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WS-11-424Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 157091 Scheduled Inspection Date: October 11, 2011 Inspector: Bruhn, Norman Owner: RIVERA, PETION Job Address: 10639 NE 11 Court Project: Miami Shores, FL 33138 -2122 <NONE> Contractor: QUINTERO GENERAL CONSTRUCTION Permit Number: WS- 3- 11-424 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122320280250 Phone: (786)487 -5738 Building Department Comments REPLACE WINDOWS AND DOORS 12 WINDOWS 2 DOOR 4 SIDELITE Passo Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ("/6c October 07, 2011 For Inspections please call: (305)762 -4949 Page 2 of 22 1 111111 11111 11 1111111111111 11111 11111 1111 1111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. \A/S LEATAX FOLIO NO. \I- 2,232-02%-0250 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Flori l HEREBY �r is provided in this Notice of Commencement. $, ra s,ai °s`P original 1. Legal description of property and street/address: 2. Description of improvement: CFN 2011R05888!53 OR Bk 27812 Ps 24361 (fns RECORDED 09/01/2011 15 :25:39 HARVEY RUV'INr ;CLEF:. OF COURT MIAMI- CDACtE CC:OUNTYr FLORIDA LAST PAGE A D 20 pace above served for use of recording office MT IA 1AT SNo9ES -s-r ATE -013 l 5� .5 a r 6 a $ 0. tit GI -: •$9 taut Di( b tQ 3. Owner(s) name and address: n µ _ `7.0 c? ro, i 0 k 1 O I itik Ci- . Kat ono $14.te •sFL 33 Interest in property: 0 tn3 IN 2. r Name and address of fee simple titleholder: I7efiten 9.1.1.e-ree 10619 A) F Ilrk C1'. 11okm't €Lotes,FL 3313$ 4. Contractor's name, address and phone number Qilir•—tr 0 Gel r c-'n •5 ,S0 NU tt'1 `rte'' Q �;Aiew�n Gel c\.0 315 1 $ 76.6- 14fs -7-5-T;V 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 1).• ON Pi lkfte r•t co I4o � e 1, � g 2 () ex q C 12.5 i 4ter -D( 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by 76 Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following persons) to receive a copy of the Lienor's'Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. /Signature(s) of Owner(s) .o Owner(s)' A Prepared By 'iii P, o ,, to Print Name ?e-ti 0:A .Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE � The foregoing instrument was acknowledged before me this 12 day of EPTFL( e z — B o Q.f v1 K,.- Z +ndividually, or ❑ as orize• e- icer /Director /Partner /Manage 2 > c. Prepared By NYC c4 Print Name ine" -, an M. v erG- Title /Office . 20 /I for Personally known, or9produced the following type of identification: fiort :. PrhAtzs Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)1s Authorized Officer/Director/Partner/Manager who signed above: By By Co-p 1( Ow 4 (11 — Miami Shores Village Building Department 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 O P h MAR 08`21f 21 BY: ..... .41.0.0 Permit No. 1 1 —424 2 4 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): re 710A1 ii I /e (U Phone #: 30.5 76 6 zD B Address: 106 3 `3' tt) e / [ CO/jr f City: M l`a.(4i S6ar State: '- Zip: 3513Y Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 106 39 NE it 0 0 0 (f City: Miami Shores County: Miami Dade Zip: 3 313 g Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: n CONTRACTOR: Company Name: Ji) Address: Ye © A-W l/ c; 7�/. u City: Qualifier Name: Name: 5e/Lci,-l�.6 0 c.Cj/ /N State Certification or Registration #: C �C_ # (SIC? 9o7-- Certificate of Com etency #: 596 4/89- S93g ( c DESIGNER: Architect/Engineer: Phone #: i� Phone #: 0 c/ F4.5-9 .5-9 3/ State: %/ Zip: 33 " 0 ca ^0 � Phone #: Sl��o (t/ P` s 9 3 Contact Phone #: Email Address: Value of Work for this Permit: $ 9 3'00 OO Square/Linear Footage of Work: Z Z 0 - New 6d Repair/Replace/ ❑Demolition W/L IO&) — i 2 WW Z door ;18 ******* ** ** * * * * * * * * * * * * * * * * * * * * * * * ** ** *Fees * * ** VO Submittal Fee $ 5 Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 constriction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this c day ofDLIL 201/ ,b wh • s personally known to e or who has produced As identification and who did take an oath. NOTARY, PUBLIC: Sign: Print: /, ' L My Commission Ex * * * * * * * * * * * * * * ** APPROVED BY Dail MOM IMO *dal Pe* - $t10nulls kV Comm. Vokes Nov a, tirt2 CoonnIsskm • OD Signature Contractor The foregoing instrument was acknowledged before me this q 4h day of MGY"Gh , 20 , by I rrOcC D QJ hielV, who is personally known to me or who has produced R DnceS - 11i copse, as identification and who did take an oath. NOTARY PUBLIC: 1r Plans Examiner Structural Review (Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) Si Print: My Co Zoning Clerk Y_'04:,:041i r CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: —Pr---416111" Ll 1 PERMIT # ur--)at - 9j (vc,11- ADDRESS: 104a... /' (/ CT Si]OrEs "PZ_. 33137" FOLIO NUMBER: 1 / — 2-2-32 —02$ — O z Sb FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: O . EAST OF FL.CCCL:'O COST OF PAST IMPROVEMENTS (12 MONTHS): ti COST OF PROPOSED IMPROVEMENTS: sco (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 12 f OD VALUE OF PRINCIPAL STRUCTURE (attach appraisal): OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: �� Created on June 2009 DATE: Cl3/i0/20I J DATE: S, SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator, Appliances not Built -in Outside- Improvements, Including; Landscaping Sidewalks Patios Fences Yard lights Sheds Gazebos Irrigation Pool Miami -Dade My Home My Home am •a Show Me: Property Information Search By: Select Item z Text only IAProperty Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11 -2232- 028 -0250 Property: 10639 NE 11 CT Mailing PETION RIVERA Address: 3/2 Floors: 10639 NE 11 CT MIAMI Living Units: SHORES FL Adj Sq Footage: 33138- Property Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - $59,110 SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,143 Lot Size: 11,550 SQ FT Year Built: 1962 MIAMI SHORES $257,104 ESTATES PB 47 -58 LOT Legal 9 BLK 2 LOT SIZE Description: 75.000 X 154 COC $257,104 25870 -0176 08 2007 5 $50,000/ OR 27561 -3689 0111 01 Assessment Information: Year: 2010 2009 Land Value: $59,110 $133,167 Building Value: $136,348 $173,937 Market Value: $195,458 $307,104 Assessed Value: $195,458 $307104 Exemption Information: Year: 2010 2009 Homestead: $25,000 $25,000 nd Homestead: YES YES Taxable Value Information: Year: 2010 2009 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $145,458 $257,104 County: $50,000/ $50,000/ $145,458 $257,104 City: $50,000/ $50,000/ $145,458 $257,104 School Board: $25,000/ $25,000/ $170,458 $282,104 Sale nformation: Sale Date: 1/2011 Page 1 of 2 ACTIVE TOOL: SELECT Aerial Photography - 2009 0 My Home 1 Property Information 1 Property Taxes I My Neighborhood' Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer AttV 115 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site ® 2002 Miami -Dade County. All rights reserved. Legend • Property ▪ Boundary Selected ed Property Street ,n/ Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/3/2011 PERMIT #: 1, /9 d c0 Gc 4 ccret ❑ Contractor ❑ Owner ❑ Architect Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT DATE: 3 i (e, t( Picked up 2 sets of plans and (other) Address: I cL 3 l d From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dep '' ent to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: -c-c.:9-1/ PERMIT CLERK INITIAL: ■96 5) Re rl� Permit No: 11-424 Job Name: March 14, 2011 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Provide wind Toad design criterion. 2) Product approvals submitted are bad copies that are cut off or not printed. Provide good copies. 3) Mark product approvals to show which components will be used for each opening. 4) Design wind loads shown vary for the same size and zone, why ?Provide complete wind load calculations. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES onnstoN OF WORKERS' COMPENSATION * * CHITWICATE OF EIZTRMI TO BE SCRIPT FROM FURIMA CONSTRUCTION IleiLISTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers Compensation law. EFFECTIVE DATE 05=2010 PERSOlt ammo PER* 261589856 BUSINESS NAIWIE AM) ADDRESS: (NUMMI) IDEPiERAL comoncron (=IP 8801 PAT 112 TERR HIALEAH GARDENS FL 33018 SCOPES OF BUSINESS OR TRADE 1- 1:ERTIFIED IMERAL CIDITRACTOR ITOPORTANT: Pennant 81 Chapter 440 . 0014), F.L. an officer Of a comma= who arta oxeltProto haul Ws 1:112p let by haat a aATTlitato.. al -OtecTion sider this sectien may not teams benefits or compensation ninier Ms dossier. Portman to Dopier 440.115114 F.S. Gnus or dettatol RI: 1tafttegtPt apply only Ideal the scope ot the bashessis or note listed en the entice of election to he exempt. Pommel to Unmet 440.01013f. F.S. MMus oi ol88ielt:41-111 exPoPI eed coddicates id elation to be exempt sthdi he subject to revocation if, el any time oiler Me filing et the entice ar the issuance of the settlikettp,.*Patuon named ea 0e wake at cedfilade na toner new the foloftelneols of this section far issitiarce d a maims. The deoattteest shell taxelte e conificate et'aMy: litan'.thr Mom at the poison maned on the tettiffeate to 8800 0* regaisaMaats at MIS MUM IINC-252 CERTIFICATE 10 aECTION TO BE awn REVISED 09-06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IDEFARTMENT OF FRIANCIAL MOWER CM0oR0F WIZOKERS` COMPENSATOR CIDISTRICTIM IPRAISTRY CWWWIDATE_OF ELECIUM EW EXEMPT FROM FLORIDA 1/WIRRELW` owwww/mDH LAW EFFECTIVE 05/13/2010 EXPIRATION DATE: PERM% EXERNARDB =NMI) FERE 2131559855 BUSINESS MANE AM ADDFU.S: COMER° GENERAL cOmillACT00 CORP 8801 NW 11Z TM inAlEnd GARDEtts FL 3=18 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED 6698141. CONTRACTOR 05/12/2012 F IMPORTANT .. O Pursuant m Chapter 44(141.-4fficer. of a- carpeted= who elects exemption front this chapter-Wfirtmka;astifie of election I- and this sactbm may not rectiveiltta tir compensation wider ihis D chapter_ Pursuant to Milner 440.1Zi12L Et; it:di-fien of el8000m to be examt- apply only within _the scope of the business or trade listed on c the notice of election in:be exempt. E Pursuant to Clamter: 4411504, ES., Nation of election to be mama aid certificates of -election to be exam* shaft be subject te revocation if, at any time after The firing of tlut notice or the bums of the certificate, the person named on the mace or certificate no longer meets the restureinents of this seed= for issuance of a certificate. The departnatm shall revoke a certificate at any time for failure of the person named an the certificab3 to meet the requirements of ilds Malta MIESTIMS? MN 413-1069 CUT tERE * Carry bottom portion on the Job, keep upper portion for your records,. 13WC-25Z CEITIVICATE of Emmy TO BE ESAU% REVISED 99-06 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 UINTLRO, BERNARDO Vgarial O GENERAL CONTRACTOR CORP EIALE 112TH TERRACE 33018 Cmigratu&aionsl With this license you beconm one of the nearly one million Fitt licensed by the Deparknent of Business and Prole:5E4*one% Regulation. Our professionals and businesses range from =Weds to yacht brokers, from boxers to barbeque restaurants, and they keep Firvides economy strong. Ever day we watt, knprove the way we do biminess in order to serve you For informafmn about our services, please log onto v There you car find more l about our division and the regulations that impact you, substrate to department and leave more about the Deparlmenrs Wives. Our mission at the Deparb»ernt is: License Efltimitly, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. s. Thank you for doing tuskless In Floes, and congratulations on your new license DETACH HERE _. BATCH NUN,B -R • rr QUINTERO GENERAL CONTRACTOR CORP BERNARDO QUINTERO PRES 8801 NW 112 TERR HIALEAH GARDENS FL 33018 III 10EHTIFICATE OF LIABILITY INSURANCE "v V �` "oa/os/11 ) • ACORl7 PRODUCER Florida Bankers Insurance 7278 SW 8 Street Miami, FL 33144 Phone (305)266 -6493 Fax (305)262 -0679 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED QUINTERO GENERAL CONTRACTOR CORP. 8801 NW 112 Ter HIALEAH GARDENS, FL 33018- INSURER A: AMERICAN VEHICLE INSURANCE CO INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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 MAYBE ISSUED OR MAYPERTAIN. THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAYHAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR INSRD 9YStiD TYPE OF INSURANCE POLICY NUMBER D (MOONY) POLICY EXPIRATION DATE (MNUDD1YYj LUSTS A 1 GENERAL ;7 II • • GENLAGGREGATELIMIT .S COMMERCIAL II LWBBJTY GENERAL LIABILITY CLAIMS MADE 0 OCCUR GL- 0504006455 -00 12/15/10 12/15/11 EACH OCCURRENCE 1,000,000.00 PREEMSES (EaEocc�aence) 100,00000 MED IXP (Anyone person) 5,000.00 PERSONAL & ADV INJURY 1,000,000.00 GENERAL AGGREGATE 2,000,000.00 PRODUCTS - COMP/OP AGG 2,000,000.00 APPLIESPER POLICY ❑ PROJECT • LOC NI AUTOMOBILE II 1 ❑ 11 • • Fl LUIBIUTY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) (P ILL sloN) INJURY BODILY INJURY (Per accident) PROP ERTYDAMAGE (Per accident) • GARAGE LIABILITY • 'AUTO • AUTO ONLY- EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EXCESS/UMBRELLA LIABILITY • OCCUR 1 CLAIMS MADE 1 DEDUCTIBLE 1 RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS'UABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER I MEMBER EXCLUDED? If yes, desalts under SPECIAL PROVISIONS below ❑ WC STATU- 1OTH- TORY LIMITS ER E.L. EACH ACCIDENT E.L. DISEASE -EA EMPLOYEE E.L. DISEASE - POUCYLIMI T OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHCLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES 10050 NE 2 AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001108) QF ACORD CORPORATION 1988 BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R.C. Aluminum Industries, Inc. 2805 NW 75th Avenue Miami, FL 33122 SCOPE: This NOA is being issued under the applicabler materials. The documentation submitted has b Division and accepted by the Board of Rules other areas where allowed by the Authority Ha This NOA shall not be valid after the exp �, h 4V E c��{� Control Division (In Miami Dade Coun ; �` � J ran F4° County) an � or the (m areas o er lam MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinacode Miami Shores Village APPROVED rules and re :III Mt tit la BY ons governing th lams -D. a Cou DATE use of constructs in Product Contro Co uct erve material the AHJ 1 tai the right to have this product or material test!': ` °° hR ' Ti�� a1 i 1 1ubt o fails to perform in the accepted manner, the manufacturer will incur the expense o suc" � n may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "HR100" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -36, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 05/04/04 with revision "D" dated 07/08/10, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city- ity, state 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 # 09 -0303.04 and consists of this page 1, Evidence pages E -1, E -2, E -3, and Green Sustainable Attributes page G -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. an NOA No. 10- 0426.10 Expiration Date: August 05, 2014 Approval Date: August 04, 2010 Page 1 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -36, Sheets 1 through 6 of 6, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.) ", dated 05/04/04 with revision D dated 07/08/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmed, 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) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 along with marked -up drawings and installation diagram of an outswing aluminum Casement 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. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1881, dated 03/19/04, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under. previous NOA #06-1130.02) 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 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum sliding window, 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 previous NOA #06- 1130.02) 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 sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -03 -1880, dated 12/12/03, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #06- 1130.02) 5. Tensile Test prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 04 -T119, dated 04/23/04, tested per ASTM -E 8 -01e1, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #06- 1130.02) E -1 an P.E. Product Co trol E miner NOA i 26.10 Expiration Date: August 05, 2014 Approval Date: August 04, 2010 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 02/09/10, signed and sealed by Javad Ahmad, P E Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass() Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated March 09, 2010, signed and sealed by Javad Ahmad, P.E. 2. Proposal # 08 -1635 issued by BCCO to R.C. Aluminum Industries, Inc., dated 11/24/08, signed by Renzo Narciso, Engineer 1, Product Control Division. G. OTHER 1. Notice of Acceptance No. 09- 0303.04, issued to R.C. Aluminum Industries, Inc. for their Series "HR100" Aluminum Horizontal Sliding Window — L.M.I., approved on 06/17/09 and expiring on 08/05/14. 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 RC Aluminum's "HR100" Horizontal Slider, along with attached drawings and bill of materials included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL - 110 - 12455.01, pages 1 through 7 of 7, dated 11/16/09, signed by Richard A. McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator -In- Responsible- Charge. E -2 Manuel Pere Product Control Ex NOA No. 1 Expiration Date: August 05, 2014 Approval Date: August 04, 2010 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NFRC 102 -2004 Thermal Performance Test Report on: 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 "HR100" Type XO Horizontal Sliding Aluminum 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. NCI L- 110 - 12456 -1, pages 1 through 4 of 4, dated 11/20/09, 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: Horizontal Roller Window, HR100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA) dated March 22, 2010, certifying that the extruded aluminum products contained 30% recycled scrap material, signed by Henry Kronfle, Vice - President. Manue Per Product Control E NOA No. 1 i 1 - .. 0 Expiration Date: August 05, 2014 Approval Date: August 04, 2010 E -3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 NW 75th Ave Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites - L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Load bearing shim required. 2. Max' /a" shim allowed for installation in steel substrate. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews NOA No. 08- 0613.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI —DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 331304563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov /buildingcode NOA No. 09- 0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 Page 1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. VI'L -5390 dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08 -0613.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s). F1'L -4154, dated March 24, 2004, FTL -4155, dated March 30, 2004 and FTL -4166, dated March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04 -0608.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004/ 2007, prepared by Al- Farooq Corporation, dated May 29, 2008 and last revised on July 14, 2008, signed and sealed by Dr. Humayoun Farooq, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon,�'. E. Chief, Product Control Division NOA No. 09- 0630.07 • Expiration Date: August 19, 2014 Approval Date: August 05, 2009 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 2. Statement letter of no financial interest, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 3. Statement letter of changes, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 4. Laboratory compliance letter for Test Report No. VIL -5390, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0613.07) 5. Laboratory compliance letter for Test Report No.'s FTL -4154, FTL- 4155 and FTL- 4166, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, March 30, 2004 and March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04 -0608.03) G. OTHERS 1. Notice of Acceptance No. 08- 0613.07, issued to R. C. Aluminum Industries, Inc. for their Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites - L.M.I. ", approved on 09/04/08 and expiring on 08/19/09. Jaime D. Gascon, ' . E. Chief, Product Control Division NOA No. 09- 0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 E -2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} R. C. Aluminum Industries, Inc. 2805 N.W. 75 Avenue Miami, FL 33122 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130-4563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.Gov/buiklinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "CM075" Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10 -44, titled "Series CM075 Aluminum Casement Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 07/06/10 with revision "A" dated 11/05/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division. 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 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 consists of this page 1, evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P. E. NOA No. 10-0811.13 Expiration Date: December 23,2015 Approval Date: December 23, 2010 Page 1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No W10 -44, titled "Series CM075 Aluminum Casement Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 07/06/10 with revision "A" dated 11/05/10, prepared by AI— 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 casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6190, dated 05/11/2010, signed and sealed, by Jorge A. Causo, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC 2007, prepared by AI— Farooq Corporation, dated 06/30/10, signed, sealed and dated 11/18/10 by Javad Ahmad, P. E. Complies with ASTM E1300 -98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). E. MATERIAL CERI WiCATIONS 1. Notice of Acceptance No. 10- 0413.04issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry G1ass +? Interlayer" dated 05/26/2010, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated April 30, 2010, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL -6190, issued by Fenestration Testing Laboratory, Inc., dated May 11, 2010, signed and sealed by Jorge A. Causo, P. E. E. OTHERS 1. None. E -1 Jaime D. Gascon, P. g. Chief, Product Control Division NOA No. 10- 0811.13 Expiration Date: December 23, 2015 Approval Date: December 23, 2010 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R.C. Aluminum Industries, Inc. 2805 NW 75th Avenue Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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.L APPROVAL DOCUMENT: Drawing No. W04 -44, titled "FX100 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 05/29/04 with revision "F" dated 12/09/09, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 09- 0225.08 and consists of this page 1, Evidence pages E -1, E -2, E -3, and Green Sustainable Attributes page G -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildinEcode NOA No. 10-0426.07 Expiration Date: August 19, 2014 Approval Date: August 04, 2010 Page 1 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -44, Sheets 1 through 5 of 5, titled "FX100 Aluminum Fixed Window (L.M.I.), dated 05/29/04 with revision F dated 12/09/09, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmed, 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) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-6043, dated 10/22/09, signed and sealed by Julio E. Gonzalez, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F 1'L -5866, dated 10/09/09, signed and sealed by Michael R. Wenzel, 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) 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 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM-4295, dated 10/08/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 0815.01) 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 fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4294, dated 10/08/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 0815.01) an uel °r P.E. Product Contro xa 1 finer NOA No. 10-0426.07 Expiration Date: August 19, 2014 Approval Date: August 04, 2010 E -1 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4290, dated 08/16/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 0815.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 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 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4293, dated 10/08/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 0815.01) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Fit-4296, dated 10/08/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 0815.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 02/01/10, signed and sealed by Javad Ahmad, P.E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to.E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. Manuel Per ' '.E. Product Control E er NOA No.1 i 1 ' .07 Expiration Date: August 19, 2014 Approval Date: August 04, 2010 E -2 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI I ED F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated July 9, 2010, signed and sealed by Javad Ahmad, P.E. 2. Proposal # 08 -1635 issued by BCCO to R.C. Aluminum Industries, Inc., dated 11/24/08, signed by Renzo Narciso, Engineer 1, Product Control Division. G. OTHER 1. Notice of Acceptance No. 09- 0225.08, issued to R.C. Aluminum Industries, Inc. for their Series "FX100" Aluminum Fixed Window — L.M.I., approved on 05/27/09 and expiring on 08/19/14. 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 RC Aluminum Series "FX100" Fixed aluminum 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 - 12451.01, pages 1 through 7 of 7, dated 11/13/09, signed by Richard A. McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator -In- Responsible- Charge. 3. NFRC 102 -2004 Thermal Performance Test Report on: 1) NFRC 102- 2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series "FX100" fixed lite aluminum 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 - 12352 -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: Fixed Window, FX100 Raw Material: Aluminum Including letter from Fundiciones Industriales S.A. (FISA) dated March 22, 2010, certifying that the extruded aluminum products contained 30% recycled scrap material, signed by Henry Kronfle, Vice - President. Manuel P P.E. Product Control .,: miner NOA No. 10-0426.07 Expiration Date: August 19, 2014 Approval Date: August 04, 2010 E -3 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI T I'ED 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 Division. 'e'F 4'.L6�v�'�'i �ax..�$ 5-£=S''x _rsY a i-�[ 3µta� ns' *�•_^.12e .t?s � i__c.3� w3�J�Lrl b � �iu�`x' . L ^-�i ',�'a�e % Bio -based - � x :.�Y.' _x- :„pz_. �,. m:.. % Renewable Material Component Name % Recycled % Recycled Content at at Disposal Material CLR Clear Glass Manuf. Bronze Tint Glass GRN 1. Window Aluminum 30% 100% N/A N/A 5/32 CLR 240#2 -SS -D ARG_BRZ- 1/8_090 PVB_1 /8 5/32 CLR 240#2 -SS -D ARG BRZ -1/8 090 PVB 1/8 5/32 CLR 240#2 -SS -D ARG CLR -1/8 090 PVB 1/8 5/32 CLR 240#2 -SS -D ARG GRN -1/8 090 PVB 1/8 5/32 CLR 240#2 -SS -D ARG GRY -1/8 090 PVB 1/8 Leeend Abreviation: Descri i tion: SS -D Desiccant- Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @a #2 Surface Typical ARG 90% Argon PVB .090" Poly Vinyl Butyral (PVB) interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass Component Name C -Value 1. Whole Window .95 G -1 Manuel Per Product Control E NOA No. 10 Expiration Date: August 19, 2014 Approval Date: August 04, 2010 5" MAX. HEAD CORNERS 78 1/2" MAX. 14 1/2" MAX. SILL CORNERS // 35" D.L. OPG. WINDOW WIDTH 7" 13" MAX. AT HEAD ! 1 1 I JI 11 1/2" MAX. AT SILL 34 3/4" D.L. OPG. 39 7/6" VENT WIDTH HR100 ALUM HORIZ. SLIDING. WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. 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 MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS ,INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE MUNTINS MAY BE USED N 5" MAX. HEAD CORNERS 14 1/2" MAX. 119 3/8" MAX. WINDOW WIDTH 7" 13" MAX r 1 1 r,� I} 11 1 AT HEAD 1 fl 1 1 1 I 1 — -4- i, ,1 1; ;I II 11 II — .� - 0 11 II // / •/ �% 1 t ; i1 // 1 I // I I 11 • '/ ;I - _ - - tl- -it - I 1 11 11 I; ;1 I, 11 - - --'F *=-- I i ,I II 1, ;I = = == ==== g, '/ II ====E:-.._-==.= 1I II II 11 -- II- - -- II 11 II t 1 1 I I 1 ► 1 I I I I SILL CORNERS TYPICAL ELEVATION J 26 1/8" D.1. OPG. 31 1/4" VENT WIDTH 1 11 1/2" MAX. AT SILL 53 1/8" D.L. OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 26 1/8" D.L. OPG. 31 1/4" VENT WIDTH Engr: CIVIL AMMO FLA. PE U70592 CA .N. 3538 �JU 0 9 2010 FALSE MUNTINS MAY BE USED DUCT REViatigD se esaap.leng wa eskargCtree Ws Oat Nhily at 0 w M 0 8 W .. oe Q 1 o�,1 O •< o 0 4 me re j61a ALUM HORIZ. SLIDING O FAX. (305) 592 -2184 I1I C 0 a 0 V 0 A a 7 so G7 L Let 1 v °z 8 o. is 0 m U 0 0 ) drawing no. W04 -36 sheet 1 of 6 J 1/8" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 in . ° noiLi tY ti W 0 1- GLASS TYPE 'A' 1/8" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY DUPONT '' 1/8" HEAT STREN'D GLASS SIUCONE DOW CORNING 795 0 IJ GLASS TYPE 'Er 1/8" OR 5/32" HEAT STREW() GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' of 1/8" HEAT STREN'D GLASS SIUCONE DOW CORNING 795 Ir 0 E2 tZujuj GLASS TYPE 'Al 1/8" OR 5/32" HEAT STREN'D GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 W GLASS TYPE 'B1' GLAZING OPTIONS 5/32" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 RS100 -001A 1 FRAME HEAD 6063 -T6 - 2 RS100 -002 1 FRAME SILL 6063 -T6 - 3 RS100 -007A 1 FRAME JAMB VENT 6063 -T6 - 4 RS100 -008 1 FRAME JAMB FIXED 6063 -T6 - 5 RS100 -004 1/ VENT FIXED RAIL 6063 -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 500Y -007 AS READ. GLAZING BEAD 6063 -T6 - 10 RS100 -005 1 SUDE ANCHOR CUP 6063 -T6 1" LONG 11 - 1 ANCHOR CHANNEL 6063 -T6 - 12 - - - - - 13 W33231NK 4 WEATHER STRIPPING PILE (VENT) - - 14 W33231NK 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 PVC - 18 V -055 1 VINYL LAM. INSUL GLASS PVC - 19 P -023 2 HANDICAP FINGER LOCK RIGID VINYL. 6" FROM EACH END 20 - - - - - 21 RSi00 -MI 2 KNURLE AXLE PIN ST. /ST. - 22 P -016 2 WHEEL RETAINER HOUSING - - 23 P -024 2 WHEEL BRASS - 24 - - - - - 25 010 x 1" AS REQD. FRAME ASSY. SCREWS ST. STEEL PH P.H. 26 110 X 3/4" AS REQD. VENT ASSY. SCREWS ST. STEEL MS 27 110 X 1-1/2" 2 SUDE CUP FASTENERS ST. /ST. PH. P.H. 28 012 X 3/4" 1 SLIDE CUP FASTENER ST. /ST. FH S.Y.S. 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 a: 0 Ec- 0 H W GLASS TYPE 'C' NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al & 'B1' MUST BE TEMPERED. Engr: JAVAD AHMAD CIVIL FLA. PE 1 70592 C.A.N. 3538 JUL 0 9 2010 Z IT 2 01 Q 2 N O O O L CC Iry C >tI t w gi g paQgA 0 4 to' Ei COMP- ANL \W04 -36R ALUM HORIZ. SLIDING 0 0 Or FAX. (305) 592 -2184 c 0 c 0 a •0 03 a z a Wz NO CHANGE THIS SHEET a 0 0 uc 0 0 0 0 0 v c a I U p . i a • u J drawing no. W04 -36 (sheet 2 of 6 DESIGN LOAD CAPACITY - PSF (x0 OR OX SIZES) WINDOW DIMS. GLASS TYPES A, Al, B. 131 & C WIDTH HEIGHT EXT.( +) INT.( -) 26 -1/2" 26" 80.0 80.0 37" 26" 80.0 80.0 53-1/8" 38 -3/8" 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" 83" 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" 36" 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" 48" 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" 60" 80.0 80.0 48" 48" 80.0 80.0 60" 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' 60" 80.0 80.0 80" 80.0 80.0 72" 80.0 80.0 78 -1/2" 80.0 80.0 24" 80.0 36' 80.0 48" 65 -1/2" 80.0 60" 80.0 72" 80.0 78-1/2" 80.0 (1 /'2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH `XO OR OX' DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) WINDOW DIMS. GLASS TYPES 8, 81 & C WIDTH HEIGHT EXT.( +) INT.( -) 55 -1/2" 26" 80.0 80.0 79- 11/16" 28" 80.0 80.0 55 -1/2" 38 -3/8" 80.0 80.0 79- 11/16" 80.0 80.0 55 -1/2" 50 -5/8" 80.0 80.0 79- 11/16" 80.0 80.0 55 -1/2" 83" 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" 36" 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.o 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 (2/3w) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. GLASS TYPES A. Al. B. 131 & C WIDTH HEIGHT EXT.( +) INT.( -) 74" 80.0 80.0 106-1/4" 28" 80.0 80.0 74" 38 -3/8" 80.0 80.0 106-1/4" 80.0 80.0 74" 50 -5/6" 80.0 80.0 106 -1/4" 80.0 80.0 74" 83" 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 46" 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 80.0 103" 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) (1/3W) dam OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 - DEC -219 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. GLASS TYPES B. 131 & C WIDTH HEIGHT EXT.( +) INT.( -) 74" 80.0 80.0 106 -1/4" 26' 80.0 80.0 74" 38 -3/8" 80.0 80.0 106 -1/4" 80.0 80.0 74" 50 -5/8" 80.0 80.0 106 -1/4" 80.0 80.0 74" 83" 80.0 80.0 106-1/4" 80.0 80.0 84" 80.0 80.0 90" 80.0 80.0 96" 80.0 102" 36° 80.0 108" 80.0 114" 80.0 120" 80.0 84" 80.0 90" 80.0 96" 80.0 102" 48" 80.0 108" 80.0 114" 80.0 120" 80.0 84" 80.0 90" 80.0 96' 80.0 102" 60' 80.0 108" 80.0 114" 80.0 120" 80.0 84" 80.0 90" 80.0 96" 80.0 102" 65 -1/2" 80.0 108" 80.0 114" 80.0 119-1/4" 80.0 (1 /2W) ii OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' Engr. JAVAD AHMAD CIVIL FLA. PE / 70592 C.A.N. 3536 JUL 09 2010 I filkIC T alfi.•V1140 as eassewiag Seidtal C.* 1I, Aet.a.> is ' LL hate U c O ce FAX. (305) 592 -2184 0 ( 2 0• � d g CC o f °'°W�g 0 doa ° 4i1r fn_ .6-0)2 46110 C c 0 0 c ,o a 0 0 8 uJ a 0 a O 0 0 0 v o a 0 .". drawing no. W04 -36 sheet 3 10 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 6 4 A a TYPICAL ANCHORS SEE ELEV. FOR SPACING !n!*= MIN TYPICAL ANCHORS SEE ELEV. FOR SPACING f METAL STRUCTURE 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANT: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE. WEEPHOLES: W i = 1/4" X 1" WEEP HOLES AT 5" FROM EACH END AND AT MIDSPAN. • r) N TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS — SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY RC ALUMINUM 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 11 BY 'HILT!' (Fu =163 KSI, Fy =157 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONC. OR MASONRY 114 SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KS MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -3/4" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS Cc - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. Engr:JAVAD AHMAD FLA. PE / 70592 CAN. 3538 JUL. ©9 2010 PatalhICE : -:..V As e c r w Vas EU ANL \W04 -36R 0. 0 C —J u 0 Ni z 0 00 FAX. (305) 592 -2184 TEL. (305) 592 -1 515 c ) in c 0 .y .5 c 0 a .t 4) m 2 8 2 6 X is 0 ri 8 0 0 0 t pd m v 1 i ) drawing no. W04 -36 sheet 4 of 6 J (sheet 5 of 6 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L. OPG. VENT WIDTH ■•••• VENT WIDTH WINDOW WIDTH OX LAYOUT CD 8 D.L. OPG. D.L. OPG. 1/4- MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREEN OPTIONAL— — — — EXTERIOR VENT WIDTH D.L. OPG. Fmk r 2:' WOOD BU DOD STRUCTURE - -- SCREEN OPTIO D.L. OPG. WINDOW WIDTH EXTERIOR XOX LAYOUT MIAMI —OADE COUNTY APPROVED MULLION SEE SEPARATE NOA 1/4- MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH Engr: JAVAD AHMAD CIVIL FLA. PE { 70592 C.A.N. 3538 JUL i)9 2010 v K.:JDLIC ,' RE:VMED te-4: 113 Coe.. 0 a. 0 0 t cgs N in 0 O m a UPDATED FOR 2004 FBC 0 m to pCV 0 t0 0 0 0 0 C 0 0 3 CD eti E n drawing no. W04 -36 FRAME HEAD F.-- 2.625 -d 08 JAMB STILE O GLAZING BEAD .750 1.435 2.750 3.750 1 2.688 .062 TYP. E8t8 2.875 FRAME SILL bO MEETING RAIL .966 .062 .471 .647 L 8 VENT LATCH 1.125 7.50 L-1.153-.1 I O VENT TOP /BOTTOM RAIL 3.250 O FIXED MTG. RAIL .660 r- 1.Oti 670 1.660 —�I 0 SLIDE ANCHOR CUP .125 F-1-1.250-1 11 ANCHOR CHANNEL 03 FRAME JAMB VENT 0 FRAME JAMB FIXED .3041 r- __ .080- .469 L .958 J T GLAZING INSERT 7 PVC VENT TOP /BOTTOM CORNERS FIXED MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER Engr: JAVAD AHMAD CIVIL FLA. PE 1 70592 C.A.N. 538 JUL 0 9 2010 PROIAJCT CdrtiagElli its cotstratitin w6!?x QE+s Mai 1 :' Ce lito eats Z o E N cc 0 vi OJ •• 0. O t C co 0 A.4C g o i 4 N , to _0 < e R c ALUM HORIZ. SLIDING WOW. (L.M.I 0 S FAX. (305) 592 -2184 N N A W C 0 C 0 a d u S N P. 1 0 v a O h ai o Q c a a 9 m D 107.08.10 drawing no. W04-36 (sheet 6 of 6 4 1/2" MAX. HEAD /SILL CORNERS 39 3/8" MAX. FRAME WIDTH r- I I I II / - - I, SURFACE APPLIED FALSE MUNTINS MAY BE USED SERIES RD45 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE ABOVE. SINGLE (0 /X) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ACTIVE 25 3/4" D.L. OPG. 35 3/4" MAX. LEAF WIDTH (X) nco in co N a 03 W 4 1/2" MAX. HEAD /SILL CORNERS 75 3/8" MAX. FRAME WIDTH 2 1/2" 2 1/2" 2 1/2" FRAME HEIGHT I / SURFACE APPUED FALSE MUNTINS MAY BE USED MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 80.0 PSF AS ALLOWED BY FBC tl II \ II \ II INACTIVE 25 11/16" D.L. OPG. i // // / / \ / ACTIVE lc 2 to 72" MAX. DOOR OPNG. WIDTH 25 11/16" D.L. OPG. (XX) THESE DOORS ARE RATED FOR LARGE de SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 Engr: AI?SHAD VIQAR CIVIL Flit. P£ / 38683 CAN. 3538 MAY 0 6 2009 Aas ptc y wmplcT yin g R� Ew NE ith CtWhi(ED Fi� r d a Bu g Code B�! �. Miami • . Product Catuol r;..��n Z P 0 I I: N O J cc tel M Da. <QS oy°°Ei a ,TAE SERIES RD45 in c 0 y FAX. (305) 592 -2184 0 n o 01 z U a O z REV. PER BCCO COMMENTS 0 g O O 5 O 5 0 0 0 U 0 0 i 5 I drawing no. W04 -37 sheet 1 of 10 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS WIDTH -W1 INCHES WIDTH -W2 INCHES DOOR HEIGHT -A INCHES GLASS TYPE 'A' GLASS TYPE '8' EXT.(+) /INT.( -) EXT.( +) /INT.( -) 24 80.0 80.0 63 -3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 80.0 80.0 24 81 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63 -3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 80.0 80.0 24 85 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63 -3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 80.0 80.0 91 -5/8 24 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 43 -5/8 80.0 80.0 97 -5/8 24 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 W1 FRAME WIDTH 2 0 39 3/8" MAX. FRAME WIDTH 33 3/8* D.L. OPG. 12" MAX. _ HEAD /SILL �F) SURFACE APPLIED FALSE MUNTINS MAY BE USED WI (SINGLE DOOR FRAME WIDTH) iI II i1 II / II 11 / II H�- 4' MAX. HEAD /SILL CORNERS 1 ACTIVE \ B 25 3/4" D.L. OPG. 35 3/4" MAX. LEAF WIDTH (O /X) W1 + 1 -S/8" 2 1 75 3/8" MAX. FRAME WIDTH 69 3/8" O.L. OPG. 12" MAX. HEAD /SILL SURFACE APPLIED FALSE MUNTINS MAY BE USED II 11 II 11 TI II II II II ;re II II II Tr I 1 II II I I 11 / 11 11 / It - I/ I I AI \ INACTIVE 25 11/16" D.L. OPG. \ / ACTIVE 4° MAX HEAD /SILL CORNERS N 72" MAX. DOOR OPNG. WIDTH 25 11/16" D.L. OPG. (O /XX) Engr: ARSHAD VIQAR CIVIL fa >. PE 1 38863 C.A.N. 3538 MAY 06 2009 n PRODUCT RENEWED us complying with the Florida Building Acceptance No O 630.07 i ?rand/ - .4, ,a. , •;al 4. i / Miami D <, . Product Control Division tin Li o zFF I- W 4I. re J a O, a 0 o °' o Q o4 to- E Z J coca Els g a J SERIES RD45 ALUM ENTRANCE DOOR U Iz 0 M •• C N c 0 a cir 0 a 0 N 4 a GENERAL REVISION REV. PER BCCO COMMENTS ENGR. NAME REV. .0 4) c 0 8 0 0 0 0 ui 0 0 4C 0 0 ° drawing no. W04 -37 (sheet 2 of 10) DESIGN LOAD CAPACITY - PSF SIDELITES SEE CHART VAT LEFT ." 2 1/2" FRAME WIDTH GLASS TYPE SIDELITE WIDTH FRAME HEIGHT 'A' & IV INCHES INCHES EXT.( +) /INT.( -) 36-1/4 I 80.0 38 -5/8 ii 11 u___ = -ir - 80.0 -41 '} 81 -5 /8 80.0 41 -1/4 F 43 -1/4 80.0 36 -1/4 /i 80.0 38 -5/8 85 -5/8 80.0 41 -1/4 80.0 36-1/4 i I 80.0 \ \ \ \ \ \ \ // \ //' // / / / / / // / 91 -5/8 80.0 38 -5/8 i —( -- 36 -1/4 97 -5/8 80.0 RCCI n co 2 1/4" MAX. HEAD /SILL CORNERS SIDELITE WIDTH MAX. SEE CHART AT LEFT 2 1/2" 2 1/2" FRAME HEIGHT L o. 0 J 0 II II 11 II II it II 11 II SURFACE APPLIED FALSE MUNTINS MAY BE USED NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH = 75 -3/8" MAX. DOOR FRAME HEIGHT = 97 -5/8 ") FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. T D.L. OPG. (0) 75 3/8" MAX. 2 1/4" MAX. SEE CHART VAT LEFT ." 2 1/2" FRAME WIDTH SEE CHART AT LEFT 1.1_L — _ — — i 1 N — — — HEAD /SILL a CORNERS 2 1/2" I _m1L ii 11 u___ = -ir - _ -41 '} F /i \ // ,/' // ••- -- ii / i1 / :i / 1i /-- i I \ \ \ \ \ \ \ // \ //' // / / / / / // / 11 .r \ i— / O.L. OPG. r 1 1 1 1 I I , 1 1 1 III ' ' - - -= y __ II I 1 !I i1 II ^ II II 11 H - - --vi - -- 11 i —( -- / \ I 4 . / II / it / 4/ )1.17' _`_ II \ I Y \ Ir \ II II \ I i � II = = =qp 11 \ 11 Irk ''. I I INACTIVE / ACTIVE 1 1 1 D.L. ITT OPG. 25 11/16" I 25 11/16" ITT 1 1 1 D.L. OPG. io - D.4 OPG. D.L. OPG. 72" MAX. (OXXO) Engt: ARSH.AD ■.90AR CIVIL FLA. PE # 38863 CAN. 538 MAY 06 2009 PRODUCT RENEWED as complying with the Florida Bu dictg Code Acceptance No 0 FxpItation Date t 0 .0 0 2 N Q G fg 0 t M g1.cla33�° ii��yy 2y'J a 1. 4 40420 • ALUM ENTRANCE DOOR VI d CC w L3 la! c 0 4' FAX. (305) 592 -2184 tel w H al M J c 0 n 0 N -a o 0 O a z 0 a V REV. PER BCCO COMMENTS z 2 W 4, 0 0 0 0 0 0 0 CO 0 0 a 0 0 0 ii 0 drawing no. W04 -37 sheet 3 of 10 LOCK OPTIONS SINGLE DOORS: OPTION 11; 3 POINT LOCK SYSTEM BY ' AMESBURY' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. OPTION 12; 3 POINT LOCK SYSTEM BY ' HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK OPTIONS DOUBLE DOORS; OPTION #1; ACTIVE LEAF; 3 POINT LOCK SYSTEM BY ' AMESBURY' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM OPTION #2; ACTIVE LEAF. 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY * HOPPE' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM 1/8" HEAT STREN'0. GLASS .090" INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. GLASS z 2 io SILICONE DOW CORNING 795 DOW CORNING 995 o\ GLASS TYPE 'A' 5/32" TEMP. GLASS 1/4" AIR SPACE 1 /8" HEAT STREN'D. GLASS .090° INTERLAYER DUPONT 'BUTACITE' PV8 1/8" HEAT STREN'D. GLASS lidil !' t AA - / -, I r ii, _1 1 � O\ L \ / GLAZING DETAIL AT W DOOR LEAF SILICONE DOW CORNING 795 DOW CORNING 995 GLASS TYPE '8' GLAZING OPTIONS gr: ARSHAD VIUAR CIVIL FLA. PE / 38863 C.A.N. 3538 MAY 0 6 2009 GLAZING DETAIL AT SIDELITE PRODUCT RENEWED es eemplying with the Florida Bts ilstr Cade Acre ptxe No O EViiraan BY wnnir Div;biori 0 COMP- ANL \W04 -37R • • ? H Zin U o (305) 592 -218 N N l) M J c 0 by idescription PER BCCO COMMENTS W 112. v 0 c - 0 G 0 0 0 0 0 0 leo n ii 1 drowing no. W04-37 sheet 4 of 10 ut TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • a -J EXTERIOR ► %i 1 /2" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY /_ WOOD BUCK 2BY W9 BUCK OR D STRUCTURE ,1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1f4" DIA. HILTI KWIK —CON I1 (Fu =163 KSI, Fy =157 KSI) INTO 28Y WOOD BUCKS OR W000 STRUCTURES 1-1/2" MIN. WOOD PENETRATION THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONCRETE 1--1 /2" MIN. EMBED INTO CONCRETE 1 /4' DIA. TEKS OR SELF DRILLING SCREW (GRADE 5 CRS) INTO METAL. STRUCTURES STEEL : 1 /8" THK. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE 1 = 3000 PSI MIN. MASONRY f rn = 1500 PSI MIN. SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE /ALUM COLORED SILICONE. Engr ARSHAD ti1QAR CWiL FLA. PC 1 38863 C.A.N. 3533 MAY 0 6 2009 PRODUCT RENEWED as cm /plying with the Florida Building Coda Aceeptenca No=U630.0 67 ig,2a'4 By Miami Dac Prod SERIES RD45 ALUM ENTRANCE DOOR N M j 3 FAX. (305) 592 -2184 TEL. (305) 592 -1515 C t pa c—' • drawing no. W04-37 sheet 5 of 10 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • 4 • e a• 1 /2" MAX. SHIM ACTIVE TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. LEAF WIDTH t D TYPICAL /ANCHORS SEE FOR ACING 2B WOOD 8 K 000 STRUCTU 0 FRAME WIDTH 1BY W000 BUCK 1/2" MAX. SHIM P' INACTIVE (X) 0 SEE SHEET 4 FOR DESCRIPTION 1 /2" MAX. SHIM LOCKS SEE SHEET 4 FOR DESCRIPTION ACTIVE D.L. OPG. LEAF WIDTH D.l. OPG. LEAF WIDTH EXTERIOR FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE (XX) Engr: ARSHAD OAR CM, FLA. PEI 3.9863 C.A.N. 536 MAY 0 6 2009 1/4" MAX. SHIM PRODUCT RENEWED Budding �com�plyiing with the Florida Bmf�ng Cod Acccpe No R spitatiou Late BY M>and D «.' Product Control 14 1 Z n O 01 a 1 O: O a 0 ft 0 vn m O�QQ$ O °a to- E i • O iii 4 W ill. ii. zN= a J t% e 1 �) 4W i0 R045 ALUM ENTRANCE DOOR FAX. (305) 592 -2184 C V1 c 0 .N 4) a N 0 C O O. v7 d GENERAL REVISION 0 z W .0 v 0 8 0 0 c< m U C • drawing no. W04 -37 sheet 6 of 1 Q) (sheet 7 of 10) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING x 2 6 0 x 0 0 J (O /X) (O /XX) 114 X 1" SELF DRILLING SCREWS AT 4" FROM ENDS AND 12" O.C. MAX. • 4 • • • 4 • • 4 • • • • • 1/2" MAX. GAP D.L. OPG. TRANSOM WIDTH EXTERIOR Engr. ARSHAD viQAR OWL FLA. PE 38863 C.A.N. 38 1714-- MAY 0 6 2009 PRODUCT RENEWED Is complying with the Florida 3uilding Cede cc plane No ■. — O - • Expirdiou Dix - f f ('1! Dy Miami D ; .. Product Control Nvision zl Ui c ) SERIES RD45 ) ill t N C 0 CL N w 2 0 z 0 REV. PER 8CC0 COMMENTS 0) .0 $ 0 • co _o 0 O 0 CI drawing no. W04 -37 z SIOELITE FRAM TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • so • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING SIDELITE WIDTH (DOOR W/ SIDEUTE) Engr: ARSHAD VIQAR CML FLA. PE % 38363 C.A.N. 3538 MAY 0 6 2009 PRODUCT RENEWED es complying with the Florida 1uiktiz g Code Acceptance No0 - 30.0 �OnDe - ASIR By Miami Division Product Control ) FAX. (305) 592 -2184 N 1) 0 J F 0 4-' 0. 0 GENERAL REVISION a o: tea, 0 O _ Y 0 O O 0 Sri O 0 0 0 ) drawing no. W04 -37 (sheet 8 of 10) �V IV 04 -37RC) ITEM # NUMBER REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 3.770 125 3.750 100 E1 RD45 -023 1 FRAME HEAD 6005-T5 - 4.000 3.000 L090 2.125 j _fl E2 R045 -024 1 FRAME SILL 6063 -T6 _ AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264 -8100 FAX. (305) 2626978 COMP -ANL \W 1.fi25 2.125 I E3 RD45 -022 2 FRAME JAMB 6063 -T6 - 1.813 TYP. 938 E4 RD45 -004 1 /LEAF TOP RAIL 6063 -T6 - E5 R045 -021 1/ LEAF BOTTOM RAIL 6063 -T6 - .090 rn E6 RD45 -006 2/ LEAF HINGE STILE /INACTIVE LEAF LOCK STILE 6005 -T5 - Ix = 2.610 Sx = �Et E7 RD45 -002 2 VERTICAL JAMB STOP 6063 -T6 - E12 TRANSOM 687 Ix = 1.988 NN \a Sx = 0.873 NN \3 SIDELITE JAMB HEAD /SILL IN \4 L 1.875 1.363 IN \3 DOOR HEAD (� SIDELITE - .572 HEAD /SILL TRANSOM JAMB E8 RD45 -010 AS REOD. GLAZING BEAD (LAM. INSUL. GLASS) 6063 -T6 - E9 RD45 -007 AS REOD. GLAZING BEAD (LAM. GLASS) 6063 -T6 - E10 RD45 -017A AS REQD. LOCK STILE ACTIVE LEAF 6005 -T5 _ E 1 1 R045 -014 AS READ. SIDELITE HEAD /SILL, TRANSOM JAMB 6005 -T5 - 1.812 • IN \4 IN\ E12 RD45 -015 AS READ. JAMB AT SIDE LITE, HEAD /SILL AT TRANSOM 6063 -T6 1.688 1 1.250 E13 RD45 -016 AS READ. SNAP COVER _ 4.209 100 .115 - E19 RD45 -029 AS READ. INTERIOR SNAP COVER - 1.470 E20 RD45 -030 AS REOD. ANCHOR CLIP, 8" LONG 6063 -T6 _ 1.750 M1 RD45 -M01 4/ LEAF HINGE ASSEMBLY 6005 -45 I 6 0fi2 2.025 SNAP COVER M3 RD45 -M03 AS REOD. FLUSH BOLT AT 3 POINT LOCK - C ) I 4.000 2.187 M14 W31384NK AS REQD. WEATHERSTRIPPING - _ 2.115 rSERIES RD45 ALUM ENTRANCE DOOR (L.M.I.) R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 L TEL. (305) 592 -1515 FAX. (305) 592 -2184 .156 M20 - 3/16" x 1/2" x 4" SETTING BLOCK. - 6" FROM EACH END U21 - 1/2" x 3/4" x 4" SETTING BLOCK. - 6" FROM EACH END & MIOSPAN E6 4.125 HINGE STILE INACTIVE LOCK STILE M24 RD45 -M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005 -T5 - 184 E3 FRAME h�-1 687 Ix JAMB t 56 2.262 Sx = 1.024 M25 W31421 NK AS READ. WEARHERSTRIPPING - - V1 0375T270 DOOR W'STRIPPING FOAM 0-LON 1.246 .875 V2 V -059 OFFSET BULB VINYL WSTP. PVC 4.209 100 r V4 V -009 BULB WSTRIPPING PVC WIBORG, WV -3289 I 3- GLAZING (LAM. INSUL. BEAD GLASS) V5 V -065 PEROXIDE THREAD -IN FINGER TREMCO r- 1.750-{ 1.750 LE8 S2 AS READ. •3/8 " -16 X 2" LG. FULL THREAD HX.HD.. - 1 PER CONER S3 4/ HINGE #12 - 24 X 3/4" LG. PHIL. F.H. MACHINE SCREW ST /ST HINGE INSTALLATION SCREWS 4.000 .100 3.125 S6 AS READ. X12 X 1 -1/4" LG. PHIL. SMS. ST /ST ASSEMBLY FASTENERS .552 j� SEE SHEET 4 FOR LOCKS OPTIONS AND DESCRIPTION 4.125 I ACTIVE LEAF LOCK STILE 1.241 6 .875 c (revisions: ) o fi NO CHANGE THIS SHEET GENERAL REVISION REV. PER BCCO COMMENTS ..., a W -�{ I .562 ___ IN GLAZING E9 (LAM. GLASS) BEAD II -� 1 E4 I I-,.- .562 TOP RAIL 7.750 .100 jam- 1.870 --1 6.875 1.875 - .860 1.375 4 1 INTERIOR 062 1.995 SNAP COVER .875 .070 y og -0 3 0000 0 ~$o o .188 c° a m u o 3.750 E2 FRAME SILL I 8 1 8 o o cf 0 ° o h 1" i _ , .500 -= f f Engr:.RSHAD VI •- - CIVIL FLA. FE j 36863 CAh. 3538 MAY 0 6 ZOU9 ODUCT RENEWED :: complying with the Florida : udding Coda No09 - 0630. 0% 7 20j* • I r J • 1: .062 1.844 I,•.ance 1 3.570 .542 .447 L1.7500J E5 BOTTOM RAIL r drawing no. L W04 -37 .156 ANCHOR CLIP .625 --.4 I4 VERT. JAMB STOP Mums Product n;wsIrxi (sheet 9 of 10) DOOR TOP CORNER DOOR BOTTOM CORNER TRANSOM TOP /BOTTOM CORNER SID£LITE TOP /BOTTOM CQR)IER 1" X 2 -1/2" x 1/4" ALUM PLATE LEAF TOP CORNER 1" X 2 -1/2" X 1/4" ALUM PLATE LEAF BOTTOM CORNER Engr: ARSHAD VICAR CItAL FIA. PE / 38863 C.A.N. 3538 MAY 0 6 2009 PRODUCT RENEWED as complying 4d t Coda epa n0" O.0 Date ! LU5I IQ� Z°k4- Miami Dade I1 2 ix v 0 0 w a w 2 5 it) O tY W aY ) N i!1 G O C O to d O 4 -o0 GENERAL REVISION o 0 0 CO S. ■ 0 0 0 • 0 drawing no. W04 -37 sheet 10 of 10 } «DESIGN LOAD CAPACITY -.PSF WINDOW DIMS. 5/18" LAM. GLASS ' WIDTH HEIGHT EXT.( +) 1 NT.( -) 19-1/8" 85.0 85.0 24" ' 85.0 85.0 26 -1/2" 85.0 85.0 30" 38 -3/8" 85.0 85.0 37" 85.0 85.0 42" 85.0 85.0 48" 74.6 74.6 53 -1/8" 67.4 67.4 19 -1/8" 85.0 85.0 24" 85.0 85.0 26-1/2" 85.0 85.0 30" 48" 85.0 85.0 .37" 85.0 85.0 42" 85.0 85.0 48" 79.5 79.5 19-1/8" 85.0 85.0 24" 85.0 85.0 26 -1/2" 50 85A 85.0 30" -5/8" 85.0 85.0 37° 85.0 85.0 42" 85.0 85.0 19-1/8" 85.0 85.0 24" 85.0 85.0 26 -1/2" 60" 85.0 85.0 30" 85.0 85.0 37" 82.5 82.5 19 -1/8" 85.0 85.0 24" 85.0 85.0 26 -1/2" 63" 85.0 85.0 30" 85.0 85.0 37" 78.6 78.6 19 -1/8' 85.0 85.0 24" " 85.0 85.0 26-1/2" 85.0 85.0 30" 85.0 85.0 19 -1/8" 85.0 85.0 24" 79.4 79.4 26-1/2° 72' 72.7 72.7 30" 65.2 65.2 19 -1/8" 85.0 85.0 24" 74-1/4" 72.2 72.2 26-1/2" 68.0 66.0 30" 59.2 59.2 85.0 85.0 * 85.0 85.0 * 85.0 I 85.0 4I $5.o I 8s.o *I 85.0 1 85.0 *1 * LOADS WITH ADDL. ANCHOR AT FRAME JAMBS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC- 219 SURFACE APPLIED FALSE MUNTIN OPTIONAL z 1 n to 37" WINDOW WIDTH 34" VENT WIDTH 27 7/16° D.L. OPG. a 0 J 0 maw f CONCEALED SCISSOR HINGES S 0 4! as n 2 a 0 J 0 37" WINDOW WIDTH 34" VENT WIDTH 27 7/16" D.L. OPG. f ADDL. ANCHOR AS REQD. q SEE CHART FOR CAPACITY TYPICAL ELEVATIONS SERIES CM075 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASEMENT /CASEMENT OR CASEMENT WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. BUTT HINGES 1/8" HEAT STREN'O GLASS .090° INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D GLASS z GLAZING DETAIL THESE WINDOWS •ARE• .RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NQT',(i()IRED. FIA. PR .,. VAD AHMAD CIVIL ' A 538 m y`V z O �a O O 8g gh :411 4132 4a s a V t SERIES CM075 ALUMINUM FAX. (305) 592 -2184 in i 0 M t a 0 a 0 drawing no. W10 -44 (sheet 1 of 5 4 4 4 4 4 4 a 4 BY WOOD BUCK 4 4 z T T�-1► 6n r. ID IF SASH LIFT DETAIL AT FRAME SILL OF WINDOWS WITH SCISSOR HINGES ONLY WOOD BUCKS AND METAL STRUCTURE NOT BY RC ALUMINUM 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 KSI) 1 /4" HILTI KWIK —CON II (Fu "163 KSI. Fy=157 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 14 SUS OR SELf DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE (ISTANCES INTO CONCRETE AND MASONRY = 1 -1 /2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm in 2000 PSI MIN. SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH SIUCONE. LOCK KEEPER DETAIL AT HEAD & SILL OF WINDOWS WITH SCISSOR OR BUTT HINGES V J Z n g 0. ° tt p d re 0 u. 8 gh omtiie 0111/ c z V- 0 i in t c V b 4 V 4 4 qv Q Q 4 9 4 4 P. O 4 4 0 V Engr: JAVAD AHMAD F1A. PE 70592 C.A.N. 3338 WINDOWS WITH CONCEALED SCISSOR HINGE$ WINDOWS WITH BUTT HINGES drawing no. W10 -44 (sheet 2 of 5 5/16" MAX. 5/16" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. METAL STRUCTURE VENT WIDTH WINDOW WIDTH WINDOWS WITH CONCEALED SCISSOR HINGES 5/16" MAX. 5/16" MAX. SHIM W000 :4CK ST'' TURE EXTERIOR D.L. OPG. VENT WIDTH WINDOWS WITH PUTT HJNGES MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING `; • drawing no. W10 -44 WINDOW WIDTH WINDOW WIDTH (sheet 3 of 5 ) LOCKS; SURFACE MOUNT METALLIC 8 POINT LOCK SYSTEM WITH ACTIVATING LEVER TYPE HANDLE AT 30" FROM BOTTOM FASTENED WITH (4) #10 -24 X 3/4" OH MS SURFACE MOUNT KEEPERS FACING LOCKING POINTS (6) METALLIC KEEPERS AT FRAME JAMB FASTENED WITH (1) #10 -32 X 3/8" SOCKET SET SCREW (1) PLASTIC KEEPER AT FRAME HEAD A140 SILL FASTENED WITH (2) #10 -32 X 3/8" SOCKET SET SCREW HINGES; OPTION #1; 3 -5/8" LONG TWO PIECE METALLIC LIFT OFF HINGES 3 PER VENT LOCATED AT 6" FROM EACH END & AT MIDSPAN FASTENED TO FRAME AND VENT WITH (2) /10-24 X 3/8" OH MS. OPTION #2; SURFACE MOUNT METALLIC FOUR BAR HINGES BY 'ANDERBERG' FASTENED TO FRAME WITH (4) 18 -32 X 3/4" PH MS FASTENED TO VENT WITH (3) #8-32 X 3/4" PH MS SNUBBERS; READ. AT WINDOWS WITH 4 BAR HINGES (6) SURFACE MOUNT PLASTIC ANT1 BLOW OUT CUPS LOCATED AT 15-1/2" FROM ENDS AND AT MIDSPAN FASTENED TO FRAME AND VENT WITH (2) /6 X 3/8" PH SMS ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS E1 CM075 -001 4 FRAME HEAD/ SILL/ JAMBS 3709 EISA 6063 -T6 - £2 CM075 -002 4 VENT HEAD / SILL/ JAMBS 3707 FISA 6063 -T6 - E3 CM075 -007 AS REOD. FRAME & VENT CORNER LOCK MALE 3550 FISA 6063 -T6 - E4 CM075 -004 _ AS READ. FRAME & VENT. CORNER LOCK 3551 FISA 6063 -T6 - E5 CM075 -005 AS READ. FRAME & VENT CORNER LOCK ADAPTOR 1338 6063 -T6 - E6 CM075 -005 AS READ. LOCK PLATE 3771 FISA ALUMINUM - E7 FX075 -003 4 GLAZING BEAD 606.3-T6 - V1 V -101 AS REOD. SQUARE VNYL TPE MELTPOINT, DUROMETER 70 ;5 TPE MELTPOINT V2 V -108 AS READ. TEAR VINYL INSIDE VENT, DUROMETER 65*5 EPDM TREMCO V3 V -033 AS REOD. COMPRESSION 'V" GASKET. SPONGE NEOPRENE TREMCO V4 V -104 AS READ. FRAME FLAPPY VINYL PART- C040621. DUROMETER 65 *5 EPDM TREMCO MI DOW- 791 AS READ. WHITE SILICONE FOR ASSEMBLY - - M2 DOW- 791 AS READ. BLACK SIUCONE FOR GLAZING - - M3 12206 AS READ. SNUBBERS - - M4 2/ LITE 1/4" X 1/2" X 4" LONG T.P.E. SETTING BLOCK - - M5 SR01- 7500 -51 AS READ. 1/2" SASH LIFT WHITE - - M6 P -055 2/ WOW. CAM PLASTIC M & M PLASTICS Si 2/ SNUBBER 16 X 1/2" LG. FH. SMS. ST /ST S2 6/ HINGE 110 X 1/2" LG. PH. THREAD CUTTING POINT "F" ST /ST AT 4 BAR HINGES S3 1/ CAM 18 -32 X 3/4" LG. FH. THREAD CUTTING POINT "F" ST /ST - S4 4/ CROO 18 -32 X 3/4" LG. FH. THREAD CUTTING POINT "F" ST /ST - S5 1/ CORNER 5/16" 0 -18 X 1/2" LG. SET SOCKET HEAD SCREW Si /ST - 141 CR0115 -7D AS READ. HANDLE EXTERIOR COLOR WHITE - - H2 8102151277 AS REOD. HINGES RAPID 2T NON - CORROSION RIGHT HAND - - H3 E00018 AS READ. DOUBLE POINT MEETING LOCKING - - H4 KT005 • AS REQD. LOCK POINT NON- CENTER - - H5 K100311 AS READ. KIT ALUMINUM EXTERIOR OPENING - - H6 TR0018 AS READ. ENO PLATE LOCK POINT ADJUSTABLE - - H7 KT0022 AS READ. LOCK POINT NON- CENTER 6.5 MM. HEIGHT + SCREW - - H8 35.09.00.100 AS READ. 12" 4 -BAR HINGES ST /ST TRUTH HARDWARE Engr JAVAD AHMAD CML FLA. C.A.N. 592 N. ce v 0 a U C 8 1- W �.) Z 12 ?a X =N 3I- N Z UI M 3� 4 z L ` Uo 1 FAX. (305) 592-2184 7 t c .y S 8 c •0 a n v I M 1 drawing o11 W10 -44 sheet 4 of_) VENT CORNERS FRAME CORNERS CORNER LACK ADAPTER drawing no. W1 0--44 WINDOW WIDTH. w J z z LJ WINDOW WIDTH1 WINDOW WIDTH WINDOW WIDTH Lai w J 1 z J WINDOW WIDTH 2 60" MAX. WINDOW WIDTH 55 3/4" D.L. OPG. 0 d 0 J W B II II II II -r 4 II II II II , 7I FALSE MUNTJNS (SURFACE APPLIED) MAY BE USED 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. 4" MAX. HEAD /SILL CORNERS 18" MAX. HEAD /SILL v FROM ENDS FX100 ALUMINUM FIXED WINDOWS DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. w h 0 0 0 z N a. O O 53" MAX. WINDOW WIDTH 48 3/4" D.L. OPG. :-r 7 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 MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 4" MAX. HEAD /SILL CORNERS 18" MAX. HEAD /SILL THIS PRODUCT WITH GLASS TYPES 'C', 'D' & COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AHMAD CIVIL FLA. PE / 70592 O.A.N. 3538 APR 0 9 2010 PRODUCT REVISED as eompIyvng 1 *h.lie Nsul%. Maidiog Cep Ilapiradas Dee 4 z O f- Q 2 O: O O a. re o ✓ rl 0 • a O °�� 0 Q la vl • 0 04 a W ”k" 8 W r LUMINUM FIXED W,NDO • W_ ca z> = N � � N zto;71 � ^M ° (POI dN 5 COMP- ANL \W04 -44R CO CO N N 4n 0 0 c 0 U m ✓ REV. PER BCCO COMMENTS NO CHANGE THIS SHEET UPDATED FOR 2007 FBC z 0 d 0 0 0 N 0 4o O 0 of 0 0 of N 0 c 0 W 4., 0 i Y V N • _0 1 0 drawing no. W04 -44 (sheet 1 of 5 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'A', '8', 'C' & 'D' GLASS TYPE 'E' WIDTH LENGTH EXT.(+) /INT.( -) EXT.( +) /INT.( -) 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° 72" 80.0 80.0 42° 80.0 80.0 48" 80.0 80.0 53-1/8" 80.0 80.0 60" - 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" 76" 80.0 80.0 42" 80.0 80.0 48" 80.0 80.0 53 -1/8° 80.0 80.0 60" - 80.0 19 -1/8" - 80.0 24" - 80.0 26 -1/2" - 80.0 30" - 80.0 37" 713* - 80.0 42" - 80.0 48" - 80.0 53-1/8" - 80.0 60° - 80.0 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 53-1/8" - 80.0 60" - 80.0 IT L NOTE- WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. z to 1/8" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D GLASS _ SILICONE Z m DOW CORNING 795 1/8" OR 5/32" HEAT STREN'D GLASS RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 'A' z 1/8" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 11/16° MIN. TYP. 1/8" HEAT STREN'D GLASS OR 5/32" TEMP. GLASS RECT. OR SQUARE FRAME CIRCULAR FRAME GLASS TYPE 'C' 3/16" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 795 RECT. OR SQUARE FRAME GLASS TYPE 'E' n. z 7 1/4° AIR SPACE 1/8" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PVB BY ' DUPONT' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 r 43 4 st r J a. � O v RECT. OR SQUARE FRAME GLASS TYPE 'B' 1/4" AIR SPACE 1/8" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 CIRCULAR FRAME RECT. OR SQUARE FRAME GLASS TYPE 'D' NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'B' & 'D' MUST BE TEMPERED. GLAZING OPTIONS CIRCULAR FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). Engr: JAVAO AHMAD CML FLA. PE # 70592 C.A.N. 3538 fEZi.•'lliCT REVISED C 4 C Z ap N I 8 0 N 0 "2° '). Q ?�M 7 MS rn z • u's= C 0 Q 0 4, m �o tv 0 5 J NO CHANGE THIS SHEET c 0 re in w° o o o 0 c ,'""` 00` =2 o - V �b .�� j 0 0 m 0 0 W `fJ` j 0 0 ft N • s 1 ,c 1/40 drawing no. W04 -44 (sheet 2 of 5 w x z 1BY WOOD BUCK 4 4 4 4 4 4 4 4 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 EXTERIOR _1 Ir?li ' il It a 4 4 4 4 z 1 ACCESS HOLE 4 4 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INDOW HEIGHT 0 0 0 a ACCESS HOLE 17 1BY WOOD BUCK 4 D TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY RC ALUMINUM 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 KSI) 1/4" DIA. HILTI KWIK —CON II (Fu =163 KSI, Fy =157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA. KWIK —FLEX SELF DRILLING SCREWS BY 'HILT!' (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = I" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /ALLEO BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. Engr: JAVAD AHMAD CWIL FLA. PE # 70592 C.A.N. 3538 APR 0 9 2010 Had) &E'iy{•4rj cov)03.17s with tie RRFSaid, mod �r `ur'gr'�rgaw . Weft �v m FAX. (305) 262 -6978 0 O W r COMP — ANL \W04 -44RC] FX100 ALUMINUM FIXED WINDOW 0 0 N 4) 0 0 1 METAL ANCHORS 1 8 GENERAL REVISION .0 H y O 4 8 8 Q (j ^� O •(A 8 '6 :5! W N N 01 4 O c m 0 D W t date: 05 -29 -04 ti drawing no W04 -44 sheet 3 of 5 ♦ �t FRAME JAMB /SILL 1,875 0 FRAME HEAD /SILL /JAMB .500 1.203 .969 I fl.062 TYP. -*1 .912 .907 GLASS STOP (LAM. GLASS) GLASS STOP (LAM. INSUL. GLASS) .050 TYP. .875 SNAP COVER (LAM. GLASS) .110-x{ r- .050 TYP. I-� .875 Fes- .945 �! SNAP COVER (LAM. INSUL. GLASS) GLASS STOP (LAM. GLASS) FOR CIRCULAR FRAME .168 s 1.184 .983 -.■•I .812 F� GLASS STOP (LAM. INSUL. GLASS) FOR CIRCULAR FRAME Q JAMB /SILL ANCHOR CUP METAL STRUCTURE 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING ACCESS HOLE D.L. OPG. WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM O ITEM NO. PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 CM100 -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 READ. FRAME HEAD /SILL /JAMB 6063 -76 - 4 CM100 -016 4/ WDW GLAZING BEAD (LAM. GLASS) 6063 -76 - 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 CM 100 -028 4/ WDW GLAZING BEAD (LAM. INS. GLASS) 6063 -76 FOR CIRCULAR FRAME 5 CMI00 -018 4/ WOW SNAP COVER (LAM. GLASS) 6063 -76 - 5A CM100 -019 4/ WDW SNAP COVER (LAM. INSUL. GLASS) 6063 -T6 - 7 V -059 AS READ. VINYL FOR 5/16" LAM. & INSUL. LAM. GLASS PVC - 7A V -038 AS READ. VINYL FOR 7/16" LAM. GLASS PVC - 8 AS READ. 3/16" X 3/8" X 4" LG. SETTING BLOCK - - 9 AS REQO. 1/8" X 1/2" SINGLE FACE TAPE - - 9A AS REQD. 5/16" X 1/2" SINGLE FACE TAPE - - 10 1110 X 1" 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHL. SMS EXTERIOR D.L. OPG. WINDOW WIDTH 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING v v -74=-1114 :IMM- `11 MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA #14 SMS OR TEKS SCREWS SEE ELEV. FOR SPACING FRAME CORNER$ EXTERIOR D.L. OPG. a TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM MAX. V M 1 BY W000 BUCKS Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 APR 0 9 2010 WOOD BUC 0 STRUCTURE as gectrfitnierrrithlis Azz. tie N COMP - ANL \W04 -44RC] FAX. (305) 592 -2184 TEL. (305) 592 -1515 c 0 U N a NO CHANGE THIS SHEET ALUM STRUCTURE REV. UPDATED FOR 2007 FBC o 0 o 7 - O O 0 pm 0 0 !Is W 0 01 0 ii a 0 ii s u drawing no. W04 -44 sheet 4 of 5 ( a w DESIGN LOAD CAPACITY - PSF SIDE /SIDE OR TOP /BOTTOM WINDOWS WINDOW DIMS. ONE ANCHOR AT EACH SIDE OF MULLION TWO ANCHORS AT EACH SIDE OF MULLION WIDTH (W) LENGTH (1) EXT.( +) /INT.( -) EXT.(+) /INT.( -) 19 -1/8" 80.0 80.0 24" 80.0 80.0 26-1/2" 1 80.0 80.0 30" 38 -3/8° 80.0 80.0 80.0 80.0 37" 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" 72.5 80.0 26-1/2" 72.5 80.0 30" 48 72.5 80.0 37" 70.5 80.0 42" 62.1 80.0 48" 62.1 80.0 5,3-1/8" 62.1 80.0 19 -1 /8" 80.0 80.0 24" 68.7 80.0 26-1/2" 68.7 80.0 30° 50 -5/8" 68.7 80.0 37" 66.8 80.0 42" 58.9 80.0 48" 58.9 80.0 53-1/8" 58.9 80.0 19-1/8" 72.7 80.0 24" 58.0 80.0 26 -1 /2" 60" 58.0 80.0 30" 58.0 80.0 37" 56.4 80.0 42" 49.7 80.0 19-1/8" 69.3 80.0 24" 55.2 80.0 26-1/2" 63" 55.2 80.0 30° 55.2 80.0 37" 53.7 80.0 42" 47.3 78.9 19-1/8" 66.1 80.0 24" 52.7 80.0 26-1/2" 66" 52.7 80.0 30" 52.7 80.0 37" 51.3 80.0 19-1/8" • 60.6 80.0 24" 48.3 80.0 26-1/2" 72" 48.3 80.0 30" 48.3 77.3 37" 47.0 77.3 19-1/8" 58.8 80.0 24" 46.8 80.0 26-1/2" 74-1/4" 46.8 80.0 30° 46.8 74.9 37" 45.6 74.9 1" X 3" X 1/8" ALUM TUBE MULLION SEE CHART AT LEFT, FOR OTHER MULLION TYPES SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L. OPG. EXTERIOR WINDOW WIDTH D.L. OPG. WINDOW WIDTH TYPICAL ANCHORS ONE OR TWO AT EACH SIDE OF MULLION SEE CHART AT LEFT FOR CAPACITIES 0 1 ti 1 1 I,, 1 1 / ® / 1 D O 1 , 11 1 i, 3" 10° WINDOW ANCHORS SEE SHEET 1 FOR LOCATION AND SHEET 2 FOR ANCHOR TYPES TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) = W1 + W2 2 NOTES: 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF 1X3 WINDOW MULLION. 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2 OF 5. 3. FOR OTHER MULLION TYPES SEE SEPARATE NOA. 4. USE SMALLER DESIGN LOAD CAPACITY OF 1, 2 OR 3 ABOVE. Engr. JAVAO AHMAD CM. FIA PE # 70592 C.A.N. 3538 APR 0 9 2010 PFE4i aiCT BrOwadoo FAQ "3' V FAX. (305) 262-6978 -j 3 0 0 z 3 0 LJ Li 0 0 X COMP- ANL \W04 -44RC (305) 592 -2184) c 0 0 a� NO CHANGE THIS SHEET UPDATED FOR 2007 FBC GENERAL REVISION q O 0 of W 0 A"' t ) drawing no. W04 -44 sheet 5 of 5 WIND -05 Detailed Wind Load Design (Method 2) perASCE 7 -05 Description: Petion Rivera & Family Address: 10639 NE 11 Ct., Miami Shores, Fl 33138 User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV) II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 0.85 Eave Height (Eht) 9.34 ft Ridge Height (RHt) 15.34 ft Mean Roof Height (Ht) 12.34 ft Width Perp. To Wind Dir (B) 54.50 ft Width Paral. To Wind Dir (L) 52.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.24 Flexible Structure No Calculated Parameters Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category II:; Rigid Structures - Complete Analysis Open Buildings Zm Zmin 15.00 ft Izm Cc * (33/z) ^0.167 0.2281 -0.18 Lzm I *(zm /33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0.9162 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8809 Gust f=actor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 WIND -05 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.936 =_> 2 a r 2 1 2 _3_ a a a Gabled Roof 7 <Theta < =45 4.94 ft Double Click on any data entry line to receive a help Screen Component width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib /ft"2) Max Min Max Min Type A 10.00 4 1.00 -1.10 46.5 -50.4 Type B(zone 4) 10.00 4 1.00 -1.10 46.5 -50.4 Type B(zone 5) 10.00 5 1.00 -1.40 46.5 -62.2 Type C 10.00 4 1.00 -1.10 46.5 -50.4 Type D 10.00 4 1.00 -1.10 46.5 -50.4 Type E(zone 4) 10.00 4 1.00 -1.10 46.5 -50.4 Type E(zone 5) 10.00 5 1.00 -1.40 46.5 -62.2 Type F(zone 4) 10.00 4 1.00 -1.10 46.5 -50.4 Type F(zone 5) 10.00 5 1.00 -1.40 46.5 -62.2 Type G 10.00 4 1.00 -1.10 46.5 -50.4 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs.