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WS-15-911
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-232794 Permit Number: WS -4-15-911 Scheduled Inspection Date: May 29, 2015 Inspector: Rodriguez, Jorge Owner: GORMAN, SEAN CHELSEA Job Address: 372 NE 98 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: DVG BUILDERS INC Building Department Comments REPLACING 1 DOOR Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060135680 INSPECTOR COMMENTS False Phone: (305)506-7308 May 28, 2015 For Inspections please call: (305)762-4949 Page 14 of 26 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid May 28, 2015 For Inspections please call: (305)762-4949 Page 14 of 26 Project Address Parcel Number Applicant 372 NE 98 Street 1132060135680 SEAN CHELSEA GORMAN Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SEAN CHELSEA GORMAN 372 NE 98 Street MIAMI SHORES FL 33138-2410 Contractor(s) Phone Cell Phone DVG BUILDERS INC (305)506-7308 e of Work: of Openings: 1 litional Info: Residential 3 Fees Due Miami Shores Village 10050 N.E. 2nd Avenue NE CCF Miami Shores, FL 33138-0000 ` Phone: (305)795-2204 Project Address Parcel Number Applicant 372 NE 98 Street 1132060135680 SEAN CHELSEA GORMAN Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SEAN CHELSEA GORMAN 372 NE 98 Street MIAMI SHORES FL 33138-2410 Contractor(s) Phone Cell Phone DVG BUILDERS INC (305)506-7308 e of Work: of Openings: 1 litional Info: Residential 3 Fees Due Amount CCF $4.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.60 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $135.80 Valuation: $ 8,000.00 Total Sq Feet: 00 Pav Date Pav Tvoe Amt Paid Amt Due I Invoice # WS -4-15-55239 04/17/2015 Check #: 2092 04/22/2015 Check #: 2093 $ 50.00 $ 85.80 $ 85.80 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conform' with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume res nsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUM G, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFI[ iL` I certi that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an m e ore, I authorize the above-named contractor to do the work stated. 22, 2015 / Applicant / Contractor / Agent Buildidg,'Department Copy April 22, 2015 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20/0 -- , U/ BUILDING Master Permit No.a)4� PERMIT APPLICATION Sub Permit No. ❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP p� CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Mibmi Dade Zip: Folio/Parcel#: 11 QC(rz-0 (3 - ,57cRCIs the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: ^ �MFl000-d Zone: BFE: FFE: 6�vqOW (Fee Simple Titleholder): �'v �r r �l Phone#: Address: k-Ayn( �-Q d�1 City: J State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Iy!!� 1elf(Idl-MS -Ne- Phone#: Address:1--'5�j_u City: A(Au� H State: - Zip: Z Qualifier Name: 1124,r-)HE7— AVUItA Phone#: 30S -S00 - :73 d State Certification or Registration #: S,Q C— (51 l G� Z `5-4— Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address. City: "� State: Zip: Value of ork for this Permit: $ 4 - d Square/Li epr F,Pptag%of Work: Type of Work: ❑ Addition ❑ Alte t1 ❑ New (�`� rR air/Re lac B"e roli 'on - 'moi;,TFp p ,. Description of Work:____.;,' !: � W 0IMi9 Y A wa Spe -coloe'd 'dW ihru tile: Submittal Fee Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revisedo2/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspecti which Wcurs se (7) days after the building permit is issued. In nthe absence of such posted notice, the inspection will n0t b,pprovend einsp tion fee will be charged. / I APPROVED BY Plans Examiner Zoning Structural Review Clerk (ReAsed02/24/2014) '�" Signature_t_ Signatu e ✓ OWNER or AGENT CONT CTOR The faregoing instru gent w �c nowledged before me this The foreg ng instrument was a knowledged before Methis day( e 20 by da of r� 120 by i PIP' "��� Who is personally known to Irl �i -- ICA who is personally known to me or who as me or who.has produced as identificati J•gaY Av'pi did take i�roatl9E ARMidentifications ' C� did take an oath. MAS NOTARY PMy 8 ¢ Notary Pub,, - S Comm. r .s Apt 4.2p48 NOTARY PLI \•; ` nt Fi COM prssion a {F 15i990 ' y,N 39 Sign- Sign Print: Print: �'? iY WYE ARA" •zwwwry Now. Siete of Fief Seal: Seal: =:;, r MY COM. E46N Apr 4, 2018 COmmissn 0 FF 163930 APPROVED BY Plans Examiner Zoning Structural Review Clerk (ReAsed02/24/2014) Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/reporUsummary Summary Report Property Information Folio: 11-3206-013-5680 Property Address: 372 NE 98 ST Owner CHELSEA K GORMAN SEAN S GORMAN Mailing Address 372 NE 98 ST MIAMI SHORES, FL 33138 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,805 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1949 Assessment Information Benefit Type 2014 Year 2014 2013 2012 Land Value $181,056 $160,546 $123,627 Building Value $138,696 $139,716 $157,694 XF Value $1,670 $1,682 $1,979 Market Value $321,422 $301,944 $283,300 Assessed Value $292,437 $288,116 $283,300 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment $28,985 Reduction $13,828 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 1$25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 3 & E1/2 OF LOT 4 BLK 42 LOT SIZE 75.000 X 115 OR 18638-1046 05 1999 1 Generated On: 4/8/2015 Taxable Value Information : 2014 20131 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $242,437 $238,116 $233,300 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $267,437 $263,116 $258,300 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $242,437 $238,116 $233,300 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $242,437 $238,116 $233,300 Sales Information : Price OR Qualification Description Sale'ous Book -Page 12/16/2011 $385,000 27957-2471 Qual by exam of deed Corrective, tax or QCD; min 07/26/2011 $100 27818-2437 consideration 07/15/2011 $175,000 27768-4910 Qua[ by exam of deed 11/01/2006 1 $0 25089-4263 Quai by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roil. This website may not reflect the most current information on record. The Property Appraiser and Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disclaimer.asp Version: 1 of 1 4/8/2015 6:46 AM 1\IVI\ VVV 1 11 t7VYCf\IVVl1 DMRTMENT OF, I 6ONSTRUi SEQ # L1408170002920 CChap or 489'P . z 70 51 08/17%2014 DI" PLAYAS REQUIRE SEQ # L1408170002920 ACIORLYCERTIFICATE OF LIABILITY INSURANCE DATE /YYYY) 04/15/1/15/15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTANAME: Ariel Ajo InterASSlAance 9190 Biscayne Blvd., Suite #201 A/C No E (305)758-8322 AX No: (305)758-4456 -MAIL ariel@interassuranc.com INSURER(S) AFFORDING COVERAGE NAIC # Miami Shores, FL 33138 INSURERA: ENDURANCE AMERICAN SPECIALTY INS COMPANY 417418 Phone (305)758-8322 Fax (305)758-4456 INSURED INSURER B INSURERC: DVG BUILDERS, INC INSURER D: 260 PAYNE STREET INSURER E: MIAMI SPRINGS, FLORIDA 33166 (305) 506-7308 AUTOMOBILE LIABILITY ❑ ANY ATO ❑ ALL AUTO NED ❑ A TOSCHEDULED NON -OWNED ❑ HIRED ATOS ❑ ATOS ❑ ❑ INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADD INSR UB WVD POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMITS A GENERAL LIABILITY F%-*] COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE W OCCUR ❑ Y CBC20000019300 07/30/2014 07/30/2015 EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED 100,000.00 PREMISES Ea occurrence $ MED EXP (Any one person $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑ jECT PRO' ❑ LOC PRODUCTS -COMP/OPAGG $ 1,000,000.00 DEDUCTIBLE $ 0.00 AUTOMOBILE LIABILITY ❑ ANY ATO ❑ ALL AUTO NED ❑ A TOSCHEDULED NON -OWNED ❑ HIRED ATOS ❑ ATOS ❑ ❑ Ea a.d.nntSINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ $ F -]UMBRELLA LIAB F1OCCUR ❑ EXCESS UAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ $ WORKERS COMPENSATION❑ AND EMPLOYERS' LIABILITY Y / NLIER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes,describe under DESRIPTION OF OPERATIONS below NIA W TORY MIS S ❑ OTH- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more space Is required) GENERALCONTRACTOR CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N.E. 2ND AVENUE MIAMI SHORES, FLORIDA 33138 ACORD 25 (2010/05) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Ariel Aja ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE Data 4/17/2015 Producer: Plymouth Insurance Agency This Certificate Is Issued as a matter of Information only and confers no 2739 U.S. Highway 19 N. Holiday, FL 34691 rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. 1 (727) 938-5562 Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc. & Subsidiaries Insurer A: Lion Insurance Company 11075 Insurer e: 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer c: Insurer D: Insurer E: Coverages The policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date Policy Expiration Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence $ Commercial General Liability Claims Made 11 Occur Damage to rented premises (EA occurrence) $ Med Exp Personal Adv Injury General aggregate limit applies per: Policy 1:1 Project 1:1 General Aggregate Products Products - Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit (EA Accident) $ Any Auto All Owned Autos Scheduled Autos Bodily Injury (Per Person) Bodily Injury Hired Autos Non -Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Aggregate Occur ❑ Claims Made Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 X I WC Statu- I OTH- Employers' Liability tory Limits ER E.L. Each Accident $1,000,000 Any proprietor/partner/executive officer/member E.L. Disease - Ea Employee $1,000,000 excluded? NO If Yes, describe under special provisions below. E.L. Disease -Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent . AMB # 12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 91-68-105 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": DVG Builders, Inc Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s;, while working in: FL. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: GENERAL CONTRACTOR / ISSUE 04-17-15 (TD) Benin Date 1/5/2015 CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT 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. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 u� TO 15v Cumberland Residence (JBD—AIW-0315) on receipt Invoice Date: April 09, 2015 INVOICE # AIW0315 Anchor Impact Windows 7292 Bird Road Miami, FL 33155 MEMO.- �-1110-4* 140.00 Sales Tax 1 Window & Door retrofit - Permit Package Total 140.00 140.00 Subtotal 140.00 Sales Tax na Total 140.00 Makeall checks payable to JH [)E SIGN & PERMITTING, INC. Thank you for your business! JB DFISIGN & PERMITTING, INC. 22018 VJ5TA1,'VO()D WAY, HOCIA RATON, FL 3,3428 954.907.0736 MIAMI• E rKAMIDADE COUNTY. FLORMA 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES RM) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(7N)31S-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wnnv miamidade goy/economy RC Home Showcase, Inc. 2970 NW 75* 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 and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section on Miami Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FX 345" Aluminum Window Wall System — L.NLL APPROVAL DOCUMENT: Drawing No. W03-103, titled "Series "FX -345 Alum. Window Wall System (LACL)", sheets 01 through 09 of 09, dated 11/14/03 with revision "J." dated 10/10/13, prepared by Al— Faiooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami— Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. REVISION 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. 12-0410.25 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as wel I as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-1112.08 1AMND E t, Expiration Date: March 25, 2019 ' Approval Date: December 26, 2013 _t2 rt 4 Page 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SMAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0S25.05) 2. Drawing No. W03-103, titled "Series "FX --345 Alum. Window Wall System (L..M.I.)", sheets 01 through 09 of 09, dated 11/14/03 with revision "d" dated 10/10/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked -up drawings and installation diagram of aluminum window wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FT"098, dated 12/11/09 and FTL-6044, dated 12/30/2009 respectively, both signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 104525.05) 2. Test report on: 1) Safety Performance (Impact) per American National Standard for Safety Glazing Materials Used in Buildings, ANSI Z-97.1(CPSC 16 CFR 1201), along with marked -up and die drawings of aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-53189 dated 07/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0831.05) 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 20294 4) Small 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 window wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4612, dated 05/17/05, signed and sealed by Edmundo J. Largaespada, P. E. (SubjnLged cu(ler previous NOA No. 07-0831.05) tf Jaime A Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.08 Expiration Date: March 2S, 2019 E—i Approval Date: December 26, 2013 RC Home Showcase, NOTICE OF ACCEPTANCE: EV— ENCE SUBIYIITTED B. TESTS (CONTINUED) 4. Test reports on: l) 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) Small 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 window wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3719, dated 02/26/03, signed and sealed by Joseph C. Chan, P. E. (Submitted udder previous NOA No. 03-1023.02) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small 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 window wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3713, dated 02/14/03, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 03-1023.02) 6. Test reports on: 1) Small 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 window wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -3478, dated 07/03/02, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 03-1023.02) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum window wall systems, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1188, dated 05/22/01, revised on 06/23/03, signed and sealed by Rafael E. Droa-Seda, P.E. (Sub»rifted under previous NOA No. 03-1023.02) 8. Test reports on: 1) Small 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 window wall systems, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HE TI -01-1018, dated 05/18/01 and HETI- 01-1038, dated 06/20/01, both signed and sealed by Rafael E. Droz-Seda, P. E. (Sub»fitted under previous NO -4 No. 03-1023..02) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.08 Expiration Date: March 25, 2019 Approval Date: December 26, 2013 E-2 RC home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked—up drawings and installation diagram of aluminum window wall systems, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1037, dated 06/20/01, signed and sealed by Rafael E. Droz—Sella, P. E. (Subinitted under previous NOA No. 03-1023.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Al,-Farooq Corporation, dated 03/16/10, signed and sealed by Javad Ahmad, P. E. (Submilted under previous NOA No. 10-0525. 05) 2. Glazing complies with ASTM E130044 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex 11P Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 4. Notice of Acceptance No. 12-1231-10 issued to Eastman Chemical Company (MA) for their_"Saflex Clear and Color Glass Interlayers" dated 03128/13, expiring on 05/21/16. 5. Notice of Acceptance No. 10-0201.01 issued to Viracon, Inc. for their "Viracon HRG 2 Glass Interlayer", dated 03/24/10, expiring on 02/12/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by Al—Farooq Corporation, dated 10/15/13, signed and sealed by Javad Ahmad, P. E. 2. Name changed to RC HOME SHOWCASE, INC. ' as registered in the Florida Department of State, Division of Corporation, Sunbiz document dated 10/11/13. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.08 Expiration Date: March 25, 2019 Approval Date: December 26, 2013 E-3 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya, Mr. Henry F. Kronfle-Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and Ms. Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries, Inc., dated 10/30!2013, signed by Raul Casares, President. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter, the Secretary of State. 6. Department of State Certification of MANUREN ENTERPRISES, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan, the Secretary of State. 7. Laboratory compliance letter for Test Reports No.'s FTL -6098, dated 12/11/09 and FTL-6044, dated 12/30/09, prepared by Fenestration Testing Laboratory, Inc., signed and sealed dated by Michael R. Wenzel, P. E. (Submitted under previous NDA No. 10-0525.05) 8. Laboratory compliance letter for Test Report No. FT"318, dated 07/05/07, prepared by Fenestration Testing Laboratory, Inc., signed and sealed dated by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0831.05) 9. Laboratory compliance letter for Test Reports No.'s FTL-4612, dated 05/17/2005, FTL-3713, dated 02/14/03 and FTL-3478, dated 07/03/02, prepared by Fenestration Testing Laboratory, Inc., signed and sealed dated by Edmundo J. Largaespada, P. E. (Submitted under previous NOA Is No.'s 07-0831.OS and 03-1023.02) 10. Laboratory compliance letter for Test Report No. FTL-3719, dated 02/26/03, prepared by Fenestration Testing Laboratory, Inc., signed and sealed dated by Edmundo J. Largaespada, P. E. (Subs»itted under previous NOA No. 03-1023.02) 11. Laboratory compliance letter for Test Reports No.'s HET1414188, dated 05/22/01, HETI-01-1037, dated 06/20/01, HETI-01-1018, dated 05/18/01 and HETI-01-1038, dated 06/20/01, prepared by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. (Subutitted tinder previous NOA No. 03-1023.02) G. OTHERS I. Notice of Acceptance No. 12-0410.25, issued to R.C. Aluminum Industries, Inc. for their Series "FX 345" AIuminum Window Wall System - L.M.I.", approved on 07/05/12 and expiring on 03/25/14. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13--1112.08 Expiration Date: March 25, 2019 Approval Date: December 26, 2013 E-4 R-3 ALUM WINDOW WALL SYSTEM(1, i THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT, SHUTTERS ARE NOT REQUIRED. CODE REOLIRENENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDMQ CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HM). ANCHORS SHALL BE AS USIED, SPACED AS SHOWN ON DEIA1LS, AmHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF RIS APPROVAL. MATERIALS INCLUDMC BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSUTAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. OR THREE ANO DIEET D fOR C %v QC a -MCAL ELBA TESTED UNITS INSTRUCTIONS: USE CHIM AS FOLLOWS. STEP 1 DETERMINE DESION WMID LOAD RE"MAENT BASED ON WIND VELOCITY. 81 D0. HEIGHT. WIND 2MIE USING APPLICABLE ASCE 7 SDWDARE0. STEP 2 SEE WMTS ON MCAT J FOR DESION LOAD CAPACITY OF DESIRED CLASS. STEP 3 CHECK YULUON CAPACITY FOR A 47M SPAMW AND HEIGHT USM CHARTS ON SHEETS 4 & D THE CAPACITY SHOULD EXCEED THE OESIGN LOAD. EP 4 U9NO CHART ON SHEETS C SELECT MOM OPTION WITH DESIGN RUNG MORE THAN OEM LOAD SPEC IM IN STEP I ABOVE STEP 5 FOR CAPACITY Of JAMBS WITH ANCHORS OPTION SEE CHART ON SHEET S. $TEP 8 INE LOWEST WiLIIE RESU TINO FROM STEPS 2. 3, 4 AND 6 SHALL APPLY TO ENTIRE SYSTEM. PRODUCTVRD marl do °A�c"A9 WINDOW WALL SYSTEM WITH GLASS TYPES 'A' d1 'EONLY ! COMPLIES WITH REQUIREMENTS OF ANSI Z97.1:_ LAMINATED GLASS I LARGE MISSILE IMPACT (HIT"2 mIrMl3 dtnwl" no. W03-103 �AMN6 995 ALM TYPE 'H' DOW CORNWO 88.'1 SWCONE DOW CORNWO 895 DOW CORNING 998 1/4' HEAT STREWD GLASS 1/4' HEAT STREN'O GLASS 1/4" MCAT STREWD GLASS .077' INTERLAYER !/4' TEJAP. GLASS SAREX CP0Y 'EASTMAN CHEMICAL CO.' -1/4' HEAT S7(SN'0 GLASS 090" WifRIAYER .090' WiERLAYER ONECORNWG T98 090" INTERLAYER 1!!7' INTERLAYER SENTRYGLAB BY 'WPDNI' SENTRYW.AS BY 'DWONT' S4PLER CLEAR k COLOR GLASS BY 'EASiMMN CHEARCAL CO.' YIRACON RRG-2 BY WVCON WC.' 11/4' HEAT STREWD CLASS 1/4" HEAT STREN'D GLASS 1/4' WAT STREWD GLASS 1/4' NEAT STREWD GLASS 6[ASS TYPE 'A' ALM TYPE 'H' SWCONE 0017 CORNING 998 CLASS 1/4' HEAT STREN'O GLASS rSTREWO � .077' INTERLAYER EN `Oi�OHY SAREX CP0Y 'EASTMAN CHEMICAL CO.' HEAT STREN'D CLASS ONECORNWG T98 Iffi SILICONE CORNING 888 FAIN m ML I Ulli iJ l' I S YR 'P' cuss TYi'RS DI ASS TYPE 'F' GLA76E4Y AT .fAMB ONLY V BW'E' k OLA'L1NG DYTiDMS 995 Ammo No 1 CML iiy�� M{ouJUGt rot ttlCaro�� E,eprs JAW18 ANYAO FLA. K _70899 C.A.N. x938 f ' drawingria. W03-103 OLM DESIGN LOAD CAPACITY - PSP GLASS DIS10N LOAD CAPACITY - PSF I �u GL69S TYPES CLASS TYPES D.LA. O.LO.IN 'NOMINAL DINS TYPE. 'A' TYPP. 'D' I TYPE. 'C' TYPE 'D' TYPE 'E' TYPE 'P' NOMINAL DBMS TOPE VA7Fw_-m_w__1 TYPE w TYPE w..TYPE 'B' I ..__..TYPE 'P' YAOTH WIDTH a W. {+) W. (+) TM. (+) EXT. (+) EXT. (+) EXT. (+) W. (+) EXT. (+) EXT. (+) EM. (4) f 0.La DOTH aLO HBMXtt 91r - 0 I. 27' 30' 33' 38' 39' 42' 45' 4W 51' 8D' . (-) - IISA (^) 11&0 OO. (-) 814 Wi. (-) 120.0 INT. (-) MA EXF. (4) WM. (-) 1174 D.I.O. W1DIN 24' 2r 311• 33' 38' J9' 4r 45• 48 D.L.Q. IIEWHF 84• WF. (-) WL (-) IISABIA Wi. (-) W. (-) 120.0 INF. (_) (4) INT. (-) 74,0 117.0 Sao 1154 81.0 ISO 115,0 81.0 _ _ 174.0 12x_0_ _ 80.0 74.0 117.0 120.0 Boo 744 117.0 _- _ - IISA 81.0 120.0 a" 74.0 117.0 _ IISA $IA 120.0 solo 74.0 117.0 - IISA 81.0 120.0 110.0 _ 74.0 117.0 - IISA 81.0 120,0 ^ Bao 74.0 117.0 - Itu 81.0 120.0 BOA 74A 117A _ - I15A 81.0 _ 120.0 804 74.0 117A 120.0 80.0 74.0 It 7A - 1150 111.0 - 115A - 120.0 80A -_ .- Q - 115A - 120.0 BOA - - 119.0 120.0- - _I15A BIA 120.0 80,0 74.0 117.0 - 115.0 I SIA /20.0 80.0 74A 115 -- - IISA SIA 120.0 no 744 117A - 1f8A - 120.0 - - - 115.0 814 115.0 91A 120.0 SOA_ 74A It7A 24' 2r - 115A 81A 120.0 GOA 74.0 117.0 118.0 81A 120.0 BOA 74.0 117.0 120.0 110.0 �1M 120.0 110.0 30• - Q n� 118.0 61.0 12U 204 74.0 117.0 115.0 - 120.0 BOA - - 33' - H8,0 BtA 120.0 116.0 74.0 It7A 3 _ _.. _ 83' LE 118.0 - 120.0 Bao - - 38• • -118.0 111.0 120.0 110.0I18A 120.0 no - - 39' - 1184 - t20.0 80.089' - - 120.0 - - - 4r - 1154 - 1204 no 24' 984 11&0 814 120_.0 80.0 744 117.0 45• - Its.0 - t20A ma - - 27' 95.0 tl&0 81.0 120.0 BOA 744 117.0 24' - _ 115.0 81.0 120.0 80.0_ 744 117.0 30' - IISA 01.0 120.0^ $0,0 744 117.0 2r - 1154 811.0 120.0 no 14.0 117.0_ 3r - 115.0 81.0 120.0 204 744 11710 30' - IISA $1.0120.0 _804 74.0 117.0 38' - 115.0 81.0 120.0 1 804 74.0 117.0 3r or - - It" 113.0 120.0 solo - I � @ WWZ jr _F, L-0 814 120.0 804 744 117.0 38• - IISA - 120.0 80.0 42' �. --118.0 BIA 120.0 80.0 744 117.0 39' IISA - _ 120.0 80A_~ N 45' - 115.0 BIA 120.0 80.0 744 117.0 42' - 118.0 - 120.0 80.0 - - N jy _ 4 .. 48• - 115.0 81.0 120.0 20.0 - - 24' - 11&0 $1A 129.0 $lo 74.0 117.0 $ W n M 51' - 118.0 - 120.0_ 80.0 - 2r IISA IIIA 1204 _ 80.0 744 117.0 54' 1180 - 1201"^ BOA - - � 30• - _ IISA 81.0 120.0 80.0 744 t 174 I 0 2: 8r - ItBA - .-120.0 solo 33' - .__118.0 - 120.0 80.0 }g` �N so' - 118.0 - ..• 120.0 BOA - - 11&0 }10.0 80.0 ! N or 1204 39' tt&O 120.0 BOA 24' 95.0 tt&0 111.0 120.0 60.0 74,0 117.0 24• _ - IISA 181.0 124LO BOA 74.0 117.9 2r - 115.6 814 120.0 80.0 �74.0 117.0 2T - 1i&0 814 I2a0 860 74.0 117.0 30' 1t8A 111.0 120A _ no 117.0 30' - It8.0 814 f2a0 804 - 33' - 1t8A BIA 120A BOA 117.0 33' 108' IISA - 120.0 _80.0 JB' - 118.0 814 120.0 _ 'BB.O 744 117. _ 3' - 11860 - 111" 804 3B` - 115.0 BiA 120.0 BOA 744 117.0 M. - - 120.20 - - 4r - 11510 814 120.0 no 744 117.0 24' - 1154 811,0 120.0 SU 74.0 117.0 pg 45' - 118.0 1 814 _ 120.0 BOA - - 27' - - 115.0_ 81.0 12x0 MA 74.0 117A 120.0 BOA - - 30' 114' _ - 11&0 _ 120.0 BOA - - 9 iiiddd 81' - IISA 120A 804 33'- 118.0 - 120.0 80.0 54' `.. 118.0 - 120.0 204 - - 3s' ... - - ...... - 120.0 804 - - Ot1UC'IRBNfi- 57' - - - 120.0 BOA - - 24' 118.0 81,0 120.0 solo 74.0 117.0 _ A�I�Piarine 24' - 118.0 SIA 120.0 _ BOA 74,0..• _ 117_.0 2r - ti&0 81.0 120.0 80.8 - - ,bb ssA�'��!•J'Pf'7(•A�© - %,¢."i 17' - 118.0 81A 1200 BOA 744 117.0 M. 120- 11&0 - 120.0 80.0 - - i 30• - tl&0 81.0 120.0 804 744 117.0 33• - 1154 - 420.0 solo - --�roW�ntlt` g 33' IISA B1.9 120A BOA 74.6 117.0 SEE SHEET 2 FOR OWING CETAILS. j 38' 7s, - fl&6 814 120.0 804 744 117.0 C.A. 1 39' PE - 1180 $1.0 1204 804 74.0 t17.0 {{ 42' - 118.0 120.0 a" - - J 4S' 118.0 _ • f 204 80.0 { i 48' - 118.0 - 1204... no - - NOTE: $1• ItS.o ,204 no __ - CLASS CAPACMES ON THIS SHEET ARE s; W03-103 54' - - - 1200 - - BASED ON ASTM E13O0-09 (3 SEC. GUSTS). !s!s Ii It�l u � � �✓.�. IIj�.. 'fi �.,....1(1 1 1112 �F»•- =•( WIDTH (W) o Wt AT FRAME JAMB YOTH (W) a W2 + W3 AT FRAME MULLION 2 PRDU0.IC7' WaZWED /�a�vmNYlnDwiO�WoFlutidn . Q� A�d1cHu8Q+dv �6n0 Pt0dn0e1 lteoi drawing no. W03-103 JAMB & MULUON DESIGN LOAD CAPACITY - PSP O1tIZONVIL6 NOMINAL DIME. JAMB TYPE 11' fi JAMB TYPE 'JH' TYPE 'Mt' MULL TYPE 'M2' MUIJ. TYPE $CI' WDtH (W) jrmK HBW Ext.(+) & x4T.(-) .(4) & w4-. .(+) & W-(-) ER.(+) & W.(-) EM.(+) J0• 38' 42' 48' 64• 80' 68' 72• W 120.0 A 120.0 - 12" 120.0_ 120.0 _ _ 120.0 100 20.0_.0 1204 _ 120.0 1 12DA 10010 120.0 120.0 120.0 120.0 120.0 120.0 100.0 120.0 120.0 120.0 120.0 120.0 10010 120.0 _ 1204 120.0 120.0 WOA 120.0 120.0 12MO _ 1200 120.0 120.0- 100.0 120.0 120A 120.0 - 120.0 120.0 100.0 120.0 120A 120.0 1211.0 30• 38• 42' 48' 34' g8• 72• �, t2010 100A 120.0 1204 12010 120.0 _ 120.0 100.0 120.0 120A 120.0 120.0 120.0 100.0 120.0 1204 _ 120A 120.0.100.0 120.0 120.0 - 1204 120.0 120.0 _ 120.0 100.0 120.0 120.0 120.0 1120A 120.0 107.0 _ 12D.0 120.0 120.0 12DM 100.8 120.0 120A 120.0 - 12.0 120.0 _ 120A 100.0 120.0 120.0 120.0 t20.0 30' 38' 42' 48' or 6p' 8H' 72' 12• 12D.0 120.0 -120.0. .. 100.0 10DA 100.0 120.0 120.0 120.0 120.0 _ 120.0 120. 120.0 120.0 120.0 120.0 120.0 12x0 _ 120.0 100.0 120.0 120.0 120.0 120.0 100.0 12@.0_ � 120A 120.0 120.0 120A 120.0 IOOA 120.0 120.0 120.0 _ _12" 12MO IOOA 120.0 120.0 120.0 120.0 _ 120.0 100.0 120.0 120.0 120.0 120.0 30' 38• 42' Or 94' 80' 68' M' 70, 12" 12DA 100.0 I00.0 - _ _ 120.0 120.0 120A 1200 _ 120.0 120.0 120.0 120A I20.0 f00A 120.0 _ -1204 120.0 120.0 . 400.0 120.0 120A 120.0 120.0 120.0 100.0 120.0 1204 1 20.0 _120. 100.00 _ 120A 100.0 120.0 - 12010 120.0 12D.0 100.0 120.0_ 120.0 120.0_ 120.0 120.0 _ 120.0 100.0 63.0 814 30' 38' 42• 54' 80' 86• (((... 188•) 120.0 120.0 100.0 t00.0 120.0 120.0 - 100.0 100.0 120.0 120A 120A 120.0 _ 120.0 100 12D.0 120.0 - -120A 120.0 120.0 t00.0 120. _ IND 120.0 120.0 - .0 120.0 1204 120.0 120.0 120.0 _ _ 120A 100.0_ T 118.2 116.2 1181 1162 _ 120.0 MA - 110.4 110.4 110.4 110.4 38• 42• 48' 84' 80• I1&0 t00A 80A 115.0 115A _ It" 100A 00.0 115.0 115.0 _1150 11&0 _ 11&0 100A 80.0 115.0 11SA 11&0 11&0 100.0 80.0 1ISA 115A 116.0 75.0 1004 �63.0 81A 100.0 - 83.0 81.0 - - - 634 814 30• 38' 48' 54' 60• tISA 200.0 00.0 118.0 118.0 11&0 11SA 100.0 r0.0 1160 tIBA IfS.O _ I1&0 100.0T 11&0 T 118.0 75.0 100.0 BOA - 83.0 115.0 81.0 754 100.0 - H3.0 814 100.0 83.0 81.0 !s!s Ii It�l u � � �✓.�. 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JAMB TYPE 'Jt' JAMB TYPE 18' HVU TYPE '91' UR MTN (19) FRAME REW EXT(+) & OJT{-) EXU.(+) & W.(-) EXT.(+) IM.(-) Q1 30' 30' 42' 48` 84' 80' 88' 72'1 60' 120.0 IOU 1204 120.0 _ SODA 120.0 _120.0 1004 120.0 - -140j) _ 120.0 _ - 120.0 120.0 IOOA _ 120.0 120.0 _ toot 120,0 120.0 100.0 120A _ _ 120.0 100.0 1204 JO' 38' 42' 48'�" 54' 60' 90' 72' 1 1204 100.0 120A 120.0 100.0 1204 120.0 to" 120,0 120.0 100.0 120.0 1�.0 100.0 120.0 _ 120.0 100.0 1204 _ 1204 _ 1210 MOA 120.0 30' 35' 42' 48' 54` 80' 68' 72' M• 120.0 IOOA 120.0 120.0 IOU 1204 t2ttA 100.0 120.0 120.0 100.0 -- 120.0 _- 120.0 100.0 _ 120.0 -� 120.0 1�A 120.0 1200 t00A 120.0 •120.0 100.0 1121) JO' 38' 42• 120.0 120.0 100.0 120.0 120.0 toot -- 120.0 120.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 3r 30' 4r W 54' 102• 120.0 120.0 120.0 120.0 - 120.0 120.0 120.6 120.0 120.0 120.0 t20t 120.0 3Y 36' 42" 48' 54' 1011' 120.0-- 120.0 120.0 120.0 120.0 120.0 1204 1204 120.0 120.0 120.0 12" 120.0 _ _120.0 120.0 120.0 120.0 1204 3(t j' 42" 48' 114' 120.0 _T. 120.0 120.0 120.0 120.0 1_20.0 120.0 120.0120.0 120.0 3r 38• 4r 43' 120` 120A 120.0 IND 120.0 120.0 1 120.0 120.0 120.0 120.0 -w1 120.0 120.0 120.0 31" 42` 128' 120.0 120.8 120.0 120A 12OA 120.0 120.0 --i-28A 120.0 120.0 112.0 112.0 120.0 120.0 120.0 120.0 120.0 120.0 48'�, 12&0 -,_ 100.0 120.0 120.0 120.0 120.0 64' 115.0_ IOOA - 120.0 toot 1200 1204 120.0 120.0 BD" _ 11&0 _ t00A - 7&0 IOOA - 120.0 _^ 100.0 113012" ........ 12&0 120.0 88' Ilb.IOOA - 115. T 100.0 •• 120.0 100.D 1035 110.2 --_ 110.2 63.0 120.0 100.0 T-. 7810 - 6310 0310 IS" _110.2 BID 72' 63.0 30' 115.0 100A - _ 120.0 100.0 t20A 120A 120A 120.0 30' 100A - 1240 100.0 120.0 120.0 120.0 120A 120.0 100.0 Y �^ 1204 120.0 120A 120A 42' .8310 120.0 _ IODA 120.0 1204 _ 120A 120A 48' 94 84' 87.4 - 120.0100.0 ... 8310 109.1 118.0 _ 115.0 115.0 60' 120.0 M0.0 O&2 - 98.2 86.2 118.2 66' 120.0 MA _ 88.2 89.2 89.2 88.2 30' 11&0 100.0 .80.0 115A 1184 11&0 38' 11&0 100.0 80.0 SINS 115.0 115.0 42' tt&O 100.0 solo 1f5D118.0 115.0 48' OO' 11&0 M0.0 80.0 1t5A�-- 115.0 115.0 7510 _ 100.0 - - &1A 81.0 54' 60' - 100.0 _ 03.0 81.0 88' _-_ 83.0 81.0 30' 11&0 100.0 80.0 115A 1154 115.0 115.0 100.0 _ 80.0 115A 115.0 118.0 36' 42' 48' 88' 11&0 TSA 100.0 100.0 Ko 80.0 115.0 - 115.0 63.0 115.0 81.0 7810 IDDA _ - _ - 63.0 81.0 54' 80" - 100.0" - it n W n JAMB At MUILION DBWON LOAD CAPACITY - PSV WRN MRMEMATE HOR120MALS TYPE 'JI' JAMB TYPE 'J8' MULL TYPE 'Ml' MOW. TYPE 'MB' MULL TYPE '111 F) &BTL(-) EXF.(+) & OTT{-) Exr(+) & BUT.(-) INTO) & W-0 EXIO) IM.(• 115.0_ IOOA - 7&0 6310 81.11 _ _ 118.0 T �100A - 7810 63A B1A _ 11&0 _ t00A - 7&0 IOOA - 7&0 MIS 63.0 6310 B1A 8110 100.0 _ 63D 8110 Ilb.IOOA - 115. T 100.0 •• 7810 75.0 6310_ 63.0 81.0 814 118.6 1004 - _ 75.0 63.0 BID 7510 100A - _ - - - 7810 - 6310 0310 _ 8110 BID 11810 100.0 75.0 63.0 BID 115.0 100A - 7&0 8.1.0 Bio 78.0 100.0 ..T. 75.0 -• 6310 BID 100A - 63.0 1 BID 115.0 100A 7510 63.0 SIA I Me MOA -^-- � 75.0 63.0 BID 7&0 took - 7810 .8310 Eli O&2 63.0 81.0 115A - MIS 8310 81.0 87.4 - _ 7510 8310 &11) JAMB TYPE 'JI' JAMB TYPE 'J8MULL TYPE "MI' xW& m 'MD' M0L6 TYPE 'IIS' CNVERMEOM NORIZOMIALS Jill 'll . ' W1 1 12 1 193 i WIDTH (W) - W1 AT FRAME JAMB WIDTH (W) m W2 + W3 AT FRAME MULLION 2 PRODUCT' BBNfNNFID as wmPlyft YMh MM FIWWU 608dinscO& 12 1 -1 '1 p 9as Olt®ntl7ada mductCor&o1 1 drawing rw W03-103 Wheel 5 Of 9 11 ANCHOR DESIGN LOAD CAPACITY - PSP ANCHOR DE810N )AAD CAPACPTY - 1'f 2 ANCHORS 0 EACH BIDE OP JAMB OR MULL 3 AMORE 0 EACH 1411E OF JAMB OR MULL 9 ANCHOMB 0 PACU SIDE OP JAMB OR MUIL 3 ANCHORS 0 EACD SIDE OF 1A148 OR MOM. 9p� 3/B" HAY. BHIU 6/6" MAX. SHIN SPA 3/0' MAL 8111M SPACE 8/8' MAX SHIM SPACE G/8• MAL SHIM SP B/0- MA%. AHIH SP8/8" MAX IDDM SP 8/11• MAX. SHIM SPACEBY NOMINAL DIME. TYPE 'A' APE 'D' vwx 'A' TYPE 'Lr TYPE 'A' TYPE 'D' TYPE 'A' TYPE 'li NOMINAL DIMS. TYPE 'A' TYPE 'G' 'TYPE 'A' TYPE 'B' TYPE A' TYPE V TYPE A' TYPE '8' YAOIH (W) fBAW IBNitY Ems' (+) E70. (+) . (+) M. (+) W. {+} EXT. (f) EXt. (+) EXT. (+) mm (6) FEW NEW EXT. (+) EXT. (1) EXT. (4) EXT. (1) C%t. (4) EXt. (t) EXt. (+) EXT. (t) Q ITB. -) - HO. -) INL - 2G, (-) INT. (- Im. (-) 8R. (- W. (- INT. -) WT. -) INT. - W. - _- -) 118. (-) 81T.(-) 30' 1204 .0 120A 112.8 120.0 1211. _120.0 120.0 30' 120.0 _95_.9 120. _ 66.4 120.0 120A 1204 98.8 Q 36' 120.0 120. 120.0 84.0 120.0 1204 1204 _ 1204 38' 1?0.0 T78.B 100.8 55.3 120.0 119A 1204 82.9 d�+ 42" 120.0 _ 1184 120.0 80.6 1204 120.0 120.0 1204 42" 102' 120.0 BBA 66.3 474 t20.0 102A _ 1204 71.1 48' 60' 120.0 1_010 _ 1220.0 70.$ _ 1204 1204 _ 120A 105.7 40' 100.2 $9.9 75.5 41.5 120A 89.9 113.2 62.2 �, 0: 84' 120.0 90.8 114.0 _62,7 110.0 120.0 120.0 84.0 $4' 97.! 83.3 87.7 36.8 1204 78.8 1009 60' : 1204 81,5 1029 56.4 1204 120.0 120.0 _84.6 30' 1204 90.8 114.0 62.7 120.0 120,0 /20.0 84.0 GG1l 68' 120.0 74.1 03.3 81.3 1204 _ 1112 t20.0 78.8 36' I20A 75.5 954 52.2 120A 113.3 120.0 78.3 Q 72' 1204 674 85.8 47.0 1204 101.0 120.0 70.8 42" 108'117a 64.7 _ $1.5 _ 44A _ _ 120A 97.1 120.0 87.1 �gg 30' 120,0 120.0 12o.0 102.5 1204 120.0 120.0 120.0 46" 1032 $8.6 71.3 39.2 -120A 849 1089 58.7 3 36' 120.0 120.0 120.0 85.8 120.0 120.0 120.a f20A 30' 120A 85.8 108.0 09.4 120.0 420.0 120.0 894 42' 120A 105.9 120.0 73.2 _ 120.0 1204 1 120.0 1089 36"114' 120.0_ 71.5 80A _49.5 _ _ 120A 107.3 120.0 _ 74.2 ! (i 48' 120.6 92.6 116.6 64.1 1204 120.0 120.0 "A 42' lit'? 61.3 772 ^ 42.4 120.0 GLO _115.7 63.6 54' _120.0 82.3 10_3.7 _ 57.0 120.0 120A 120.0 85.4 49" 87.7 83.8 87.5 37.1 f 120.0 80.5 lot.3 $5.3 - �' 1204 74.1 03.3 51.3 _ 120.0 _ I1 t E _ 120.0 76.9 3' 120.0 _ 81.5 to" 56.4 120.0 1104 120.0 84.8 66' 120.0 87.4 _ _ 64.8 40.6 120.0 101.1 t26.0 $0.9 36"_ 120.0 67.8 85.5 47A 120.0 1019 120.0 70.$ 71' 1126 819 77.8 42.7 120.0 92.7 11&8 84.1 4Y T20' 108.1 58.2 73A 40.3 1704 _ VA _ 1099 60.4 v JO' 120A 120. _ 1204 94.0 120.0 12" -,. 110.0 120A 411' 92.9 $Y0. 643 35.3 120.0 763 98.2 52.8 38' 120.0 113.2 120.0 78.3 •1204 1 120.0 120.0 117.4 30' 120.0 1 77.6 979 53.7 120.0 118.5 1204 $0.5 1 42' 1204 97.0 12010 87.1 120.0 120.0 120.0 100.7 38' 128' 117.9 84.7 8i. 44A 120.0 97.1 1244 87.1 48" h' 1204 84.8 106.8 a" 120.0 128. __120.0 � BLI 42' 101.1 05.$ ��8 _ 30.4 120.0 83.2 104.7 _ 57.$ 54' 120.0 75.8 9560 52.2 -• 120.0 113.3 120.0 78.3 _ 48" �.4 ^-AB.S �--51.1 - 33.8 I!Z 729 81.6 50.3 "+ 60' 1204 67.9 - _ -B5. 47.0 120.0 101.9_ _ 120.0 70.8 68' 112.5 $I s 77.8 42.7 120A 92.7 1189 84.1 aff(IM D)4VE howoms _ � N 72' 103.2 b8.e 713 38.2 120.0 849 10&9 3&7 _ N ^ N 30' _ 120.0 120.0 120.0 869 1204 120A 120.0 _120,0 JB' 1204 1049 120.0 72.3 12" 1204 120.0 108.4 _ $ 42' 120A _ 894 112.6 82.0 126.0 1104 120.0 02.9 17 --- .. 7- Ir 48' 76" 120.0 78.4 98.7 042 1204 117.8 120.0 81.31204 89.781.1 48.2 120.0 104. 120.0 72.J80' IUJ 62.7 I9.0 43.4 120.0 94.1 118.4 65.0lOJ.9 67.0 719 38.4 1204 85.5 IOU$ 50.1 1 1152 52.3 1 659 38.2 1 120.0 70.4 90.7 54.2 30" 1204 ^ .118.5 1204 80.8 1204 1204. _ . 120,0 120.0 -. .... 36' 1211.0 97.0 1204 67.1 /10.0 120.0 t2o.0 100.7 y 42' 120A3 104.7 57,6 t204 _ 120.0 120.0 86.3 - Wt 192 Y/3 e 48' 84' 1204 72. 819 60.4 - 014.7 1092 125.0 T5.8 1179 7 - 619 44.11 120.0 97.1 120.0 67.1 WIDTH (Y/) m W1 60' 10&1 86.2 73.3 40.3 120.0 87.4 109.8 _ 60.4 AT FRAME JAIMB 3• "+ � � 9 a 66" 98. 82.8 BBB 36.8 1201 711.4 as $4.9_ T2 + W3 B" 1204 _ tCS.7 120.0 75.2 1204 1261 _ 120.0 112.7 AT FRAME (MUUA4 a 8' 8" 8' 311" 120.0 00.0 1144 82.7 120A 12DA 120.0 04.0 B' 42' 12M 77.8 872 - 83.7 120.0 _ 118.6 1 12LO 80.8 48' 80' 120.0 _ 879 BS.S 47.0 1204 1019 12ao 70.5 TWO ANCHORS AT EACH SIDE THREE ANCHORS AT EACH SIDE y m T $4• 1104 G.4 784 _ 41.11 120.0 99. 114.6 62.0 OF MULLION OR JAMB OF MUWON OR JAMB 80' BBA 54.3 68.4, 37.6 120.0 Btb 102,8 58.4 1 JAY n AHY D ggj 30' 120.0 ro1.9 120.0 70. 1204 1294 120.0 105.7 PAP:pyL i 39• 1204 Ba.9 tCag 58.8 1204 1204 120.0 Bat t'� PE 1 $ I 4Y 110.0 72.8 91.6 50.4 12" 1092 _ 120.0- 78.5 PRODUCT XEINMVIN) CAA ^ ' E 4W 86' ---11&1 4&77_ Baa 44.1 120.0 95.6 120.0 88.1 ascunHOTDw td6P10dds �8 64' 1032 589 _ 7fa 39.2 __ 12 . e4.9 IOSA$a7 Du(tdinGco[le Ace:INmxot4o� Z� �"I' _ 60' 929 514 - 642 J5.3 120.0 78b 86.2 829 DttlO ^ �W03 w 110. Q' . 1! a 0 a Iw 0 s A4 Q AOA °. °1YWCAL ANCltORS� •*!. ELEY. FOR SPACR4O TMPMA•AbCtIM IdETAL STRUCTLAtE SEE ELEV. FOR SPAC@LO qa- LON. TIACIMSS METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4• H" KWIX-CONS (iv -163 KSI, Fyd157 KSI) DIRECTLY INTO CONCRETE 1-518' MIN. EMBED INTO CONCRETE �(t• MITI WM-FLEX SELF ORILLN6. SCREWS .-W M Fym I2O KSO STEEL 1/8* THK. Fv _ sa kcl �dU1MMUb1 1 THX, MIN., (6OD3—i8 WN.} "CSTE)D-1tONTACF YVIFH ALUMINUM TO BE PLATED OR PAINTED) i INTO CONCRETE2W---3r4"--MN. /MIP 11410 IWEIAL WTURE - 3 4° MIN. CONCRETE f'o a 3000 PSI MIN. MASONRY Vat m 160 PSI MN. S .A .ANTS: ALL FRAME CORNERS AND MULLION SEAMS SEALED WITH SILICONE. PRDDucw' X132 08 °'O .<. ACLU �o1'w.. y�C •1 fly:.. Jv1U�wi�Ae ra1eN(• di—ing no. W03-103 TYPICAL SEE � STEEL BAR KINTORCM10 OPTIONAL ro4mtj we FOR CAPACITY SEE SHEETS 3 AND 3A FOR CAPACITIES STEEL TO BE PANTED OR PLATED MV. TB AND SET IN MULLION CAM WITH SILICONE t' SIUM METAL STRUCTURE Q SEE CHART BELOW SEE CHART SLOW 1/8' MR THICKNESS C� . " ANCHORS g O 4 O MAK. 99M a TYPSEEICIO AMCHOAS SEE CHART 1$10Y1 C"I BELOW D I0 a a l7 f 4 - n IT4 11 TYPICAL A OWES SEE CHART BELOW D.L. OPO. D.L m+D. FOR CAPACITY W tal 0 FIWdE IYOTN a 4 EXTERIOR JAMB WITH FRAME ANCHORS N t� SM :i =z � 0 lt'JIQ WITHOUT C � ANCHORS a N m S C. ClA 7 8' O.C. MAX ANCHOR SPACING I > DESIGN LOAD CAPACITY 4 120 PSF --. .. �'. • ° > ° >—_..—_.... 5/8' MAX SHIM SPACE 1 > t• A _ _ - -- _ ° = _ - _ = _ d se ps Eugr: JA AMVM y 4 a lvfX J/4' e R E s S OJ; OPO. D.L OPO. C'A'1'I• AT 19' O.C. a L - %tomar RBNGWBU MPI. & MAX FRAME YAOTH _ & MAIL _ FRAME tYIDTN mr�00 � �3•�� �vM ro� g O o. CAP SP HONE Afit'.N1w i, L1Mn '2 0 2 � +' 09 DPTION& JAMBS WITHOUT FRAME ANCHORS DOW CORNING Tao % NI03-9_03 MIN. GAP 4 0.0042 X FIUME MT. l!TTpp��''� 4 2 f. �nl MAx. OAP a 0.750 ML M15 tiD l � 'i i�. i ,..I %. •,`l sheet of 9-} JAMB ANCHORS DEIGN LOAD CAPACITY -PSR tY O.C. tdNL SPACING t/A° MAX ta1D1 SPACE 0/8> MAX SPACE 0/B' MAX f SPACE TYPE 'A' TYPE '0' TYPE 'A' TYPE •8' TYPB 'A' TYPE 'B' armTx (0) INT. I�j W. ��j INT. ��) MT. �i) W. ��) Mr. � ) Jr 120.0 120.0 120A 120.0 110A 120.0 38' 120.0 120A 120A 120.0 120.0 i 17A 42' 120A _ 120.0 _ 120.0 _ t�.0 120A IOTA 49' 120a.OMA 0 110.0 110A 120.0 110.0 88A a4• 1 2ao taoa It3.o 120.0 71La eo• 1 10.0 420A 93.0 117.0 81.0 72' 120.0 120.0 _ 120.0 85.0 107.0 FAA -- r IR5D _z .379 J25 Xf 3.000 Q) A?90 GLAZINO RETAINER HEAD/SI .B7F t L730 J, SNAP -IN COVER MADAILL 4398 V FRAME III tB9 p- 1 li 0 960 040 ASO 7U SNAP -LIN GONER JAMB 105 MALE MMLION al 1-1.397-1-1.1 ALT. FRAME JAMB I .129 3000 .260 GLAZING RETAINER HORIZONTAL GLAZING RETAINER JAMB JAMB 2 X No. PART NMNBER Assam AEBCHIPMN MATERIAL DIANP./68PPIdSR/RBHAR%t _ _ 1 FXM-04 AS REQO. FRAME HEAD/SBL 6083-76 ALUMAX OR COM. -on 2 FX346-06 AS READ. MAZM RETAINER (HEAD/6111) 6063-15 ALw" rww _ _ _ 2A FX346-013 AS REQ6. MtAZOW REMKR (MB) 60&1-T6 ALUMM OR MUM ^ - 28 nQO-05 AS READ. MAIM KMMR (NOPoZCNTAL) 6083-76 ALUNAX OR EQUIV. O S FX348-08 AS REOD. -- FRAME MM 6083-76 ALUM OR EQUN. m FX345-012 AY REQD. ALT. FRAME "a 1 6083-16 ALWM ON EgUN. so FX343-0B AS REOD, ALT. IMME A-8 2 6063 -TB- ALUWJC OR EQM 4 M441 AS READ. FEMALE UWLRXA ... 8083-16 ALUM OR EQUN. J 6 FXJ46-42 AS REQO. MALE MALON 0083-T8 ALUM OR EQUN. � s 6 FXJ46-07 AS RM SWAN COVER HFADMU 8083-T5 ALUM OR EWA. Q 7 24 IMI! AS REQO. _ SRAP-BI COVER JAMB `- SBS -T6 ALUM OR_EQUN. (i _ B VN -8216 AS W.W. WMCE CASXET vm wuww Q two. 1/2. OFFSET CASH UTE I SEWN BLM M (3/4- X A SEALANT 0M1t CORN= BBB PE - _ M00 SERIES Q KNri wmm „� - VIN& - 4 14-) KCPWM LOTS: -� Ifi _ SIUOMtE e1 X J7 STEEL MCONED IN PLACE G •--_ / 12 X 1-1/4' HU SM (�= i� / W tat y� Z W t` M ani lJ g ? � C4 oz p2{a3tlt.1'RfiNB�\,'Hf?` .. FM PC / 70.102 CAN.. b9SB CJS CORNER .s f ). !.i aI'l drowinq no. W03 -103J sheet 0 of r1 i►HAAH-DADE COUNTY, Fl ORWA PRODUCT CONTROL SECTION 11805 SN 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted' has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in MiamirDade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section tin Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION.- Series "RS--240KAluminum Sliding Glass Door - L.M.T. APPROVAL DOCUMENT: Drawing No. W03-101, titled "Series - R8240 Alum. Sliding Glass Door (L.M.I.)", sheets 01, 02, 03, 04, 05, 06, 06.1, 07 and 08 of 09, dated 11/10/03 with revision "F" dated 10/10/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E, bearing the Miami Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. REVISION 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. ADVERTISEMM: 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 Iiia job site at the request of the Building Official. This NOA renews NOA No. 12-0618.06 and consists of this page. I and evidence pages E-1, E--2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D: Gascon, P. E. ASISOMMINNEft NOA No. 13-1112.05 h1f M SAD` C u TY s� ` Expiration Date: June 24, 2019 Approval Date: December 26, 2013 Page 1 RC Home Showcase,,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0618.06) 2. Drawing No. W03-101, Sheets 01, 02, 03, 04, 05, 06, 06.1, 07, and 08 of 09, titled "Series — R8240 Alum. Sliding Glass Door {LMI)", dated 11/10/03 with revision "F" dated 10/10/13, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air -Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL-5868, dated 08/09/11, signed and sealed by Marlin D. Brinson, P. E. (Subndtted under previous NOA No. 12-0618.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Tess, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203--94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FT"427, dated 12/13/07, signed and sealed by Carlos S. Rionda, P. E. (Subinilted under previous NOA No. 09-0324.92) 3. Test reports on: l) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FT"428, dated 01/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 054815.15) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.05 Expiration Date: June 24, 2019 Approval Bate: December 26, 2013 E-1 RC Home Showcase, Inc. NOTICE QF ACCEPTANCE: EVIDENCI.+d SjMhffiaED B. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBG, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.21, and TAS 202-94 along with marked—up drawings and installation diagram of the aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Inc. Test Report No. FTL--3825, dated 07/16/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 04-0401.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared • by Al—Farooq Corporation, dated 05/31/12, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NDA No. 12-061&06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to EI. DuPont DeNemow-s & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGIas* Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by Al—Farooq Corporation, dated 10/15/13, signed and sealed by Javad Ahmad, P. E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State, Division of Corporation, Sunbiz document dated 10/11/13. 3. Asset purchase agreement dated 10/01/13, signed' by Mr. Manuel A. Kronfie— Kozhaya, Mr. Henry F. Kronfle—Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and Ms. Nancy Vias. 4. Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries, Inc., dated 10/30/2013, signed by Raul Casares�Pressident. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.05 Expiration Date: June 2d, 2019 Approval Date; December 26, x013 E-2 RC Home Showcase. Inc. NOTICE OF ACCEPTANCE: EVIDMCE SUBMITTED F. STATEMENTS (Cownwu) 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter, the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan, the Secretary of State. 7. Laboratory compliance letters for Test Report No. FTL-5868, both issued by Fenestration Testing Laboratories, Inc., dated 08/09/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 12-0618.06) 8.. Proposal No. 08-1473-R issued by Product Control, dated 05/20/12, signed by Ishaq Chanda, P. E. (Submitted ttnderprevious NOA No. 12-0618.06) 9. Laboratory compliance letters for Test Report No. FTL--5427, both issued by Fenestration Testing Laboratories, Inc., dated 12/13/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09-0324.02) 10. Laboratory compliance letters for Test Report No. FTL--4428, both issued by Fenestration Testing Laboratories, Inc., dated 01/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-0815.15) 11. Laboratory compliance letters for Test Report No. FTL -3825, both issued by Fenestration Testing Laboratories, Inc., dated 07/16/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 04-0401.03) G. OTHERS 1. Notice of Acceptance No. 12-0618.06, issued to R.C. Aluminum Industries, Inc. for their Se17es "RS 240" Aluminum Sliding Glass Door — L.M.I., approved on 08/23/12 and expiring on 06/24/14. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-4112.05 Expiration Date: June 24, 2019 Approval Date: December 26, 2013 E-3 DESIGN LOAD CAPACWY - 5/32' TELL'. GLASS PAFBI WDill acm WOR 6808 ams GIALIB GIASS TYPE 'A TYPE '8' LASS 1'E 'C' EXT. (+) WT. (-) INT. (-) I EM. (+) W. (-) 30 36 d> �,Pi" 56-1/2 00 86 f\./% 80.0 80.0 80.0 _ 80.0 _ 80.0 80.0 _ 80.0 80.0 80.00 a"BD.o �M 80.0 B0.0 60.0 80,0_ 80.0 80.0 76,4 y80.0 73.4 73.4 _ 58.8 30 36 42 48 54 55-1/2 Bo 86 95 80.0 80.0 80,0 80.0 80.0 600 _ BAo 80.0 60.0 _ 60.0 80.0 80.0 .60.0 80.0 80.0 80.0 BOA 800 BOA 80.0 73.4 73.4 75.4 30 36 42 48 54 56-1/2 40 102 80.0 80.0 ODA _ 80A BOA 40.0 BOA 80.0-� 80.0 -- 80.0..- 40.0 - 800 80.0 80.0 80.0__ 80.0 80.0 80.0 80.0 80.0 -- 30 38 .. 42 48 54 58-1/2 40 toll 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 BOA 80.0 80.o _ 80.0 _ ODA `eoA. .. 80.0 Bao 80.0 40A -80.0-, 1 mm, N0. ART Nuum 5/32' TELL'. GLASS DESCRIPTION 'LASS MANF./SUPPLIES/RBMA= t 24COM-038 AYER FRAME HEAD TACITE' PVO OR NSRY6TAS'EMP. - ---�-� LASS 24WST-039 1 .__ FRAME SILL ANG 705 �M J f 24WST-042 2 FRAME JAMB (ANCHOREO) 6083 -TS mm, N0. ART Nuum QUANTLTY DESCRIPTION MA79MA6 MANF./SUPPLIES/RBMA= t 24COM-038 1 FRAME HEAD 6005-15 - ---�-� 2 24WST-039 1 .__ FRAME SILL 8005-T6 - 3 f 24WST-042 2 FRAME JAMB (ANCHOREO) 6083 -TS - 3A 240051-073 2 FRAME JAMB (EIEC S1ANpN90) _ 4005-675 - 4 2400ST-026 1/MOV, PANEL MOVING HOR12. WET, RAIL 6083-T8 - 4A 2400ST-074 t/ADV. PANEL ALTERNATE MOVING HORI2. BGTT. RAIL 6063 -TB - ......_. 8 240057-029 1/FI%, PANEL FIXED, HOR¢. 8017. RAR.8063-TB - - -�a 240ST-028 11W PANEL TOP MGM RAR. 6063-T8 -- 7 2400ST-027 I/fM PANEL_ TOP FOLD RAI. .. _ 6063-T8 - 8 240057-024 1/FOL PANEL JWB FIXED SME OO63-T6' - 8 24COST-022 1 JAMB t1%. STILEfLAdO STILE 6083-T8 - 10 240DM-041 1/ PANEL INTERLOCK 8063-78 I I 24OW-026 5 MEETING STILE 6093-T8 - 12 24OW-012 1 _ THRESHOLD COVER 6083-76 - 13 24004E-011 - SILL TRACK ANCHOR SOD8-75 B' LONG 14 2400ST-019 1HEAD COVER 6063-76 - IB 2400ST-031 • 2 SILL TRACK PLATE (5-1/4' X Ile X 6' LONG W81 -TB AT EACH END 15A 24COST-031 3 SRL TRACK PLATE (8-1/4' X 1/4' X 10' LONG 6061-18 AT 1WERLOCK/ASTRAQAL STILES 16 240031-032 - Mia RAS. TNBLEMOLD SEA. ...___.-. 8063-75 0' LONG 17 #10 X 1/2' 2 WEATHERSTRIP FASTENERS - - 18 V-027 eR.B W'STRIPP7NG VRM FP -712 PROTOTYPE _- 18 BV -2310 - _ FLAP WEATHER SEAL VINYL wmORG 20 V-025 - BULB W'STRIPPING VINYL FP -140 PROTOTYPE 21 W31285NK - _ FON PBEiPSTRIPPING - ULTRACAB 22 025WCl70 - Q-LWN W STRIPPMCi - S06.E90. 26 100-7101 2/MOV. PANEL TANDEM WNE8. ASSEMMY - WORLD D0. PRODUCTS 8RL 27 10-COISMU _ 1 STANDARD SLIDE SET LOCK - - WORLD IND. PRODUCTS ONFL.. -. 28- 1 LOCK KEEPER - - _..29 ._ ...__ - DOOR BUMPER - 1' OM X 3/4' LONG. 30 24009T-040 AS REOD. INSIDE SCREEN TRACK ... _ 8883-76 - --•--- 31 #10 X 1-1/4 2/ PANEL PANEL. ASSBK SCRL:7S _ STAT 32 110 X 1-1/4 _ 2/ CORNER FRAME ASSN. SCREIVS _.. .. ST/ST - 33 - 2 4-1/4' % .080' X or LAND PLATE. AWL164UM AT FRAME MM BOTTOM 34 - 8/8' % 1-1/2" X .1' PLATE 0 LOCK ST0.E BOTTOM ALU►ONRIM FASTENED WN 8S X 1/8' FH Ste_ _ 35 _ V-0811 AS REM OIASS amour - .. PVC W SEQMENTS 36 P-045 AS REDO. OIAZOW INSERT 1800 PLO - 3/16' NEAT STREW'D CLASS 090 INTELBAYER OUPOW 'BUTApii' PO OR y� OUPONT 'SENTRYOLAS' / J/18" HEAT SiREN'D 0{ASS ' (BRJCAHE �CORNM c7�91 j TEMP. GLASS 3/8' AIR SPACE 0/37' HEAT STREH'0 GLASS .090 WTEIBAYER CUPONT 'SUTACITE' PVB OR ouPONr 'BENTRYDLas' 5/32' HEAT STREN'D CLASS SUCONE �\\rCORNING 7995 OPTIONAL FOR CLASS TYPES A k 'C' NOTE: GLASS CAPACITES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 'araviiAg�rw. W03-101 30 38 42 48 54 5a -t/2 60 88' DESIGN LOAD CAPACITY - PSF _ 80.0 80.0 0 0- MAX. 8111M SPACE 80.0 80.0_ 2 ANCHORS B ANCHORS 4 ANCHORS 80.0 80.0 AT JAR ENDS AT JAMB P.I10S AT JAMB EN08 70.1 6315 80.0 80.0 80.0_ - 4 ANCHORS 6 ANCHORS 6 ANCHORS 80.0 AT MW ENDS AT STD.6 BNOS AT STDG ROS 80.0 ANCHORS ANCHOR ANCHORS ANCHORS ANCHOR ANCHO 80.0 80.0 _ 80.0 1 80.0 80.0 AER C A&B C A&D C IR KOW mots EXT. (+j EXT. (+) MT. {-j W. (-) EXT. (+) EXT, (+) INT. -) INT. -) EXT. {+) OJT. {-) EXT. { M. 30 38 42 48 54 5a -t/2 60 88' 1 SO 1 _ 80.0 80.0 80A 80.0 80.0_ 80_.0 80.0 80.0 80.0 80A 80.0 fta 80.0 80.0 - 80.0 80.0 80.0 80.0 80.0 B0.0 74.7 80.0 80.0 _80.0 .3 86.4 _ 80,0 _ 80.0 ANCHOBS A&0 70.1 6315 80.0 80.0 80.0_ - 80.0 88,0 59.8 _80.0 80.0 80.0 • 00.0 $4.3 80.0 BO.O 80.0 80A 80.0 30 36 42 48 54 56-1/2 60 66° 90 80.0 80.0 BOA 80.0 8_0.0 80.0 80.0 80.0 _ 80.0 1 80.0 80.0 80.0 78.8 71.1 _ _ 80.0 80.0 80.0 68.8 62.3 80.0 80.0 60.0 80.0 80.0 61.1 55.3 840 80.0 80.0 _ ` 80.0 58.4 52.6 80.0 70.3 80A 80.0 55.0 49.6 80.0 74.7 80A .....50.0 45.3 75.0 67.9 80.0 80.0 80.0 30 38 42 ' 48 54 56-1/2 60 ; 102 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.1 80.0 80.0 80.0 80.0 _ 73.9 67.0 80.0 80.0 mo ` 04.7 58.8 80.o 80.0 80.0 ~_ 80.0 57.5 82.1 85 78.1 80.0 80.0 55.0 49.8 804 74.7 80.0 80.0 51.8 48.9 77.6 743 840 80.0 30 38 48 54 56-1/2 60 toe 80.0 80.0 80.0 _73.8 840 80.0 BOA 80.0 - 60.0 80.0 $0.0 00.042 09.8 83.2 BOA 80.0 80.0 80.0 61.1 55.3 _ 80.0 ao.0 60.0 54,3 49.2 80.0 73.8 60,0 51.8 _ 47.0 77.9 70.5 80.0 80.0 80.0 80.0 48.8 44.3 73.3 88.4 80.0 80.0 ODA 64.0 12" MAX. SHIM SPACE 53.2 47.3 47.8 - 42.8 2 ANCHORS AT JAMB ENDS 3 ANCHORS AT JAM EROS 4 ANCHORS AT MO MS 4 ANCHORS AT STILE ENDS 6 ANCHORS AT WH.E ENDS 8 ANCHORS A7 STILE ENDS ANCHOR A & B ANCHO&4 C ANCHOBS A&0 ANCHOR C ANCHORS A & B ANCHORS C EXT. (+) W. (-) EXT. (+) INT. -) EXT. (+) WT. (- EXT. (+} INT (-) EXF. (+} INT. (-) EXT. (+) INT. (-} 80.0 80.0 80.0 80.0_ 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 77.5 69.6 80.0 80.0 80.0 60.0 67.8 60.9 80.0 80.0 80.0 80.0 60.3 54.1 80.0 80.0 80.0 80.0 57.6��- 51.7 80.0 77.6 80.0 60.0 54.2 _ 48.7 _ 80.0 73.1 80.0 _ 80.0 49.3 44.3 74.0 66.4 80.0 80.0 80A 80.0 80.0 80.0 80.0 80.0 75.3 67.7_ _ SO.o 80.0 60.0 60.0 _ 04.6 _ 58.0 80.0 80.0 80.0 80.0 56.5 50.2 50.8 45.1 80.0 75.3 76.1 87.7 80.0 80.0 80.0 60.0 48.0 43.1 72.0 84.7 60A BOA 67.6 60.9 80.0 80.0 41.1 36.9 61.6 55.4 00.0 73A �- BOA 76.4 80.0 840_ BOX 80.0 70.9 63.7 80.0 80. 0 - 80.0 80.0 ODA 64.0 80.0 53.2 47.3 47.8 - 42.8 79.6 T0.8 45.2 40.6 67.8 42.5 38.2 63.8 804 72.2 80.0 87.0 60.1 80.0 57.4 51.8 80.0 50.2 45.1 75.3 44.6 40.1 67.0 42.7 38.3 64,0 40.2 36.1 80.3 80.0 80.0 60.0 ". 7171_6 63.7 80.0 So.0 - 2D.0 ^.80.0 60.9 80.0 80.0 57.3 80A 78.4 80.0 80.0 80.0 80.0 00.0 80.0 77.3 80.0 80.0 67.7 80.0 80.0 60.1 80.0 80.0 57.6 60.0 78.6 54.1 80.0 72.2 PRcnulcTlcBNPAven rocanplWnSrAhilm1�10."k� Sn6t1h41Cadu %} ' Aa�cptouceNb ,,j� � Bav}t��3� HMINA Cm�N 4" F TY WAL AMHORS IN CLUSTERS Z F d �+4 Pat 0 MTG. STILE & INTEM= ENCS Q , SEE SHEET 3 FOR GlIAI4TITIES LOCKS ' IBY XQGE 00, WDDD ETUCK INDUSTRIAL PRODUCTS' AT 41-1/2" FROM aOTTOM WITH KEEPERS AT LOCK POSITION. e W2 - Y/a" NOTCH AT EACH ENO 21 mL _----ni D O� 0 v 19 Etc + err SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND Z F d �+4 Pat IIFADS OF ANCHOR SCREWS AT SNA TO EBF. SEALED WITH Q , WHITE/ALUM COLORED SEALANT. LOCKS SURFACE MOUNT THREE PLY HOOK LOCK BY 'WORLD INDUSTRIAL PRODUCTS' AT 41-1/2" FROM aOTTOM WITH KEEPERS AT LOCK POSITION. �a W1 0 2-1/2" WEEP NOTCH AT SILL CENTER W2 - Y/a" NOTCH AT EACH ENO — aavAa Ars PWmO & wmaEO FSA t4 d STRERGTN GROUT CAM. 5000 PSI 11m. a T Or RO HONE SHMASE e.a 7.*/,.,4" 'd ° a _ g ed ' GADS TOO STRUrYUK <S4 OI.UST� S4 a o � r IN CLUSTER 4 X 3/4' SCREMIS ® MIG. STILE & INTERLOCK ENDS � ® MTG. _ & INTERLOCK ENS ... 11 drawing no. W03-101 TYPICAL ANCHORS IN CLUSTERS SEE tYa!CAL IN ® NTC. STILE do INTERL SEE SHEET 3 FOR I AOMtl-OAOE COUNTY S�MUI.LMN FE POA aMTO.! SEE WOOD DUCKS AND METAL STRUCTURES NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TD THE BUILDING STRUCTURE, TYPICAL ANCHORS: SEE ELEv. FOR SPACING TYPE '!1 .I/�9. HITT KWIK-CON it (ra-m 161. Fym107 Km) INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. WOOD PENETRATION Rig TM TOY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4` MIN. EMBED INTO MASONRY OR CONC, TYPE 'AAS 1/4* DIA. HILTI KNnK-CON u (Fu®103 Kmi. Fym107 KB) TI fill DIRECTLY INTO MASONRY OR CONCRETE i1 1-1/2` MIN. EMBED INTO CONCRETE AT HEAD & JAMBS 1-3/4` MN. EMBED INTO CONCRETE AT SILLNAOAI1CT-NR%V 1P c n n 8'fhtTB �68CK �.�7 c Q a 8I�4° QA 7EKS OR SELF DRILLING SCREWS (FuDA 7EKS OR SELF DRILLING SCREWS (Fu 2 KSI. Fy-120 Kst) �pmlalft���z p ` F 38 KSI MIN. 1 B` THK MI -5 (STEEL W NUM 8E PLATED OR PAINTED) ltTCbuO�`1 . INTO CONCRETE AND MASONRY - 2-1/2` MIN. F SEI 70002 INTO METAL STRUCTURE = 3/4" MW. - � 8 ! , dra®fng no. CONCRETE re a 3000 PSI MN. MASONRY fm n 1500 PSI MIN. _ (�{;�' � 'j 711113 W03-101 UNANCHORFM JAMBS DEFLECTION AT 80 PSF PANEL SM gMM OM HM CUM= omm POO mma 30 .075 30 487 42 46 90 .109 54 .117.. 5G-1/2 .120 60 as so .157 36 Ass 42 .212-- 48 .236 54 256 —_ o _ r 9¢ 56-1/2 "s WHO SRWEAMeR WE so .278 as 30 CORNM 790 42 .272 48 102 Jvs w w 54 .334 :) 9 SILICONE 50 JS7COPANG 790 Q 1 0 30 .254 UMAX. QEPFH 311ir MK Upyo 36 J01 al a EXTERIOR SEE 1/4- MAX, GAP .345 FREE STANDING JAMB FREE STANDING JAM FREE STANDKG JAM SMS .3117 FIXED SIDE OPERABLE FOR JWM CAP LESS 714AN 1/4' USE oz* .426 EIM OREAXElt TAPE x A41 SEE DEM ADM FOR A GIVEN PANEL WIDTH /DOOR K 8040 F FRO:W JAMB DEFLECTION AT CHART WITH THIS DU=DN KFUMNE MAX. GW USING CIIART BELOW FOR SEALANTS MTN M AND 100 STRETCH. J^WmMas -ft &OIL GAP 5= 10011 INDIES �m .433 .250 A20 J&D .375 �m AM Am wC 4= .4100 Am .750 .wo Am A75 .500 XOG 'RVAD wm CmL FLA. PE W2 CAM. Pmx":I,RwsIEw0D w mtqg-A#3 wfth IIK- Viorldn NOTE: DATA IN THIS SHEET MAY BE USED TO QUAUFY Ac opq SEALANT TO BE USE AT UNANCHORED JAMBS. PLEASE REFER TO SEALANT MANUFACTURER'S DATA Lw =� AND APPLICATION MANUAL .009 .124 .826 .289 3s .201 .a3B 42 64 UNANCHORFM JAMBS DEFLECTION AT 80 PSF PANEL SM gMM OM HM CUM= omm POO mma 30 .075 30 487 42 46 90 .109 54 .117.. 5G-1/2 .120 60 as so .157 36 Ass 42 .212-- 48 .236 54 256 —_ o _ r 9¢ 56-1/2 "s WHO SRWEAMeR WE so .278 as 30 CORNM 790 42 .272 48 102 Jvs w w 54 .334 :) 9 SILICONE 50 JS7COPANG 790 Q 1 0 30 .254 UMAX. QEPFH 311ir MK Upyo 36 J01 al a EXTERIOR SEE 1/4- MAX, GAP .345 FREE STANDING JAMB FREE STANDING JAM FREE STANDKG JAM SMS .3117 FIXED SIDE OPERABLE FOR JWM CAP LESS 714AN 1/4' USE oz* .426 EIM OREAXElt TAPE x A41 SEE DEM ADM FOR A GIVEN PANEL WIDTH /DOOR K 8040 F FRO:W JAMB DEFLECTION AT CHART WITH THIS DU=DN KFUMNE MAX. GW USING CIIART BELOW FOR SEALANTS MTN M AND 100 STRETCH. J^WmMas -ft &OIL GAP 5= 10011 INDIES �m .433 .250 A20 J&D .375 �m AM Am wC 4= .4100 Am .750 .wo Am A75 .500 XOG 'RVAD wm CmL FLA. PE W2 CAM. Pmx":I,RwsIEw0D w mtqg-A#3 wfth IIK- Viorldn NOTE: DATA IN THIS SHEET MAY BE USED TO QUAUFY Ac opq SEALANT TO BE USE AT UNANCHORED JAMBS. PLEASE REFER TO SEALANT MANUFACTURER'S DATA Lw =� AND APPLICATION MANUAL .826 _ S018� 1.875 .199 � � 1.913 1.475 .544 .025 1.894 .500 1.792 �� C t 411 Q .375 I. .128 -' .180 2.}87�.344 I •a.oeb .-.2.493 C l FRAME HEAD f4 HEAD COVER tNvYDE SILU4TRAd( 4.8t2�. . •1z8- 2.673 a .280 3.006 .ole 2.052----q i` 078 i.51. 9,iaasF}L1j914.552 1.MIIIJ 1.90878-- � 1.794 1.584 2.847 1� @FRAME 1q�� psp JAMB (FREE STANam)� i.889 LCC( STiI.E t.T88 ribs• �_� 7 { Q FIX TOP RML C MMOV. TOP RAL 1.908 - I L 4 2.313 S w 1.718 -j' 1.889 •50 2.831 �e1.913 - 1 Abe H MTG. STILE 082R.A74 < 0 Q a N.S00 M $ Lemma 2.594 2.= t � 2.313 /� 0 ALT. MOV1N0 saT(OM RAIL O z 1.925 A82T14 ,.3 RLOCKA82 INTERLt>CtC 2.211 +•"2 .tas LABSt.z� 1.674 , A84 4.574 g td ® FIX. BOTTOM RAL MOVING BOTTOM RAI. tA00 U FIXED STIE ;� IA78 FRAME JAMB (ANCHORED) "R::I1C1' RGNEtYCT> aacm:Wldo9tv9bt4oFlotWa Daild CodO AeceWnuec Nu^ 9 �� I,DW4 $ $ r 7 d a a e� _ 1.376 .2502 � _•' 3.378 128 TVP. .280 SLR .. .587 .3838 .082 TYP. 2.4 W � Mlaml uWdu ralnce Lba Cagy: JAY IbG10 CML PC ! 71592 F CA j y $ •S �L b F^ V FRAME SILL 457 T- 2.499 12 THRESF4DL0 COVER ;�� ,.234 l SILL ANCHOR - !+ W03--101 8,1eet 7 of 8 . u- <� «{l§rl dr_m no. W03-10' M IAM aDADE 11ILOH--DARE COUNTY, FLORIDA • PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwjuMmid ade aovleeonew RC Dome Showcase, Inc. 2990 NW 75'a 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 and accepted by Miami Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with. the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series '%IL -100" Aluminum Tube Mahlon - L.M.I. APPROVAL DOCUMENT: Drawing No. W04-05, titled "Series Tube Mullions", sheets 01 through 07 of 07, dated 05/02/04 with revision "E" dated 10/10/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Any Sheet Metal Screws (SMS) And Any TEKS Screws Shall Be Equal Or Greater Than SAE Grade 2 (Minimum Fy Of 57 Ksi (Yield Strength) And Minimum Fu Of 74 Ksi (Ultimate Strength)). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami Dade County Product Control Approved", unless -otherwise noted herein. REVISION 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 ofNOA. 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. 12-0410.1.9 and consists of this page 1 and evidence pages Fl and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-1112.16 r , , Expiration Date: August 19, 2019 Approval Date: December 26, 2013 Page 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04-0608.05) 2. Drawing No. W04-05, titled "Series Tube Mullions", sheets 01 through 07 of 07, dated 05/02/04 with revision "E" dated 10/10/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4024, dated 01/14/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 04-0648.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HET143--1346, dated 09/16/03, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NDA No. 04-0608.05) i3. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by A�-Farooq Corporation, dated 03/29/12, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0410.19) 2. Glazing compfies with ASTM E1300-04 D. QUALITY ASSURANCE L Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Jaime D. Gascon, P. E. Produet Control Section Supervisor NOA No. 13-1112.16 Expiration Date: August 19, 2019 Approval Date: December 26, 2013 E-1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS I. Statement letter of conformance, complying with FBC 2010, issued by Al Farooq Corporation, dated 10/15/13, signed and sealed by Javad Ahmad, P. E. 2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida Department of State, Division of Corporation, Sunbiz document dated 10/11/13. 3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle- Kozhaya, Mr. Henry F. Kxonfle-Kozhaya, Mr. Raul Casams, Mr. Eusebio Paredes and Ms. Nancy Vias. 4. • Statement letter of complying with the Sales of Assets issued by RC Aluminum Industries, Inc., dated 10/30/2013, signed by Raul Casares, President. 5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 10/11/13 and signed by T. Carter, the Secretary of State. 6. Department of State Certification of MANUHEN ENTERPRISES, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 08/22/13 and signed by N. Culligan, the Secretary of State. 7. Laboratory compliance letters for Test Report No. F17,-4024, dated 01/14/04, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under previous NOA No. 04-0608.05) S. Laboratory compliance letters for Test Report No. HETI-03 1346, dated 09/16/03, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 04-0608.05) G. OTHERS 1. Notice of Acceptance No. 12--0410.19, issued to R.C. Aluminum Industries, Inc. for their Series "ML 100 Aluminum Tube Mullion - L.M.I.", approved on 06/28/12 and expiring on 08/19/14. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 13-1112.16 Expiration Date: August 19, 2019 Approval Date: December 26, 2013 E-2 MULLIpN SYSTEM IS RATED FOR LARGE MISSILE IMPACT. PPR AN6 CAP! BE USED WITH ALL ~-DADS COUNTY AOVED WACT AND NON -IMPACT RESISTANT PRODUCTS_ u U TICS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BIDING CODE INCLUDING HIGH VELOCITY KIRRICW ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. VWD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOQ TO THE STRUCTURE. ArAM S ULL BE AS LIMED. SPACED AS SHOWN ON DETAILS, DMOMENT TO BASE MAWAK SHALL DE BEYOND WAIL COMING (STUCCO. TU ETC.). ANCHMO CONDITIONS OTHER AWN THOSE SHOWN IN THESE DETAILS AR NOT PART OF THIS APPRO AL A LOAD MWW INCREASE IS USED IN OEM OF ANCHORS INTO WOOD ONLY. LAATERMLS MUDIHT BUT NOT IHOTED TO STEEL/METAL SCREWS, WA COME DITO CONTACT WH OTHER DISSIMOM MATERALS SIMM KEW THE REQ A0175 OF THE FLEA BLDG. CODE SECTION 2CO3.8.4. INSTRUCTIONS: USE CHARTS ANO GRAPHS AS FOLLOWS. S" 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTCWAR OPCNMYL SltP USE APPROVED GLAZING PRODUCTS MEEHNG ABOVE LOAD REQUIREMENTS. STEN 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. US= CWS ON SHEET 3 SELECT MULLION SIZE WIN SEEP b DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP T ABOVE. USING ANCHOR TYPES ON SHEET 8 TORI 7 AND ANCHOR CKARTS STEP 5 ON SHEET 4. SELECT ANCHOR TYPE WHIN DESRIN RATING MORE THAN THE DESIGN UMOS SPECIFIED IN STEP I ABOVE. IYPICAL TUBIRAR SHAPES ALH.OY =8087 -TD MULLIONS CONTA{DUNG TYPICAL GLAZING PRODUCT HORIZONTAL OR VERTIC� SEE WINDOW OR DOOR APPROVAL FOR FASTELQ:RS SIZES AND SPACING PRODUCFRRNOWOD M mmpTy6Hg with ft TgwiTa Acwpftm " � 2 .1 �i�lMODAl4 G ml Pr JAM OLID ,1 a CIVIL DAIL ion rdroeing no. llfl It M04-05 F .les 2.L IL 6i4 9x JV'J 2037 .019 1 X 4 SID, MULLION 6063-16 I-3/4' HK FIM 3' IUBM 2-3/4' MIN. ALL OTHERS NOTCH OPNONAL ANGLE CLIP X63-76 T: IN"4 ttL a^3 2.976. 1.499 2 X 4 STD, MULLION 6064 r6 Ix 61^4 x 1-1/2 X 4-1/2 CUSTOM MULLION 9093-T9 Oi3 9.276 2.799 2 X 6 STD._ MULLION 9063-T6 i� PRODUCT RO149@19D 0 caugIVIAS wJ91dx Flamm Odlding�dJ 3.. Fppxyyp��ireti+Fi)aro ��29 M&iul h � Con9ral i Jes CNL FIA. M 70992 CAN 1638 Or ( 5 �L,113 !% 6P4 9x W J 1 9.066 2 X 6 HEW MULLION 6063-T6 250 A ,I Lulk-kl- ,drawing no. M04-05 IX+ M LOAD CAPACITY - PSP (TUBE MILLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MUUJONS) DESIGN LOAD CAPACITY - PSP (TUBE MUUdONS) 1-1/2 1-1J2 1-1/2 WINDOW DINS. X WINDOW DIETS. X WINDOW DIMS. X 1 X9 1 X4 2X4 4-1//E 2X0 2 X6 1 X3 1 X4 2X4 4-1//8 EXO BXD i x 1 X4 2 X 4 4-1//8 2X8 2X1 91 c+Yi E91L1 SPAN STD. STD, STD. CUMM SPD. IIEAW WIDTHMf LL SPM! STD. STD. STD. 118rt0I BTB. HEAVY WIDTH (Wl MU SPAB an. STD. STD. Cuerou STD. HEAR` 19-1/8" 150.0 Imo 180$ 150.0 100.0 160.0 19-1/8' 74.6 150.0 130.0 180.0 180.0 19-118' - 37.9 56.3 123.8 I30.0 150.0 28-1/2' or _150.0 150.0 150_0 180.0 150.0 MA 28-1/2' 150.0 150.0 136.0 151.0 53.8 115.4 150.0_ 150.0 150.0 150.0 28-1/2' 96.a 150.0 t80.0 180.0 32.4 81.6 - 27.3 39.9 89.3 111.0 1504 30' f 904 150.0 150.0 150.0 150.0 150.0 30' -47.5_ 1489 150.0 150.0 150.0 30' - 24.1 35.3 76.9 98.1 1504 37' 100.0 150.0 _ _ 150.0 150.0 150.0 1BOA 37' 3845 _101.9 82.6 120.7 1504 150.0_ 150.0 37' _ - - 28,8 84.0 79.5 14&1 42' 180.0_ 150.0 150. _150.0 150.0 1604 42' 33.9 729 108.4 150.0 150.0_ {50.0 42' - 25.2 56.4 70.1 128.7 48' 38.3/8' i50.0 15.00 180.0 I80A 150.0 1504 48' 74-1/4' 29.7 63.7 93.1 150.0 150.0 150.0 48 120' - 22.0 49.3 81.3 112$ 54' 137.5 ISOA 180.0 150.0 150.0 150.0 54' 26.4 56.6_ 82.7 150.0 150.0 iSO.0 54' - 43,6 54.8 80' 124.0 150.0 ISOA 1�.0 180.0 180.0 60' 239 -"51.0 74.4 150.0 144.1 150.0 60' _- - - - 395 4_9.0_ _100.1 90.1 68' 112.7_ "103.3ISOA ISMO 150. "150,0 150.0 _ 150.0 86' 2t$ 46.3 67.7 13_8.7 131.0 150.0 68" - -J 35.9 44.6 81.9 72' 150.0 180.0 150.0 150.0 72' - 425 824 125.3 120.1 150.0 72' - - -' 32.9 40.0 78.1 19-1/8' 150.0 150.0 150.0 150.0 150.0 150.0 19-t/8' 81.5 110.4 150._ 150.0 180.0_ 150.0 t9-1/8' - 284 41.6 93.0 118.8 150.0 28-1J2' 150.0 _ 180.0 180.0 _ 160.0 ___ tSOA _ � 150.0 .150.0 26-t/r 37.2 7917 18. 14 150.0 150.0 150.0 26-1/2' - 20b _ 30.0- 67.1 83.4 150.0 30' 1425 _ 150 150.0 150.0 180.0 180.0 . 30' 32.8 _ tO2.8 150.0 150.0 150.0 30' - 284 894 73.7 135.4 37' f 155 f 504 180.0 150.0 150.0 150.0 - 3T 269 _70.4 57.1 _83.4 180.0 180.0 150.0 37' - - 21.5 48,1 59.8 109$ 42' 48' 5o-5/8" Iola 89.1 150.0 143.1 180.0_ 150A )SOA t50.0 150.0 48' ( 84'] 23.4 50.3 739 180.0 I .0 140. 150.0 150.0 42" 48' 132' - - 42.4 Sa8 88.7 - -_ '•-- 37.1 46.1 84.8 1fiDA 150.0 150.0 209 44-0 84' 79.2 127.2 {SDA 160.0 150.0 L80A \�/ _ _ 39.1 _64.3 $7.1 _14_3.6 1279 180.0_ b4' - 329 40.9_ 78.2 8o' 71.2 _ 114.5 150.0 150.0 150.0 180.0 00' - 35.2 MA 115.0 112.6 160.0 80' - - - 29.6 36.6 67.7 86• 849 104,1 1504 150.0 150.0 ISOA 88" - 32.0 46.7 104.8 1024- .180.0 8E'' - - - 2T.0 33.5 61.5 72' 59.4 95.4 139.3 150.0 150.0 150.0 72" - 29.3 428 859 93.9 • Ti -ox 72' - _ 24.7 30.7 88.4 19-1/8• 141.3 180.0 150.0 150.0 150.0 130A 19-1/8" 345 744 108.1 150.0 180.0 150.0 19-118' - 21.9 no 71.6 80.0 15010 28-1/2' 102.0 _ Imo 150.0 150.0_ )80.0 150A_ 26-1/2• 24.9 SM 784 150.0 15_0.0 I50A 28-1/2• _ - - Zai 64.3 118.0 30' 90.1 150.0 1604 _ ISO 150.0 _150.0 150.0 30' 224 47.2 160.0 15MO lBOA �' - - _ 20.4 _$1.7 45.7 _ 89 5_ 104.3 37' 73.0_ 132.2 1So.0 150.0 150.0 1SOA 37' - 38.2 _689 859 125.0 139.8 150.0 37' - - _ - 37.0 4&0 84.5 42' 64.3 116.5 150.0 180.0 150.0 150.0 42'_ - 33.7 40.2 110,1 121._2 160.0 az• _ - _- - sa6 _40.5 745 48' 80"56.3 1019 145.8 180.0 MILL 180.0 48' 98` 29A 43.1 96.3 _ 1079 180.0 4B' 144 _ - - - 2fL8 38.5 85.2 54" �.0 90.8 132.3 190.0 190.0 /604 34' - 2&2 36.3 BSA -. 95.6 180.0 54' - - 2&1 315 879 60" 43.0 8115 _119.0 160.0 150.0 {50.0 M. - 23.0 34A 77.1 88.2 150.0 80 - -. 8B' 409 74.1 108.2 1110.0_ 150.0 150.0 60" - 21.4 31.3 70.1 78.4 1440 88' - - _ 204_ 47.4 72' 378 67.9 9&2 1 O 50 0 190.0 72' - 19-1J6• a- IA' 30' 37' 42' 48• 84' 80' 68" 72' or 12x1 180.0 150.0 160.0 t6&0 180.0 10-1/8- 0-i/8'2B-1/2' 28-t'nr 30' 37' 42' 48' 154' 60" 68' 72' 108' sat 150.0~ 1804 180._0 160.0 150.0 77.1{ 147.8 150.0 150.0 136.0 151.0 83.1 110.8 .ss.s lose 150.0 me 180.0 180.0 150.0 1 150 1 150.0 1 180:0 488 92.4 _ 136.0 150.0 150.0 160.0 43.2 8a2 3&9 73.8 1204 150.0 180.0 150.0 108.0 100.0 180.0 160.0 38.4 67.2 96.a 150.0 t80.0 180.0 32.4 81.6 BOA 180.0 150.0 180.0 MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) - 284 39.2 87.6 109.1 180A �- 23.7 34.6 77.3 96.1 150.0 20.7 30.2 67.7 84.1 180.0 » - 289 -80.1 74.7 137.3 - - 24.2 54.1 67.3 123.0 - - 22.0 402 61.2 112.3 _ MULLIONS PBODUcr93i3H1146D �, Wi + W2 W1DTH (W) 2 drewim no. M04-05 DESIGN LOAD CAPACITY - PSF DESIGN ]AAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF VIRMN W DIALS. I ANCHORS TYPE WINDOW DINS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE =IN (W)MULL SPAN A2 A4 AA2 AA4 82 114 VADTH (VO MI. SPAN A2 A4 AA2 AA4 S2 B4 WIDTH (W) WAX SPAN A2 A4 AA2 AA4 E12 B4 19-1/8' 150.0 180.0 160.0 150.0 ISMO 15U 19-1/8" 122.8 NW,4r 150.0 150.0 150.0 160.0 19-1/8" 70.9__ ISDA 146.6 160.0 120.2 _ 150.0_ 26-1/2" ..150.0.._.-150.0 150.0 160.0 150.0 150.0 26-1/2" 88.7 150.0 150.0 130.0.. ..140.2 150.0 26-1/2" 54.9 109$ 105.1 150.0 80.8 180.0 30' 150.0 150.0 180.0 160.0 160.0 150.0 30" 78.4 15040 Iwo 150.0 123.9 150.0 30' 48.6 97.0 922 180.0 MA 160.0_ 37" ins two 150.0 - 160.0 180.0_ _ 150.0 3Y 635 127.1 121.6 150.0 100.4 160.0 37' 39.3 78.8 _78.2 190.0 62.1 124.3 42' 108.3 150.0 150.0 150.0 180.0 180.0 42" 56.0 111.9 107.1 ISMO 88_5 150.0 42' 349 69.3 _661 132.8 54.7 1095 48' 38-3/6" _94.7 150.0 150.0 180.0 149.8 t50.0 48' 74-1/4' 49.0 97.9 93.7 150.0 77.4 _ 150.0 48' 120' 3013 60.688.0 116.0 47.9 96.6 84' 84.2 150.0 150.0 150.0 133.1 150.0 54' 43.5 87.1 83.3 150.0 86.8 137.6 84' 28.9__ 939 51.6 103.1 42.6 85.2 60' 75A 1500 145.1 150.0 119.8 ISMO 80° 39.2 78.4 75.0 1 150.0 81.4 123.9 60' 14.2 48.8 45.4 _ 929 38.3 16.6 68" 68.9 137.8 131.9 1504 1 108.8 1 MD. 06" 35.6 71.2 682 138.3 86.3 112.8 66" 12.0 44.1 42.1 84.4 349 69.7 72" 83.2 128.3 120.0 150.0 99.9 150A 72" 37.6 65.3 825 125.0 51.6 103.2 72" 20.2 4M4 38.7 773 31.9 63S 19-1/6" 150.0 150.0 150.0 _ 150.0 150.0 15MO 19-1/6• 108.0 150.0 150.0 t5o.0 150.0 Iwo 119-1/8` 69.1 138.3 1323 150.0 109.3 150.0 26-1/2" 13041 1=0 1150.0 160.0 150.0 180.0 26-1/2' _78.4 _ ISO. 150.0 160.0 123$ 180.0 25-1/2' 49.9 99.8 95.6 _5i0 768 _ TWA 30' 114.9 150.0 150.0 150.0 150.0 150.0 30" 86.3 1385 IJ29 150. 109.5 150.0 30" _ 44.1 8&I 84.4 150.0 59.7 139.3 37" 93.2 160.0 159.0 160.0 147.3_ two 37" 68.2 1123_- 1079 150.0 889 160.0 37' 035.7 71.5 68.4 me 56.5 11-3.0 42" 62.1 t50.D 150.0 150.0 _779.8 150.0 4 ' 49.5 989 94.7_ Iwo 762 160.0 - 42" _315 630 60.3 120.6 499 96$ 48' 50-8/8' 71.8 143.8 137.5 150.0 113,5 1910 48' 1 "y 43.3 0.8 82.9 ~� 150.0 88.4 13&8 48" 132' 27.5 581 52.7 185.5 43.5 87.1- 54' 83.8 127.7 122.2 180.0 100.9 160.0 54' ~® 3$.B% 73.7 147.3 609 121.7 54' 24,5 49.0 _ 4&9 03.7 38.7 77.4 60" S75-_-� ' 114.9 110.0 190.0 909 150.0 80" 34.8 883 888 •132.8 84.T 109.5 60" 22.0 44.1 42.2 84.4 349 89.7 86" 822.104.51.0 160.0 62.8 160.0 68' 319 838 00.3 120_5 _409 69.5 88" 208 40.1 311.3 78.7 31.7 83.3 7Y I 47S 969 91.7 150.0 75.7 150A 72" 26.9 1 67.7 1 55.2 110.5 45$ 9t.2 72" I&4 36.7 35.2 703 29.0 8&I 18-1/8" 1510 1811.0 180.0 180.0 150.0 150.0 18^1/8° 99,1 150.0 160.0 150.0 180.0 160.0 19-1/8° _63.4 128.7 121.3 1�.0 100.2 18040 26-1/2' 1089 150.0 180.0 iSDA 150.0 1510 28-1/2' �.8 1373 13113 360.4 /088 180.0 28-1/2' 45.7 91$ 87.8 180.0 72.3 344.8 30' 97.0 150.0 150.0 1504 150.0 150.0 30° 80.6 _ 1213 _ 111&O 150.0 95$ 180.0 30' 40.4 809 77.3 160.0 63.0 127.7 37' 78.6 150.0 150.0 150.0 124.3 1510 37" 49. 88.3 04.1 150.0 77.7 160.0 37" 319 65$ 62.7 125.4 519 MA 42° W.3 1389 132.8 160.0 109.5 150.0 42" 43.3+ 86A 82.9_ 150.0 66.4 138.9 42' 28.9 57.7 55.2 110.8 46.6 912 48' 00' 80.9 121.2 118.0 iSDA - •1)89 150.0 48' 90" 37.9 75.8 72.8 - -145.0 59.9 1199 48" 144' 253 50$ 46.3 9047 39A 799 54" 53.9 107.7 103.1 IWA 852 150.0 54" 33.7 673 84.4 128.9 532 SOM 54" 22.4 44.9 43.0 859 355 _ 71.0 80' 48.5 97A 92.8 150.0 76A 150.0 60" 30.3 60.6 - 88.0 _118.0 47.9 889 60" •203 408 38.7 7713 31.9 639 o8' 44.1 6&t 84.4 150.0 89.7 _ 1383 08" 27$ 5511 52.7 _105.5 435 87.1 86' M4 36.7 35.2 70.3 29.0 S&I 72' 40.4 809 773 180.0 839 117.7 72' 233 508 403 98.7 38.9 79.6 72' 189��� 33.7 32.2 84.4 269 632 10-1/8' 1449 160.0 150.0_ 1_50.0 180.0 150.0 t8 -Ile 84.5 150.0 ISMO 150.0 133A 150.0 26-1/2" 104$ 150.0 159.0_ _ 150.0_ 160.0 160.0 26-1/2' 61.0 122.0 11187 180.0 -98.4 150.0 ANDiM TYPE RS TYPE RMONIAL UUIJUDN 30'92.3 150.0 150.0 180.0- 148A 150.0 30" 53.9 107.7 103.1 150.0- 85.2 150.0 �At 2.0 �M,� ARCHES TO OE OISCRU 37' 74.9 149.7 143.3 180.0 118.4 150.0 37' 43.7 87.4 83.8 _ 1504 69.0 13&1 94SME REC>N'IGUIAR Sw 47' 66.0 131._9 12&3 _ 180.0 104.5 150.0 42' 385 77.0 73.7 147.3 609 121.7 46' 03" 57.7 _ 115.4 .1104 160,0 912 150.0 48' 1011' 33.7 673 64.4 1289 83.2 106.4 54" 513 101.6 9&2 150.0 81.1 MDA 54" 29.9 59.9 573 MA 47.3 _94.6 .-VCR= 46 92.3 04.4 160.0 73.0 140.0 60" 2881 83.9 51.8 103.1 1 _42.8 �.2 NULL1ON 68" 42.0 83.8 80.3 150.0 8&4 132.7 88' 245 498 48.9 93.7 36.7 •7_7.4 NR R 72' -_38.8 77.0 73.7 147.3 60.8 321.7 71" 22.4 449 45.0 86.9 35.8 1 il.-O-1 PRODUCT PRODUCI�I GIAZ91G CIAZNG a or, TYPE PROWICT PRODUCT •' f, 8Z OR M gINA1 ffi drawing no. M04-05 wt ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. EW. 4#04 MW FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. 7YPIC.At MULLION ARRAWAEMENTS CK taw PE &MN CAN. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)lo Wl TH (W) = wt +-i P80DUiT 2 m con Oft w6h the luj& �9� ANCHORS Ak�� 3 } ' � .� - 0 CanftW gINA1 ffi drawing no. M04-05 1/4' NILTI XW CON A WO DID MIN. OD PENETRATION I CLP (1 ON EACH WING) 1/4' !ILII WK CON O 1-1/2. M& WOOD PENETRATION 1 1 � �o x� SMS� Twat �dc t ! Sttwctu FLOATING CLI' I t 2LUMa X 1 1 11 I I 1-3/4' O.C. MIN. I 1 2 IN ANGLE 1/4• WL71 KYAK CON 0 1/4' iI•D KYMK CON A 1-3/4' MIN. 1-1/4" W. EMBED INTO MASONRY- 1-t/4' MIN. EMBED DRO MASONRY 1/4' 1ALD KWIK CON 0 EMBINTO ED.. 1- 4 EDGE DIST. `1 2 PER CLIP (1 ON EACH IINC) i PER ANGLE �. DIST. PER CLIP EACH WING) 3' I � • Y MR . / ,•. . 02 9 im @l11, i+ rLOA1Mrc cuP i �f 22 X 2 x 1 B• 1 I li j 2 PRI ANGLE 1 1 1 1 1 1-3/4' O.C. WN. 1 1 V 1/4' NILTI XW CON A WO DID MIN. OD PENETRATION I CLP (1 ON EACH WING) 1/4' !ILII WK CON O 1-1/2. M& WOOD PENETRATION 1 1 � �o x� SMS� Twat �dc t ! Sttwctu FLOATING CLI' I t 2LUMa X 1 1 11 I I 1-3/4' O.C. MIN. I 1 2 IN ANGLE j 1A14 SUS 1-3�4- D.C. ANGLE FOR X TUBE -�OD2-3/4' /OTt� TUBES `ll�iL4L �� PRObUCF RONtIN . Fl 4n �vIPP1YM+R++4Oi11a alda DWWhUC*d Axceptrotto no 3 — Z nn�+11>vto 14mintl �� ALL CUPS TO FIT SNUG INTO TUBE MLLUOt4I I TAPCONS MAY RE HEX OR FW HEAD. 1-3/4• 1/4' 1ALD KWIK CON 0 EMBINTO ED.. 1- 4 1/4' WLTI KWX CON D 1-1/4' ANN. EMBED �Vat�� Y3 �. DIST. PER CLIP EACH WING) 3' I � • Y MR . / ,•. . 02 9 V sL 1 -------------- WOOD OUa ,' ', -FLOATWO CLIP J+ i .2 X 2 x , B• � � 4 -C u f 1 1 1 1 I 1 1 I 1 /14 SAS 2 PER MOLE 1-3/4' O.C. MIN. 1 1 Vj 3 - ----- FOR 3' TNX 2-3FC O.C. UBE § FOR ALL OD1ER TUBES i5 nn Bf 1/4' HLTt WM CON O 1-1/2' LAN. VZOD PENETRATION 1/4' NLD KM CON 0 ' WOW 1-t/4�2VUFIIMZ N p 1' MA4. I" MON. 4 PER CID• (2 ON FACN YANG) 0 _ 0151,ff. �� W t �`r�•24 j2 0 Wii712.1g,.WLl' ? =z�------------28Y Wcoo e FlO0.TINO /OR WOOD STRUCIURE UM 0901 j 1A14 SUS 1-3�4- D.C. ANGLE FOR X TUBE -�OD2-3/4' /OTt� TUBES `ll�iL4L �� PRObUCF RONtIN . Fl 4n �vIPP1YM+R++4Oi11a alda DWWhUC*d Axceptrotto no 3 — Z nn�+11>vto 14mintl �� ALL CUPS TO FIT SNUG INTO TUBE MLLUOt4I I TAPCONS MAY RE HEX OR FW HEAD. MIN. 1/4" HILiI KWOC ON I 1/4' MTI KWIC CON I 1—S/4' tAN. EMBED INTO MASONRY I—S/4' UK EMBED INTO MA7ANC 2 PER CUP (1 ON MH WING) I PER ,I 11 I i If HCRETE OR 11 1 ; FLOATING CLIP 11 I ALUM X 1/8- NGLE 1 ggf4 SMS { 1 i 2 PEh ANGLE 1-3FOR I i J, TUBE 1 1 F3�SC AWS PEER ANGLE i MASO M OR 2 1/2' MIN. CONCRETE EDGE MY. ANCHOR OCP • i � 1/4' HtLT1 KiTdC CON D —I--J/4" MDL EkGiED MTO MASONRY 2 PER CLP (1 ON EACH WINO) C - -- -- -- - 1/4' HILTI KWX CON R 1/4' META KWK CON I ����• 1-3/4" MIN. EMBED PNTO W36HRY 1-3/4' MIN. EMBED INIO MASONRY 4 PER CLP (2 ON EACH WING) 2 PER ANGLE 0 T 1I -- MASONRY IOR I 1 1 V N i CONCRE7E Ii { FLOATING CUP 1 I ALUM2ANCIE X I/$' f�7y+ l I ? 2 PIN 4 SMSAN= I i }E 1 { I 1-3/4" (.C. MIN. 1 1 VS —I TOR 3" TUSE 2-3/4' O.C. MIN. 3 ALL OTHER TUBES J 1 0 3 SCREWS PER ANGLE a PROOUCTRANDWBD �M� ��vitb Ata FIoTi11s _ _ Nu�d Arm4tciCWsdo�f"'J : ACL OOPS TO FIT SNUG INTO TUBE MULLIONS. 1 TAPCM MAY SE HEX OR TIAs HEAD. CLPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED VATH ALKALI—RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR� WATER—NAME UETNAMATE IAC"P. j z o .g W? :m �' rjFtn� L W g O z'' •• x C)� drawing no. 11 _M04-05jj Shea! hof 7 II METAL STRUCTURES A144 SMS OR 1/4' TEKS (STEEL OR ALUM. 1/6' Mn 71*CK) PER CUP STEEL : FY m 36 KSI Mn I ON EACH IMNO) ALUMUM : 6063 -TS UM. J FLOATING CLIP ju i lul ; I t 2 PER APS i � 1-3/4' O.C. MSI. I ANCHORS TYPE '82' 14 S.M.S. TUBE MULUOP 2/ CHANNEL j1oF2/� P/B' THICK ALUM CHANNEL I 1 LENGTH 10 FIT SNUG 1 INTO MULLION - TUBE LARLION f II SMn 1/4• TOM -.L CLW 49M PSR ANGLE '4' O.C. MIN. FOR 3' TUBE 2-3/4' O.C. LGN. FOR ALL OpUtR TUBES 3 SCREWS PER ANGLE THIS SCREW CAN SE INSTALLE0 IN MF.TAt STRUCTURES R 1/4' TEKS (STEEL OR ALuM. 1/6' MIN. TH") .E STEEL : Fy - 36 KSI WN. PER ANGLE UM : 6063-75 MIN. owcum1 P 7 X 2 X T 6- ALUM i ! -------------- I t f II SMn 1/4• TOM -.L CLW 49M PSR ANGLE '4' O.C. MIN. FOR 3' TUBE 2-3/4' O.C. LGN. FOR ALL OpUtR TUBES 3 SCREWS PER ANGLE THIS SCREW CAN SE INSTALLE0 IN u �I 4 SUS OR 1/4' TEXS PER ANGLE owcum1 I + t• O.C. Ift 1 t I I _ I t h 1-3/4' X 2- X 1% (FOR 29Y 3/4• X Y X 1/6' FOR VBY_� mss. FLA N• "392 CUT 10 FR SWO GARDE TUBE PRODUcrRaNsm 03mmph.hww4bP4eStmft ANCHOR DETAIL #1 Be1WtaBCode�e. 16 13 lz pa g bj PETAL 10 METAL CONNECTION USE CHARTS FOB ANCHOR TYPE '04' 70 71ERDY CAPACITY OF COT4NECItOP1,) gy � ,T I f� "'t ''•�{c 1 . . SEE SHEET 4 OF 7 FOR ANCHOR C ARTS dlicn�O�l4oAttclC�TmiTm .) . drowtng no.� .M04-05 wheel jof� u �I 4 SUS OR 1/4' TEXS PER ANGLE O z ALUM2AMC Ll bj 0 T O 3, �1z m, Oae� v ' ZXz n M N W drowtng no.� .M04-05 wheel jof� WIND LOAD ANALYSIS COMPONENTS AND CLADDING (WORST CASE) BLDG.: HEIGHT =15' (SEE SKETCH BELOW) BASIC WIND SPEED = 175 MPH WIND STANDARD: ASCE 7-10, FBC 2010 EDITION EXPOSURE: NON -COASTAL BLDG. > 60 FT. BLDG. < 60 FT. BASIC WIND SPEED V: 175 MPH IMPORTANCE FACTOR I:1 EXPOSURE CATEGORY : C RISK CATEGORY : 2 MEAN ROOF ELEVATION H : IS FT. TRIBUTARY LOAD AREA A : I0FT` ELEVATION OF OPENING = 15 FT. Kh = 0.85 (TABLE 6-3, PAGE 79) Kz = 0.85 (TABLE 6-3, PAGE 79) Kd = 0.85 (TABLE 6-3, PAGE 80) Kzt = 1.0 (TOPOGRAPHIC FACTOR -FIGURE 26,8-1, PG. 252) VELOCITY PRESSURE Qh- .00256 Kh Kzt Kd V2 = 56.57 PSF VELOCITY PRESSURE Qz- .00256 Kh Kzt Kd V2 = 56.57 PSF GCp COEFFICIENTS (FIGURE 30.6-1, PG. 348) ZONE 4 = + 1.00 -1.10 ZONE 5 = + 1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (TABLE 26.11-1,1`258) DESIGN PRESSURE P = Qh (OCP - GCpi) x.6 (AS PER FBC 1609.1.5) DESIGN PRESSURE P = Qz (GCp - GCpi) x.6 (AS PER FBC 1609.1.5) ZONE 4 = +40.1 PSF / -43.4 PSF ZUNb5=+4U.lnFl-53.b-NOTUSED - SYMBOLS ® WINDOW/DR MK. ® OPNG, MK. "X" OPERABLE "O" FIXED 1. REPLACE EXISTING SLIDING GLASS DOORS AT LOCATIONS SHOWN. 2. REFER TO APPROVED NOA'S FOR PRODUCT SPECIFICATIONS & ATTACHMENTS. 3. ALL PRODUCTS ARE IMPACT RATED & APPROVED FOR USE IN THE HVHZ. m ELEVATION SCALE: V4" = V-0" FXD 45" X 82" DP =+80.0%80.0 NOA #13-1112.08 91Y2"X82%" DP =+80,0/-80.0 NOA #13-1112.05 O 2"x 6" STD. CLP'D MULLION NOA #13-1112.16 In AV LIVING ROOM (;ITT SIF uppi APR 17 M5 FOYER p I Q i p � ILEMST. TO REMAIN DOOR LAYOUT SCALE: %"= V-0" r` I v DESIGN 6 PERMITTING, BOCA RATON, FL 33428 LL Aa 7282 BIRD ROAD O MIAMI, FL 33155 W H 0' Z z� W G ?' a �z U O z z Ln O W � � � N (L o U W = Ci Fr W LuW U) co LL Aa SCALE AS NOTED f CHECKED BY: DRAWN BY: JBD ISSUE DATE: 04/08/15 " SHEET# P 1 W U O Z LLJ J W H Z z� < 'z' a 0 SCALE AS NOTED f CHECKED BY: DRAWN BY: JBD ISSUE DATE: 04/08/15 " SHEET# P 1