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RC-13-2860
Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 1 jj Y , O INSPECTION'S PHONE NUMBER: (305) 762A949 t t f64-0( DING PERMIT APPLICATION Permit Type: JOB ADDRESS: 62 NE 109th Street City: Miami Shores County: Folio/Parcel #: 11- 2136- 011 -0350 Is the Building Historically Designated: Yes FBC 20 Permit No. ng� Master Permit No.AC 13 " .2U LO W ROOFING Miami Dade Zip: 33138 Flood Zone: OWNER: Name (Fee Simple Titleholder): PATRICK LEE AND LESLY LEE Phone#: 786-261 -4675 Address: 1122 NE 97th Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: n/a Phone#: n/a Email:. ieslyslp@gmail.com CONTRACTOR: Company Name: SHORECREST CONSTRUCTION, INC. Address: 169 East Flagler Street, Suite 1232 City: Miami Ste: FL Qualifier Name: Patrick Lee Phone#: (305) 347 -5409 State Certification or Registration #: CGC 1506162 Certificate of Competency #: Contact Phone#: (305) 803 -3739 Email Address: plee @shorecrestgc.com DESIGNER: Architect/Engineer Anette Boucard Phone#: 786 -663 -9439 Phone#: (305) 347 -5409 Zip: 33131 Value of Work for this Permit: $10,000.00 Square/Unear Footage of Work: 600 square feet Type of Work: °Addition Alteration °New °Repair/Replace °Demolition Description of Work: new kitchen cabinets and bathrooms .. rq •X . i , ,� ,. c u. e" Color thru tile: t)/4 ******** * * * * * * * *** * * * * * * * * * * * * * * * * * * * * *F * * * * * * * * * ** * * * * * * *** * * * * * * * * * * * * * * ** * * * * * ** Submittal Fee $ , 5D � Permit Fee $ CCF $ CO /CC $ V Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Bonding Company's Name (if applicable) Na Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Na Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating 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 notic ommence7.- -) and construction lien law brochure will be 'red to the person whose property is subject to attachment. o, a ertified /o of the recorded notice of comrnenc posted at the job site for the first inspection which occ seven days ' , f the building permit is issued. In the, '`ence o - h po x,4o notice, the inspection will not be appr - ;% a r %ectio�,/ �, be charged. - Owner or Agent The foregoing instrument was acknowledged before me this 23 day of December, 20 /3, by Patrick Lee or who has produced As on and who did take an oath. NOTARY PUBLIC: Sign: Print: A. Demeire Contractor The foregoing instrument was acknowledged before me this 23 day of December , 2013, by Patrick Lee o 1s perso : i y e or who has produced as ide == : on and who did take an oath. NOTARY PUBLIC: My Commission Expires. * * * * * * * * * * * * * * * * * * * * * * **** APPROVED BY KATIA A DEMEIRE i'.• COMMISSION 1! E1r166662 EXPIRES February 06, 2016 aerl mum FlonaVOINIftWaysiOM Sign: Print: a My Commission 01. MY COMMISSION ICA7'IA A DEMEIRE I 3100153 Reidetichuletintexore EXPIRES February 06, 2018 ******************** * * * * * * * * * * * * * * * * ********* * *** ** ** * * ** ***** **** *seat +ors *r Plans Examiner Structural Review Zoning Clerk Dec 171310:55a p.3 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 LEE, PATRICK EDWARD SHORECREST CONSTRUCTION INC 169 E FLAGLER STREET, SUITE 1232 MIAMI FL 33131 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently. Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida. and congratulations on your new license! AC# 6223508 DETACH HERE STATE OF FLORIDA AC# 6 2 20 SOB DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC1506162 07/20/12 110436749 CERTIFIED GENERAL CONTRACTOR LEE, PATRICK EDWARD SHORECREST CONSTRUCTION INC IS CERTIFIED under the provisions of ch.489 Fs aria tratton date: AUG 31 2014 L12072000867 DOCUMENT HAZ- A COLORED BAGKSatiou i; M(cpoPA)&ilNG:' Li[aEOrA!; STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ# L12072000667 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 LEE, PATRICK EDWARD SHORECREST CONSTRUCTION INC 169 E FLAGLER STREET, SUITE 1232 MIAMI FL 33131 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW KEN LAWSON SECRETARY 005012 89906 E6 L6oea Local Business.Tax Receipt Miami —Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 6966320 BUSINESS NAME /LOCATION SHORECREST CONSTRUCTION INC 169 E FLAGLER ST 1232 MIAMI FL 33131 OWNER SHORECREST CONSTRUCTION INC Worker(s) 8 RECEIPT NO. RENEWAL 7241696 LBT EXPIRES SEPTEMBER 30, 2014 Must be displayed at place of business Pursuant to County Code Chapter 8A — Art. 9 & 10 SEC. TYPE OF BUSINESS 196 GENERAL BUILDING CONTRACTOR CGC1506162 PAYMENT RECEIVED EY TAX COLLECTOR 845.00 08/07/2013 TXHS1 -13- 043772 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license. permit or a certification of the holder's qualifications, to do business. Holder mast comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles — Miami —Dade Code Sec 8a -276. For ,rmation, visit www.miamidade ,govfaxcoffector Dec 171310:55a p.5 SHORE -1 OP ID: SG dd -M° CERTIFICATE OF LIABILITY INSURANCE DATE(MMDD/YYYY) 10/31/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER W.F. Roemer Insurance Agency 4752 W. Commercial Blvd Fort Lauderdale, FL 33319 William F. Dowd III INSURED Shorecrest Construction Inc 169 E Flagier St, Ste 1232 Miami, FL 33131 COVERAGES CERTIFICATE NUMBER: CONTACT NAME: PHONE 1A/C. No. Ext)• ADDRESS: i FAX (AICC, No): INSURERS) AFFORDING COVERAGE INSURER A : V)nings Insurance Company INSURER B : Travelers INSURER C : Association insurance Co. NAIL 0 16632 25658 11240 INSURER D : INSURER E : INSURER F : 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. mutt- TYPE OF INSURANCE ' POLICY EFF POLICY EXP PISS/ WVD POUCY NUMBER BUNDD/YYYY) IMM/DI YYY1 LIMITS GENERAL LIABILITY A X COMMERCIAL GENERAL LIABIUTY GLP011257201 02/2212013 02/22/2014 ICLAIMS -MADE I X I OCCUR B GEM_ AGGREGATE LUST APPUES PER: —1 POLICY l i .PIEPr. I j I LOC AUTOMOBILE LIABILITY EACH OCCURRENCE $ 1,000,000 ?D0iMISES (Ei+ occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & AM/ INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000' X ANY AUTO AUTOS ALL OWNED L I ULED HIRED AUTOS �j-- 1� AUTOS A X BA- 71354205A- 13-SEL 04/19/2013 04/19/2014 UMBRELLA UAH X EXCESS UAB OCCUR CLAIMS -MADE DED I X I RETENTION $ 10,000 WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETORtpARTNER/EXECUTIVE Y�^-I EXCLUDED? (Mandatory in NH) yee,ADESCRIPTI0 OF I i OPERATIONS below UMB 0159950 00 COMIDINEI) SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ 1,000,000 BODILY INJURY (Per accident) $ (PERRAACCIDENAV)) DMAGE $ S 10/17/2013 02/22/2014 EACH OCCURRENCE AGGREGATE S 3 N/A CV 0093817 03 11114/2013 11/14/2014 X TORY LAMITS I I R EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule B more space Is required) CERTIFICATE HOLDER EL DISEASE - POLICY LIMIT $ 2,000,000 2,000,000 1,000,00 1,000,000 1,000,000 CANCELLATION Village of Miami Shores 10050 NE 2 Ave. Miami Shores, FL 33138 ACORD 25 (2010/05) MIAMIS2 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 ®1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD of recrest CONSTRUCTION Mr. Ismael Naranjo, Building Director Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores Village, FL 33138 January 22, 2014 RE: Property Address: 62 N.E. 109th Street, Miami Shores, FL 33161 Permit No.: 13-2840 Mr. Naranjo, !! JAN u s We are in the process of obtaining permits for the property named above. At this time, I understand that the only open items are permit applications for HVAC and electrical. We are diligently working to make these selections and hope to have completed so by the end of this week. In the meanwhile, we respectfully request permission to commence work inside the house. Please rest assured that we will not cover up any areas that require inspections by the City. Please advise if our request is acceptable. If you have any questions, please do not hesitate to call me. Sincerely, Patrick E. Lee President Cc: Lesly Lee 169 E. Flagler Street, Suite 1232 ! Miami, FL 33131 Tel: 305.347.5409 I Fax: 305.377.1108 I www.shorecrestgc.com Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 215054 Permit Number: RC -12 -13 -2860 Scheduled Inspection Date: July 01, 2014 Inspector: Rodriguez, Jorge Owner: Job Address: 62 NE 109 Street Miami Shores, FL 33161 -7040 Project <NONE> Contractor: SHORECREST CONSTRUCTION INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1121360110350 Building Department Comments NEW KITCHEN CABINETS AND BATHROOMS RAISE FLOOR IN EXISTING OFFICE ENCLOSE DOOR TO EXISTING OFFICE REPLACE 13 WINDOWS AND 1 DOOR ENCLOSE DOOR IN FAMILY ROOM Infractio Passed Comments INSPECTOR COMMENTS False Passed 474 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 204987. Need proof of safety glass on bath enclosure June 30, 2014 For Inspections please call: (305)762 -4949 Page 16 of 22 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 February 5, 2014 Permit No: RC13 -2860 Mechanical Critique — Jan Pierre Perez 2nd review Need mechanical plans Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: � I �—d'� �j 0 DATE: ) ) I IH I, t,c2A\ UP„ Contractor Owner Architect Picked up 2 sets of plans and (other) Addresses �- �c — �iLe \ (t From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building D rtment to continue permitting process. y.r Acknowledged 0 PERMIT CLERK RESUBMITTED DATE: '13 --iy PERMIT CLERK INITIAL: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: l 3`Z g r P -0 VCA l� t" Structural Critique Sheet Page 1 of 1 Vy �: ,� _�► r --C C,' �(e ,r — A iry„ h'I J v STOPPED REVIEW Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mehdi Asraf Miami Shores lmage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 January 7, 2014 Permit No: RC13 -2860 ELECTRICAL REVIEWER COMMENTS Show all devices with circuit numbers .All egress doors to have a switch controlled outside light . High hats to be I. C. rated. Michael Devaney Electrical Inspector and Plan Reviewer Plan review is not complete, when all items above are corrected, we will do a complete plan review. . If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 January 7, 2014 Permit No: RC13 -2860 Building Critique Review 1. See structural reviewers notes and red markings on plans. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. /2C., /3-79 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01 /11 /13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0221.05 and consists of this page 1 and evidence pages E -1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ma nC r ez P.E. MIA1 II DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315 -2590 F (786) 315-2599 www.miamidade.gov /economy NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 p y / Page 1 - Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/11/13, 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #119 - 0312.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 4. Test reports on: I) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) Manue Product Control ami r NOA No. 13- I i " +.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -1 Eco Windows Systems. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09-- 0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al- Farooq Corporation, complying with FBC -2010, dated 01/27/12, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0221.05) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Econo 'c Resources (RER) Manuel Pere Product Control Exa r NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -2 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0221.05) 2. Proposal No. 08 -1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under NOA #09- 0312.08) G. OTHER 1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Systems, LLC. for their Series "Eco -Guard - 200" Aluminum Horizontal Rolling Window -- L.M.I., approved on 04/26/12 and expiring on 05127/14. Manuel Per Product Control E NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -3 3 1/2° MAX. WINDOW WIDTH 4° CORNS S CORNERS 11 /. II 111 i liti II /. II 11 .•_i - /. /% C 1,==t4 II 11 n n 2 SC o _ II ;I jII == if -Tit �I II II II II ® /( 11 1 == �II If 11 1 I II II ;I II ;I / � 1 =_�� Yj�__ II II II II II II I Iy f I - FALSE MUNIINS (SURFACE MAY BE USED 31 1/4° 32 3/4" D.L. OPG. a 35 3/8° .4 D.L. OPG. ECO -GUARD SERIES -200 ,ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 111° 3 1/2° MAX. HEAD/SILL CORNERS 2 WINDOW WIDTH 10 S /8' MAX. ,I HEAD /SILL CORNERS FALSE MUNTINS (SUR MAY BEMUSED TYPICAL ELEVATIONS 1/8" HEAT STREW°. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8° HEAT STREN'D. GLASS 32 3/4° 32 3/4' L DA. OPG. 38 7/8' VENT WIDTH 1 /8' HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGIAS BY 'DUPONT' 1/8° HEAT SOEN'D. GLASS SILICONE SILICONE DOW CORNING 898 9. ( CORNING 899 GE SCS 2000 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS D.L. GPO. 9 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Enna JANAD M LAD VAIL FLA PE Y 70892 CAR. 3538 152013 PRODUCT REVISED as complying Wilt thy Florida Building Code Acceptance No IDfp = Ion Date r j7ryy By 1,41,„ • T e Product Control %14 V,' 1 0 0 C B S s n drawing no. W09 -12 (sheet 1 of 7 ) II 11 II II o 11 /. II 111 i liti II /. II 11 .•_i - /. /% C 1,==t4 II 11 I_ I %, Q , , - I, = = = I ;I FALSE MUNTINS (SUR MAY BEMUSED TYPICAL ELEVATIONS 1/8" HEAT STREW°. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8° HEAT STREN'D. GLASS 32 3/4° 32 3/4' L DA. OPG. 38 7/8' VENT WIDTH 1 /8' HEAT STREN'D. GLASS .090" INTERLAYER SENTRYGIAS BY 'DUPONT' 1/8° HEAT SOEN'D. GLASS SILICONE SILICONE DOW CORNING 898 9. ( CORNING 899 GE SCS 2000 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS D.L. GPO. 9 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Enna JANAD M LAD VAIL FLA PE Y 70892 CAR. 3538 152013 PRODUCT REVISED as complying Wilt thy Florida Building Code Acceptance No IDfp = Ion Date r j7ryy By 1,41,„ • T e Product Control %14 V,' 1 0 0 C B S s n drawing no. W09 -12 (sheet 1 of 7 ) DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. W/O REINE. WITH RHINE. GLA88 TYPE A' GLASS TYPE '8' 980TH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.(-) 26 -1/2° 28" 4 70.0 80.0 80.0 90.0 37" 26° 4 70.0 80.0 80.0 90.0 53 -1/8" (3) 6 70.0 80.0 80.0 90.0 74' 38 -3/8° 8 ' 70.0 80.0 80.0 90.0 28 -1/2° (3) 4 70.0 89.0 80.0 90.0 37' 38 -3/8" 4 70.0 80.0 80.0 90.0 53.1/8° (3) 8 70.0 80.0 80.0 90.0 74° (4) 8 70.0 80.0 80.0 90.0 28 -1/2" � 4 70.0 80.0 80.0 90.0 37° 50 -5/8' 4 70.0 80.0 80.0 90.0 53 -1/8° (4) 8 70.0 80.0 80.0 90.0 74° 24' 8 70.0 80.0 80.0 90.0 28 -1/2" (2) 4 70.0 80.0 80.0 90.0 37" 24" 4 68.9 77.5 80.0 90.0 53 -1/8" (5) 8 70.0 70.0 80.0 90.0 74° 38° 8 70.0 70.0 80.0 80.4 24' (3) 4 70.0 80.0 80.0 90.0 36" 38" 4 70.0 80.0 80.0 90.0 48° (2) 8 70.0 80.0 80.0 90.0 90" 6 70.0 80.0 80.0 90.0 72" () 8 70.0 80.0 80.0 90.0 24' 48° 4 70.0 80.0 80.0 90.0 36" (4) 4 70.0 80.0 80.0 90.0 48• 6 70.0 80.0 80.0 90.0 80' 6 70.0 80.0 80.0 90.0 72' 60' 8 70.0 80.0 80.0 90.0 24" (5) 4 70.0 80.0 80.0 900 38" 4 70.0 80.0 80.0 90.0 48° 8 70.0 80.0 80.0 90.0 80' 8 70.0 80.0 80.0 90.0 72" 8 70.0 80.0 80.0 80.0 24" 4 70.0 80.0 80.0 90.0 36° 4 70.0 80.0 80.0 90.0 48" 6 70.0 70.0 80.0 90.0 60" 8 70.0 70.0 80.0 90.0 72' 8 70.0 70.0 80.0 87.6 A = NO. OF ANCHORS PER HEAD & SILL () NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (LOX SIZES) WINDOW DIMS. A W/0 SEINE. WITH SEINE. 0LA88 TYPE 'A' OLAES TYPE 18' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) OJT.( -) 74" 28" 9 70.0 80.0 80.0 900 12 70.0 80.0 80.0 90.0 108 -1/4' (3) 111" 12 70.0 80.0 800 90.0 74' 38 -3/8° 9 70.0 80.0 80.0 90.0 108 -1/4" (3) 12 70.0 80.0 80.0 90.0 111° 12 70.0 80.0 80.0 90.0 74° 50-8 /8" 9 70.0 10.0 80.0 90.0 108 -1/4" (4) 12 70.0 80.0 80.0 90.0 111" or 12 70.0 80.0 80.0 800 74" (5) 9 70.0 70.0 80.0 900 108 -1/4" (B) 12 70.0 70.0 80.0 82.6 111" 24' 12 70.0 70.0 80.0 80.4 72" (2) 9 70.0 80.0 60.0 90.0 84° 24" 9 70.0 80.0 80.0 90.0 or (2) 12 70.0 80.0 80.0 90.0 103" 38° 12 70.0 80.0 80.0 90.0 72" (3) 8 70.0 80.0 80.0 90.0 84" 38" 9 70.0 80.0 80.0 00.0 98" (3) 12 70.0 80.0 80.0 90.0 108' 12 70.0 80.0 80.0 90.0 72° () 9 70.0 80.0 80.0 900 84° 48° 9 70.0 80.0 80.0 900 96° (4) 12 70.0 80.0 80.0 90.0 108' 12 70.0 80.0 80.0 90.0 72" 9 70.0 70.0 80.0 90.0 84° 60' 9 70.0 70.0 60.0 80.0 98" (5) 12 70.0 70.0 80.0 90.0 108° 12 70.0 70.0 80.0 87.8 A m NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB (1 /3W) (1 /3W) (1/3W) W/O SEINE. WITH SEINE. qr- OPERATIC VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (LOX SIZES) WINDOW DIMS. A W/O SEINE. WITH SEINE. OWE TYPE 'A' GLASS TYPE '8' WIDTH HEIGHT EXT.( +) INT.(-) ELT.( +) INT.(-) 74• 9 70.0 80.0 80.0 90.0 108 -1/4° (3) 12 70.0 80.0 80.0 90.0 tie 12 70.0 80.0 80.0 90.0 74" 38 -3/8" 9 70.0 80.0 80.0 90.0 106 -1/4° (3) 12 - - 80.0 90.0 111" 12 - - 80.0 90.0 74° 50-5/6" 9 70.0 80.0 80.0 90.0 (4) 74" or 9 70.0 70.0 80.0 800 (5) 72" 9 70.0 80.0 80.0 90.0 84' 24' 9 70.0 80.0 80.0 90.0 98° (2) 12 70.0 80.0 80.0 90.0 108° 12 70.0 80.0 80.0 90.0 72" 9 70.0 80.0 80.0 90.0 84° 38° 9 70.0 80.0 80.0 90.0 98" (3) 12 70.0 80.0 80.0 90.0 108" - - 80.0 90.0 72" 9 70.0 800 80.0 90.0 84" 9 70.0 70.0 80.0 90.0 98' () 12 70.0 70.0 80.0 90.0 72" 60" a 70.0 70.0 80.0 80.0 (5) A = NO. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMB (1/ 40 4 (0/2/14 1 (1/' OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'LOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 r Engel JAY' ,• PRODUCT REVISED CMI. as complying with the t'ledda FLA. PE X 70592 Building Coda CJ.JI. 35.3t1 ate 4- 41 In LJ ce n 6 el 3 4 � QU W rn1 CO i S S $�� o ca I k 1 drawing no. W09 -12 sheet 2 of 7 1BY WOOD BUCK • e4 ° 4,' TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS STRUCTURE SEE ELEV. FOR SPACING MIAMI —DAIS COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA -I!■1•99 TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES; W1 = 3/8" X 2 -1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. TYPICAL ANCHORS SEE ELEV. FOR ACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4° DIA. TAPCON BY 'ITC (Fu -120 KSI, Fy=92 KSI) 1/ ° gIA. ULTRACON BY 'ELCO' (Fu.I77 KSI, Fy=1S5 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1.1_4-2M_QE_SELEMILLUCLICHIM (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1 /8°) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING drawing no. W09 -12 sheet 3 of 7 1/4" MAX. SHIM 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING AS REM. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH X0 LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING I /4` MAX. SHIM VENT WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD ;ar WOOD STRUCTU BY WOOD GUCNS EXTERIOR XOX LAYOUT MIAMI -DUDE COUNTY APPROVED MULLION SEE SEPARATE N A TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT RBVISBD as complying with Out Ronda Building Code AooeptanceTVo >✓•fL- t' Data It.tT'!WAf +14- tong Product Hot .t N 15 2.013 drawing W09 -12 sheet 4 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ti 5 x013 drawing no. W09 -12 (sheet 5 of 7) 1.718 .715 1.087 .082 1.434 .813 1.1401 Q VENT TOP /BOTTOM RAIL FRAME HEAD JAMB STILE FRAME Slid. MEETING RAIL 3/18' r STEEL REINFORCIN .519 .719 045 1.047 GLAZING HEAD 3 SILL TRACK 1.187 2.750 I Ii , 2.812 .874 1.687 --- l MOV. FRAME JAMB ® FIXED MTG. RAIL ® FLUSH FRAME ADAPTER ITEM PART 9 QUANTITY DESCRIPTION MATERIAL MANF./SUPPI3ER/RBMARBS I FY2D1 1 FRAME HEAD 6083 -T8 - 2 FY202 I FRAME SILL 8083 -TB - 3 FY203 I SILL TRACK INSERT 8063 -T8 - 4 FY205 AS REOD. MOV. FRAME JAMB 8083 -T6 - S FY101 AS READ. FIXED FRAME JAMB 8083 -T8 - 8 FY104 1/ VENT FOXED MTG. RAIL 8083 -TB - 7 FY105 1/ VENT VENT INTERLOCK 6083 -T6 - 8 FY208 1/ VENT JAMB STILE 6083 -T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 8083 -T6 - 10 FY108 AS RE00. MONO BEAD 8083 -TB - 11 - AS READ. REINFORCING BAR STEEL - 12 - AS REQO. REINFORCING BAR STEEL - 13 FY204 AS RTEQO. ADD-ON SILL RISER 8083 -T8 USE AS READ. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FF210 2/ VENT ROLLER PIN ST. STEEL - 17 98 X 1' AS REQO. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 98 X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS RECD. FIN SEAL WSTRIPPING - ULTRAFAB 20 0300T190 AS REOD. BULB SEAL 0 -LON SCHLEGEL 21 E207 AS REGD. BULB SEAL SANTOPRENE ULTRAFAB. DUROMETER 8835 22 E203 AS READ. G AZINO BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 8535 23 FIB -50 AS RECD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 98 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 28 VLA2L 2/ WOW. WEEP VALVE - PREFERRED ENS. PRODUCTS 27 - 1/ VENT 5 /16' BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 8083 -T8 OPTIONAL W z Q; Q Fvt OLEO z R S I 2< 00 U I I-� drawing no. W09 -12 (sheet 8 of 7 ) VENT TOP /BOTTOM CORNERS A drawing no. W09 -12 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY • AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805. SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /sera/ ECO Windows Systems, LLC 9114 N. W. 106th Street, - Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - 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. PERA 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 600 Aluminum Outswing Doors - L.M.I. APPROVAL DOCUMENT: Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.) ", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w /wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37 ". 2. Laminated glass types G1 and G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 12- 0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -12 -3357, HETI-12-3358, HETI -12- 4003, HETI -12 -4003 and HETI- 12- 4027dated 03/16 - 26/12, all signed and sealed by Rafael E. Droz -Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "Butacite 0 PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02 -21 -12 approved by PERA. 5k l -L_44 Ishaq L Chanda, P.E. Product Control Examiner NOA No 12- 0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E -1 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 20018.4. 1/8" HEAT STREN'D. GLASS 3/16° HEAT STREN'D. GLASS .090" INTERLAYER .090" INTERLAYER BUTAOTE PVB BY ' DUPONT' BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 GLASS TYPE 'GL' 1/8" TEMP. GLASS 5/18" AIR SPACE 1/8" HEAT S1REN'D. GLASS .090" INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 SIUCONE DOW CORNING 899 / SETTING BLOCKS AT LAM. GLASS REDO. FOR WIDTHS EXCEEDING 38" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'G2' GLASS TYPE 'G3' SETTING BLOCKS AT INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. En1g' JAVAD AHMAD CIVIL FLA. PE # 70892 C.A.N. N. 38 X82(12 o id 0 A k drawing no. W12 -08 (heet I of 9 ) sheet 2 of 9 ) 5" MAX. HEAD /SILL CORNERS 39 3/4° MAX. FRAME WIDTH 12" MAX r- O HEAD r g m 0� �; II I II = =rig' /I I / 1 :r I 1 L n \\ n \ II Il \II 7.:-..:..-11,\_,.....-: 11 I O � I 1 / /*/ /- " \ \ / / I/1 -I � \ SURFACE APPLIED FALSE MINIMS OR DECORATIVE GRILL MAY BE USED 37' MAX LEAF WIDTH (X) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) ANT.( -) 39 -3/4° 37° 98° 70.0 75.0 5° MAX HEAD/SILL CORNERS ro 78° MAX FRAME WIDTH M HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 12" MAX. HEAD SILL g ,--.1 DOOR DIMS. I I \ if n II / 11 11 ay 11 I, j1ia // j H \ H \ II I - 1\ II 11 \ \ O / / EXT.(+) I I J \ SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED LOCK OPTI S %SEE/yEET 7\ ACTIVE \ D.L OPG. (XX) D.L OPC. 37° MAX LEAF WIDTH DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) 1M.( -) 78° 37° 98° 70.0 75.0 GLASS D.LO DIMS, D.L.O. HEIGHT FRAME HEIGHT - 11.125° D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.1251/2 NMi11N �v�1 1 i_ NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13O0 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 Engr. JAVA, AMMO FLA PE .# 70592 CAN. 3538 JUN 2 8 2012 0 V m 2. I N O drawing no. W12 -08 DESIGN LOAD CAPACITY - PSF 9DEUTES WRH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE SIDEUTE WITHOUT WITH FRAME WIDTH FRAME HEIGHT REINFORCING REINFORCING INCHES INCHES £XT.(+) INT.( -) EXT.(+) INT.( -) 24 \ 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 38 82 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 68.1 81.7 68.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 81.7 68.1 81.7 68.1 24 70.0 75.0 70.0 75.0 30 92 69.8 69.8 70.0 75.0 36 64.1 64.1 70.0 75.0 37 83.3 83.3 70.0 75.0 24 63.3 63.3 70.0 75.0 30 98 57.8 57.8 70.0 75.0 36 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 REINFORCING AS REDD. SEE CHART 148° FRAME WIDTH CLUSTER OF (4) ANCHORS AT HEAD/SLL HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3° O.C. NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS O.LO. DIMS, D.LO. HEIGHT (SIDEUTE) FRAME HEIGHT - 11.000" D.LO. WIDTH (SIDEUTE) ■ FRAME WIDTH - 4.438° 5° MAX HEAD/SILL CORNERS 12° MAX HEAD SILL SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED SIDEUTE FRAME WIDTH MAX SEE CHART AT LEFT 76° MAX DOUBLE DOOR FRAME WIDTH (oxxo) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 wa Es:.IAVAD AHMWD CIVIL FLA PE 14. 38 b ALa9.111ynAt JUN 2&2012 / II IF // / / II / 1 \ \ \ \ � L/ 0 / LEAF (4811ZHI: '1!;;N. \ N. 88 7/13" \ I / / S o r / =-it \ \ \ ...t ,7-,N1 ; /' II _ I// if VI t I \ I I _ . II\ \ i i \ \ 111 IG I I n ° "- ti A/ I I I = _=.====..... 1 , © . INACTIVE / ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED SIDEUTE FRAME WIDTH MAX SEE CHART AT LEFT 76° MAX DOUBLE DOOR FRAME WIDTH (oxxo) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 wa Es:.IAVAD AHMWD CIVIL FLA PE 14. 38 b ALa9.111ynAt JUN 2&2012 9/18° MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 V ° O TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/2" MIN. THROW BOLT -/ PENETRATION EDGE DIST. lay WOOD BUCK is w ■ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 EOCE D iirl n TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fum177 KW. Fym155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8°) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. METAL I EDGE 01ST. STRUCTURE 'u g LTYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1! MIAMI —DADE COUNTY APPROVED!! I : CLIPPED MULLION ' 1 !! 'SEE SEPARATE N.A I1 ! `i I `ffy I,, I1 'i IMM ii ?1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Engn JAVAD AMC CIVIL fLA PE A 70592 CAN: )538 DOOR DETAILS 2 S 2012 I 8 drawing no. W12 -08 (sheet 4 of 9 ) 1/4' MAX CONCEALED FLUSH BOLTS D 1/4' MAX. LEVERS AT STILE FACE1 SHIM TYPICAL ANCHORS SEE ELEV. • FOR SPACING 1BY .WOOD suet AMIN TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.LO. METAL STRUCTURE LEAF WIDTH SINGLE DOOR FRAME WIDTH LOCK OPTIONS SEE SHEET 7 MM. • LOCK OPTIONS SEE SHEET 7 CC fa 1 . EWE ______ „. ..... ji ... �� INACTIVE LEAF ACTIVE LEAF 0 ® 0 28Y wr00D OR W000 STRU TURE SEE NOTE D.LO. D.LO. TYPICAL ANCHORS SEE ELEV. FOR SPACING LEAF WIDTH EXTERIOR LEAF WIDTH DOUBLE DOOR FRAME WIDTH DOOR DETAILS JUN 28 2d12 drawing no. W12 -08j (sheet 5 o} 9 EDGE pr. 0 E. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 2 EDGE DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING #12 SMS AT 8° FROM ENDS AND 11T O.C. MAX. REINFORCING AS REQD. SEE SHEET 3 D.L.O. EXTERIOR SDEUTE WIDTH LEAF WIDTH D.L.O. DOOR FRAME WIDTH UNIT FRAME WIDTH =.6 wool 7- ow- . / • 11.46.4.6 SIDELITE DETAILS Engr: JAVAD ANMAD CAAL RA PE # 7_0592 C.A.N. 3538 Pi/ N 2 8 201! 0 .14 drawing no. W1 2-08 sheet 6 of ....._ 0 - ----- , .......,..1 - i Fr I , i .. ., 0 8 , ,, i ..... hi - - . i E-A.i ilk .,.;4...-4,.. D.L.O. EXTERIOR SDEUTE WIDTH LEAF WIDTH D.L.O. DOOR FRAME WIDTH UNIT FRAME WIDTH =.6 wool 7- ow- . / • 11.46.4.6 SIDELITE DETAILS Engr: JAVAD ANMAD CAAL RA PE # 7_0592 C.A.N. 3538 Pi/ N 2 8 201! 0 .14 drawing no. W1 2-08 sheet 6 of LOCKS; OPTION 81• ACTIVE i EAC: 4 POINT LOCK ASSEMBLY CLOT-8007 BY 'INTERLOCK USA INC.' (2) LOCKING POETS ENGAGING AT INACTIVE LEAF 1/2° DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42 -1/2" FROM BOTTOM INACTIVE LE6E 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2° DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8° CONNECTING RODS LOCK LOCATED AT 42 -1/2" FROM BOTTOM OPTION A2: TINT i EAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39 -1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44 -3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SUWVAN & ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10 -5/8° FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2° FH MS INACTIVE LEAF; CONCEALED FLUSH BOLTS BY 'SUWVAN & ASSOC.' 1/2° X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 88 -32 X 1/2" FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ITEM # PART # READ. DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS I E801 — DOOR FRAME HEAD /SILL 6083 —T8 — 2 E802 — FRAME COVER 6063 —TB — 3 E803 — DOOR FRAME JAMB 8063 -76 — 4 E804 — SIDEUTE TOP & BOTTOM FRAME 8063 —T8 — 4A E826 — SIDEUTE 9' BOTTOM FRAME 8063 —TB — 5 E605 — SIDEUTE FRAME JAMB 8063 —TB — 8 E808 — SIDEUTE SUP ON JAMB 8063 —TB — 7 E807 — LEAF TOP & BOTTOM RAIL 6083 —T8 — 7A E825 — LEAF 9' BOTTOM RAIL 8083 —TB — 8 E808 — LEAF W'STRBP ADAPTER 8083 —TB — 9 E609 — LEAF HINGE STILE 6083 —T8 — 10 E810 — LEAF LOCK STILE 8083 —T6 — 11 E811 — LEAF ASTRAGAL SOLE 8083 —T8 — 12 E812 — LEAF AUGMENT BRACKET 6063 —TB — 13 E613 — LEAF CLAMP 8063 -78 4 -1/4' LONG 13A E813 — HINGE BACK —UP PLATE 8083 —T8 12° LONG 14 E814 — GLAZING BEAD (5/16" LAM. GLASS) 6063 —T6 — 14A E109 — GLAZING BEAD (7/18' LAM. GLASS) 6083 —TB — 15 E615 — GLAZING BEAD (INSUL GLASS) 6083 —T8 — 18 E618 — SNAP COVER 6083 —TB — 17 E813 — BOLT SUPPORT 6063 —T6 NOT SHOWN 18 — AS REOD. SIDEUTE MUWON REINFORCING 6083 —TB — 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SUWVAN & ASSOC. 20 FB1202 — FLUSH BOLT LEVER — SUWVAN & ASSOC. 21 FBRBI4SS — CONCEALED FLUSH BOLT ROD ST STEEL SULUVAN & ASSOC. 22 812 SINS AS REOD. FRAME ASSEMBLY SCREWS — — 23 812 X 3/4' — HINGE INSTALLATION FASTENERS — FH SINS 24 — — 3/8' DIA. THREADED ROD STEEL — 25 WI1323 — PILE W'STRIPPING WOOL ULTRAFAB 26 E20818 —KN -3020 — BULB W'STRIPPING SANTOPRENE EPDM 27 E208 — GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 — — GLASS SPACER SILKXDAE FRANK LOWE RUBBER CO. 29 E622 — FLUSH BOLT CUP NYLON — 30 DLOIRC — BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLDMWB — WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4° 2/ ADAPTER FH SELF DRILLING SCREWS — — 34 — 2/ UTE SETDNG BLOCK. 1/4' X 1/2' X 4' LONG EPDM AT 6" FROM EACH END, DUROMETER 6535 35 — 2/ LITE SETTING BLOCK, 1/4° X 3/4' X 4' LONG EPDM AT 8" FROM EACH END, DUROMETER 8835 HINGES; 3-1/2' X 7 -5/8' X .122° THK. EXTRUDED ALUM HINGE PART #FD -107 BY SUWVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE A710-1/4" FROM BOTTOM TOP HINGE AT 11 -3/4° FROM TOP CENTER HINGE AT MIDSPAN (38' O.C. MAX.) HINGES FASTENED WITH #10 X 1° FH SINS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JMS504 SEALANT. j__ fs1 4Yl Engr: JAVAD PHMAD CIVIL RA. PE 8 7_0592 CAN. 3533 Jp A 8 ZJ1Y V' i Z N U gg I drawing no. W12 -08 sheet 7 of 9 ) -1.750 d 1 F4-.519 d 1 j°-•394 % 11.4-.130 .803 .045 ti 4.000 078 4.037 •078 - 4.750 •803 .045 () GLAZING .050 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (306) 204 -RICO FAX (808) 2828978 .825 ((1a i I r *2.082 -=-{ HEAD /SILL 1.82$ DOOR FRAME 1.047 14 GLAZING BEAD S 1.047 BEAD JINSUL. $ GLAZING 1.172 O LEAF TOP 1.507 1 4.000 - 1.507 /BOTTOM RAIL 4.781 0 SIDELITE C J .078 1.825 7.531 3.719 - .078 8.250 4.719 .078 1 1.750 1.507 ECO WINDOW SYSTEMS, (IC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL. (305) 885 -5299 FAX (305) 885 -5902 I LEAF 1.500 088 WSTRIP 312 ADAPTER " -,�--. may, T j - �'ewaf. 4.000 �I LEAF HINGE STILE 1.507 -=-I 1.750 TOP II & BOTTOM FRAME 5.344 -- - 4.000 .312 ,2 LEAF 094'- 2.081 1.507 in I 1 1.+ -1.750 �I 7A 8° BOTTOM RAIL /-1 n .442 .329 .078 1.584 BRACKET .078 ,o LEAF LOCK STILE FRAME 1 �7 1.818 COVER •.-1.507.41 ALIGNMENT 750 ! IbiIllI 1 1111 tiiii.. iiffN"I' YYna.... dg-' p 1.574 ,3 HINGELBACK- -7 1.507 � - -a3aa - -...._ 3.719 `--"�` .4-,078 1 EAF .375 - .,25 UPPPLATE 3.781 .12$ 1 -.887 I .078 i. 1.750 . 2081 I 4 0$0 1.197 I .15419- SNAP COVER I1. tt LEAF ASTRAGAL STILE 16 SIDELITE MULLION REINFORCING 8.281 90W 1 250 •719 �1.sao .825 �1 500 719 --.4. t.50 7 4.000 .078 - - 4.788C.At�d. P i ^ g $ t $ Eno.: Java, c57:1592 i 'V AHMAO JUN 2t 201Z 4.000 .079 2.097 4.000 .078 drawing - no. W12 -08 SIDELITE 9" BOTTOM FRAME (3) DOOR FRAME JAMB (5) SIDELITE FRAME JAMB (5) SIDELITE SLIP ON JAMB sheet $ of 9 DOOR FRAME CORNER SIDELITE SUP ON JAMB CORNER drawing no. W12 -08 MICHAEL U. ALIMBA P.E. Consulting Civil Engineer #59245 PHONE 305- 623 -3202 3361 NW 209 TERRACE, MIAMI GARDENS, FLORIDA, 33056 DESIGN WIND PRESSURES ON WINDOWS PER A.S.C.E. 7 -10 MRS LESLEY LEE'S RESIDENCE, 62 NE 109 STREET, MIAMI SHORES, FLORIDA VELOCITY PRESSURE kips := 10001bf z := 13.5 psf := lb2 V := 175mph ft2 := max(z,15) V := 175mph I := 1.0 Kd := 0.85 K,t := 1.0 2 f 9.5 r 2 KZ := 2.01 •I KZ = 0.849 q := 0.00256•KZ• lbf Kz Kd[ m h] ft p WIND LOAD ANALYSIS q = 56.57psf Internal pressure coefficients: 0.18 GCPi := -0.18 A := 16.2 x := max(A, 10) x = 16.2 POSITIVE PRESSURE P 10 Q := 500 G 0.85 C := 0.8 0.3.(log(x) - log(P)) GCp := 1.0 - GCp = 0.963 (log(Q) - log(P)) p := q.(GCP + Gi) P (4464.269459) p sf NEGATIVE PRESSURES ZONE 4 GCp := 1.1 0.3•(log(x) - log(P)) (log(Q) - log(P)) GCp =1.063 70.316 p := q.(GCp + GCpi) P = 49.951) psf 1 of 2 A = 16.2 1 ZONE 5 GCp = 1.4 0.3•(log(x) - log(P)) (log(Q) - log(P)) GCp = 1363 p := q•(GCp + GCpi) DESIGN PRESSURES, ZONE 4 p = +64.701-70.3psf __ f (87.287) P 66.922 ZONE 5 p = +64.70147.30psf CESICMAINDPRESSUES FCRWNXYiS &DOOR MARK NO. SIZE PANEL SF ZONE GC P + PSF - PSF ZONE GC , + PSF - PSF 1 74"x3825' 9.80 4 +1.0/ -1.10 +66.75 -72.40 5 +1.0/ -1.40 +66.75 -85.53 2 111'1x63" 24.3 4 +0.93/ -1.03 +62.90 -68.60 5 +0.93/ -1.33 +62.90 -89.40 3 xlt 13.0 4 +0.98/ -1.08 +65.60 -71.30 5 +0.98/ -1.38 +65.60 -88.30 4 3rx " 18.45 4 +0.95/ -1.05 +64.10 -69.80 5 +0.95/ -1.35 +64.10 -86.70 5 111"xd 16.20 4 +0.963/ -1.063 +64.70 -70.30 5 +0.963/ -1.363 +64.70 -87.30 6 3rx3113“ 9.80 4 +1.0/ -1.10 +66.75 -72.40 5 +1.0/ -1.40 +66.75 -89.40 DOOR +66.75 -89.40 A 72" x 80" 40 4 +0.89/ -0.99 +60.70 -66.40 5 +0.89/ -1.29 +60.70 -83.40 Charles C. Mitchell, 2 of 2 Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305 - 795 -2204 Fax: 305 - 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owner RESIDENTIAL CONSTRUCTION PATRICK AND LESLY LEE Subdivision/Project Construction Type Square Footage Description of Work NONE V -B 600 Bldg. Permit No. RC -12 -13 -2860 Interior Renovation Contractor SHORECREST CONSTRUCTION INC Date Issued 07/10/2014 Occupancy Load R -3 Occupancy SINGLE FAMILY HOME Type Applicable 2010 FLORIDA BUILDING Code Location 62 NE 109 ST Miami Shores FL 33138 Building Officials Approval Ismael Naranjo, CBO Not Transferable POST IN A CONSPICUOUS PLACE Florida Building and Zoning Department INSULATION CERTIFICATION CARD Master Permit Number 13 " 2 1(4 0 Job Address (Z Al& /X9' '' 5rd ` M jai Sgpag , / 331' 4 Insulation Manufacturer's Name: Y,4& 5447t0 / JO Ito 3 hlAr' -ray Insulation Type: R -Value of Insulation: ROOF ATTIC R= 36 kr -s WALLS R= M & 3 e- 1)10 NPPy FLOORS R= Verify does not block attic ventilation: popi A.101- Oci e t Name of G/C Qualifier/Home Owner e. Signature of G/C Qualifier/Home Owner Installation Date Florida Building Code Chapter 13-104.4.3 Miami -Dade County Building Department 11805 S.W. 26 Street, Miami, FL 33175 -2474 www.lniamidade. zov /building ENERGY, SOUND AND IMPACT CERTIFICATE Building Permit No: / 2 ° 2t6 D Project Name: L,_ 2 e. Job Address: it I STATEMENT OF COMPLIANCE ,5110(10S !i 33/4/ We, the undersigned, hereby certify that the ENERGY. SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA BUILDING CODE. the APPROVED ENERGY CALCULATIONS and Plans and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below: (check only applicable boxes). W 1) Exterior CBS W Insulation: R- (Min.): Material: iV ; Thickness: inch (es): Density: lb /ft: Mfgr. r ❑ 2) Exterior Frame/Metal Stud Walls: R- (Min.): Material: Thickness: inch (es): Density: lb /ft: Mfgr. ❑ 3) Exterior solid concrete walls: R- (Min.): Material: Thickness: inch (es): Density: lb /ft: Mfgr. ❑ 4) Interior walls separating A/C from non A/C spaces insulation: R- (Min.) Material: ; Thickness: inch (es); Density: lb /ft ❑ 5) MULTI - FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (Party) walls to two separate conditioned tenancies shall be insulated to a minimum of R -11 for frame walls, and to R -3 on both sides of common masonry walls See ENERGY CODE, 2007, paragraph 13 -602. ABC.1.1, on page 13.74, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field. V6) Ceiling ins tip R- (Min.); Material: �'fjSf-12-G etr5 Thickness: inch (es): Density: 1 /ft: Mfgr. jd W,$ Ai Aid i# t k„E— ❑ 7) Walls, partitions and floor /ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls, corridors, stairs, etc. must have a sound transmission class (STC) of not less than 50 (penetrations must maintain the required rating). ❑ 8) Floor /ceiling assemblies between dwelling units or between dwelling units and public or service areas such as halls, corridors, stairs, etc. must have an impact insulation class MC) rating of not less than 50. Make photocopies of this sheet in your office, as required for future jobs. Installed by: lit Co Insulation mpanny''N;,�e Insulation,� tractor Signature Insulation Contractor CC# /!Y r�. Date Certified: Alf%,' O.C./Builder.5 T sin 7S Company Name Building Contractor COI: /511014 2 G.0 Date Certified: *AM Note: For lightweight Insulating concrete, use appropriate forms, separate from this one. Revised 02 -26 -2009