4- 1' 96' 1/4" 1" 102' 1/4" 108" 1/4' 1" EXTERIOR NOTE: MAX. MOVEMENT CONS DERED- 00% STRETCH. PLEASE REFER TO 6FAI ANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABIIJTY OF SEALANT TO SUBSTRATE & WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE UNES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. SEE CHART BELOW FREE STANDING JAMB OPERABLE SIDE SIUCONE DOWSIL 790 DEPTH = 3/8" MIN. 1/2" MAX. •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • 3/8' X 3/8' BOND BREAKER TAPE GAP FRFE STANDING JAMB FOR JOINTS GAP LESS THAN 1/4" USE BOND BREAKER TAPE SEE DETAIL ABOVE FEB 21 2018 PRODUCT REVISED as complying with the Florida Building Code NO/1-No. 18-0213.01 Expiration Date 06/24/2019 By /may Mlaml-bated Vraduct Control TZ SERIES-RS240 ALUM SLIDING GLASS DOOR (L.M.I.) COMP-ANL\W03-10 FAX. (305) 260-6432 01 0 t 0 01 NO CHANGE THIS SHEET .o drawing no. W03-101 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • sheet 8 of 10 ••• • • • ••• • •• •• •• • • • •• • • • •• •• •• • •• • • ••• •• • • •• •• • •• • • • • •• •• • • • • • • • •• • • • • 2.235- 1 ... ... ;E; • ••••• 1.684 �u ¢ 0 5.499 5.016 187 .062 - n, •.344 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220. MIAMI, FLORIDA 33173 (C.A.N. 3533) TEL. (305) 264-8100 FAX. (306) 2626978 o idJ 1 p U • • 1.792 x 1.1751.188375 25 7VP � • .25• •• • • • .100 •• SILL�•• •• • O INSIYE RPCK • • • L. -2.187 ( 8HEAD COVER • • • • • • • • • • • •5 2.673 4.612 -- 2.085 I 2.493 1 FRAME HEAD O • • -. - • • • 2.6: • .2:• • • • • • • • • i 1.906 3.000• 078 2.647 .100 4.562 2.062 .078 .078 1.764 1.564 .257 (FREE) O FRAME JAMB STANDING - 1.613 L . 1.391 1.723 1 1 .082 �. 1.391 50o 1 9 O 1.000 LOCK 1.274 STILE (SERIES—RS240 ALUM SLIDING GLASS DOOR (L.M.I.) RC Home Showcase, Inc. 16115 NW 52nd Ave. Miami, FL. 33014 TEL (305) 392-6214 FAX. (305) 260-6432 1.569 ___I 1.768 O . 1-1374--1 FIX. TOP L.344 RAIL 6 MOV. 1.569 TOP RAIL } 1.906 .500 T 2.313 • .062- l L f 1.474 I F--1.606 MTG. STILE j r--1.569-1 I I 2.531 - ,078 1.913 1.913 I- 4n ALT. MOVING 1.374 BOTTOM RAIL .500 1 .500 --1.684 1.828 2.594 2.378 062 2.313 .062 1.396 2.211 1.792 125. PRODUCT REVISED a• eompiwith tlw Florida Building Colo NOIa-No. 18-0213.01ying 10 INTERLOCK 2.750 MANUF. NAME REV. I UPDATED TO 2014 FRC REV. PER RER COMMEMS I NO CHANGE THIS SHEET 1.063 O L 1.250 J 1.674-� FIX. BOTTOM RAIL O MOVING 1.374 --i BOTTOM RAIL 1.564 .094 4.574 .090 m'• 1.076 O FIXED 1.000 STILE Expiration Date 06/24/2019 i,,," ..5. oNHNII m _____ BY /' .125 3.375 O FRAME JAMB (ANCHORED) . MlamiLDad PEB 1 1018 ,,111iliii,i, `�� r : •• ��7��oiiiiiiit00` uct Control W3.. 7�4' • 7022. 1x _ - ATE OF•:(/� • omo►;`.•••G r 4TT.25a zs2o �- 2.688 q. o r- 1; 1.375 1 7LI____Et.250 .587 .687 drawing no. W03-101 I II-- 1.234 13. SILL ANCHOR .437 5.582 FRAME SILL 12 THRESHOLD COVER (sheet 9 of 10 FRAME TOP CORNER FRAME BOTTOM CORNER PANEL TOP CORNER ••• ••• •• •• •! NE: B41T04 %tRNER • • • • • • • • •• .•. •• • • • •• • ••• • ••. . • • • • •• • •.•• •. • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • •• • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0213.01 Expiration Date 06/24/2019 By < X MIaml-Dad act Control (I II111 Jam••` FEB2 1 2018 SERIES-RS240 ALUM SLIDING GLASS DOOR (L.M.L) n c d drawing no. W03-101 shoot 10 of 10 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 16115 NW 52' Ave Miami, FL 33014 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.thh•AJiJ may immediately revoke, modify, or suspend the use of such product or material wit&in t1 &ir jurisM:tton. REV • • reserves the right to revoke this acceptance, if it is determined by Miami-Dadetounty Probet Control MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy Section that this product or material fails to meet the requirements of the applicablcAtaling code.. • This product is approved as described herein, and has been designed to comply with the Fla4ida.Buildi4g • • • Code, including the High Velocity Hurricane Zone. DESCRIPTION'Series FIR100 Aluminum Horizontal.Sliding.Window--.If.M.1q . • • • •. •. .. .... APPROVAL DOCUMENT: Drawing No. W04-36, titled "HR100 Alum. Horiz. Sliding Wdw.(L.M.I.)", . • sheets 1 through 9 of 9, dated 05/04/04, with revision K dated 02/12/18, prepared by AI•'aroo5 Coloratio€,..:. signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Prodtrt cogtrol Revision stanm•,. with the Notice of Acceptance number and expiration date by the Miami-Dade•Couhty Prptilvt.Contrbl • .. Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to complywith any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: • A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0416.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4 and Green Sustainable Attributes (G.S.A.) page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. MIAMI•DADE COUNTY APPROVED �✓,2. a4/g3/zot 8 ,L. NOA-No. 18-022113.0 Expiration`Date August 05, 2019 Approval Date: April 12, 2018 Page 1 RC Home Showcase, Inc. r NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED-,. ,a t a 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's r , A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0922.05) 2. Drawing No. W04-36, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 05/04/04, with revision J dated 12/09/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on:,1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure ;Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 • • • • ; 4) Large Missile Impact Test per FBC; =TAS 201-94 • • • 5) Cyclic Wind Pressure Loading per FBC; TAS 203-94 `_ • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 •• • • • • • eleng with marked -up 'drawings and installation diagram of an aluminum horizontal • •. • • • • '. • stitUng window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. • • • • ::.. . r•tL-6440, dated 02/25/11, signed and sealed by Marlin D. Brinson, P.E. •....• •.(Submitted under NOA No. 11-0922.05) (`' • • • 2. -• • festt 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) Dfok Load Test (400 Ft. Lb.);per ANSI Z97.1 along with marked -up drawings and installation diagram of an aluminu"m,horizontal sliding window, prepared by Fenestration Testing Laboratory; Inc., Test Report No. FTL-6078, dated 12/05/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-0426.10) 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 an outswing aluminum casement window, prepared by "Hurricane Engineering & Testing, Inc., Test Reports No. 'HETI-03-1880, dated 12/1'2/03. and HETI=03-1881, dated 03/19/04, all signed and sealed by Rafael E. Droz-Seda, P.Ev (Submitted under NOA'=No. 06-1130.02) 4. Test reports on:' 1) Tensile Test per °ASTM-E'8-01el along with marked -up drawings and installation diagram, of an outswing aluminum casement window; prepared by Hurricane, Engineering & Testing, Inc., Test Report .No. HETI-04-T119, dated 04/23/04, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.02) Sifang'Zhao, P.E. Product Control Examiner NOA No. 18-0213.04 Expiration Date: August 05, 2019 Approval Date: April 12, 2018 E-1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 and TAS 202-94 along with marked -up drawings and installation diagram of an outswing aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1362, dated 12/11/03, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 04/01/15 and 12/07/15,. prepared by Al-Farooq..Gemoration, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 . • .... . . . . .. . •.•• . . . . . . .. . • D. QUALITY ASSURANCE ••... .. . 1. Miami -Dade Department of Regulatory and Economic Resoureee E1k.ER).• • • • • • .... • E. MATERIAL CERTIFICATIONS • • • • • . • • • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray An.eriea:Inc. foriheir "• "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring.on ,2/11/1f' • • • • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Anie1ica; Inc. fov Their • • "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated April 1, 2015, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-6440, dated 02/25/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0922.07) 3. Laboratory compliance letters for Test Report No. FTL-6078, dated 12/05/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 10-0426.10) 4. Laboratory compliance letters for Test Reports No. HETI-03-1362, dated 12/11/03, HETI-03-1880, dated 12/12/03, HETI-03-1881, dated 03/19/04 and HETI-03-T119, dated 04/23/04, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under s NOA No. 06-1130.02) Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.04 Expiration Date: August 05, 2019 Approval Date: April 12, 2018 E-2 RC Home Showcase, Inc. • • • • • • • •• • • • •" • • NOTICE OF ACCEPTANCE: a EVIDENCE SUBMITTED G. OTHERS a ' 1. Notice of Acceptance No. 13-1112.13, issued to RC. Home Showcase, Inc. for their Series "HR100 Aluminum Horizontal Sliding Window — L.M.I.", approved on 12/26/13 and expiring on 08/05/19. 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: 1) NFRC 100-2004 "Procedure for Determining.Fenestration Product U-Factors" 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer 'simulation in accordance with NFRC: Frame and Edge Modeling: • • • • ••• THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a ¶.C•Aluminum Series "CM100" outswing'casement aluminum prime window, along • • with attached drawings and bill of materials included •in Appendix A, -marked -up by • • • t4!tional Certified Testing Laboratories, Test Report No. NCTL-110-12455.01, pages • • •• • • • l•through 7 of 7, dated 11/16/09, signed by Richard A. McVicker III, Simulator, and • • .. Slcyen H. Coble, NFRC Accredited Simulator, Simulator —In —Responsible —Charge. • • • NFRC 102-2004 Thermal Performance Test Report on: A • 1j • TIFRC 102-2004 "Test Procedure for Measuring the,, Steady State Thermal •3. • •• Transmittance of Fenestration Systems" • list report of a series RC Aluminum's Series "CM100" Outswing Aluminum • •' • •' Casement Prime Window with Low E and Argon, along with -submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. Zeiders, P.E., Vice -President Engineering & Quality Person -In -Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CM100 Raw -Material: Aluminum Including letter from Fundiciones, Industriales, S.A. (FISA) dated 03/22/10, certifying that the extruded aluminum products contained. 30% recycled scrap material, signed by Henry Kronfle, Vice -President E-3 Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.04 Expiration Date: August 05, 2019 Approval Date: April 12, 2018 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W04-36, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)", sheets 1 through 9 of 9, dated 05/04/04, with revision K dated 02/13/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 02/16/2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • • D. QUALITY ASSURANCE •.• .• . .... .' 1. Miami -Dade Department of Regulatory and Economic Resource: (RER) • • • • • • • E. MATERIAL CERTIFICATIONS •1•• •• • . .. • . 1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifo1 ' . . Ultraclear, Clear and Color PVB Glass Interlayers" dated] /.l 18, a gjgijlg on 07/08/19. • ••• 2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryfiI (Clear and White) Glass Interlayers" dated 12/28/17, expirk4Ott 07/04/23. • • .• •• • F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated February 09, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 5-0416.03, issued to RC Home Showcase, Inc. for their Series "HR100 Aluminum Horizontal Sliding Window — L.M.I.", approved on 01/14/16 and expiring on 08/05/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.04 Expiration Date: August 05, 2019 Approval Date: April 12, 2018 E-4 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami —Dade. County Product Control. G14,- REcYcLElc CONTENT / BIO BASED 1MATERroIAL' /;RAPIDLY I ENEW ABLE M• ATERIAL.. ± ` : ' , Component Name Recycled % Recycled % Bio—based % Renewable Material Content at at Disposal Material • x Manuf. 1. Window Aluminum 30% 100% N/A N/A j } k'.xar ,. _ Y.a;",vl.N)A:ri )Styr.. 4Y,, .s.a4is s i1 �o iry 'G yn' ff. 68 71.j7,•', toR"'THERMAL TRANS111iTTANCE `BTU/fHRgt.,G„» F& ,-},-`%- , '-' N . ri G».. HGC - "—,T R (4SOL' R I IEAT GAIN COF} I fC ENT)�BTU/IRS` +' I Z,. `n. " e. `VISIBL GAIT TRANSMIT ANCE Al NO ± ."INCIDENCE& '�� .� 'rt �'' �� . ••- ONDFt1Yy ,A ON.RESISTANCE ' : C �k:� k kk _ �r .,,:t. st 1e..ki 46. A3�Y?'r.9.K: v 4-"d'..4 c'�' + ,t. ',_� +. Ski s. 8. kW�+�b • • •• Test• • • • .•Eteport#t••Namber . •••• product Glazing Components: x, ••• •Factor G.B. .U— G.9: SHGC VT; CR •••••$ase • • life,•• ;• • • Produce • 000 • • .5/32 CLR 240#2—SS—D ARG BRZ-1/8` 090 PVB 1/8, , — — — — — ' 0.65 0.20 0.21 15 1. • , , • • iNCTL Jj0-124$I6—y,p03 • •• p p01 5/32 CLR _240#2—SS—D_ARG BRZ-1/8 090 PVB 1/8 0.65 0.20 0.21 15 • '002 5/32 CLR _240#2=SS—D_ARG_CLR-1/8. 090 PVB 1/8 0.65 0.21 0.28 15 3. , 5/32 CLR_240#2—SS—D ARG GRN-1/8 090 PVB 1/8 0.65 0.20 0.19 15 '.• 004 5/32 CLR _240#2—SS—D ARG_GRY-1/8_090 PVB 1/8 0.65 0.26 0.26 15 Legend Abbreviations: Description: SS—D Desiccant —Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @ #2 Surface Typical ARG 90% Argon PVB . 0.090" Poly Vinyl-Butryal (PVB) interlayer CLR Clear Glass ' BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass CT ONDUGTi E) BT Component Name C—Value 1. Whole Window 1.53 G-1 Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0213.04 Expiration Date: August 05, 2019 Approval Date: April 12, 2018 (3) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS READ. FOR SIZES MARKED WITH " ON SHEET 4 x 0 5" MAX. HEAD CORNERS // j 78 1/2" MAX. I; I A FALSE MUNTINS MAY BE USED 14 1/2" MAX. SILL CORNERS 35" 11 1/2" MAX. AT SILL 34 3/4" D.L OPG. HRI00 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 4. D.L OPG. 39 7/8" APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULIJONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. VENT WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS 8Y OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • • • • • • • • • • REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. • • • • • • • • • • THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION • • • • • • • • • • FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY • • • • • • • • • • • OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR • • • • • • • • • • • • • • • • • • WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 5" MAX. HERO CORNERS 0 14 1/2" MAX. (3) ANCHORS AT MrG. STILE ENDS TYP. (4) ANCHORS READ. FOR SIZES MARKED WITH '•' ON SHEET 4 119 3/8" MAX. WINDOW WIDTH -7-"^� 13" MA)(. 7" 3 1/2" r5 II O I I I AT HEAD I I I _ TYP. I / I ;Il I' 1 II h u li . - > _ - O - IL- -Fr - �i , i� II j/ II II /j 11 II •j 0 - 1' t - Ir _iI I II II I II __==1F ��-_- I _ 11 1! !I � 1 ____ —_- /LI, '<i - 11 ____fit ___ 11 II --1L __ __ it _ - II !1 -r- I. SILL CORNERS TYPICAL ELEVATIONS 26 1/8" 11 1/2" MAX. AT SILL 53 1/8" D.L. OPG. 31 1/4" VENT WIDTH FLANGE FRAME WINDOWS •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• D.L OPG. 26 1/B" D.L. OPG. 31 1/4" VENT WIDTH FALSE'MUNTINS MAY BE USED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED - BuR&with the Florida = Acceptance NotB{,.ZI3.� G1{ Expiration Da�pk(aS ol'\; By Mimi Dade Prat Control 'ON % ,, HR100 ALUM HORIZ. SLIDING WDW. (L.M.I.) 0 0 M 0 a 0 o` U 0 0 5 UPDATED TO 2017 FTC 0 0 2,4 0 a a drawing no. W04-36 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • •• sheet 1 of 9 •. • . • • • •. • • • ••• • • • •• •• • • •• •• • • •• •• •• •• • • • • •••• •• •• • • •• • •• •• •• • •• •• ••• • •• 5" MAX. HEAD/SILL CORNERS 78 1/2" MAX. WINDOW WIDTH 11 1/2" 7" MAX. 3 1/2. HEAD e II1I; SILL I it it II II _ O i 8 _ I 11 // 11 I1 I I II I 1 I 1 I I I I I I I i 1 I\ I I 11 D.L. OPG. (3) ANCHORS AT MTG. STILE ENDS TYP. HEAD/SILL VENT WIDTH FALSE MUNT1NS MAY BE USED Z • • • • • • • • 5"*MAX. • z n • •• O 0 TYPICAL ELEVATIONS 119 3/8" MAX. '� WINDOW WIDTH • • •• • • • • • • • • 11 1/2" • • • • 7"9 (to • • MAX. • • At • lAR" • • HEAD •1 \--•'--r— (I-• • • SILL I•• •• •• •••• • •(/•p��)• • • ••r h • • • t 11 _ = r=== ._— •• •'V/ • •• •• •• '1. ,1 it —" - ' I • • • �•., •• 1 O •• • •�. Ii 6 IF- ,. ____- i il II '/ I II' -II II II II I I1 ___lr a�__- 1 I� ___= II -- II II II II _==-1__ f= II II 11 11 . IIiII I I I I I I, I II FLUSH FRAME WINDOWS PRODUCT REVISED as complying with the Florida Building Code Acceptance No I i-/L15.0 Expiration Date N. ILi _ By Miami Dade Product Control (3) ANCHORS AT _-MTG. STILE ENDS TYP. HEAD/SILL FALSE MUNTINS MAY BE USED ra*mu a. U HR100 ALUM HORIZ. SLIDING WDW. (L.M.I.) FAX. (305) 260-6432 5 0 UPDATED TO 2017 ESC d Y O O C drawing no. W04-36 sheet 2 of 9 DURASEAL SPACER BY 'DUANEX' 1/8" OR 5/32" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'kuroray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOWSIL 795 1/8" OR 5/32" HEAT STREW') GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" Interloyer Trosifol PVB By 'kuraroy America, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE DOWSIL 795 cc GLASS TYPE 'A' w GLASS TYPE 'Al' 1/8" HEAT STREW() GLASS .090" Interlayer SentryGlos By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOWSIL 795 O J L' 0 1- DURASEAL SPACER w w BY 'OUANEX' GLASS TYPE 'B' GLASS TYPE 'B1' 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" Interlayer SentryGlos By 'Kuraray Americo, Inc.' ITEM PART i QUANTITY DESCRIPTION MATERIAL MANF./SUPPIIER/RSMARIS 1 RS100-001A 1 FRAME HEAD 6063-1-6 - 2 RS100-002 1 FRAME SILL 8063-76 - 3 R5100-007B 1 FRAME JAMB VENT 6063-T6 - 4 R5100-008 1 FRAME JAMB FIXED 6063-T6 - 5 RS100-004 1/ VENT FIXED RAIL 6083-T6 - 6 RS100-003 1/ VENT VENT MEETING RAIL 6063-T6 - 7 RS100-009 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 8 RS100-006 1/ VENT JAMB STILE 6063-T6 - 9 500T-007 AS REQD. GLAZING BEAD 6063-T6 - 10 R5100-005 1 SLIDE ANCHOR CUP 6063-T8 1" LONG 11 - 1 ANCHOR CHMINEL 6063-T6 - 12 - - - - - 13 W31231NK 4 WEATHER STRIPPING PILE (VENT) - - 14 W3123INK 1 WEATHER STRIPPING PILE (MEETING RAIL) - - 15 Q-LON - 1 Q-375 X 190 WHITE - - 16 V-033 1 WEATHER STRIPPING GASKET NEOPRENE - 17 P-049 AS REQD. GLAZING INSERT RIGID PVC MELTPOINT, DUROMETER 75*5 SHORE A 18 V-055 1 VINYL LAM. INSUL GLASS PVC DUROMETER 7535 SHORE A 19 P-0358 2/ VENT HANDICAP FINGER LOCK RIGID VINYL 6" FROM EACH END 20 - - - - - 21 RSIOO-MI 2/ VENT KNURLE AXLE PIN ST./ST. - 22 P-016 2/ VENT WHEEL RETAINER HOUSING NYLON - 23 RD 1906 2/VENT WHEEL NYLON - 24 - - - - - 25 #10 X 1" AS REOD. FRAME ASSY. SCREWS ST. STEEL PH SMS 26 #10 X 3/4" AS REQD. VENT ASSY. SCREWS ST. STEEL HH SUS 27 #10 X 1-1/2" 2 SLIDE CUP FASTENERS ST./ST. PH. P.H. 28 #12 X 3/4" 1 SLIDE CUP FASTENER ST./ST. FH S.M.S. 29 RS100-029 AS REQD. FLUSH ADAPTER HEAD 6063-T6 - 30 RS100-019 A5 REOD. FLUSH ADAPTER SILL 6063-T6 - 31 R5100-028 AS REOD. FLUSH ADAPTER JAMB 6063-T6 - 32 500Y-010 AS REGD. SNAP COVER 6063-T6 - 5/32" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" Interlayer SentryGlos By 'Kuraray Americo, Inc.' 1/8" HEAT STREN'D GLASS 1/8" HEAT STREN'D GLASS SIUCONE w SIUCONE DOWSIL 795 t DOWSIL 795 • • • • • • GLAZING OPTIONS SEALANT: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE. NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • EXTERIOR PLY OF GLASS TYPES 'Al' & '81' MUST BE TEMPERED. • • • • • • • cc ►�+�� = e� PRODUCT REVISED 0 • • • Il W • • • • • as complying with the Florida 0' • • • • • • • • • • Building Code • • • • DU1KSEAL0 SPACER • • • • Acccptance Noj w w • • • BY•OUIINEX' • • • • • Expiration Mat • • •• • • • • • • • GLASS APE 'C' • • • • • Mimui Dade Pwdoct Co•ad L 111 I1f/I Afri F. Isr L. D •4"Ge��;� 6111100. ``\s HR100 ALUM HORIZ. SLIDING WDW. (L.M.I.) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 • • • • • • • • • 000 • • • 0410 • • 0 COMP-ANL\W04-36RC FAX. (305) 260-6432 9 0 Q 0 9 3 5 0 3 5 O drawing no. W04-36 sheet 3 of 9 •.• • • • •.• • • •• •• • • • •• .• • • • . • • • • • • • • • • • •• •• • • •• •• • • It • • . . • • • • • • • DESIGN. LOAD CAPACITY - PSF (XO OR OX SIZES) GLASS TYPES WINDOW DIMS. . A. Al, B, B1 & C WIDTH HEIGHT EXT.(+) INT.(-) 26-1/2" 80.0 80.0 37" 26" 80.0 80.0 53-1 /8" 80.0 80.0 26-1/2" 80.0 80.0 37" 38-3/8" 80.0 80.0 53-1/8' 80.0 80.0 26-1/2" 80.0 80.0 37' 50-5/8' 80.0 80.0 53-1/8" 80.0 80.0 26-1/2" 80.0 80.0 37' 63" 80.0 80.0 53-1/8" 80.0 80.0 24' 80.0 80.0 36" 80.0 • 80.0 48" 24" 80.0 80.0 60" 80.0 80.0 72" - 80.0 80.0 78-1/2' 80.0 80.0 24" 80.0 80.0 36" 80.0 80.0 48' 36" 80.0 80.0 60' . 80.0 80.0 72" 80.0 80.0 78-1/2" 80.0 80.0 24" 80.0 80.0 36" 80.0 80.0 48" 48" 80.0 80.0 60'' _._ 80 0....... 80 0.......�72" 80.0 80.0 78-1/2" �` 8(.0 - 80.0- 80.0 80.0 36" 80.0 80.0 48' 60' 80.0. 80.0 60' 80.0 80.0 72' 80.0 80.0 78-1/2' 80.0 80.0 24" 80.0 80.0 36" 80.0 80.0 48' 65-1/2' 80.0 80.0 60" 80.0 80.0 72" 80.0 ` 80.0 78-1/2" 80.0 80.0 * (1/,2W) (1/.?W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH DESIGN LOAD CAPACITY - PSF (XO 0R OX SIZES) GLASS TYPES WINDOW DIMS. B, B1 & C WIDTH HEIGHT EXT.(+) INT.(-) 55-1/2" 80.0 80.0 79-11/18' 26' 80.0 80.0 55-1/2" 80.0 80.0 79-11/16" 38-3/8" 80.0 80.0 55-1/2' 80.0 80.0 79-11/18" 50-5/8" 80.0 80.0 55-1/2' 80.0 80.0 79-11/16" 63" 80.0 80.0 63" 80.0 80.0 67-1/2" 80.0 80.0 72" 80.0 80.0 76-1/2' 38" 80.0 80.0 81' 80.0 80.0 85-1/2' 80.0 80.0. 90" 80.0 80.0 63" 80.0 80.0 67-1/2" 80.0 80.0 72' 80.0 80.0 76-1/2" 48 80.0 80.0 81' 80.0 80.0. 85-1/2" 80.0 80.0 ' 90" 80.0 - 80.0 63' ' 80.0 80.0 67-1/2' 80.0 80.0 72" 80.0 80.0 76-1/2" 60 80.0 80.0 81" 80.0 80.0 85-1/2" 80.0. 80.0 ' 90" 80.0 80.0 63' 80.0 80.0 67-1/2" 80.0 80.0 72" 80.0 80.0 76-1/2' 65-1/2 80.0 80.0 81" 80.0 80.0 85-1/2' 80.0 80.0 90' 80.0 80.0 * OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH .XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • • •• • • • • • • • • • • • • •• • ••• • •• • DESIGN LOAD CAPACITY - PSF (XOX SIZES) GIBS$ TYP WIV0WDIMS. • A. A1. B B1•& C• %/IDi :HDL•Mj dCT.(t)• 1.(-_ 74b • • 804 • 110.0 • 106-1/4' 2r• • 80.0 • 80% 74' 80.0 80.0 106-1/4' 36-3/8" 80.0 80.0 1 • 74" • , •80.% • • 80.0 156-144" _ •BO.S Il0.0 1• • .74" • • • . • • • • • •804 • 80.0 156-1!4" 69. • • •80.!! / 80.0 1. 84 • • '80.0 • 8.0.0 90" 80.0 - 80.0 96" 60.0 80.0 102" 36 60.0 80.0 108" 80.0 80.0 114" 80.0 80.0 120" 80.0 80.0 84" 80.0 80.0 90' 80.0 80.0 96' 80.0 80.0 102" 48 80.0 . 80.0 ...1081,.., ,_...80.0. ....80.0� 80.E ,,....80.0 114' '•120"'" '"'""-!" 80.0 80.0 80.0 90" 80.0 80.0 ' 96' 80.0 80.0 102' 60 80.0 80.0 108" 80.0 80.0 114' - 80.0 80.0 120" 80.0 80.0 84' 80.0 80.0 90' 80.0 80.0 96" 80.0 .80.0 102". 65-1/2' 80.0 80.0 108" 80.0 80.0 114' 80.0 80.0 119-1/4' 80.0 80.0 * (1/3W) 0/3W) (1/3W) y i r r OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH C'XOX' * (4) ANCHORS AT MTG. STILE ENDS ` `Y FRAME HEAD- OF FLANGE FRAME WINDOWS ONLY FLANGE St .FLUSH FRAME WINDOWS DESIGN LOAD CAPACITY - PSF (XOX SIZES) • .. . GLASS TYPES. WINDOW DIMS. B, Di & C' WIDTH .' HEIGHT • EXT.(+) INT.(-) 74" 80.0 80.0 106-1/4' . 26" • 80.0 80.0 ' 74' 80.0 80.0 106-1/4' 38-3/8" 80.0 80.0 74' 80.0 80.0 106-1/4' 50-5/8" 80.0 80.0 74' 80.0 80.0 106-1/4' 63" 80.0 80.0 84" 80.0 80.0 90" . 80.0 80.0 96' 80.0 80.0 102' 36 80.0 80.0 108' 80.0 80.0 114" 80.0 80.0 120" 80.0 80.0 84' - 80.0 80.0 90" 80.0 80.0 96' 80.0 80.0 102' 48 - 80.0 • - 80.0 108" 80.0 80.0 114" . 80.0 80.0 ' 120" 80.0 80.0 84' 80.0 . 80.0 90" 80.0 80.0 96" 80.0 _ 80.0 102' 60 80.0 80.0 108' 80.0 80.0 114' 80.0 80.0 120" ' 80.0 80.0 84" 80.0 80.0 90" 80.0 80.0 96" 80.0 80.0 102' 65-1/2 80.0 80.0 108' 80.0 80.0 114' 80.0 80.0 119-1/4' 80.0 80.0 * (1/21.0 (1/4W) 0- OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH lllllll lll/))77 'XOX'• lipp PRODUCT REVISED as complying with the Florida Buildslg Code Acceptance No IV -Oil AO Expiration Date j1 BY Miami Dade Ponana Control ��V 0 a 0 3 Z 03 1n N 2 0 x O C FAX. (305) 260-6432 0 a 5 0 REV. PER RER COMMENTS UPDATED TO 2017 FBC a 0 5 0 0 dote: , 05-04-04 drawing no. .W04-36 sheet 4 of 9 1BY OR 2BY WOOD BUCK • • n A " El GE DIST TYPICAL ANCHORS SEE ELEV. SHEET 1 FOR SPACING EDGE, DIST: G a TYPICAL ANCHORS SEE ELEV. SHEET 1 FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. SHEET 1 FOR SPACING METAL STRUCTURE rr I MIAMI—DADE COUNTY APPROVED MULLION & MUWON ANCHORS j SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS — SEE ELEV. SHEET 1 FOR SPACING • • • . • • • . •. • >�•I�� • • • . • TYPIc&• ANCHOF • SEE EIEV. SHEET T FOR SPACING • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • • • TYP CAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING METAL STRUCTURE WEEPHOLES: W1 = 3/16" X 1" WEEP HOLES WITH PLASTIC BAFFLE (2) AT VENT LOCATION AT 5" FROM VENT ENDS (1) AT CENTER OF FIXED LITE W2 = 3/16" X 1" WEEP HOLES (2) AT SCREEN LOCATION AT 2-1/2" FROM SCREEN ENDS W3 = (4) 3/16" X 1" WEEP HOLES AT VENTS AT 2" FROM VENT ENDS AND 19" O.C. MAX. TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING PRODUCT REVISED as complying with the Florida Building Code Acceptance No -0 I e Expiration Date OQ, eS EOta / By (/>5 Miami Dade Product Control 0 3 ZJ o_ 0 V drowing no. W04-36 sheet 5 of 9 TYPICAL ANCHORS SEE ELEV. SHEET 1 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING METAL STRUCTURE ••• • • • ••• • • • •• •• •• • • •• •• • •• • • • •• •• •• •• • • • • •• • • ••• •• •• • • • •• •• • •• •• •• • • • • •• •• • • • • • • • • • • •• • • • •• • • • • • • • • _ • • • • • • ••- • • • • • • • • • • • • • • • • • • • • • • • • • • '• • • • • • •• • • • •• • • • •• • • • • • • • • • •• • • • • • • • • •• TYPICAL ANCHORS SEE ELEV. SHEET 1 FOR SPACING 3/8" MAX. SHIMS WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO ,THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. KWIK—CON II BY 'HILTI' (Fu-13e KSI, Fy-137 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES r. 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU-1BY OR 2BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) 1/4" DIA. TEKS OR SELF—DRIWNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) '14 SMS OR SELF —DRILLING SCRFWS. (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MUWONS (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) (NO SHIMS) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRRICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING rRODUCT REVISED as complying with the Florida Building Code qq ��[[ Acceptance No _`-OLI DT Expiration Data CS e 5 7�1� By Miami Product Control 11 ce to M 0 U HR100 ALUM HORIZ. SLIDING WDW. (L.M.I.) FAX. (305) 260-6432 0 D 0 0 8 5 0 0 UPDATED TO 2017 FOC a • 0 8 0 c 0 drawing no. W04-36 sheet 6 of 9 ) TYPICAL. ANCHORS MAX. SEE ELEV. SHEET 1 FOR SPACING 3/8" SHIM MAX. TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING XOX LAYOUT MLAMI—DADS COUNTY APPROVED MULLIONSEE SEPARATE NOA WINDOW WIDTH TYPICALSEEELEV. ANCHORS FOR SPACING WINDOW WIDTH L----1 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • •• ••• • • • • • • •• • • • • • • • • • • •• $ • •• • • • • • • •• • PRODUCT RRVISED as camplymg with th Fitirida Building Colo I� `/ Acceptance No O7.r 07 Expiration DateyR n4 W q By Wang d7ade Hodidtfiwbal 1/4" MAX. TYPICAL ANCHORS SEE ELEV. SHEET 1 FOR SPACING HR100 ALUM HORIZ. SLIDING WDW. (L.M.I. ] cc 3 FAX. (305) 260-6432 5 8 8 8 8 8 m 0 0 ••• • • • • • • • • • • • • •••• • • • • • • • •• •• • • ••• • • •• ••• • • • • • • • • • •• •• •• • •s •• ••• • • 8 drawing no. WO4-36 sheet 7 of 9 0 FRAME HEAD .686 1.841 2.813 0 062. , � lYP. 2.625 JAMB STILE 1.116 IUJJI_1 .062 750 .222 O GLAZING BEAD • • • •.• • • • ••• • • • •• •• • • • •• •• • • • • •• •• • . • • • • • . • • • • • • • •. , • •. •. • • 000 • • • • • . • • J 2.792 • 8 • + -I- •• •.490 ♦ .062 • • 662 • • • • • • • •• • • • • • • • . • • • • • ••• , • ••• • 29 FLUSH ADAPTER HEAD FRAME SILL .375 062 r;YP. 2.091 2.500 1.153 L 1.750 MEETING RAIL 0 VENT LATCH •• •••, • • •. • . . . . • • • • • • • •d • RR }� ' • 1_ • 1 3.710 0 FLUSH ADAPTER SILL .808 1.125 7._1S.o76� 1L1.153^� O VENT TOP/BOTTOM RAIL 1.794 188 .062 1.435 TYP. 750 1.557 3250 O FIXED MTG. RAIL .660 1a SUDE ANCHOR CUP f�-1.250� tt ANCHOR CHANNEL - ff .500 2.792 .062 2.697 .912 31 FLUSH ADAPTER JAMBS 1.025 I .050 ��II o .832 SNAP COVER 3.087 3.128 .078 2.875 .062 1.000 3.626 O3 FRAME JAMB VENT 1.250 062 TYP. 2.940 2.815 .750 F- 1.750 0 FRAME JAMB FIXED .080 III �I .469 GLAZING INSERT 17 PVC • • • • • • • • • • • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No p¢ Expiration Dam r)L4 6 5 7ul q BY n4imi Dade Froths: Coastal -I ca cra 0 3 0 0 z 2 0 0 2 FAX. (305) 260-6432 ui 0 m v NO CHANCE THIS SHEET Es 8 UPDATED TO 2017 FBC a 8 r. 0 0 drawing no. W04-36 sheet 8 of 9 VENT TOP/BOTTOM CORNERS FIXED MTG. RAIL CORNER FRAME TOP CORNER •• ••• • • • • • •• • • • OOOOOO • FRAME 8O1114M •ORSIER• • • • • • • • •• ••• •• • • • •• PRODUCT REVISED • • • • • • • • • • as complying with the Florida • • • • • • • • • • Building Code • • • • • • • • • • Acceptance No 5. • • • • • • • • • • • Expiration Date • • •• • • • • • • • • • • • • • • By (/!�- Miami Dade Product Control COMP-ANL\W04-36RC HR100 ALUM HORIZ. SLIDING WDW. (L.M.I.) FAX. (305) 260-6432 0 0 NO CHANGE THIS SHEET UPDATED TO 2017 FOC O 9 • • drawing no. W04-36 sheet 9 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1r WINDOW AND DOOR PERMIT FOR: GRANT a ALMA KILLINGWORTH RESIDENCE 59 NE 101 ST. MIAMI SHORES, FL 33138 CAS(C - 1083 ZONING DEPT ( i3! DG DEPT I,. ---ir■ iiI;'II :CT TO COMPLIANCE WITH ALL F DERAL > IA fF AND COUNTY RULES AND REGULATIONS • • • • • • • • •••• • t * • • O r •I • • • 0 • '• •• di .lii`i_ ••• 0,4C • •• 0 ••• �3 a •• SIXSIDES ARCHRECTURE, INC. 046002922 Dame fella, AA AR96126 1108 MA'[ CO ( 13 - HIM D0 G1,*NIOAIYAN6, f1.11151 105.6101133 dpna4wadei¢cvn SIX SIDES architecture (6MOM6R11 1.141175103.M LL0.490110 9R01f11106 n36*M6 1119N9B1116 90116 A10 9L41 /0111.41fir6MAPLIR[f, 1M111GMMOMII MIMI MYMMR TO M• RPYMO60.11.0117.110ID M9 6 ON 01i•MMIER0I M116010M9036L01MMcR W RIOHf M10B1BR N IM1.10 Io / MMAR[0 ONANEPOUL11P6 9FaG106 MR11gR MRDB [OHM! 6 COVER SHEET 17051755GK 05/29R01A A.0 •• • • • • • • • • • • • • • • • •• • • •• • • • • • •• •••• • • •••• • •• • • • • • • • • • • • • • • • • • •• • • • • PROJECT DATA: GENERAL NOTES: NEW WINDOWS AND DOORS FOR: 6R4NTO44IMNJWNGWORTM 59ICE. 101 STREET. NUM SHORTS, FL 33138 PROPERTY ADDRESS fi FOLIO NUMBER: 59 X.E.101 STREET. ;MAW SHORES, FL A1H FOU0 N0: 11.1206.011.150 PROPERTY OWNER: CHA DIES G, XXLIN65WOR1X 59 N.F.101 STREET, MAW SHORES, FL 33131 FULL LEGAL DISCRIFTION: NUM SNORES SEC 106 P1110.70., LOTS 19 ► 20ILK II; LOT SIZE 100A 115; OR 15704.301910921; 0R00104-079000103; 059103101 /1005. LOCATION MAP: JT SCOPE OF WORK: THIS SCOPE OF WORN IS INTENDED TO FRONDE A GENERAL DESCRIPTION OF THE WORN PROPOSED. THE RIOTER ENCOMPASSES EXTERIOR AND IN1ERIW RENOVATIONS MD IS AS FOLLOWS; FASTING %MOWS AND 000AS TO BE REMOVED AND REPLACED FOR NEW WINDOWS AND WAS; SEE MANS APPLICABLE CODES B DESIGN CRITERIA: 111E F0LL0WNG 011APAN0S B SPECIFICATIONS WERE PREPARED USING: FLORIMMJILDNG CODE Mh EDITOR 130143 AND RONDA FIRE PREVENTION CODE 5N EDITION 12014 OCCUPANCY CLASSIFICATION: THE OCCUPANCY CLA3SIFlCATON OF THE SUBJECT PROPERTY IS: PEHDENIIAL GROUP R4 AS PEP, 93630IyLILDING, 310.4 CONSTRUCTION CLASSIFICATION: THE CONSTRUCTION CLASSIFICATION OF THE SNIECT PROPERTY IS: TYPE II•A AS PER, FBC304BULIN6, CHAPTER 6 CLASSIFICATION OF WORN: THE C115SNIATCN 0 WORK PROPOSED IS: ALTERATION. LEVEL 1IADDITION 45 PER, FBC•3014, EASIING BUl3N6, CHAPTER 5 SHEET INDEX: ARCHITECTURAL: AC COVER SHEET A0.0 TITLE SHEET, GENERAL NOTES 0 PROJECT DATA &INFORMATON AI.O FLOOR PUMA SCHEDULES ALI ELEVATIONS I. THE RAM GENERAL CONTRACTOR , CONSTRUCTIOI CGN1A0CT0R, CONTRACTOR SHALL BE UNDERSTOOD TO BETA SALE MD UHE55 SPECIFICALLY NOTED OTHERWISE L THE GENERAL CONTRACTOR SHALL HUFY ALL 9E10 (0IE0TIOH5, MERLONS MID OETALS PRIOR TO C0NSL71KTI0N, AND AS ANTICIPATED OR *ERRED PRIOR TO PRICING OR MO. 3. THE MCHIECT SHALL BE NOINED OF ANY 0SQEIANOES 0R OMISSIONS, WHICH WOAD INTERFERE WITH THE 51115FACTORY DICTION OF BISON 4A070R COOLER% OF THE WOO, PRIORTO THE START OF MONO ALL watt GENERA CONTRACTOR SHALL RENEW MD BE PAM:JAMB WIN THE DRAWINGS B SPE0FN.1110NS AND 'MIN THE CON0006 AT THE PLACE WERE THE WORK 15 TO BE PE3EDRAEDAFFECTING SUCH oruMNGSNO5PE0 CATIONS. T 5. NE GENERAL COIIRLLTOI IS RFSPONSIBIE TO DISTRIBUTE THE APPROPRIATE DOCL1NE05 TO THE SUBCONTRACTORS AND VENDORS IN ORDER To COORDINATE MTH O11f0 TRACES AFFECTING RE (OWLE0ION OF THIR WORII. h. THE GENERAL C001ACT0151WL MONDE NI 'Of REQUIRED 00CWENTS AND CERTIFICATES OF INSPECTOR AND SHILL PERRON ALL THE CONTROLLED INSPECTIONS REQUIRED BY THE LEA MUNICIPALITY MD/DR OPMTMNTOf BULGING OR OTHER MATED AGENCY. 7. THE GENERAL CONTRACTOR RIAL SUBMT IN WAVING ALL PROP05AL5 FOR R.OTONAL WOO TO THE ARCHITECT FOR RENEW AND ANOFIECTI0MNE9 4PPR0YAL N0 W00.0 IS TO PROCEED UNIX A 4OI10.MM110N TO PROCEED, SIGNED BY NNE ARCHITECT 8 OWNER LS RENRNYD TO THE GENERAL CONTRACTOR. & TIE GENERAL C041RACTOR SHALL BE R6POM BLE FOP THE COORANATON OF WORK MO Es0ARIIIBNG SCHEDULES FOR OMMFAS OWN CONTRACTORS. /SHE SHALL AFFORD SUCH CONDUCTORS REASONABLE OPPORTUNITY FOR 11E INIRWUCTION AND STORAGE DE THEE NATEPULS MD EQUIPMENT FORTE DEGU110N DR THEIR WORK. 9. DRAWINGS ARE NOT TO 00 SCALED. ME/61016 HULL GOKN. 10. ALL WORN SHALL CONFORM TO RE DRAWINGS MD SPECN3(AROM AND ALL M4TF3ALS USED IN TIE EIECMON OF TIE WORN SHALL BE NEW MID OF THE LEST QUALM OFRE TYPE SPECIFIED. II. N0 SLBSTRU90115 CF SEVERED MATERIALS SHII BE MIRE WITHOUT THE WRITTEN AUINORIMINNI OF THE ARCHITECT. WE MCHTECT AND OWNER WILL CONSIDER MATERIAL RURGE REQUESTS ON AN !RUMOUR. BASIS. CON RARER SHALL 510WT SAVPLFS AND CUTS FOR WRIITEIN APPROVAL BY T14 ARCHITECT POOR TO THE PROCUREMENT OF ANY SUCH MATERIAL IL SUCTMNNSSHAL NOT DELAY TIE PROGRESS OF THE WOO. NJ OWE ERRED MTICLES, MATERIALS AND EQI•4ENT HWl BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONWIONLD AS ERECTED BY THE WWLFAIIRER, UNLESS OTHERWISE SPET ED ON THE DRAWINGS. 13. All 40004(1B5LTOS HOP CRANKS SHALL BE SLN4T1FD TO TIE ARCHITECT FOR APPROVAL THROUGH THE CENRR4L w4TRu10R PRIOR TO THE WORN 4N6 PERFORMED, AND IN ACCORDANCE WTN THE P 055014E DESCRIBE0IN IRE CONTRACT DOCUMENTS. 54. ALL PLDU[ MEA5 SUCH AS AN ELEVATOR LOOPY, CONDO& TOILET AND SEANCE HALLS SHALL BE PROTECTED FROM DAMAGE EQUIPMENT CF OTHERS AND ADJACENT PROPERTIES SHALL ALSO BE PROTECTED MD B RESTORED E DAMAGED DURING THE COO6E O CONSTRUCTION, TO THE S4n5F4rnON OF THE OWNER. IS GENERA 0 4419 TOR 6 RESPONSIBLE TO 111UAOGHY YACUAI AND CLEAN ALL CARPETED 4AIA5, ROBING, 401501 R4 U64T WIFE, MASS, ETC. HE/SHE SHALL ALSO LNCCNR MD VA:OMI OUT ALL LEUWOCA UNITS ALTER WORN IS COMPUTED AND WANTON CLEAN C00TI00TI0OUGHTE TEN4TTS MYEHN. 16. TIE GENERAL C00RKTOR SHALL BE SOLELY RESPONSIBLE TO MAINTAIN HARMONY AMONG ALL TAMES A0 AV010 ARTY LABOR DISPUTE THAT MAY CAUSE A MAY IN CDIMLE11N611E WOK ANY LABOR DISPUTE, SHALL BE TIE SOLE PESPONSMUTY 0 TE GENERA CONTRACTOR. 7. AL DRAWINGS MID CONSTRUCTOR NOTES ARE CO0IEVENT9RY ANO WHAT 15 CALLED FOR BY ONE, MILL BE AS DIMING AS E CALLED FOR HYPO. S. ILL SRN" DRAWINGS AND CUT 140015, ARE FOR RENEW MD VERIFICATION O ADHERENCE TO THE COSIGN INTENT MEV. THE [DNTwiDR HULL BE RESPONSIBLE FOR ALL 4E4N5, ME11065, ERRORS, AND/OR OMISSIONS ON THOU DWWNGS 9. WERE THE TERM EQUAL 6 USID IN SPECIFICATIONS IT SHALL H UNDERSTOOD THAT TIE RESEPDNCE 6 WOE TO THE RUNG NO AOGWNT OF THE 'FORME NO OWNER FOR RENEW AND APPROVAL. ACTUAL SAMPLES OP THE MIBSTRIMCNS SHALL ALSO BE WRY:TIED TO THE ARM7ECT FOR RENEW AND APPROVAL. 27. TIE CONTRACTOR HALL FLINCH M0 PAY FOR AT THEIR on EXPENSE; THE SEANCES O APPR011OTES1N6 L480AATOR E5 OR AGENCIES REQUIRED FOR TESTS MO INSPECTIONS O All CONSTRUCTION METlW5 OBE(T TO C0MTRCLEDMSPECTDR5. 33. GENERAL CONTACTOR IS RESPONSIBLE 10 PROTECT AS PFQURID ALL TENANT OCCUPIED AREAS MERE FINISH WORK 0R GENERAL CONSTRUCTION IS TO BE PEPF0ME0. GENERAL CI STRUCION TO WSTALL ACEQUATE PROTECTION DR ALL HOMED SURFACES PRIOR TO TH OWNERSA0NN6 DATE, ND4ULL REMOVE SANE E0LON9NG COMPLETION OFTHE WORN. 22. TIE GENERAL CONRACTDR WILL 0 RESPONHDF FOR ALL COSTS INCURRED FOR DAMAGES CAUSED BYHS 5OIONTRAOTa6, SWHNCON1R4CT0R5 OR VENOMS. 23. GENERAL CONTRACTOR SHALL PRONDE ALL NECFSS4RY FASTDERS, SUPPORTS, MOWING, FISHING, PATEHNG AND OTHER MISCELLANEOUS PARTS FOR THE PROPER INSTALLATION OF SUCH REIM MD SHR31 CONSLET WITH OPA4115 VENDORS. 24. THE GENERAL CW1R4Rgl AHD 4NC0NTBACT0 HULL BE ACQIAREO TO ATTEND PROJECT MEETINGS AT RE PROECTSTT WHEN REQUIRED BYTE /ACHIIECT NO OWNER AND PREPARE AND DISTRIBUTE METING M4UTE5 OF SUCH MEETINGS. n. THE GENERAL COPORx10R SHALL ARRANGE FOR, PRONE AND MAINTIN 1EV➢ORIRY HOLMS AND Cd0H05 M REQIRED FOR RE PROPER AND TREY EROSION OF RE WORK. 26. Ilff GENERAL C0F1Rx1oa SHALL TPXE NECESSARY NECALRIONS TO PROPERLY CONTROL CU51 FROM RISING. PROTECT UNALTERED FORDOR%OF TE DIVING BNON6 AFFECTED BY THE OPERATIONS UNDER TIES SECTION BY DUST PROOF PAR111016 AND OREN ADEQUATE MEANS 27. THE GENERAL C00RACTDR SHALL PROVIDE 1GW0R0Y WEATHER PROTECTION FOR PORTIONS W TIE WIND DOT BECOME EXCISED TO WEATHER, AND HALL BE RESPONSIBLE FOR MY DAMAGE [AMID BY NSUTCEN7 PROTECTMN. U. ALL WORK, MATERIALS NO EQUIPMENT UTILIZED IN THE PROJECT SHALL BE INSTALLED IN STRICT ACCORDANCE MTH TH MA1FACNERS RECO:090 10N5 AND SPECIFICATIONS. 29. CONTRACTOR MIST NOWT ARCH0ECT AND OMRER IN WRION6 IMMFOATFLY OF ANY UNCXPECRED OA NW4OYM COU0110, ISOR0MCES IN Of DRAWINGS AND CONTRACT DOCUMENTS, MY ERRORS OR OZHDIN5 [a TFE DRAWEES IN THE FIELD MD THE ISSUE MIST BE PESEYED MICR TO PRO(EEIMG PATH WORN 0R STEP FABRICATIONS. 30. CON7R010R SHALL NOTIFY MC111ECT TO CLAPi1UTI0N PRIOR TO BODING OF ANY USCREPA4UE5 BEIMEDI ARCHITECTURAL, S1PJG11RAL, MECHANICAL, ELECTRICAL, PLANING AND FIRE PR/T FC70N DRAWINGS. 31. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM DIMMER MD M(1f1ECT PRIOR To ANY CHANGES 0R DEMATION FROM CONTRACT DEMENTS. R. CONTRACTOR SHAH BE RESPONSIBLE FOR THE REPMR AD/ORME REPLACEMENT OF MY ITEMS DAMAGED WRING CONSTRUCTION OR CIFAXJN. 55. CONTRACTOR TO SMART HOP DRAWINGS FOR RENEW BEFORE COM0NONM FABRICATION MDIDR NST411A0DR O Al MPU(A&E IT01S FOR CONSTRIK710N. 34. ALL SHOP DRAWINGS DIMENSIONS SI MI BE FIELD VERIFIED, RENEWED MO APPROVED BY TIE CONTRACTOR BEFORE SOCIAL. SHOP DRAWINGS MICH ARE INCOMPLETE OR LACKING SUFFICIENT INFORMATION `MIL BE UNWED WITHOUT RENEW. 35. DISCREPANCIES ;BROUGHT TO THE ARCHITECTS A17DNWIN WRTIN61: 35.A SHOULD A DISCREPANCY OR CONFUCTBEOSCDVEREO THE COIMUCT 0EU0N75, THE MORE STRICT REMIT:DENTS SHALL APPLY. 35.B. TYFCONTRACTOR SHALL HAWAII ITEMS OR DETAILS CLY0FIED WITH THE 4RC111ECT PRIOR TO SLUMPING A BID, OTHERWISE THE ARCHITECTS MTFRPIETA110N SHALL BE FINAL. 35.C. ON -SITE VERIFICATION O ALL [VERSIONS MO CON WIU0 SHILL BEE RESPONSINLITY OF TEE CONTRACIOL 35.D. ANYOSCPEP4NCE5SHALL BE REPORTED TO THE ARCIRECTAT ONCE ERA PROCEEDING. 35.E. DRAWINGS ARE NOT T00E SCALED. WRITTEN DAEMONS 0.5HALL BE FOLLOWED. 36. THE CONTRACTOR SHALL B AWARE THAT SPECIFIC FREAKED SEPARATION MTH TE BUILDING'S CONSTRUCTION IS REQUIRED BY CODE THE USE OF SPECIFIC NA1ERly5 MD CO/HNATONS OF MATERIALS M IMI FIRE RATED ASSEMBLES, C CALLED FOR ON THE DRAWINGS AND SPEOFICAIIONS, ARE FOR THE PURPOSE OF AL4EVIN6 THOSE RI:QLIRED FIRE SEPARATIONS. IT SHALL HEINE CONTACTORS RDPONSIBIIITY TO CRP RATMY OMNGE IN MATERIAL, THAT Is REQDEs1m BY OR MADE BY RE [IXTRACTDR AND/OR HIS SUBCONTRACTORS, FROM THOSE MATERIALS DRAWN OR SPECIFIED, SIAL NOT IN ANY WAY AFFECT OR LESSEN THE REQUIRED FIRE RATED CONSTRUCTION ASSEMBLY. 17. CONTRACTOR TO SLNVT A MINIMUM OF FIVE 151 SETS OF COWIETE SHOP DRAMS 0R SUBMITTALS FOR APPROVAL WORE CCWMENCING FA4CA0ON AND/OR 1NST91A710N OF All APPU(MLF ITEM 0 CONSTR3C11O1. 38. ALL SHOP DRAWING DIMENSIONS SHALL BE FELD VERIFIED MD RENEWED AND APPROVED BY THE CONTRACTOR BEFORE SOCIAL, AND 50 NOTED. 39. CONTRACTOR 1O FURNISH AND INSTALL M1 METAL MD WOW BLOCK* REQU•EIWOR PILL MOUNTED oft *ACED FIXTURES, /AURORA, SHELVES, BATHROOM FUTURE, AfFSSCRIES e0 OTHER DAMS DESCRIBED IN DRAWINGS. 40. CONTRACTOR SNAIL COORDINATE PATH MECHAOCAL AND ELECTRICAL CORNQ0P5 TIE LOCATION OF AL ACCESS PANELS 50 AS TO ALLOW FOP PROPER ECI•PI`Nw(YSeII♦ d, MMNT7NMCE RIND/OR OPERATION O THE BUILDING SYSTEMS. THE MACRO OF 4NY OR ALL ACCESS RAVELS DOES NOT RELIEVE THE CCNIRAL0Ol OF T1E RESPORM614 NifileetING A01NSTAUN0SUCH PANELS OR DOORS PER MORRIS APPROVAL • • • • • • 41. BEFORE INSTALLATION, THE CONTRACTOR SNAIL CWRDPLATE WITH THE ARCHITECT THE EXACT MOUNTING LounON OF Ml SMTCHB, WALL RECEPTACLES, P U Hi op OTHER WALL MOUNTED FIXTURES NOT SPWFED IN TEE DRAWINGS. • • •• •• 42. CONTRACTOR SHALL BE WIMPLE FOR REGULARLY RFMONN6 ALL DEm15 AND (ONSIRUC110N ?WOOLS FROM THE HIE • • • 41. CONTRACTOR NMI ALSO B RESPONSIBLE FOR PROPER PE6L0AR 0 l5450G OF ALL APyS PRIOR TO FINAL MOIDTMCE By THE OWNER INCLU0R BIT N01 LIMED TO WINDOWS, STOREFRONTS, FLOORS, CARPETS, WALLS, DOORS, EQUIPMENT, ETC. • • • • • 44. NV DAMAGE To EXISTING STRUCTURE DURING THE CONSTRUCTION OF 111WLF26WORc Slyµ BE REPAIRED TO EQUIVALENT OR BETTER THAN MORAL CONDITION AT C09AACTPS EXPENSE AND SHALL NOT I ACOST OF TIE WORK. 45, CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS IN COMU4NCE PAIN 0.5.H.A STANDARDS D.n0N6 ALL PHASES Of CONSTRUCTOR. 46. CONTRACTOR SHALL NOTIFY 4RCIMIECT FOR OARIFlCATON PRIOR To *WING, OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND/OR FIRE PROTECTION DRAWINGS. ANY 05CREPAICES DISCUSSED AFTER KONG SHALL BE THE PESPWMDLTIY OF TIE CONTRACTOR AND INTERPRETED BASED ON THE MST EONS* METHODS OR BOSH REQUIRED TO CORRECT THE WCREIANCY. 47. CONTRACTOR SHALL FRONDE SHOP DRAWINGS INCLUX06 BUT NOT LSWED TO TIE Fa10MN6: WINDOW, SLIDING GLASS DOORS, STORE FROND, METAL Lovas, ALUMINUM AND BUSS RNUN65, STIR RAILINGS fi HANDRAILS, CANOPY, SOUGHIS, CROW TRf1L6, METAL STAIRS, ROW PROOF PANELS A0 64Y OTHER PIM AS REINED BY THE ELM04 BOLDING CODE OR ANY 0110 GOVERNMNTAL AGENCY HARING AMSUC1IOM IN TE PROJECT. 48. SHOP DRAWINGS MAY REQUIRE APPROVAL AT TE BALDING DeAITNEN0 MACH 6 TIE RESPONSIBILITY O THE GENERAL CONTRACTOR TO PROCURE. ABBREVIATIONS: 01 AT A.C.T. ACOUSTICAL[BUNG TEE A.F.C. ABOVE FINISHED CEILING A.F.F. ABOVE HOMED FEDOR A.H.U. AR HANDLER UNIT AL., ALUM ALUMINUM BIT. BOTTOM C.B.S.ICMO CONIC. BLOCK SYSTEM. CDL,CLG. CEILING CL CENTERLINE (L0. CLOSET CIA CUM Ca. CEUW4 CRC. CONCRETE CONT. CONTINUOUS CORR CORRIDOR CTR. CENTER D. DEPTH DBL. DOUBLE OUT., D11. DETAIL pA DIAMETER DIM DAIMON DR. DOWN EL. ELEVATOR ELEC. ELECTRICAL EQ. EQUAL EQUIP. EQUIPMENT EXH. EXHN6T EXIST. 055TNG EXP. EXPOSED ENT. EXIENNON F.O. FRE G:ARRANT FE FRE EXTINGUISHER FIN. FINISH F.F. FINISH FLOOR F.F.E. FINISH FLOOR ELEVATOR FL., FIR. FLOOR FT. FOOT FlK FWUPg FT6. FOOTING GA GAUGE GA1V. GALV45A0ED 6.C., 6C. GENERAL CONTRACTOR GPM. GYPSUM G.W.B. GYPSUMWALL BOND HOWE. HARDWARE 11.14. HOLLOW METAL MDR. HORIZONTAL X.P. HIGH PUNT H0. HOUR X.0. HANDRAIL HW. HOT WATER I.D. INSIDE DIAMETER IN. INCH INFO. NFMARON N5UL *SLNATON N T. L. MANU. MALL MECH. LAN. MSC. M0. MT. N.I.C. No. N.T.S. 0.C. 0.D. PERM NAB. PAL. PRIN. PNT. P.S.F. 0. R.C.P. RD. NECP. REF. 0.0. PE(p. Rik SS. S.C. SCR. MAL SPEC. SPALA. M. STD. STL STRLC. TELL IN. T.O. T.O.S. TO.S. U.L. ART. Y.I.F. W. WI W.C. WO. W.P. 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AAM002922 DAM Gana, 0.A 4A9606 III NINE CONCOURSE• SURE 330 MY MAWRISUNDS, 9.33154 305.610.1333 WINAWN16dkdrc.om SIX SIDES architecture 01,1,10RC1111 N1 gons EYRID, THEE AMMG5 u0 4EONA106 M 161*01T(6 ERAE NO 4Nl10YN11EMEWYO1HEla]11M, WEDe OE MECUM WIMREYME PBAIE0WHIM IRI0T.REYAEINW INUSED NNnmHRMNERmmH1 NOEC% OR EGIMO610116PR ER COOT NY AWH10N NMI. MO NH NREINT m/W611oL 1WAD.[I4NI 4ECI V1016 MITUIT WREN OMBR TITLE SHEET, GENERAL NOTES, PROJECT DATA EX INFORMATION 170517556X 05/29/2016 A0.0 • • WINDOW SUEDE: kW Siff TYPE GLASS COLOR FINK DEUR PRESSIAES MS REAM W. H. 111. (+) (-) E) 45 101' - FIXED W/ ARCH CLEAR MR. SEEDY. SEE DEV. •W ROM rm071: 1NI-nu COMA A.O.A. 110-021007 ® 71 j ' 52' - HOERR. ROLLER CLEAR MIL SEE ELEV. SEE ELEV. IBAW � •025y IBMISI IMMIX MAN ROA Et&-$1104 0 114' S4' - HORQONML ROLLER CLEAR MIL SEE DEV. SEE ELEV. 10 IUREYON. SLIERWart CPR' ROA E10-07t101 ® 39' w - CASFYENf CLEW MR SEE ELEV. 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