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RC-14-1428 (2) 77 � � � Miami Shores Village ' Building Department r JUL 17 015 1 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 IT) BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. rAtUILDING ❑ ELECTRIC ❑ ROOFINGEVISION EXTENSION RENEWAL T E] ❑ ❑PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 571 NW 112 Street. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2136-021-0940 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Dede Cohen PhoneMi sf c t 214 5' Address: City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name, LY Construction, Inc. ' Rhone#: 7.542346322 Address: 304 Indian Trace#254 ' City. Weston State: FL Zip. 33326 Qualifier N4rne: Luis Yibirin ,7542340922 Phone#• { # State Certification or Registration#: CbC#1512157 Certificate of Competency#;, DESIGNER:Ayci htgct/Engineers Phone#: d . 6 0 Address: City: State: Zip: Value of W is ermit:$ Square/Linear Footage o Type of ork: ❑ Addition ❑ Alteration ❑ New ❑ Repair/4eplace'' Demo Description of Work: (NC, Q ' _ • Specify color of color hru tile: Submittal Fee$ Permit Fee$ 7* CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 25 CO (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO :NOTICE,OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is Issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. aU' Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before met is The foregoing instrument was acknowledged before me this day ofA' t ,20 f� by 1411day of 20 ,by who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification andwho did take an oath. NOTARY P NOTARY PU lCE N IDY CERTAIN yftl0c St e o a .•``e1 Pu'''o of Florida Manu„ aDl/. B`�° - Not I' Notary Public ci 3,20`16 Sign: -•. A ion#E Print: mss. o :•'•�` °; Seal: APPROVED BY Pians Examiner Zoning 1, Structural Review Clerk (Revised02/24/2014) Y Miami shoresVillage Building Department .... n.n%.j 10050 N.E.2nd Avenue ell Miami Shores, Florida 33138 Tel: (305)795.2204 SARK Fax: (305)756.8972 s/l PageY01 of 1 Permit No: RC 14 Structural Critique Sheet (� f a.. Ali- 3 two ILA, r !L� 4 1 V%-0 s � � STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. 2 If any sheets are voided,remove them from the plans and replace with new revised sheets and include one c j set of voided sheets in the re-submittal drawings. Mehdi Asraf � (&,- i0! 1'Y exe - JV ry Miami Shores a Villa9 �S �Rs Building Department .... NMI" 10050 N.E.2nd Avenue Miami Shores,Florida 33138 �d Tel: (305)795.2204 Rte► Fax: (305)756.8972 CITY M J COPY Page 1 of 1 Permit No: RC; 111 —/ 42-6' Structural Critique Sheet i J �"�`�1� �-era �� w...¢.r,..�'� }'Y♦.._�.�'v,.r�-e._ wee. V-e- - xlcka� C?--�' l-r -vr, .a. A- ® .CGS. 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. Mehdl Asraf . '? y Miami Shores Village c tv � ,\5 Building Department JUL 0A 2894 910 10050 N.E.2nd Avenue Miami Shores Florida 33138 O Tel:(305)795-2204 Fax:(305)756-8972 BY- Tel: LINE PHONE NUMBER:(305)762-4949 s( � WIC. A�ii,AC,4 A FBC 2010 V - t ^ BUILDING Master Permit No.?)C_ PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL ❑PUBLICWORKS [—] CHANGE ❑CANCELLATION ❑ SHOP ',® CONTRACTOR DRAWINGS JOB ADDRESS: S 71 NW !12 .5-7 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE:¢ F' AFE: OWNER:Name(Fee Simple Titleholder): N� CADI-�� Phone#: t U L'IL(`-� A J Address:"C1 'J V-- 0 FQC t' City: C2&� Pen( L:q)j State: Zip: TenantILessee Name: Phone#:,�;rT� Email: fj).e C n (D 2-4r"D L4 06Y-W ) (• C,-D n-' '�j te(0 2..` (-f 57 CONTRACTOR:Company Name: 1CM— N Phone#: ?14 Z3 yOZ7 Address: 3®14 rAIDI&L 1KA66 ZS74 City: uzeslood State: i'%L- Zip: X333 U g2ZStQualifier Name: Phone#: -Irlt 234 42922- State ate Certification or Registration#: Cw G C I.:1 Z f' S�7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: AddressIno - �. City: - ,a e: Zip: Value othis Permit:$ Square Linear Footage of Work: Type of ❑Addition ❑ Alteration ❑New - ❑ Repair/Replace ©demolition Descriptg Aa� Specify color of color thru tile: Submittal Fee$ Permit Fee$ o •a3 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ 0 Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ `� T TOTAL FEE NOW DUE$ ' e 2 • W Bonding Company's Name(if applicable) i e° Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction i n. I understand that a se must be secured for ELECTRICAL WORK PLUMBING SIGNS �n this�unsdid separate permit o p p ,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 notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven(7 ys after the building permit is issued. In the absence of such posted notice,the inspection will not be approveVand inspection fe be charged. Signature4' Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this � ` The foregoing instrument was acknowledged before me this-1- day of ,20/ :-A by 0 ED V �� day ofrVI-1J 20 1�1 by LVF15 `/ i10; r� who is personally known to me or who has produced ----"'— who is personally known to me or who has produced As identification and who di oath. as identification and who did take an oath. NOTARY PU iN NOTARY p►C6V o1 F\,Vida ,•i`raYu e'"% HEIOY,CERTAIN `��4`"'Pu'c N ubiic•Ses pct 3.2p16 '� °: Notary Pu .State of Florida <,o .. ExP EE 640251 Co ares Oct 3,20th ign: —WAS %o Sign: Print ��t �. ' Print: My Commission Expi s: My Commission Expires: *x**xw**s**�*s�**�**•ww�xa*��+� x� sir**a/*�**r�w*��*��*wpm**x�•�w+r*s****s�*wsa*��*a*s*��a*ss*ewwsa��*w�xs !S APPROVED BY I Plans Examiner Zoning f 3 W Structural Review Clerk Revised02/24/2014)(Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) • STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 � 1940 NORTH IMONROE STREET TALLAHASSEE FL 32399-0783 YIBIRIN, LUIS GUILLERMO LY CONSTRUCTION INC 304 INDIAN TRACE#254 WESTON FL 33326 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 ; STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTM9F BUSINESS AND and they keep Florida's economy strong. y< PROFE ',S� ULATION Every day we work to improve the way we do business in order to CGC9512157 06/29/2014 serve you better. For information about our services,please log onto www.myflorldalleense.com. There you can find more information CERTIFIED G about our divisions and the regulations that impact you,subscribe to department newsletters and learn more about the Department's :. , Ys91RtN;,CCAS , initiatives. o R � $ 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, IS CERTIFIED under tile.provisions of cri;aa9.FS,' and congratulations on your new license! 6zpirationdko AUG-11;:2016... UaeWOas. y— DETACH DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA e, DEPARTIVIENT:(W BUSIi ESS AND PROFESSIONAL REt.ULA7ION -ONSTRUCI11 INDUSTRY LICENSING BOARD GllaC15121s7 The,GE IERAL"CO TRACTOR n: N�Irn�d IS,4ERTIFIED p t f let ti apt v*ns of Chapter 489 FS Explraftc�tt'date: AUG.31,2016 F r a •. yYIi7�IyITR`i�s�iq. I��71 �Lprd r r I D#A TIAL r r ap : � 4 ,;�- E TON : 8 , ? #Al r ■ i Was ®. r • ISSUED: 06129=14 DISPLAY AS REQUIRED BY LAW SEQ# L1406290001635 ..-->,..4,e': .�t?, «? ''a',ca '., �.,„�'..e:... ':s�'«.„.. �u,�::�•6, �. .�•,�—. ..,... .e, .,:,� #.��f $... s ,�,t�;�.,?�°�:'„` �>.�:-� § .. �°. ^c ��.�? �H. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 DBA: Receipt#:180-7475 LY CONSTRUCTION INC p GENERAL CONTRACTOR (GENE Business Name: Business Type:CONTRACTOR) N Owner Name:LUIS. GUILLERMO YIBIRIN Business Opened:02/14/2007 a Business Location:304 INDIAN TRACE #254 State/County/Cert/Reg:CGC1512157 WESTON Exemption Code: Business Phone: 04, Room seats Employees Machines Professionals 1 For Vending Business Only 9 Y Number of Machines: Vending Typo: Tax Amount Transfer Fee' 'Penalty Prior Years Collection Cost Total Paid 27.00 a.0a a Oa 0.00 0.00 0.00 27.00 ....._......._ ..._.___.... _ ._,... ..,_ THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: LY CONSTRUCTION INC Receipt #1CP-13-00004342 M' 304 INDIAN TRACE #254 Paida7/11/2014: 27.00 WESTON, FL 33326 E 2014 - 2015Re £s4..fr.'.. "agwn ,x„i:'N�+. .w s. . ..:,..,c x,..v', ..+......, O"•zvr.4#h..,:f.. 'aw, a.s. s ?',.; .+#'a >.. £.e'S :'^Pj.,+a;e... z. . M'aw, ACORU CERTIFICATE OF LIABILITY INSURANCE DATE(IIWODIYYYY) 01120!2015 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 certHlcate holder is an ADDITIONAL INSURED,the ponwies)must be endorsed.It 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 endorsemen s. PRODUCER NCOAeeE:_ Delores S.Dorsch Bradley&Parker of Florida,Inc. PHONE - tA µ� {954)846-0002 (954}846-0006 14201 W Sunrise Blvd Suite 103 - ADDRESS: - _ _ INSIIRBR(SI AFFORDING COYERMiB _ __ -t _ NAIC=�• Sunrise- - _ - - - FL 33323 }Nst R A: S_CO_TTSDALE INS COMPANY INSURED - - - - INSURER a PROGRESSIVE EXPRESS INS CO —-+ 10193 L Y Construction Inc. INSUam C: - 304 Indian Trace#25 INSU}tER D_ INSURER E. Weston FL 33328 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. sit�LTRR: TYPE OF M$URANCE � - -POLINUMBE'- - -.R..-- CY x,COMMERCIAL GENERAL LU►aEUNITS.ITY I I I I EACH OCCURRENCE MS S 1.000.000 L 1 j CLAIMADE i X i OCCUR 10MUUWT0 6 - -i - - - I I,PRFMISES(ft cwcuW _•,$ 100,000 - - - MEO FxP A one Person!. S 5,00_0_ A - CPS1844293 0911412014 1 09M41201 5 PERsoNAL&ADV INJURY $ 1,000.000 - I GEN7.AOOREGAT_E LIMIT APPLIES PER: I I -—— - — - -'—- -'— - i 1 PRO. I 1 I GENERAL AGGREGATE $ 2 000,000 x POLICY I ;JECT I_'LOC ! - - - - =— - - - OTHER; �— --- PRODUC --CONIPA7P AGG I$?,000,000 I � � TS - I - --- - AUTOMOBLE UARLMY I ICO INED I E LW $ $ l I I _ _ 300,000ANYAUTO _ B ALL ` SCHEDULED LBODILY INJURY(Per - - .1 AUTOS AUTOS 02100195-1 03/0512014 03/0&2015'BODILY INJURY(Per nQ l$ .. HIRED AUTOS AUTOS I I I I I PROP tDAMA�E t I$ I •$ UMBRELLALWB OCCUR F.ACHOCCURRENCE $ i EXCESS LIAR �LAIMS-MADEI ! I I I-- AGGREGATE - DED RETENTION$ - $ !WOR KERSCOMPENSATON P AND EMPLOYERS'LIABILITY Y I N) I I I ATUT- H IANYPROPRIETOWPARTNEPjMCUTIYE I .J.Ef I I - OFFICEWMEkIBER EXCLUDED? 1 NIA E.L EACH ACCIDENT_ _ $ - J(dory In NHI IE.L.DISEASE-EA EMPL $ - - - DES RWrION OF OPERATIONS below I E.L DISEASE-POLK:Y U $ I I I , I DEscRUMON OF OPERATIONS I LOCATION I VEIECLES(ACORD 151,AddWoml Romwks Schedule.MW be amsehed H we apmw 4 mqulrad) General Contractor License#CGC#1512157 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE (RATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Miami Shores A RD!; CE WITH THE POLICY PRO SIGNS. Building Department 10050 NE 2nd Avenue AUTHVJZEATNFMiami Shores 'a A �"d } ®1988.2014 A90RD CORPORATIO .All rights reserved. ACORD 25(2014101) The ACORD name and logo are regleftobd marks of ORf '��NE JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 2/22/2013 EXPIRATION DATE: 2/22/2015 PERSON: YIBIRIN LUIS FEIN: 204941852 BUSINESS NAME AND ADDRESS: LY CONSTRUCTION INC 304 WESTON ROAD#254 WESTON FL 33326 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation M,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 ')61 Y-9, .... m..� Miami Shores Village Building Department lOR>� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption 0 — 77777 Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. §440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if- 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company. Therefore,you maybe personally liable for the worker compensation injuries of anv person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Co actor Print Name: /� ,,/,, /,,,, Print Name: Signature: d.�'rriC,f� a5hpo 1 Signature: State of Florida) State of Florida) County of Miami-Dade) County of Miami-Dade) ' Sworn to and sub sci' e e his I Sworn � ore m 's day of l3 �,,,.....,�ap �>�. day of �� °. •`�' HEIVY CERTAIN a°s e� —�HE�TAI14 B Notary P biic-State of F _ gy V PJt *-State o1 Iorida By, - 'er __p1r93 act 3 ?7 's9 oc' P11V3 US"' mission S EE ti40<; '•°F'�0:: C......issio 4E 40251 (SEAT- (SEAL "�....a� !-� T of Iden cation r uced �^ - TVDCo n u a LY CONSTRUCTION CGC 1512157 Miami Shores Village February 3, 2015 Building Department This letter is to certify that I will be the only person working on the project located at 571 NW 112 Street in Miami Shores. Contractor Signature:v/Z4"11/ State of Florida County of Miami-Dade The foregoing was acknowledged before me this 2- day of 20��^ By _4.f who is personally known to me or has produced g1.10 EE3 ERTAINtate of Floridas Oct 3,2016as identifl EE 840251 Nory: SFJA - FORM 405-10 .FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: REMODELING TO RESIDENCE DEDE COHEN Builder Name: Street: 571 NW 112 STREET Permit Office: MIAMI SHORES y City,State,Zip: MIAMI SHORES,FL, Permit Number: Owner. DEDE COHEN Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing Existing(Projected 9. Wall Types(1314.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,E)terwr R=3.0 1314.00 ft2 b.N/A R= fta 3. Number of units,if multiple family 1 c.WA R= fta 4. Number of Bedrooms 3 d.N/A R= fta 5. Is this a worst case? No 10.Ceiling Types (1222.0 sqft.) Insulation Area a.Under Attic(Vented) R=19.0 1222.001? 6. Conditioned floor area above grade(fta) 1222 b.N/A R= fta Conditioned floor area below grade(fta) 0 c.N/A R= fta 11.Ducts R fta 7. Windows(129.5 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 210 a. U-Factor. Sgl,U=1.13 129.52 fta SHGC: SHGC=0.50 b. U-Factor. N/A � 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 23.0 SEER:16.00 c. U-Factor. N/A fta SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor. WA fta a.Electric Strip Heat 17.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 2.287 ft. 0 6*• Area Weighted Average SHGC: 0.500 14.Hot water systems 0 • •• •• •• • a.Electric Tankless • • • I.. Dons • 8. Floor Types (12220.0 sqft.) Insulation Area " ' ' • F:0.950 '• a.Slab-On-Grade Ede Insulation R=0.0 12220.00 fta 000000 •• •• •• 9 b. Conservation features b.N/A R= fta Nene 699099 • • • i 0�i000•• c.N/A R= fta 15.Credits •'•"0 *00000 Pstat ' • Total Proposed Modified Loads: 31.43 •••••• ••••• Glass/Floor Area: 0.106 00'00' PASS0000.. Total Standard Reference Loads: 41.50 00 0000.. • • • • 0 00000 • 1 hereby certify that the plans and specific ati covered by Review of the plans and 0 0 0. O 114E ST, q q •; this calculation are inco piiance with the FI rid Energy specifications covered by this yOff, Code. calculation indicates compliance r with the Florida Energy Code. PREPARED BY: Before construction is completed s DATE: athis building will be inspected for t F � compliance with Section 553.908 I hereby certify that this buil ' , as designed, is in compliance Florida Statutes. , with the Florida Energy Code. SOD WE OWNER/AGENT- BUILDING OFFICIAL: DATE: DATE: -_Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 7, 611 0/201 4 7:12 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: REMODELING TO RESIDEN Bedrooms: 3 Address Type: Stmt Address Building Type: User Conditioned Area: 1222 Lot# ,Oymer: DEDE COHEN Total Stories: 1 BlocktSubDivision: • #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 571 NW 112 STREET Permit Office: MIAMI SHORES Cross Ventilation: County: DADE r Jurisdiction: 232600 Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, New/E)dsting: Existing(Projected) Comment: CLIMATE J IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blo k1 1222 10998 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1222 10998 Yes 4 3 1 Yes Yes Yes FLOORS •••• # Floor Type Space Perimeter R-Value Area •• • •-Riie Wood Carpef 1 Slab-On-Grade Edge Insulation Main 145 ft 0 12220 fN � • 0 0 'I ROOF .... .... ..... Roof Gable Roof Solar SA":":-:mitt :9gaitt•. Deck•••Pdch v # Type Materials Area Area Color Absor. Tested " *resM insul."'M • • • • 1 Hip Composition shingles 1273 1`12 0 ft= Medium 0.96 Ng 0.9 ;:-W:- 0 16.E ATTIC • V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1222 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 19 1222 ft= 0.11 Wood 611 0/201 4 7:12 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below # Orat TO Wall Type R-Afalue Et In Et In Area R-Alalue Fraction Absor Grade%- 1 N Exterior Concrete Block-Int Insul Main 3 44 8 9 402.0 fta 0 0.3 0 _ 2 S Exterior Concrete Block-Int Insul Main 3 44 8 9 402.0 fta 0 0.3 0 3 E Exterior Concrete Block-Int Insul Main 3 25 4 9 228.0 ft' 0 0.3 0 r- 4 W Exterior Concrete Block-Int Insul Main 3 31 4 9 282.0 fta 0 0.3 0 DOORS # Omt Door Type Space Storms U-Value Ft Width In Ft HeightIn Area 1 S Wood Main None .46 3 6 8 20 fN WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Clear) Yes 1.13 0.5 33.3 1`12 6 ft 0 in 7 ft 0 in Drapes/blinds None 2 N 1 Metal Single(Clear) Yes 1.13 0.5 17.7 f? 1 ft 0 in 5 ft 0 in Drapes/blinds None 3 N 1 Metal Single(Clear) Yes 1.13 0.5 6.3 ftz 1 ft 0 in 4 ft 0 in Drapes/blinds None 4 N 1 Metal Single(Clear) Yes 1.13 0.5 4.3 fN 1 ft 0 in 3 ft 0 in Drapes/blinds None 5 N 1 Metal Single(Clear) Yes 1.13 0.5 6.2 fN 1 ft 0 in 3 ft 0 in Drapeslblinds None 6 S 2 Metal Single(Clear) Yes 1.13 0.5 36.1 ft' 1 ft 0 in 5 ft 0 in Drapes/blinds None 7 S 2 Metal Single(Clear) Yes 1.13 0.5 25.7 ft2 1 ft 0 in 5 ft 0 in Drapes/blinds None INFILTRATION 0000 •.0. 0.00.0 # Scope Method SLA CFM 50 ELA EgLA ACH •• CH 5d". : ' • . 1 Wholehouse Best Guess .0005 1602.7 87.98 165.47 .345 ••• ••8.7434 • • • 0000.• HEATING SYSTEM "" 0000 Geese # System Type Subtype Efficiency Capacity •• •• 0 •Block •Otwts• 1 Electric Strip Heat None COP:1 17 kBtu/hr :":': ' 1 syA1 • • • 900000 COOLING SYSTEM • 0000 0000.. .. # System Type Subtype Efficiency Capacity Air Flow SHR""Block Ducts 1 Central Unit None SEER:16 23 kBW/hr 690 elm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Exterior 0.95 1 gal 60 gal 120 deg None 6110/2014 7:12 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 SOLAR HOT WATER SYSTEM ` FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None fta DUCTS —Supply— —Return— Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 210 ft= Attic 70 fN Default Leakage Main (Default)c(Defauit)c 1 1 TEMPERATURES Programable[[Thermostat: ( ]]Y [[ � [[ Calling Fans: [X] [X� [X] [X] Oct Nov Dec Heating [X]Jan [X]Feb [X]Mar �Apr [ ] [ ]Jun [ 1 Jul [ ]Aug E 1 Steep �Oct �Nov �Dec Venting [[ ]]Jan [[ ]]Feb [[XX]]Mar [ ] [ ]Jun [ ]Jul [ 1 Aug ]Sep Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 88 68 68 68 68 68 68 68 68 68 66 66 0000 - • • 0000 0000•• 0000•• •• 0000•• 0000•• • • • 0000•• 0000 0000 • • 0000 0000 0000• 0000•• •• • 0000• •• •• • •• 0000•• 0000•• • � • • • • • 0000•• 0000•• • • 0 •00000 •• • 0000 • • • •••• 6110/2014 7:12 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 1 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method • ADDRESS: 571 NW 112 STREET PERMIT#: MIAMI SHORES, FL, f MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. / Recessed lighting IC-rated as meeting ASTM E 283.Windows and / doors= 0.30 cfm/sq.ft. Testing or visual inspection required. ��/// Fireplaces:gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating / controls and cooling system. Where forced-air furnace is primary system, J programmable thermostat is required. Heat pumps with supplemental V electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. •••• 403.3.3 Building framing cavities shall not be used as supply d'Wt ; ••• •• Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with•effiurencies •• '•••• in Table 403.4.3.2. Provide switch or clearly marked ciMtbreaker••;• •• (electric)or shutoff(gas). Circulating system pipes inftatWto= •••••• •••• R-2+ accessible manual OFF switch. ...... .. ..... Mechanical 403.5 Homes designed to operate at positive pressure or wiffl mechanical •• ••' • ventilation ventilation systems shall not exceed the minimum ASt FWg62 level. •�� No make-up air from attics, crawlspaces,garages or qutdoprs adj4ee"• • to pools or spas. •••• i •••• i•••• Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of=1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or f,^ other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per l Tables 503.2.3. Equipment efficiency verification required. Special ,v/ equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 6/10t2014 7:12 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 76 The lower the EnergyPerformance Index,the more efficient the home. 571 NW 112 STREET, MIAMI SHORES, FL, 1. New construction or existing Existing(Projected 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int insul,Exterior R=3.0 1314.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst cam? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=19.0 1222.00 ft2 6. Conditioned floor area(ft2) 1222 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor: Sgl,U=1.13 129.52 ft2 71.Ducts R ft a.Sup:Attic,Ret:Attic,AH:Main 6 210 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor. N/A ft2 a.Central Unit 23.0 SEER:16.00 SHGC: d. U-Factor. N/A fP 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 2.287 ft. Area Weighted Average SHGC: 0.500 0000 8. Floor Types Insulation Area 14.Hot water 0 •ems • p' �•1 long •�• �•:• a.Slab-On-Grade Edge Insulation R=0.0 12220.00 ft2 a.Electric •• • 000, •EF:0.95 • b.N/A R- ft b. Conservation features ••• •• •0 ••••i• c.WA R= None •••••• • • • 0000•• 15.Credits 0000•• 0000•• Pstat • 0000 00•• 00000 0000•• •• • 0000• •• •• • •• 0000•• 0000•• � I certify that this home has complied with the Florida Energy Efficiency Code for Building %E STA •� Construction through the above energy saving features which will be installed (or exceeded) y'p� • in this home before final inspection. Otherwise, a new EPL Display Card will be completed '..• «v°`f„`'' "g "�,c� based on installed Code pliant features. Builder Signature: Date: (a 1 '!. • C�. } Address of NM Home: .� . � r�► � City/FL Zip: dA%kKt.V *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For Information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge@)USA-FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation • • Summary DEDE COHEN Project Title: 571 NW 112 STREET REMODELING TO RESIDENCE DEDE COHEN MIAMI SHORES, FL s 6/10/2014 Location for weather data: Miami, FL -Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) Humidit data: Interior RH 50% Outdoor wet bulb 7 Humidity difference 5 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 16412 Btuh Total cooling load calculation 21452 Btuh Submitted heating capacity %of talc Btuh Submitted cooling capacity %of talc Btuh Total (Electric Strip Heat) 103.6 17000 Sensible (SHR= 0.75) 107.2 17250 Latent 107.3 5750 Total 107.2 23000 WINTER CALCULATIONS Winter Heating Load for 1222 s ft Load component Load V0ndcw9 5%) Window total 130 sgft 2927 Btuh Wail total 1164 sgft 4158 Btuh s - Door total 20 sqft 184 Btuh �1�tam ce��sn�k Ceiling total 1222 sgft 1198 Btuh Floor total 12220 sgft 3422 Btuh r Infiltration 101 cfm 2226 Btuh 6606 -Duct loss 2297 Btuh s '6600• 0006.. Subtotal 16412 Btuh k�e�cas!6�6 • •' ftoera(214fi) ••• ••• 6666:• Ventilation 0 cfm 0 Btuh • TOTAL HEAT LOSS 16412 Btuh •••••• • • • 6666•• 6066 6666 • • SUMMER CALCULATIONS 6.66 6.66 ••:••. 0000.. Summer CoolingLoad for 1222 s ft • • ••.. . 00.00 •• .• • •• 6.0.00 Load component Load •••••• 6• Window total 130 sgft 2883 Btuh : • : • Wall total 1164 sgft 3119 Btuh :"'•' 6 6 Door total 20 sgft 276 Btuh �..6 : 0 0 0 0 0"": Ceiling total 1222 sgft 2636 Btuh Latent Mterneg7?k) 3v naCiisC13960••• Floor total 0 Btuh Infiltration 76 cfm 1252 Btuh Internal gain 3320 BtuhAy3 cengsC,�9G} Duct gain 2606 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 16092 Btuh Duota[16% Latent gain(ducts) 768 Btuh Latent gain(infiltration) 2992 Btuh ; Latent gain(ventilation) 0 Btuh �+aczo�c, Latent gain(intemaVoccupants/other) 1600 Btuh Total latent gain 5360 Btuh TOTAL HEAT GAIN 21452 Btuh EnergyGaugeS Syst in Bill Edition PREPARED BY: DATE: I •. EnergyGauge®1 USRFZB v3.1 System Sizing Calculations - Winter • Residential Load - Whole House Component Details DEDE COHEN Project Title: 571 NW 112 STREET REMODELING TO RESIDENCE DEDE COHEN MIAMI SHORES, FL Building Type: User 6/10/2014 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F(MJ8 99%) Window Panes/Type Frame U Orientation Area ft X HTM= Load 1 1, NFRC 0.50 Metal 1.13 N 33.3 22.6 753 Btuh 2 1, NFRC 0.50 Metal 1.13 N 17.7 22.6 399 Btuh 3 1, NFRC 0.50 Metal 1.13 N 6.3 22.6 141 Btuh 4 1, NFRC 0.50 Metal 1.13 N 4.3 22.6 98 Btuh 5 1, NFRC 0.50 Metal 1.13 N 6.2 22.6 139 Btuh 6 1, NFRC 0.50 Metal 1.13 S 36.1 22.6 815 Btuh 7 1, NFRC 0.50 Metal 1.13 S 25.7 22.6 581 Btuh Window Total 129.5 ft 2927 Btuh Walls Type Omt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Cone Blk,Hollow - Ext (0.179) 3.0/0.0 334 3.57 1194 Btuh 2 Conc Blk,Hollow - Ext (0.179) 3.0/0.0 320 3.57 1144 Btuh 3 Cone Blk,Hollow -Ext (0.179) 3.0/0.0 228 3.57 814 Btuh 4 Cone Blk,Hollow - Ext (0.179) 3.0/0.0 282 3.57 1007•" Wall Total 1164 ft 415&Bhth •••••• Doors Type Storm Ueff. Area X HTM= LdW, •, 1 Wood-Exterior, n (0.460) 20 9.2 ":" 184 BttM °°°•°• Door Total 20 ft °° °° 184BTuh :....: Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Loi °°°• 1 Vented Attic/L/Shing (0.049) 19.0/0.0 1222 1.0 ..... 11%84 Btgh 00:006 Cellinq Total 1222 ft 1198 y11 Floors Type Ueff. R-Value Size X HTM= ••••• Load* 1 Slab On Grade (1.180) 0.0 145.0 ft(perim.) 23.6 34;2 B�twh ....:. Floor Total 12220 sqft 3422 Btuh • Envelope Subtotal: 118EVt tuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.55 10998 1.00 101.2 2226 Btuh Duct load Average sealed, R6.0, Supply(Att), Retum(Att) (DLM of 0.163) 2297 Btuh All Zones Sensible Subtotal All Zones 16412 Btuh EnergyGauge®/USRFZB Y3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) DEDE COHEN Project Title: 571 NW 112 STREET REMODELING TO RESIDENCE DEDE COHEN MIAMI SHORES, FL Building Type: User � 6/10/2014 Subtotal Sensible Heat Loss 16412 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 16412 Btuh 1. Electric Strip Heat 17000 Btuh Key.Window types- NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear or Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) 0000•• HTM-(Manual]Heat Transfer Multiplier) + • • • 0000•• •• 0000.. Version 8, 000•• 0000 •••• 0 • • 0000 0000 0000• • . 0004.• •• • 0004• •• •• • •• 0004•• • 0040•• • • • • • 4 0000•• 0444.• 4 • • 0404•• •• • 0000 • • • .00• EnergyGauge®/USRFZB Al Page 2 • li System Sizing Calculations - Summer Residential Load - Whole HouseComponent Details DEDE COHEN Project Title: 571 NW 112 STREET REMODELING TO RESIDENCE DEDE COHEN MIAMI SHORES, FL 6/10/2014 Reference City: Miami, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference: 58gr. �ppttl� � 1I`�I Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.50,1.13 B-L No N 6.Oft. 7.Oft. 33.3 0.0 33.3 22 22 742 Btuh 2 1 NFRC 0.50,1.13 B-L No N 1.0ft. S.Oft. 17.7 0.0 17.7 22 22 393 Btuh 3 1 NFRC 0.50,1.13 B-L No N 1.0ft. 4.01t. 6.3 0.0 6.3 22 22 139 Btuh 4 1 NFRC 0.50,1.13 B-L No N 1.0ft. 3.Oft. 4.3 0.0 4.3 22 22 97 Btuh 5 1 NFRC 0.50,1.13 B-L No N 1.0ft. 3.Oft. 6.2 0.0 6.2 22 22 137 Btuh 6 1 NFRC 0.50,1.13 B-L No S 1.01t. S.Oft. 36.1 36.1 0.0 22 24 803 Btuh 7 1 NFRC 0.50,1.13 B-L No S 1.0ft. 5.0ft. 25.7 25.7 0.0 22 24 572 Btuh Window Total 130 (sqft) 2883 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Concrete BIKHollow-Ext 0.18 3.0(0.0 334.2 2.7 895 Btuh 2 Concrete BIKHollow-Ext 0.18 3.0/0.0 320.2 2.7 858 Btuh 3 Concrete Blk,Hollow-Ext 0.18 3.0/0.0 228.0 2.7 611 Btuh 4 Concrete Blk,Hollow-Ext 0.18 3.0/0.0 282.0 2.7 755 Btuh Wall Total 1164 (sqft) 3119 Btuh Doors Type Area(sqft) HJM tpita.• 1 wood-Exterior 20.0 1%0&• .•276 ,Btuh • Door Total 20(sqft) ••••• 27t.lbtuh ...:. Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HINio Load 1 Vented AtticlUght/Shingle 0.049 19.010.0 1222.0 4fbo 0 0, .2tki8' ,Btuh • Ceiling Total 1222 (sqft) 0000 2BWBtuh •;••� Floors Type R-Value Size •• •40 0 d'. ..•. 1 Slab On Grade 0.0 12220(ft-perimeter) Q g 0 Btuh • Floor Total 12220.0 (sqft) • �0 Btuh •. Envelope Subtotal: •..' 8414 Btuh ••••; • Infiltration Type Average ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.41 10998 1 75.9 1252 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 2400 3320 Btuh Sensible Envelope Load: 13485 Btuh Duct load Average sealed,Suppiy(R6.0-Attic),Retum(R6.0-Attic) (DGM of 0.193) 2606 Btuh Sensible Load All Zones 16092 Btuh EnergyGauge®/USRFZB v3.1 Page 1 Manual J Summer Calculations • Residential Load - Component Details (continued) DEDE COHEN Project Title: Climate:FL MIAMI_INTL AP 571 NW 112 STREET REMODELING TO RESIDENCE DEDE COHEN MIAMI SHORES, FL 6/10/2014 Sensible Envelope Load All Zones 13485 Btuh Sensible Duct Load 2606 Btuh Total Sensible Zone Loads 16092 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 16092 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 2992 Btuh Latent ventilation gain 0 Btuh Latent duct gain 768 Btuh Latent occupant gain (4.0 people 200 Btuh per person) 800 Btuh 0000 Latent other gain •• •8A0.$tuh 0000. Latent total gain ••••• ude•btuh •• • 0000. TOTAL GAIN ""' 21462 Btuh ••••; 0 0060 0000 0006 0000, :., .............................................: +� . • 6 ._0000: 0000 0011000 . 0000...: _.:.:. • 6 . • 1. Central Unit # • 23?;OQ• uh ••+:• 6 *Key: Window types(Panes-Number and type of panes of glass) •••• (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half('h)) (Omt-compass orientation) Version 8 EnergyGauge®/USRFZB v3.1 Page 2 9/11/2014 Florida Building Code Online o m � 8 6 .'a @ • m 0 .:.. Fiaida Departlnentof ecus Home ! tcg p 1 user RegWm on I Hot Topks 1 WmIt Su dwMe ! �a� I Puwkstkuts i Fac siert eas srce Mep inks ; searc►t Busines .X Product Approval Professi al USOL,PuikUser Regulation Prndurr AnnnmymI Monti>Prndur7 or Application Sparrh>ApplIrwHnn t IaF>Appil n DOW �{ FL# FL11109-R4 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Janet Gerard fbclOjeld-wen.com Technical Representative JELD-WEN Corporate Customer Service + i Address/Phone/Emabl 3737 Lakeport Blvd. Klamath Fails,OR 97601 (800)53S-3936 customerserviceagents@jeld-wen.com • Quality Assurance Representative Address/Phone/Email Category .-"Mrs, Subcategory Idlivai3oor=assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) glupdard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11109 R4 Eauiv EER 2086 JELD009S.Rdf FL11109 R4 Eauly EER 2087 JELD0097.odf F-LI1109 R4 •E•guiv EER 2088 3ELD0096.Q.Of FL11109 g4..Eguiv EER 2089 Revl 3ELD0098.odf a FL11109 R4 EgUiv EER 2090 RevO JELD0099.12df FLI1109 R4 Equiv EER 2091 RevO JELD0100.ndf https://www.itoildabufding.org/pr/pr app dtl.aspx?peram--wGEVXQwMgtteGslp3OvupdVpwonLmUrYLRSVUmmc2lHLYQV3vYuQ%3d%3d 1/3. 9/11/2014 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 07/24/2013 Date Validated 09/03/2013 Date Pending FBC Approval Date Approved 09/03/2013 Summary of Products FL# Model,Number or Name Description 11109.1 Builders Atlantic Aluminum Sliding Patio Door 72"x 80"(Bypass 2 Track) UmI s of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11109 R4 C CAC N1011111.03.Ddf Approved for use outside HVHZ:Yes FL11109 R4 C CAC NIOIJ111.04.odf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+50/-50 05/31/2016 Other. installation Instructions FL11109 R4 II 3ELD0098 Revi 4500SGDNon-Im ap ct.ndf Verified By: Robert J.Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL11109 R4 AE PER 2089 Rev1 JELD0098.g_df Created by Independent Third Party:Yes 11109.2 Premium Atlantic Aluminum Sliding Patio Door 191.5"x 96"(Bypass 2 Track) Umits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11109 R4 C CAC NI011110.03.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2016 Design Pressure:+80/-80 Installation Instructions Other. FL11109 R4 II JELD0095 Revi PremAtlanticAL-Imnact- SteglRe1nf-SGD.Ddf Verified By: Robert J.Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL11109 R4 AE PER 2086 Revi JELD0095.Ddf Created by Independent Third Party:Yes 11109.3 Premium Atlantic Aluminum Sliding Patio Door 191.5"x 96"(Bypass and Pocket 2 Track) 142.75"x 96"(Bypass and Pocket 3 Track) Umits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL11109 R4 C CAC NI011110.02.Ddf Approved for use outside HVHZ:Yes FL11109 R4 C CAC NI011110.07.Ddf Impact Resistant:Yes FL11109 R4 C CAC NI011110,ndf Design Pressure:+80/-80 FL11109 R4 C CAC R4 NI011110.03.Ddf Other. Quality Assurance Contract Expiration Date 02/28/2016 Installation Instructions FL11109 R4 II JELD0097 Revl PremAtlanticAL-Imoact- SteelRe1nf-SGD,Odf Verified By: Robert J.Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL11109 R4 AE PER 2087 Revi JELD0097.Ddf Created by Independent Third Party:Yes 11109.4 Premium Atlantic Aluminum Sliding Patio Door 191.5"x 96"(Bypass and Pocket 2 Track) 142.75"x 96"(Bypass and Pocket 3 Track) Umits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL11109 R4 C CAC NI011110.Oi.0df Approved for use outside HVHZ:Yes FL11109 R4 C CAC NI011110.04.Ddf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+80/-80 02/28/2016 Other. Installation Instructions FL11109 R4;II JELD0096 Revl PremAtlanticAL-NonImuact- SteelReinf-SGD.Ddf Verified By: Robert J.Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL11109 R4 AE PER 2088 Revi JELD0096.pdf Created by Independent Third Party:Yes 11109.5 Premium Atlantic Aluminum Sliding Patio Door 191.5"x 96"(Bypass and Pocket 2 Track) 142.75"x 96"(Bypass and Pocket 3 Track) httpsJ/www.floridabufding.org/pr/pr app tl.aspx?param=wGEVXQwtDgttaGsip3G'vupdVpwanLmUrYLR5VUmmc2l HLYQV3vYutl%3d%3d 2/3 9/11/2014 Florida Building Code Online Umits of Use Certficatlon Agency Certificate Approved for use in HVHZ.Yes FL11109 R4 C CAC NI011110.01.odf Approved for use outside HVHZ:Yes EL11109 R4 C CAC N1011, li, 0_06.odf Impact Resistant:No Quallty Assurance Contract Expiration Date Design Pressure:+50%50 02/28/2016 Other. Installation Instructions F11109 R4 II 3ELD0099 RevO 6800SGONon-Imo.Ddf Verified By:Robert J.Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL11109 R4 AE PER 2090 ReyQ JELD0099.2df Created by Independent Third Party:Yes 11109.6 Premium Atlantic Aluminum Siiding Patio Door 191.5"x 96"(Bypass and Pocket 2 Track) 142.75"x 96"(Bypass and Pocket 3 Track) Umits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11109 R4 C CAC NI011110.05.ndf Approved for use outside HVHZ:Yes FL11109R4- C CAC NIO11110.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 02/28/2016 Other: Installation Instructions FL11109 R4 II JELD0100 ReY0 680OImiAct.odf Verified By:Robert J.Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL11109 R4 AE PER 2091 RevO JEL00100.pdf Created by Independent Third Party:Yes ::19dfh Nerrh 6Mnme Street.Taffahassm FL 32-400 PFnna•RSO-6R7-1 R�6 The State of Florlds is an AA MO employer. 011 cram of Florida.; ::BBYund Staternaot Under Florida law,email addresses are pubic records.If you do not want your e-mail address released In response to a public-records request do not send electronic map to this entity.Inst,died the ofte by phone or by traditional mall.V you have arty questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effedtve Odober 1,2012,Hammes licensed under Chapter 455,F.S.must provide the Deparbnent with an email address V they have oro.The snaps provided may be used for otricial eornrmrnkstion with the itansee.However snap addresses are public record.V you do not wish to supply a personal address,please provide the Department with an snap address which can be made available to the public.To determine H you we a licensee under Chapter 455,F.S., please dick hew— Product Approval Ac skckrritY�u:rahcr ,•e. obr�2k' r � v NOTICE OF PRODUCT CERTIFICATION h.. CERTIFICATION NO: NI011110.05 DATE: 05/22/2012 m CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN ., CODE: 822-1 To verify that the"Notice ofProduct Certification"is valid,please visit www.NAWCertification.com to assure that the product is active and currently listed.This certification represents product conformityto the applicable specification and that certification criteria has been satisfied ANAMI approved certification label must be applied to theproduct to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DE S U SCRIPTION JELD-WEN "Premium Atlantic Aluminum Sliding 3737 Lakeport Boulevard Patio Door"Sliding Glass Door Klamath Falls,OR 97601 Configuration:OJT Glazing:Laminate-3/16"Annealed Glasa/0.090"SentryGlass Pluv3/16"Annealed Glass or IG-3/16"Tempered Glassn aminate- 3/16"Annealed Glass/0.090"Sen"Glas PhW3116"Annealed Glass Frame: W-7201mm(283.5") H-2438mm(96") Panel: W-1257mm(49.5") H-2407mm(94.75") SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure:+50/-50 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories,Inc. ReportNo: NCTL-210-3434-1 Expiration Date: February 28,2016 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel:(804)684-5124 Fax: (804)6845122 II� - Product Evaluation Report Date: May 25,2012 Report#: 2091 Report Revision No.: 0 Project#: 412-0512 Product Mfg.: Jeld-Wen Inc. 355 Center Court Venice,Florida 34286 Product Description: Premium Atlantic Aluminum Impact Sliding Patio Door Product Category: Exterior Doors Product Sub-Category: Sliding Exterior Door Assemblies Compliance Method: Product Approval Rule 9N-3.005(1)(a)—Certification Mark or Listing Prepared By: Robert J.Amoruso,P.E. Florida P.E.No.49752 PTC Product Design Group,LLC,PO Box 520775,Longwood,FL 32752-0775 Florida C of A No.25935 CERTIFICATE OF INDEPENDENCE PTC Product Design Group,LLC and Robert J.Amoruso, P.E.do not have,nor will acquire,any financial interest ,`�e1ei�ur8eo�es in the company manufacturing or distributing o°°gt4, 3 .4 °000 product(s)covered by this Product Evaluation Report. ``��c' �tC I &?%:0-o0.0 PTC Product Design Group,LLC and Robert J.Amoruso, P.E.do not have,nor will acquire any financial interest In any other entity Involved in the approval process or ATS OF roduct(s) covered by this Product � '0ooSA I ID Evaluation Report ,411111111% d6 PTC Product Design Group,LLC Project No.412-0512 Robert J.Arnoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2091 Rev.0 Page 1 of 4 FSPE Certification of Authorization No.2593S I I AFMIFAF41LW SCOPE Evaluate Jeld-Wen Inc. Premium Atlantic Aluminum Impact Sliding Patio Door for conformance to the 2010 Florida Building Code—Building and Residential Volumes Including the High Velocity Hurricane Zone(HVHZ). The engineering analysis (Reference 3.a) determines the anchorage of the product to the supporting substrate and the product evaluation report (this document) summarizes 2010 FBC compliance verification and appropriate Limitations and Conditions of Use. DESCRIPTION OF PRODUCT- INSTALLATION REQUIREMENTS See Reference 1 for a description of the product,its installation and other pertinent data related to its approved use. CODE CONFORMANCE This product is designed to comply with the 2010 Florida Building Code(FBC)requirements including the High Velocity Hurricane Zone(HVHZ). The 2010 Florida Building Code(FBC)and 2010 Florida Residential Code(FRC)requirements specific to this product that have been met by testing(Reference 2),engineering evaluation(Reference 3)and depicted on the Installation drawings(Reference 1)are the following. • 2010 Florida Building Code(FBC),Building Volume 0 1609.1.2 Protection of Openings 0 1626 High Velocity Hurricane Zones-Impact Tests for Wind-Borne Debris 0 1715.5.2 Exterior windows,sliding and patio glass doors 0 1715.5.4 Anchorage methods 0 2411.3 Doors and Operative Windows in Exterior Walls-HVHZ • 2010 Florida Building Code(FBC),Residential volume o R301.2.1.2 Protection of Openings o R4403.16 High Velocity Hurricane Zones-Impact Tests for Wind-Borne Debris o R612.6 Exterior windows,sliding and patio glass doors o R612.10 Anchorage methods o R4410.2.3 Doors and Operative Windows in Exterior Walls—HVHZ Laminated glazing interlayer material requirements meet the 2010 FBC in accordance with Miami-Dade Notice of Acceptance No.11-0624.02(Reference 5). PTC Product Design Group,LLC Project No.412-0512 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2091 Rev.0 Page 2 of 4 FBPE Certifkation of Authorization No.25935 ' II AFWAV ALV LIMITATIONS AND CONDITIONS OF USE This product evaluation contains or makes reference to specifications,technical details and installation details and/or methods that pertain to the proper use and/or installation of the product specified herein.Specific limitations and conditions of its use including but not limited to the following are contained In Reference 1 and are the subject of Product Approval in accordance with the State of Florida Product Approval Rule 9N-3. • Design Pressure Rating(psf) • Installation restrictions. • Installation substrate requirements. • Product description. • Installation anchor requirements. • Product components. QUALITY ASSURANCE This product is manufactured under a quality assurance program audited by an approved Certification and Quality Assurance Entity National Accreditation & Management institute (NAMI) as required in Rule 9N- 3.005(3).See FBC Organization No.CER1773 and QUA1789 for approval under Rule 9N-3. APPLICATIONVINSTALLATIONS OUTSIDE THE LIMITATIONS AND CONDITIONS OF USE Rule 9N-3.005(1)(e)states "Rational engineering analysis cannot be used in lieu of a standard test required by the Code for approval of products within the scope of the standard,except that project specific approval by the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the Code." Any modification to this product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others.As allowed In Rule 9N-3.005(1)(e),a project specific approval by the local authorities having jurisdiction may be used given an appropriate rational analysis is conducted and deemed acceptable to the local authorities having jurisdiction. PERFORMANCE AND TESTING STANDARDS Reference 2 conducted testing to the following standard.See Reference 3.b for Equivalency Evaluation of test procedures to the 2010 FBC/FRC. 1. TAS201-94,Impact Test Procedures. 2. TAS202-94,Criteria for Testing Impact&Non-Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. 3. TAS203-94,Criteria for Testing Products Subjected to Cyclic Wind Pressure Loading. PTC Product Design Group,LLC Project No.412-0512 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2091 Rev.0 Page 3 of 4 FBPE Certlfitation of Authorization No.25935 APOPFAWALW REFERENCES & SUPPORTING DOCUMENTS 1. Drawings: a. JELD0100,Original Release, dated May 25,2012,signed and sealed by Robert J.Amoruso,Jeld-Wen Inc.Premium Atlantic Aluminum Impact Sliding Patio Door—Installation Anchorage Details. 2. Test Reports by National Certified Testing Laboratories: a. NCTL--210-3434-1,dated July 24,2007 b. NCTL-210-3382-1,dated March 14,2007 3. Reports: a. PTC Report No.2093, Rev.0,Anchorage Engineering,for Jeld-Wen Inc. Premium Atlantic Aluminum Non-Impact and Impact Sliding Patio Door, dated May 25, 2012, signed and sealed by Robert J. Amoruso. b. PTC Report No.2091-EER,Rev.0,Equivalency Evaluation to the 2010 FBC for field-Wen Inc.Premium Atlantic Aluminum Impact Sliding Patio Door, dated May 25, 2012, signed and sealed by Robert J. Amoruso. 4. Florida Building Code: a. 2010 Florida Building Code(FBC),Building Volume 1. 1609.1.2 Protection of Openings IL 1626 High Velocity Hurricane Zones-Impact Tests for Wind-Borne Debris iii. 1715.5.2 Exterior windows,sliding and patio glass doors Iv. 1715.5.4 Anchorage methods v. 2411.3 Doors and Operative Windows in Exterior Walls-HVHZ b. 2010 Florida Building Code(FBC), Residential volume 1. R301.2.1.2 Protection of Openings II. R4403.16 High Velocity Hurricane Zones-Impact Tests for Wind-Borne Debris iii. R612.6 Exterior windows,sliding and patio glass doors Iv. R612.10 Anchorage methods v. R4410.2.3 Doors and Operative Windows in Exterior Walls—HVHZ 5. Material Certifications a. DuPont Sentry Glass Interlayer,Miami-Dade Notice of Acceptance No.11-0624.02. PTC Product Design Group,LLC Project No.412-0512 Robert J.Amoruso,P.E. P.O.Box 520775—Longwood,Florida 37252 Product Evaluation Report FL No 49752 Phone:321-690-1788 Fax:321-690-1789 No.2091 Rev.0 Page 4 of 4 FBPE Certlftcation of Authorization No.25935 s PREMIUM ATLANTIC ALUMINUM L6RqyL) SLIDING PATIO DOOR LARGE MISSILE IMPACT RESISTANT- 2 &3 S AND POCKET FRAMES N 2831/ MAX DOOR WIDTH q 49"MAX FD® 49 7/16•MAX ACTIVE 49 3/4'MAX ACTIVE 49'MAX ACTIVE 49 7/16"MAX ACTIVE 49'MAX ACTIVE N PANEL WIDTH PANEL WIDTH PANEL WIDTH PANE.WIDTH PANEL WIDTH PANEL WIDTH .} (W/INTERLO=) (W/ASTRAGAL) (W/LoacS'1TLE) (W/ (W/LOqKSTI,,E) 42 7/8'MAX 42 7/8•MAX 42 7/B"MAX 42 7/8'MAX 42 7/8'MAX 42 7/8"MAX DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH DLA WIDTH DLO WIDTH ®V WOO �� PI,C o 8 c 6 6 O C NQ tl � F G H I G H E .� � In a , O X X X X X z s � v� z � Oy A,D A B A B A B A B AD GENERAL NOTES 1 TYPICAL ELEVATION R 1. THE SYSTEM DESCRIBED HEREIN HAS BEES DESIGNED AND TESTED IN ACCORDANCE WITH I N.T.S. EXTERIOR ELEV THE 2010 FLORIDA BUILDING CODE INCLUDING SUPPLEMENTS FOR 115E WITHIN AND OUTSIDE THE HIGH VEUXITY ARDS HURRICANE ZONE,PER TAS 201/202 1203&ASTM EJM"4e01 STAND2. NO 33•I/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS GLAZING TYPE� GLAZING TYPE SYSTEM. WIND LOAD DURATION FACTOR CAd.O HAS BEEN USED FOR WOOD ANCHOR DESIGN. DETERMINED3. POSITIVE BY O E S O N A C IN A�RDDAANWITH HTTHE 7/169 LAMINATED i'rINSUwTED 16•LAMINATED- SHALL ALLOWABLE GOVERNING CODE. ---4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOLS NOT PROVIDE INFORMATION FORA o�'sop3/16•ANNEALFD DESIGN PRESSURES SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A INTERLAYER 0313•GAP ` LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS / 0 +50 PSF AND SUBMIT FOR ONE-TIME NOTICE OF ACCEPTANCE FOR USE IN copoumc ION WITH THIS 3/16•ANNEALED DOCUMENT. o 3/16°ANNEALED 5. PERMIT HOLDER SHALL VERIFY THE ADEEQQUU OF THE EXISTINEi STRUCTURE TO 3/18•TEMPERED 3/16"ANNEALED WITHSTAND SUPERIMPOBED LOADS.WOOD Ill S(Bl'OTHERS)SHALL Be ANCHORED PROMMY -SO PSF Robert J.AMa m%PJ?. TO TRANSFER LOADS TO THE EWSTING STRUCRIRE o FL P.E.No.49762 & ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY UNLESS NOTED OTHERWISE. 0 0 7. IAVITS GLAZED WITH 7/16•LAMINATED GLASS(3/16*IWNEN.ECB 0.090•SGP/3/18• O 3/4°MIN 1 314"MIN _ ,,egl6uepladP�ej ANNERAELQEUDI)ARE LARGE?MISSILE 1MPALT FRESISTAN'T,COMPLY WIRE ASTM E1300.04e0I AND W BITE ANI SSE$ pis S. UTYITS D RESISTANTRE IMPACT 1 D LAMINATED GLASS(3/18°TE•7PERED+0313'GAP+ ��+'�,1C 3 16'ANNEALED 0.090°SGP 3/16°ANNEIILEB)ARE IAREiE MISSILE IMPACT RESISTANT. 1 1 •�.Q.•' F S9 i tY WITIN E31 A�b0 N07 REQUIRE IMPACT RESISTANT SHUTIHtS. C D,` NO 49752 ;p 8. EXTERIOR SEAM OF FRAME EARNERS SHAIt BE SEALED WITH SI3CONE. S0.ALL BOLTS d WASHERS SHALL BE ZINC COATED STEEL,GALVAIOZED STEEL,OR STAINLESS - STEB.WITH AMINIMUM TENSILE YIELD STRENGTH OF 80 KSI. L' �*3 21. !IRITIC COMP�NTS USED WITHIN THE HVHZ M1�T MEET ALL.APPLICABLE ��; STj(��4F "'E9 FlRE/�IOKE/UY PERFORMANt2?REQUIREMENTS AS SET FDRTH IIN THE ABG/E-NOTED BUILDIPKi cOw�Ee r T=,:6 Nj. TH12. AMVE-�BUILDING ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED IN 2 ,��e��A�n�......... ��• 0_GLAZING DETAILS 1 N.TS N�lndow8/Dooa a/klffwork N svgs 2-TRACKANCHORSCHWULE•11 AD,96LANDJAMSTRAMIN000MWO OTS SUBSTRATE TYPE SIZE MANLFACTURER EM OQ WMD � ISTANCE ANCHORCAPAtlI _N ANDMORSPECUICATION (Sl) BABEDOm QN 1AI" fTWATTTAPCON8M 1-314• N CONCRETE MIN.2800 PSI CONCRETE iW(CS)&NoA4(38) ELOOULMVCONW 1.914• 11w d 114' IIYS ATTTAPCONSM 1' EXE IDR STRENGTH MASONRY FLAT CONFORMANCETOASTM (BLOCK4CM,J) HEAD iW(CS)&No.14(S8) ELCOULTRACON W 11w 1 VrONTFROR 0.90,M£DUMWEIGHT MENS",I 17 NQ 14 ANSI Simi(WS) 1' WOOD WUH A MOO 141r AND SPECW-GRAVIYOF 114• ASME B1SAA(TS) 1.I NTERpOR am. 1)TrW(AOVAMWM*EJN7UNIB19NOLOM4108TAKMSI®.TAPC MWLLUEUS®FCRCd YMrALLAMN O 2)aco GFaaNBY®.(c�aaaloeTaM,�sBT�(ss)LLTraaaNsagLL OEt�FbRmN xNgTquATiON 1.Two (2) INSTALLATION ANCHORS ARE IMQUUMD AT EACH ANON LOCATION FOR ALL ,O o 9)FORWOODSQm"Ml:BRJITNOBAOONC8A1tA11.0.148 piLLan2s) THCLEFCRN0.14. 2-TRACK UNITS. THREE(3) INSTNJATION ANGORS ARE REQUIRED AT EACH ANCHOR � N 4)RRTARMIR S=WS(13)FSRJI MRA O73L 0.188'PILLS M19)FLOTHMEFOR 1/4'OA AT ALL HOOK STRIP JAMBS FORLOCATION FOR ALL 3-TRACK I2-TRACK( 2) LIN -TRACK UNITS.SIALLATION ORS ARE REQUIRED •c) Ell N 3.TRCKANONORSCMlaE-"EPA SILLANDJAMBFRAeLox►COWONENTS 2.THE NUMBER OF INSTALLATION ANCHORS DEPCTED IS THE MINIMUM NUMBER OF �+ 'emsrg ANCHORS TO BE USED FOR PRODUCT INSTALLATION. _ 8LBBIRATE TYPE MAMIMACTLUM WOEDNSTANCE AIR�RCAPAXTIES 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). a c, ~ 1 ANIXIORSPECIIICATION tIN) BASEDC4t MAXIMUM ALLOWABLE SHIM SME IS 1/4 INCH. SHIM WHERE SPACE OF 1/18 IFICFIOR WATER II o 114• ITWA7TTAPCmsm 1314• OR BETTER. OCCURS. SHIM(S) SHALL BE CONSTRUCTED CH HIGH DENSITY PLASTIC z > c O 2 ovi CONCRETE 111r MIN.25WPSICONCRETE d' G 1/4'(CS)&No.14(SS) 0.000LTRACONW 1314• 4.ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO � ,.. 114• RTW ATTTAPCONSM 1• EXESTRENaTH CONCRETE/MASONRY,CH DIRECTLY INTO CONCRETE/MASONRY SHALL BE AS I Jill MASONRY FLAT 112•BN713ifOR CONFORMNNCETOASTM SHOWN IN ANCHOR SCHEDULE'SHEET 2. � ) HEAD 1AP(CS)&No.14(89) ELCOULTRPCONM 119, M1T s UK" BE AND EDGE DISTANCE EXCLUDE WAIT FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO, FOAM. BRICK VENEER AND SIDING. vow -ire ANSI61881(WS) 1 WOO)W)IH IMIN E � W1 114• 'AIME 818.8A(TS) 1-ire AND SPECIFIC GRAMTYOF 6.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO V INTERIOR 0.88. MORTAR JOINTS. 17 (ADVANCEDTFQ�AOPDlE1Tl3Z9N01.0GY)4108TAPL70388'R$,TAPCCMBYBLL SEI19l�FORO�MIALLATIOM 7.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 2)B=CAIi WOM(CS)CR410STAKM STOL(88)ULTRACONSWLL SEUB®FORaMwmM wWTALLATIOML MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM ST(DNGTH SPECIFIED IN THE 3)FCtW00DSCli6k8(W�FNiRRMKiBAO0NC88L=IQ149'(OH.1.82E�)PLOTFOOi.EFORN0.14. •ANCHOR SCIEOULE•. SHEET 2. 4)FORTA"M SORM CM IFSFUTNGEAOXCB%DR .0.198'(WILLSRE19)F6ATHMSFORV4.ON &ANCHORS SHALL BE MADE OF CORROSION RESISTANT STEEL OR TREATED WITH CORROSION RESISTANT COATING. ANCHOR SCHEMLB-HOOKS, SUBSTRATE TYPE MANUFACTURER ®QEDBTANOE ANCHORCAPACITIFB ANDMOPSCMATION BASEDON CONCRETE 3H8• ITWATTTAPCONsm 1314' MW.2800 PM CONCRETE FLAT 3Y18' ELCOULTRACON44 1-w Robot J.A P.E. MASONRY HEW 3M8' TTW ATrTA KmW 1• 1•EXIFRIOR STRENCITH svems/ ANO CCNFORVANCETOASTM (BLO2UCMl1) OFPAN 3118" ELCOULTR�IW 119' •``�i SAA9 aAjs° HEAD rINTEReoR Fso,MEDUMtwEINHr +.+`�c .S Nato AN816188.1(YVS) WOODwITHAMEvo�a1M �.g0,.••viCEivz.;b0 WOao 1-114•mom SPECMGRANWOF `4F. :?fe Nato ASM OIS.SA(TS) 0.55, Ap as'Sz :=o= e>a 1)mM(AwANL>3rT1esFADFormneaiFaoLOGY)alosraeLm99TaTnwanswu 13ERs®PaRoonoINsrALLATnn �7D=ll z5/�y: �aaocA�rlsT�(ca)caatOsrAn®ss1®(9s)unwcOMswu eEus®FOR�rsTALUTazL ��,�; STATE OF 3)wRWOWOMMs(vve)F91s"MBACMCEMWuallrpVLLSE3a)PM.orHa 'f eFORMIM JELD .c�=.,t 4,�• 4)FORTAPPMSMMS(18)FBFLRMEACONMMEF LL0. 8aa 121. L9¢E31)FLOTHOLEFCRN:Xit Wlndowa/Doom/NHlrork ,,,1 t MAX DOOR W=283 Ilf a SEE MUSTER SEE 01150 SEE MUSTER DUALS 9TT 3 OQA0.S SHf.S DEIACS slla.3 DENOTES(T)A N_ e'twt tVP.HEAD srL7i-,—T; tm.HEAD S41 TVP.taD 3 SILL aatT DISI/IIIED ratty a 2-YRU FRW AND(3) DL Ir MTTP. mom wdm IN66IN1ED WIH 3-TRU ERA1ff 14'MAX \` 0.G TTP. N O Or MAX. DOOR HEIGIRC c, i 041,cHVE ACTIVE ACTIVE ACTIVE ACTIVE N4ACTNE IT M LOCAT�1 POCKET q �" w SHEEP 2 �(TYP.SEE HOOK S1RP �✓ ij rr�� a z F1 � t 09 SEE B'MAXTV. �-- SEE nJM SEE CLUSTER"— DE TALS OEfA DETAILS 3 WAILSWUSTER .3 IYP.HEAD 3501 TV. TTP.HEAD&SU TTP.HEAD 3 SILL SNcHomIE SHEET 2 I �� l ANCHOR LAYOUT(3-TRAC a° w um APPEOVEOCONFIGURATIONS.PANELS AND FRAME SMES A 1)SBFE71SHOWS TYPICAL WXXXX CONFIGURATIOMSEE SOD 41AT(OXXXXO)ALL APPROVED GLUM TYPES A WA� Eosmm � SIIERTS4ANDsFORADDT.rKK4LAPPROVEDPANELAND MDI 3-IM FRA1fE �"J 4 POCKET DOOR CONFEGURATRONS 222 2)TYPICAL PANEIJFRAME CONFIGURATION ELEVATION SHOWN ON SWEET 1 AND ASSOaATRD ANCHORAGE REQU11113UNTS ON SHEET 3. 3)THEMAXDdM FRAME AND PANEL SIZR(WIDTH AND HEIGHT)AND THE MAXIMUM NUMBER OF PANELS SHALL NOT EXCEEDTHAT OF THE TESTED Uram 1 1/2' JJJSTER 3" S7ER MDL I Ipr Ilk m' WEEP SLOT NOTES: L ALL UNITS HAVR A.3751: ® MDL• • • 2' .tai•TVFJEP SLOT CUT 228!MOLTHROUGH THE SCa1EENSEPAAIM • • �' TV. Robe:t J.Ammus%P.E. TRACH LOCATED 7r PROM • • FL P.E.No.49752 TEACHJAMBAND 33•FROM 4 • • �'�perOt4ep��°oA ALLINTER1.ocse ��- SA�Fg i° 2-TRACK CLUSTER DETAH, XTRACK CLUSTER DETAIL iWBEPS1OTCAIT Ips•'' A00 49752•90 JW WRBTHETCUrEXTERIOR INTERLOCK/ASTRAGAL INTERLOCK/ASTRAGAL THRcONCR>ETEANn ---:D = DOOR TRACK LOCATED 6• WOODFRAN=DUCK INSTALLATION CONCRETE AND � sr L'� JELD'�VEI�t FROM ALL TNTIERIACES WOoOFRAICAL READ INSTALLATION ��; Are OF TYPiCALHEADATiDSTLL TYPICAL HEAD ANDs1LL �•4�v^;<.....y�. W/ndowslDoors/M1Nwork 6o p� MAX OVERALL WIDTH MAX OVERALL WIDTH MAX OVERALL WIDTH MAX OVERALL WIDTH Ry 8 PER TYPICAL ELEVATION PERTYPICAL,ELEVATION PER TYPICAL ELEVATION PER TYPICAL ELEVATION MAX PANEL MAX PANEL MAX PANE. MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAXPANEL MAKFINEL M R9EL MNCRNN1 O WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL YM&7RiPER WiDiHPER WIDIFLPER M0;31IRR3t N EI�EVA ON ELEVATIOTYPICAL N ELEVATION ELEVATION ELEVATION t ELEVATION t ELEVATION HP1017�Nt6E�0UBONtE1PC0IDNtBE�9pWN E VF E E EARNE F I F AUK 9 AUK X O o 0 X X X X X O X X O NQ C XO SHOWN XX CONFIGURATION XXX CONFIGURATION E Q o OX CONFIGURATION 0)0(0 CONFIGURATION .� 8 ALSO APPROVED _e'er R> 'a o a„ � I zg R� 0 H MAX OVERALL WIDTH MAX OVERALL WIDTHPg PER TYPICAL ELEVAnON PER TYPICAL ELEVATION MAX�CA ELEVA'ON ANEL MAX mmft WlMPER TYPICAL. TYPICAL TYPICALnAmPELEW�N E'.EVAiRTIEIA/AirN WEIEN�tTt•O N �ELEWO tt � vM � m+NifA�wIDP a RH fiwRDrH P� % fflMttYHoil,q� vWFQ __ EP/OON g�AqtgE�= gEwH7NELEVATIONfiEEVATIONEEVATIOR ' V F I E E f F 8 � S F O X O X X X X X X O X X X X O OXO CONFIGURATION OXX and)0(0 ALSO APPROVED XXXX)O .CONFIGURATION OXXXXO CONFIGURATION Robert J.Amoruelo.P.E. NONE,SLIDING GLASS DOOR FL P.E.No.48752 CONFIGURATIONS MAY BE INSTALLED 'gbillemss .. WITH STANDARD OR REVERSE HANDING. M�9, t� .JpO,•••�,RCENs•. �.7 No earsz F•.9ow s ALLOWABLE CONFIGURATIONS q N.T.S. E)MMOR ELEVz *= ad�: srar' '�'2�Q: ............E °F •�' t't�rAaGR�B/o00f8/�wlI �`e��p � Q'_,r 2631/2•MAX DOOR WIDTH 49 7/16•MAX ACTIVE 49 3/4•MAX ACTIVE 49"MAX ACTNE 49 7/16"MAX ACTIVE 49'MAX ACTIVE - PANE.WIDTH PANEL WIDTH PANEL WIDTH PANE.WIDTH PANEL WIDTH (W/INTERLOCKS) (W/ASTRAGAL) (W/LOCKSTILE) (W/INTERLOCKS) (W/LOCKSTILS) N 42 7/6'MAX 42 7/6"MAX 42 7/6'MAX 42 7/6'MAX 42 7/6"MAX c DLO WIDTH DLO WIDTH DLO WIDTH DIA WIDTH DLO WIDTH{ N_ Snc �r �� ruli 9,c ESS 6 6 ] H 7• 7 7 7,8 7 7,6 Sc U. A B A B v sQ ALLOWABLE v �/ �/ N .� Lo H DESIGN PRESSURES X X X EcL o o y 50 PSF a,D I 1 OPTIONAL INSTALLATION WITH POCKET NS a E g N.T.S. EXTERIOR E.EV ' a MAXL WIDTVATI MAX OVERALL WIDTH MAX OVER"WIDTHMax OVERALL WIDTH PER TYPICAL ELEVATION- PER TYPICAL ELEVATION PER TYPICAL ELEVAnoN PER TYPICAL ELEVATION- MAX EVATIONMAX PANE. MAX PANE. MAX PANEL MAX PANEL MAX PANE. MAX PANEL MAX PANE. MPAML M4 FWa MNOYPB MNOMNa WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER MRAHFM Tmm WIMFE R Tnx M®MPER M MFE R MMATION fi11"ATION &"ATIONtM"AlM ELEVATIONt ELEVATION t M"AnMOON EIummI EtElOitldV ReArWN rias ] I J J E J J I ] S 8 8 Robert J.Amonwo.P.E. FL P.E.No.49762 POCKET X X POCKET POCKET X X POCKET X X X POCKET X X X X POCKET ♦,♦♦de s�ooe turrnrr P)w CONFIGURATION PXX SHOWN ;LZR SHOWN `p��S••••• q ,eis ♦d*�0,.••\,tCE/ys,•;�O moi.. XXP CONFIGURATIONMP CONFIGURATION PXXXXP CONFIGURATION �.• Atu egr52•90�$ ALSO APPROVED ALSO APPROVED 1 I* ALLOWABLE CONFIGURATIONS =c $TATE pp Z'4 a WITH OPTIONAL POCKET JELD%Tm 5 N.T.S. EXTERIOR ELEV ;ice u^j••••.....• \ Wfndo"1Doora/MMhmrk eiejdlyq;�cN4♦♦e ■ENE■O t,B,*N TYPICAL 2-TRACK • ' RAIL Q .• RAIL v EXISTINGEoxmmsTum4G Em �rN.T.S. VENT SECTION exrEBRIOR • �,. ExrMUOR FINISH BY -1/4"MAX OTHERS P13UMEMSLUM 13 PERIMETER BYOTHERS-/ AT OTHERS m ?+ m m tom', o m m o mwasm . .liLL.'_ c L L .anti lei, mmm i L mE3 0 m� m m 10 PANEL ROLLER TRACK r PANELiUP-STANDS AND SCREEN UP-STANDS AND SCREEN EACH END OF FF=Z..MS :7EAC.H 7 m vj ED ' ffl TRACK UP-STANDS TRACK UP-STANDS RE40M 3W 'I TO ALLO1�1ALLOWWEEPING CONCRETE SET FRAME 9= SET FRAME SILL IN SED OF SEALANT OR OF SEALANT Oft PERIMETER.SEALAPrr ® ''NY OTniBmts � t m r' CONCRETE a,�t7_LOTHERSANCHORSPER. LOCATION AND - ANCHOR SCHEDULE TWKZMMAN66 ANCHOR . . ANCHORS,E. SCHEDULE Y BOTTOM JZ TYPICAL 2-TRACK BOTT-OM RAIL oBOTTOM v N.T.S. VERT SECTION EDGE f f10*MAX NTI ERIOR us"� r j N 1 10 18® 19®10 1 17 CLIP(1FIXED WEN20 7- )AHT EADP AND �/ O N EXISTING Fin SO4MMBSrtyp1�� HOST FIXED PAN � STILUCTURE pg PER� ACTIVE PANEL z / ANCHOR m SCFIEDULE 11 1 1 N 6 � N O • / N 010 jo ••••••••••• •••••••• FIXED PANEL � E iS PERDdETER SEALANT BY OTHERS EXTERIOR c Z ' +EXISTING EXTERIOR E ACTIVE PANEL JAMB INTERLOCK F FIXED PANEL JAMBo" a" 7 N.T.S. HOR7Z SECTION 7 !!! N.T.S. HORIZ SECTION N.TS. HORIZ SECTION ' CQ .E2 ROM REFERENCE ANCHOR SCHEDULE AND @�g ANCHOR NOTES FOR MINBWRIM REQUDiEDANCHOR EMBEDMENTS AND EDGE AN a I k e DISTANCES,UNLESS OTHERWISE NOTED. 'ANCHOR PER ANCHOR SCHEDULE.PAM OF 1 ANCHORS SPACED 8•FROM RLHO 10 HEAD AND SILL,WITH THE INTERIOR 000 8 1 0 1 11 BALANCE AT 15.O.C.MAX. " 1 9 9 ANCHOR SEPARATIONML AND z EDGE DISTANCE AS SHOYNN. a en f0 t a 9 10 10 1 Robert J.Amoroso,P.E. to to FL P.E.No.49M to♦♦A ii JAR6E,s,4 eiee ♦ 6:9G$ EXTERIOR ..... o ...... ,♦`.�'• We 49;,SW' z 'j�,• ♦ I t E%i1 RIOR wy Z5�Z•1t H INTERLOCK i ASTRAGAL POCKET JELD +VVEI�t �'��"s 4rAgEF ��4,4♦ N.TS. HORIZ SECTION 7 N.T.S. HORIZ SECTtdN 7 N.T.S. HORIZ SECT eiId �yO�+o+ e W/rrdows/Doora/NNlwork eeid��NA`�yyy++ s 4 i�1/� PKERIOR f a o AMA PANEL PER. ) pl PD D PANEL /� CLIP{A�TyH�EAD AND �. OD ' Ora > £jiti!ACE PANEzrd........... ..... ,sw, jamPBtIMEIER SEALANT PERIMETER SEAIANi'HTYBY OTHERS OTHERS •SaSTING EXTERIOR FINISH BY OTHERS EXISTING E)nmuOR M"01 REFERENCE ANCHOR MIMU AND F941SHH BY OTHERS ANCHOR NOTES PDR KMWM REQUIRED ANCHOR EMBEMENTS AND EDGE DISTANCE. ACTIVE PANEL]AMB WITH FIXED PANEL]AMB WITH /-E'N OPTIONAL 3-TRACK FRAME INTERLOCK G INTERLOCK F OPTIONAL 3-TRACK FRAME g N T.S. HORTZ SECTION 8 N.T.S. HORII SECTION S N.T.B. HORM SECTION S N.T.S. NORM SECTION Robot J.AHDoftoo,P.E FL P.E.ft 4s7liY 4++.•�� `�p0•'• 4e140 49>52F�.9NM St E OF JELD'�VM si aN l°� O /Doors/Milhrork sash its,*+ N g (2)08x1•STAINLESS STEM SHEET p METAL SCREWS PER FRAME CORNER 1 (2)08x1'STAINLESS STEEL.SHEET N METAL SCREWS PER FRAME CORNER d' (2)010x1"STAINLESS STEEL.SHEET METAL SCREWS PER PANEL CORNER,TYPICAL O N O ins a Ea o z V!p ' � Jill 0 + Robert J.AmcftvA P.E. _ FL P.E.Pb.49752 (2)08x1'STAINLESS STEEL SHEET ,,,, Aft . METAL SCREWS PER FRAME CORNER METAL�SCREWS STAINLESS COR .�a i4......a..... J°1�. 0,.•blCEys p�� W0 4"52 o. 1ASSEMBLY DETAIL � 'S z / NT.s. O` STAre QF •�Q' JELD'�VW �'�:� Wl�Owa/Doors/Mn�wark •,e,aNAf EN�,.• • I 1.196• � •I s sis � 0.078' 2.O0 .0 203• 062"�-2.2W4 ' 0 0350�T0.I 1. � 0.250 15r 2! 46 A38• .854�0.128` � N_N �-3.121-4 POCKET N r2-TRACK FRAME HEAD n 2-TRACK FRAME SILL 4 TOP 1'4r RAIL S�OTTOM RAIL 45 HOOK STRIP MATERIALS LIST 0-"r4-4eer 0.0w Red Mrs OP. 1181 MATERIAL R 0.071 -T* AW t 662 T-fo*Fmtne Head 88378 0.2 0.746' 2 6620•RM 2•Tra*FmreTra* 883.78 1386° BOTTOM RAIL INSERT 1.273• o Pma Rd �76 6 3•-1.� Z�FIXED PANEL BRACKET o E 6 6664 6otmm RaHtremt 606378 }-2.551 o 7 68FPW FaWPand6mtlmt 6003-TOo64 +-i 0.06r LOU* 6 aM6063-76T6 L7 6 edJKU3tn6 v7a11. to easataevmEl TEM PL48=W-smxoB e70ow O0a+ tO 1.276• .7 2 -SWT Ux anOH v 2v SINGLE GLAZE BEAD a9orz69r-}� �a '0 tN- 1a 68376 �'1'-W I u �~ I 15 66vna1P lran•L EXTERIOR INTERLOCK O > „ 16 680. Panel Ededw 6anbWc 68376 2551•-} �,V 3•��1,� ' 17 VLL 6Mg. Paad uxederuox 606¢'(6 I toCQ s6 .125• .001' LO M-Eo6-CAROR& 0. 0• 0.062'-7- .•yy� EpOp 20 am 68376 •"r 1376'}-{d �1 W �� Jill21 -psa TOP am" LAM9WTEOBYCARDaIAI -2.691• 2„/'ZINSULATED GLAZE BEAD g 3 u 662DJM6 aTmtkFmmeJamo 606376 3•=1.0' 25 6MM PanW SOTS r� INTERIOR INTERLOCK E � 18 maw 6083•76 3•�1'-0• 2 @-5.637•-1 I t ,j 298 MafteLom mt 66 6rTIWTH MM f 0.062 •If-.61�.TOo. e 0OeeASTR 8083TRtrrli 76 1.24210.442'7 1.578' }1875• 32 666cA � 2-TRACK FRAME JAMB n OCKSTILE/FIXED STILE 33 Forme Fastener PPH 88 G••1• 3'.1'-0' 424• 34 T R�Feetanet 0x1 PPH 88 35 ScOm Reg Fastener Ox1 WH 88 r3.617---4 2.089' o o62' 36 Fxd r A Wd Far !4.10x.780 78 88 0.862' 1.843' 38 FWFW�FW �•PM 31 SCREEN JAMB/ADAPTER k8M 88 36 6=jb6MFdnr R%7k s9 39 - son JbFasDener PPHTx 66 e- 40 sw it a vwn ORf -0.07V 41 68DIOM OMPa82-Urxrx3W NYLON •l 42 6630H0 3Tm*Fmm WW 606378 � , Robw.L mvnmo.P.E 43 86" 3Tm*Fm=Jmrd� 6083.78 44 603D-RK 3-Tm*fm6d 6083-8 0350 FL P•E• 49752 m0 48 8WA8R eP 47 eOMM a&gWaRRTc-P1W FOAM ASTRAGAL 3-TRACK FRAME HEAD •`°��`K qsi°'. 46 6eoA66L emx Qwkst6onamLe6 Few 30 3•.I'-0' L 3•.1••0• y„eQpO•.•�,10Eijrs •p9,•'' 49 eeoAsaR FOAM : Wo 4gy so x• N" 1--4634•--{ y y''� e__._„ n on37x1.s>axo•600Fet6eatoueeva6 NYLMoro m eeOA9n3 oP 3 FOAM 0 0 0.442° o' rx►: Zy'�Z x3 eecu91R3 w FOAM 0.zso• p�..�rAr� OF •tuQ 54 680ASM4 Cmneroesxet8s6mmLe83Tat FOAM 1.242 r �----6.644• Fs+•�.oRlts?:• e63 FOAM 3-TRACK FRAME JAMB 3-TRACK FRAME SI °°s,0•......ty��e. 66 Padwttla4c0a Lm NYLON 43 44 57 PaotoetR.00kCorerRlH NYLON 3•'1••0' 3'1'A• °jA° Us�r.►`' Florida Building Code Online Page 1 of 2 r.' BSS Home Log In User Reglafradon Har Topts 5ubmx Surdterge Steffi&Fads Pubaost>ow MC Staff SCIS SU tear Links Smirch Business Professional Approval > > >Application oetall FL* FL15558 Application T"e New Code Version 2010 Application StaWs Approved *Approved by OM.Approvals by DOM shall be revWled and railed by the POC and/or the Common K necessary. Comments Archived Product Manufacturer ]ELD-WEN gess/Phone/Emall 3737atBlvd Klamfr Fa Lakeport 97601 (800)535-3936 fbcl@Jdd-wen.corn Authorized Signature Janet Gerard fbcl@Jeal-wen.00m Technical Representative Steve Sam Address/Phone/Emall 3737 Lakeport Blvd Klamath Falls,OR 97601 (541)882-34S1 Ext 2900 s aQW-wen.com Quality Assurance Representative Address/Phone/Emab dory Exterior Does Sutter Swinging Exbarior Dow Assernblies Compliance Method Certification Mark or UsUng Certification Agency National Accreditation&Management Irstitute Valid a0ad By National Accreditation&Management Insula e, Referenced Standard and Year(w Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date validated 05/01/2012 Date Pending FOC Approval Date Approved 05/06/2012 http://www.floriciabuRcUng.org/pr/prapp dtl.aspx?param=wGEVXQwtDgvYmQcUOUM... 9/18/2014 Florida Building Code Online Page 2 of 2 Summary of products F7.O M del,Number or Name 15558.1 jEnergy Saver/Contour ire Wood Edge Steel Outswln9 Door w/or w/o Sklelites Units of UseAgemomy C Approved for use In HVHZ:Yes Approved for an outside HVFVs Yes Assurance Contract Expiration DateImpact ResbtmM Yes 08/31/2015 Design pressures WA InstructionsInstructionsOther.Refer to Installation Instructionssizes ,configurations, 5-2104 Por si ,configurations, design pressure ratings,and Instagation details. Verified By:Hermes F.Norm,P.E.Florida P.E.73778 Created by Independent Third Party:Yes Evaluation Reports Created by Independent Third Party:Yes Contact Us n 194 North Monroe StmwL Tallahassee FL 32_9 Phone:950-497-1624 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 Stam or Florida.:: Under Florida low,emall addresses are public records.If you do not rant your e-aM address released in response to a public-records request,do not send ekctrmic mall to dds entity.Instead,contact the office by phone or by badalonel mag.9 you have any questions,plasm cmftd 850.497.1395.-Pursuant to Section 455.275 (1),Florida Stamens,atfecthre October 1,2012,Hommes kensed under Chapter 455,F.S.must provide the Departnoent with an email address 0 they have am The smogs KwAded may be used for ofikW mununkation wtth the Ike.However emall sddresse5 are public record.If yens do not wish to supply a personal address, penase provide the Depart hent with an ematl address which can be made ave lm the public.To debamtlne if you are a licensee under Chapter 455,F.S.,PIGm Product Approval Acceptw ED 1100A El EM http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvKmQdIOUt(M... 9/18/2014 127 W.Fairbanks Ave. BUILDING DROPS Suite 438 Winter Park,FL 32789 A Perfect Solution in Every Drop 407.644.6957 PH certificate of Authorization:29578 407.644.2366 FX contact.@buildingdrops.com Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites for Florida Product Approval Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product; Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites Material: Steel/Wood Product Dimensions: 107-X81.25"(Maximum) Prepared For: ``S �S F. /V000 /moi 0•�`GENS�• O Prepared by: = No. 73778 = � : STATE OF cc Florida Professional Engineer#73778 �. W Date:05/01/2012 % O.c� '•.•tORID ntents �I •••••••••' G Evaluation Detailst tion P5ages —4 #4iss/ONAL Ins �tt1ii11r tt Digitally signed by Hermes F Norero,P.E. Hermes F.Norero,P.E. Reason:I am approving this document Florida No.73778 Date:2012.05.01 17:42:30-04'00' BUILDING DROPS FL*: A Perfgct Solution in Every Drop Date: 0 2012 Certificate of Authorization:29578 Report Noo:: 2 200355 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005(1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 107"X81.25".(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E.(FL#73778)for JELD-WEN,Inc. based on Rule Chapter No.9N-3.005,Method 1a of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Hermes F.Norero,P.E.does not have nor will acquire financial interest In the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F.Norero, P.E.(FL#73778)for specific use parameters. Umits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, Including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.-Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used In areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an Impact resistant covering when used In areas requiring Wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F.Norero,P.E. Florida No.73778 Page 2 of 5 BUILDING DROPS FL#: O/^\\ A Perfect 012 Solution in Every Drop Date: 0 Report No:o: 20 20355 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute,Inc.(FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1.• Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#:CTLA696W, Report Date:11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) Hermes F.Norero,P.E. Florida No.73778 Page 3 of 5 BUILDING DROPS FL#: A Perfqct Solution in Every DropDate: 05/01/2012 Report No: 2020 355 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure )0(,0)0(0 X,OXO,XO,OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. Hermes F.Norero, P.E. Florida No.73778 Page 4 of 5 0^\ BUILDING DROPS FL#: Date: 05/01/2012 A Perfect Solution in Every-Drop Report No: 2035 Certificate of Authorization:29578 Installation Method JELD--WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50"TYP. 16.41"NP. '00•TV. 12.50' ,100" 00"T1P. 13.41'7YP. 0 " 6.00"7YP. 3.00' .00"]YP. 6.00'TYR 3.00'TYP. TYP. 1 Typ �' �"IYP. 6 1T TYR I I I I t I 1 III t I t I 6 TYR I i I l t I t I 1 t_ 5 5 — — SPACES SPACES ® 13.85' ® 13.85' 1 1 1 1 I I 1 1 — 3.00 00'TYP '2� 12.125" 3'�" 7.00"TYP. 7.00"7YP. 3.00' 7.00'TYP. 7YP. 4.50'n? 9.00"IYP. 3.00" 6.88' 6.00"TYP. 6. 3� 00-lY. .00"7YP. 6 TYR t I I t 6 NP. 6 5 SPACES SPACES E. 00'TYP. 8.58" 3.00" 7.00'TYP, NP. Hermes F.Norero,P.E. Florida No.73778 Page 5 of 5 NOTICE OF PRODUCT CERTIFICATION to •',�`` Company: JELD-WEN Exterior floors Certification No.: NX011082 ,= t `} 3737 Lakeport Boulevard Certification Date: 05/0112012 Klamatb Fails,OR 97601 Expiration Date: 08/3112015 �F bb`s Product: "Eafty Saver/Contour" Opaque Wood-Edge Steel Door w/or w/o Sidelites(wood frame) Specifiications Tested To: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards institute(ANSI). Inswing Glazed Design Water Missile 'fest Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X US Opaque 312"x 6110" +661-70 10.0 psf Yes C LA-696W Single Max Panel Size: 3'0"x 6'8" Installation Details: S-2104(1-8) . OX/XO O/S Door-Opaque 415"x 6110" +6600 10.0 psf Door-Yes CTIA-696W Single w/Sidelite Sidelite`-Glazed Sidelite-No Max Panel Size: 310"x 618" Sidelite DLO:6"x513"(118"'Tempered Glass) Installation Details: S-2104 1.8 OXO O/S Door-Opaque 5110"x 6110" +661-70 10.0 psf Door-Yes C:TLA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 310"x 6'8" Sidelite DLO:6"x 51"(U8"Tempered Glass) Installation Details: S-2104 1.8 XX O/S Doors-Opaque 6'3"x 6110" +57/-57 8.55 psf Doors-Yes CTIA-696W Double Max Panel Size: 3'0"x 6'8" Installation Details: 5-2104(1-8) OXXO 0/S Doors-Opaque 8111"x 6110" +57/-57 8.55 psf Door-Yes CTLA-696W Double w/Sideiites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 6'8" Sidelite DLO:6"x 5'3"(118"Tempered Glass) Installation Details: S-2104 1-8 _T_ T . -11 National Accreditation&Management Xustitate,XncJ4794 George Washington Memorial Higbway/Hayes,VA 0 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: r � 74.5•tAL OA FRAME MUM 7=*MAX.0.A FRAME M�TFI J ® St}eel .875'flP. .125• 75' .75'MUU. 15.5•MAX OA 3&825"MAX OA TYP S4R 7M. s FRAW WH PANEL MCMI 3B'MAX OA 875' 36'MAX OA 14"MAX.OA Y8AVE fF=t%rWOMEMOPAQUESFEELOUFffM W/AWHACAL PALL WIN ]YP. PANEL MIDTH � PANEL MM AFACI'MMIMM7SN9FNA WITHOVYSMELMES D. bg CiE14ERAL ftOTE3 ® ® ® ® ® ® Vic MAME AM 6"MAY 1.TW PRODXT S DEQ TO COMPLY MRH THE CWVW RADA BULMW 80• �• ,01 ,0� OA 0.40. CME AND NO VELOW HUMANE ZONE%NW REOUMEIRMS MAx 114X MUM r� 2 MOOD FM BY OTHERS;MIST BE PRAY 70 TRAM OA OA LDADS TO THE SIRUCTI PMU PANEL 83125' 3.FRWWT NOW SHALL BE AS LISTED AND SPACED PER ANON LOCAMN HEWMCJR MAX .ANCHOR EDIT 70 MW VATERA.SHALL BE BEYUND KL6 9 OA 'a 07 OR SRICCR 81.25' 81.25• ata 4.SEE 14ME 1 ON THS S W FOR M3GN PRESSURE RATME HAIL W, HEVIT S THS PROSICF IIIM THE IMITER�FOR F*W ZONES. SEE OA • OA 0 NE DEMP CHART BEL01V. FRAME FRAYE & DOORS ARE DIPACT RATED AND DO NOT REQURE MU{MI-DADS NEW HEIOtR APPROVED IMPACT RESISTANT SHUTTERS. 7. MW8-BIDE APPROVED 8/PACT RFSSTANT SHUTTERS Aim REWfRED FOR al SQwTE5 go 0 u &STDOM ARE AN OPTWN AND CAN BE WED IN A ME OR DOUBLE SOIX;IE OUISMatG 6�ACF gyp{+ am. 0.75 0.825• MEMVMFROM o1rF�troa �q� RE3MMMWAATWVMWW bdbame � DOUBLE OUi �ACi UNR h0t1 COAVIONW 3775'MAX OA NEMED FRDsI DfI 107•MAX OA FAME M.0TH Fam eheet�24 gm(002 mkft m fdclveeas,C Steel A-325 FRAM tMDTH �• 125' BAR 7YP idea FRAM MUM earxrlmcTd 4 -A�Q per ASPM 820 WIh average IbIbo m YW �.�OA x.825•IAr WX OA L OA 38'WOL OA 14'MAX OA atralgfl Fy(wd�24,800 pal 875"TYP. PANEL SIM W AST PANEL NMMI PANEL MUM P WM 1.0 to 1.25 bald dm*,by Dow ftuf Ce�cHm TAe wive and bmft panob are cmmtn*d from 24"(OMr rtdn.)gal W&W deal Ra faae.sllaet tope and bottane 0.e bent W over the top end bottom rd&The top LVL rob rtxmeass 1.87" wwwAC1A�E 8•� wW x 1.042'ftk The seal boWm rd Is rah farmed MW*Q O a4 SIM Y wMe x 1.21•Wok The dtex d fro face sheet am �' �• � � wm rob>�1.800 LVL A"stb and Pow me tinge oft W*h MAX MAX. mean 1.87"x 1.01.The blterbr oaRy b Mod*0 poi7aiyrane. The DA OA face Fbred tae PANEL PANEL 8125 amWobhcwpmyucytremdan o 24CA(0m.ra.)gd-ted HEXTtT HEXi1T OSA � sial.The edges d do too sheet ars bard V over fro polystyrale ase 8 8 and OW to R.The 8 pon*ere rooted to remNs the OOL Ltp!!te 8125' 8125' 1ffl T Francs 0.r fro opforad 7rbRy Ligflt Fromea(See shoat 7 for gbtbg MAX • OSA dam) The Se/cartes are mW r/t1SD$ubg�pmxrd on the OA Fhm WdIfflor. MANECan The how as oarls mow from Padaoso Pbo)mrtbs HEVIT H9W �01 mandq as morfsodi ad w0.)obeod to ft d*jartdrs ad ofaehod ear 8O0. Y x 7/16"aolm Idle a6oplea.The ails use o stadad b my fm Pet. fxaslldd meaalsbg 4.041'deep x 1.0"Wqk TM fxeahold b otfadad to F} fa franc etfl IBCA.Y x Or awn etre fOXXOI _m uw TAKEOFt (f8tt9 a82Y 0.75• 0.625 `%* F.NORM W �- S6td.E OUTSMOG OfffiCT UNIT ft) 2 VERTfCAi CROSS AND iW1ERWLS 7ADLE 1 iD FROY EX1ERtOR +:��v�,.• pEN$F•.. C> PI@Parad AGN FR WXWSECTIONS ,-*M MW No.73778 nlrs 4 HIFA X1 EiW 6 MW *_ * * osa Br ,tpU 5 ANCHOM LOCAIXX1�S ANO +88 Fsf-70 pof STATE OF : Q Drones woe s ANCt LOCATXXIS AND DETAILS O01lBIE DOOR tMIT tbL'OxX XlfO;OIOrO) Xgk*Wined H y l ��O •• .wia �_-1 DROP$6� +57 ps/-57 pef approving f5y • Plxx 407-844-A57 S-2104 8 UIBT compoNFm M/AD lratr- s lrtts 201205.01 173135.04'07 ravt Frac 4407-64-2388 slreer 1 or ' . . ` ^ . � ' � ' � L SEE NOTE 4 SE NOTE ON SHT. 4 2 19 20 4 52 7 1 15 21 4 34 13 6 5 6 3 7 20 19 ON SHE 4 S 1.750'MIN. O Z PANEL THN.ol as s• / / // By olm 4 4- 1 l�BI4B A, 51 10 10 51 M75, a� \\� i 1 1 i �// :' 0.75'UK EDGE SEE DETAIL 5 SEE DR-At" 5 EDGE W. ON SHEET 5 ON SHEET 5 • a LHORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION r a • O 2� TC JAM HINGE B 70 BU 0250 MAX smu $ 50'MIN 1 .50' CO EMBED.MASSM EMBEa BY OTHERS SEE NOTE } ON SHE 4 ASTRAGAL THROW BOLTS(2) TOTAL, (1 EACH). 1 15 1 7 40 5 7 i q15 21 4 34 EXTERIOR 0.31'DIA x 9.0'LG.AT TOP do BOTTOM SEE NOTE 2 1 SHr. 4 DETAIL I ASTRAGAL TO SME ATTACHMENT 1.750'MIN NOTE:ITEM 24 NOT SHOWN THIS PANEL THK � VIEW FOR aArrrrrpr/// Y1ii1]utll ,��, f`J F N O Or 4 SEE DETAIL s`� ,.••�CENS %'p�� SCA 9-11& SEE NOTE 4 v O satx ULLS ON SHE 4 4 1 0 10 1 1 ?* No.73778 ?*_ as er: JI%1 o' STATE OF Q ciao.e+g S.5AFFELL �HORIZONTAL CROSS SECTION :��••• .•'••��.� °lea �J A� I�f'RIAL Pha�e407 --2104 rape `mms I=407-644-2366 >> NOTE NOTE 3 CONI 4 24 44 2 9 4 5 7 1 15 21 4 34 l3 6 5 B 3 28 9 44 14 7 3 4 45 38 1.750'MIN. SEE� 4 O 31 gyp-TFL(. 36 1 SEE GLAZING /// � 1� 10 7 �\\ SEE NOTE 2 2 3 SEE NOTE 5 SHEET 7 �/ �� 10 ON SHT. 4 2 �/ �� ONS N 4 SEE NOTE 6 29 /0 �� 2 SEE �45 1 1 1 1 /// \�� 29 ON SHIM'. 46 'mss o ON SHT. 4 SEE DETAIL 5� SEE DETAIL S 0.750. ON SHEET 5 ON SHEET 5 0.750" SEE GLAZING 4 3 3 DETAILS, SHEET 7 � HORIZONTAL CROSS SECTNON �G HORIZONTAL CROSS SECTION AT D JAM U AT SID�'E T0 HIND Jai B i NOTB 1 ACING FOR ITEM 126 THE 110 x 1'PFH SCREWS ATTACIM THE I PEIft ASTRAGAL 70 THE INACTIVE DOORS MASONRY 51 19 20 4 3 ON SHT 43 3 g cONCRm/ NOTE AS FOLLOWS: FROM THE TOP DOWN&THE,BOTTOM UP: 1.0.25. 4.0,5.5. 13.0. 1&0'&2&0*. BY OTHERS Z SPACING FOR ITEM 123 THE 18 x 1 1/2•PLASCREW S AS FOLLOWS: SEE GLAZING 70P&BDTTOM. HORIZONTALLY. SWELI7E PANEL 3.0'IN FROM EACH CORNER. 3 3 4 4 DET" SHEET 7 ON THE SIDES. VVMCALtX FOR THE MOM PANELS:3.0. 13.0. 2&0. 39.0,52.0'&63.0'. •' " 3. SPACAIG FOR ITEM 131 THE I&A x 3/4'BRAD TRI!NAIL.ATTACHING THE QUARTER ROM TO THE SIDELRE AND ' REM 19 THE 16GA X 1'BRAD TRIM NAI.ATTACIM THE MULLION CAP TO THE MULLION BAR VERMALLY. IS AS• FOLLOWS. TOP&BOTTOM HOR20NTALLY OR THE 3/8'QU4R7ER ROUND): 1.25'IN FROM EACH CORNER WM • � EXTERIOR (1)NAIL MID-SPAN. • ON THE SIDES VERTICA!Y BOTH 'i/8'QUARTER ROJND&YIILIJOAI CAP): 1.25'FROM EACH END&SIX MORE. •.•.•e',. .. EOIALLY SPACED ON THE FiELD. 4. WHEN ATTACHING THE STRIPE PLATE 70 THE JAMB AND BUCK USE ITEM 125,A 18 x 2 1/2'PM WOOD SCREW. �'. .•' .: \ 0.125'MIL INTERIOR WHEN ATTACIM THE STRICE PLATE TO THE JAMB AND SIOELRE JAMB AT THE MULLION USE REM 124.A 18 x 2' • \� GLASS TFIC. PFH WOO)SCREW. 5. SPACING FOR REM 125 THE 18 x 2 1/2'PFH MOOD SCREWS ATTACIM THE JAMBS TOGETHER AT THE MULLION, •a. y•' �. ON Skf IS AS FOLLOW8:&Q'FROM EACH VERTICAL MOM WITH (4)MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE PIO r4 .2 2 & THE SIOEUTEOMPANEL S SELTJRED INTO THE SIDEUTE OW/REM 129 S CAULK ON THREE SIDES AND \ HORIZONTAL CROSS SECTION 3/8'QUARTER ROUNDS SECURED WITH REM 131 BRAD TRW NAILS%3/4'LOQ 0.75'MIN. • ��\' 29 SEE NOTE 6 Ai T, � O BUC! � Z WHEN ATTACH NG THE HIBJE 70 TNI=OMB AND BUCK USE ITEM 27,A 10 x 2'PFH SCREW. WHEN ATTACHING t�DISI e: \ ON SHE 4 �� THE HINGE TO THE JAMB AND SIDELITE 4W AT THE MULLION USE ITEM 114,A 110 x 1 3/4'PFH WOOD SCREW. : 11 , S F. & SPACING FOR ITEM 149 THE 16 x 1 1/2'PANHEAD SCREW(TRINITY UTEFRAA0 S AS FOLLOWS: :, SEE OETAIL 5 .J tv .•CELS••% �� tw►s 9-11-01 SIDELRE LREFRAME FROM THE 70P DOWN VERTICALLY:3.25: 1&0625', 32.8125: 47.5625'&62.625'. 'e'. ON SHEEP 5 ��` ;�••�'` F N.T.S. S0EL TE LITEFRAW TOP& BOTTOM. FROM THE LEFT: ONE(1)SCREW AT 4.4375. e =* No.7x3778 * Prete JWJ 0L .250'MAX 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUNALENT PERFORMANCE CHARACTERISTICS CAN BE SHIN STATE OF rr Q a+x en S:SAFFELL USED UPON APPROVAL OF TIE ARCHITECT ORF OF RECORD FOR THE PROJECT OF INSTALLATION 50.MIKK 7'�'. 1: M, 10. USE REM 151 WHEN INSTALLING INTO WOW SUBSTRATE AT HEAD&JAMBS. USE ITEM 125 WHEN INSTALLING INTO 1 'i'c• er wa ••`2`,�� 01�PS IARC S-2104 MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SOWN SILLS. �'� • phone:407-644-6957 reR xD�aonx Fme 407-644-2368 sr�er 4 ov 8 74.50"MAX. OA FRAME 70.25`MAX OA FRAME lNN SEE DETAIL 2 ^�ON THIS SHT: SE IL 4T. 4.50'TYP. 9.00"TYP. 00 iYP 3•�" 6.58' 8.00"TYP. 6.00'TYP. 1250' 3.00'TYF- 00"TYR z �• OO•TYp Tn' li M. FfiSEE DETAIL 4 ON THIS SHT. 7. 75' 3 ,. 6 TYP. I I J l I l t I 7 '- — 51 51 51 IYP. TYP. TYP. 3 • 5 SEE NOTE 5 — 3 5 SPACES 5 ON SHEET 4 SPACES ® 13.85 SFE DETAIL 5 ® 13.85' SEE DETAIL 5 8f 25' ON To SHE. 81.25' ON THIS SHE -- MAX. MAX OA ` 2 x OA FRMdE PRAM£ S. '1 ! _ IS 16 3 5. HEMT 16 38. TYP. lyp _ 300' 00'TYP. &007.00'TYP. 12 300" 7.00'TV. TV. TYR .15'ABN. o i C-Sw. SEE wa 3 ON 11pS SHf \ DOLE DOOR WRHOIIT SIDEIMS ANCHDR LOCATIONS WEEWED FROM IN1ERtOR ME DQQR W9H SWM AMMLOCATE VIEWED FROM IAITE�R 1651NOTE 10 \ 18 14 2 SLE NOTE ON SHEET 4 \ — \ — \ 7 SHEET 4 MAIL \ \ S t , PF+N�� NTERS9d(FORMSfAlA710N ANCHORS m 6 5 ( I 4 5 I 4 2 .•�!!� 'CEN$ .p�i� 9-1I-M O I 1 6 ` 1 SE NOTE .•••\ l�•':�p 8Y N.T.S. SEE 4f \ 4 SHEET 4 * ? No.7*3778 s *= o ar JIV STATE OF t 4: Q aec ea S.SWELL �' ftlz ,.r� <u�.: amwaae as . .�' 2 _ • �. 7-644 S 2fO4 DETAlL 2 - (8 HFAO JAMB DETAIL 3 - ®THRESHOLD �¢ �,� � dayPlror�407-B44-MS7 ASTRAGAL ST�fE PLATE ASTRAGAL SIR&PLATE HWMS TO JAMB&DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB rye Fmc 407-844-2388 sir 5 ar 8 107.00'NAIL OA FRAME MOTH 37.75"MAX. OA FRAME WIDTH SEE DETAIL 2 z ON SHEET 5 4.50'TYP. 16.41'TYP. SEE DETAIL 4 3.00' .00'TYP. 13.41'TYP. ON SHEET 5 $ w 0 TYP. 600'TYP. 6.00*1 3.00' 00" 00'TYP. TYP SEE DETAIL 4 iy 6 NP. 11 I I l f III 1 11 73 6 TYP. 6 n?. — — 7 ON SHEET 5 l 51 51 51 TIP. TYP. _. TIP. 5 — 6 S SPACES ON SHEET 4 3 ��3 S ®SEE NOTE �' — — 3 • `� A 13.85' SEE DETAIL 5 81.25' —/ _ ON SHEET 5 81.25' SEE DETAIL 6 N4� MAX MAX ON SHEET 5 OA — — Wei OA fRIWE FTS 5 'I ! �HOW — — � 36. 16 5' 36.125 a iYP. 16 TYP. 1 3.00' .100 00 00'7V. 6.00' —J&WL 3,00' c 7.00'TYP. 7YP. TIP. T i � SEE DETAIL 3 S91p.E DOOR WMW SIDE M ANCHOR LQCATX>NS ON SHEET 5 VEWED FROM 1MTEM ` N DOUBLE DOOR mm SIDELITES ANCHOR LOCATIDAIS VIEWED FROM INTERIOR c .��tv •'•GEN• .p �i� + 9-11-01 y N�•• O � Prww ej, sarFs NLS * No.7*3778 78 *= acro ar AV o' STATE OF •0 S Q cm an S SWELL p�•. p�.•''(vMUM C DPAW s fiat Y ewb Phow 40407644-6957 5-2104 e� e!? s I=407-644-2366 SHM 1 50 30 3 EXTERIOR 0.125-W. • 'TEMP. GLASS 2 LS W3 0.50• INTERIOR GLASS am 1 29 50 29 SEE NOTE 2 50 2 ON SHT.. 4 EXTERIOR 0.500'MIN. GLAZW DEWL I GLASS THK. 0.125'TEMP. 0.250-AIR i/8'TEMPERED GLASS E GLASS SPACE 4 SPARTECN Q POLYCOM PP5530 C13 �$ 'x 0.125-TEMP. INTERIOR 050 INTERCEPT GLASS GLASS STEEL SPACER n5o SEE NM 8 BITE 1 9 29 50 49 ON SHT. 4 R o I EXTERIOR 0.125'7EIWP. GLAZLNG DETA9.2 GIA S7RMItTY.UTE FRAME � 1/2-MULAIED TaIPM GLASS LUPOY EU-5007 GLASS THIO 750'MSPACE ® iR 75'x 50- 0.125'TEMP. ALL GLAZING C0NnGMWNS INTERIOR om.SEEL SPACER GLASS SHAD.COMPLY WRH SAFELY GIAM REQUIREMENTS OUTLINED GLASS IN FBC SECTWN 2406. SITE 50 4 49 SEE NO7E 8 ��"S ON SHT. 4 W "m `��.'��CFN•SF•.'P �� mm 9-11-01 GLAZING DETAIL 3 =* ; NQ *778 *= P &f. Sag" N.T.S.TRINITY UTE FWWE MIM BytJWJ I-INSULATED TEMPERED GLASS o'r 'STATE OF = Q cm on S SWELL LUPOY LU-5007 : FDmw=!ws ® �iOc• y �. °�^'�� BURM W- S-2104 Plxxm 407-644-6957 nwc q �2W8 Fmc 407-644-2366 Asmw 7 a7 MIAMI ►pE MIAMI-DADSCOUNTY PRODUCT CONTROL.SECTION D�ENS`OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(796)315-2599 NOTTCE OF ACCEPTANCE(NOA) vvw►vmiami adegQv_1Rera Cary A Tech Corporation 930 West 23rd Street Hialeah,FL 33010 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 area where allowed by the Authority Having Jurisdiction(AHD). 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 AHI(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 revolve,modify,or suspend the use of such product or material with#)their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control lection 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"940"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W07-59,titled"Series-940 Alum.Horizontal Rolling Wdw. sheets I through 4 of 4,dated 08/06/07,with revision A dated 02/27/12,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSME 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 atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis'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 and renews NOA#07-0813.08 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, .E. NOA No.12-0416.11 �MutfUld Expiration Date: September 27,2017 72Approval Date: July 19,2012 3 Page 1 Curt--&-Toch Corapration .NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2-.- Drawing No W07-59, Sheets 1 through 4 of 4,titled-Series-940 Alum.Horizontal Rolling Wdw.(L.M.I.)'y dated 08/06/07,with revision A dated 02/27/12,prepared by AI-Farooq Corporation,signed and sealed by Javad.Ahmad,P.E.. B. TESTS 1. 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 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of a horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5262,dated 07/14/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOM 07-0813.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2004, prepared by AI-Farooq Corporation,dated 08/01/07,signed and sealed by Humayoun Farooq,P.E. (Submilled under previous NOM 07-0813.08) 2. ('dazing complies with ASTM E1300-0.4 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS i. Notice of Acceptance NO- 114325-05 issued to Solutia,Inc.for their"Saflex and Vanceva clear and color interlayers"dated-05/05/11,expiring on 05/21116 2. Notice of Acceptance No..08-0709.04 issued to Glasslaln N.G.I.,Inc.for their "Safety Plus II Laminated Glass"dated 09/11/08,expiring on 08/07/13. 3. Notice of Acceptance No.114624-02 issued to E.I.DuPont DeNemoars&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. Manael P .E. ProdnM Control xa er NOA No.1 16.11 Explratson Date: September 27,2017 $-1 Approval Date; July 19,2012 Cury-A-Tech Corporation • NOTICE OF ACCEPT CE: EVIDENCE SUBMITTED A STATEMENTS 1. Statement letter of conformance,complying with FBC 2010,and of no financial interest,dated March 06i,2012,prepared by AI-Farooq Corporation,signed and sealed by Javad Abmad,P.E. 2. Laboratory compliance letter for Test Report No.FIT,-5262,issued by Fenestration Testing Laboratory,Inc.,dated 07/17/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOW 07-0813.08) G. • OTHER 1. Notice of Acceptance No.07-0813.08,issued to Cure A-Tech Corporation for their Series 940 Aluminum Horizontal Sliding Window—L.M.I.,approved on 09/27/07 and expiring on 09/27/12. f . i Manu ez,P.E. Productcon�,�]k aminer NOA No.12-0416.11 8xpiration Date: September 27,2017 E-2 -2 Approval Date: July 19,2012 MAX 7V . u•MAX =X=140 CAPAaTY-P8T poo OR Ox 8=0 �V tIFlO SIL BTTHODT 87TH CORNERS p Noon SIM a�SLWACC APPLIED som CDP WAIN mm Ext r) wtd-) oa(r) ort.(-) Sr 700 7oA 7" 70A p aY 70A 70.0 70.0 700 53,71/A' 70.o 70A 7" 70.0 pp;; 74" 70A 70.0' 7" 704 8 a 741' 70A 704 70A 70.0 28-1/2' 704 Tao 7" 70.0 a 3r 7oA 70.0 7" 70.0 ^u 43-1/4• M 7 SU 704 7U 74" 40.7 547 700 700 14W -,rt 70A 7" 70.4 70A B ' ' 37" 86.S 844 70A 70.0 ar „ 3-1/4" 48.7 447 70A 70.0 73• 444 40A 70.0 70.0 341/14" 14" 704 70A 70A 704 DL VO 3314/,4" 6 $ i 34• 70A 740 704 70.0 O L OP0 t3 24" 704 740 7A0 70.0.. F 37 ,/B• j 40" 704 70.0 7" 70.0 VENT'am 72• 700 "A, 70.0 704. 74' # 24" 70 0 7110wom 704 70 0 3e" 7" 707 " p = 48" 85' 70.0 70 A 7"oA TaAo „NN77^3S3S TYPICAL ELEVATION ' or 7a0 Tao 704 7U TESTED(REIT 72• 7" 70A 7" 740 24" 70.0 7" 70.0 70.0' 38" 70.0 70.0 70A 704 48" 48" 1 70.0 76a 70A 740 1/4"N.S.-MASS 50" 704 70A 7" 70.0. 7Y 4 844 . 700 700 .000"ORERIAYER 24" 70.0 70.0• 7110 "A ROME-Jug swtol Oro BY'SOWTIa'at 3s' 70.0 740 704 70.0 A7.UbLTNM HORI20NT i crmTi�*r WINDOW saran PM x BY•aur'OR 44- w 47s 47s lap 740 STRucruRaL sDmrfoLAs BY'GLI xmr S0" 4A2 442 704 Tao APPROYAI,APPLIES TO SFNGt.E UNITS OR SIDE BY SSE SIJCONE APPLffD 7Y 44.3 44.3 70A 70A $ COMBINATIONS OF HS./H.L OR HORIZONTAL SUING WITH OTHER ,/e•ILL am 1' WM W TYPES IN MODULES OF TWO OR MORE WINDOWS USINGNOTE: " - +ETM APPaovEo MULLXZNS.IN BETWEEN. OPTIONAL FALL Poffiamn MASS CAPACMES ON THIS SHEET ARE �s1 LOWER OESW PRESSURE FROM WINDOWS OR IRALJON APPROVAL CLAM WAD BASED ON ASTM E1300-04 (3 SEC GUSTS) WILL APPLY TO ENTIRE SYSTEM, AND FLDRIDA BUILDING COMMISSION THIS PROM=No BEEN DEMCNED AND DECLARATORY STATEMENT DCA05-DEC-219 REOLOEMENTS OF "Y WITH TH fLO, �wUom YEI p1Y n WOOD BUCKS BY OTHERS.MUST BE ANDOM PROPERLY TO TRANSFER < LOADS TO THE STRUCTURE. ' ANCHOR4 SHALL 8E AS LISTED,SPACED AS 9Fg1A8t ON OEYAI S,ANCHORS JAY PROOtTC!RSggBp EMBEOiNf TO BAS MATERIAL SHALL BE BEYOND,GALL atESSfNO OR STUCCO.THESE DETAZoWWILS OJdeWeP�dQs ANCHOIaJO OR LCAOIJO COND(AOITS NOT SNIONRI IN ILS Aft NOT PART OF THIS APPROVAL Ai � I No A LOAD OWAVDN INCREASE IS USED IN DESIGN of ANCHORS aM WOOD ONLY. GLAZ]iVG DETA_tt. SI MATERIALS WOWDM BUT HOT LIMITED TO STE At.SMUWS.THAT drowiny ta. COME RETE TS 011"T WITH OTHER oOsuaaAR►v. stlAtl MEET THE THESE tONDOW3 ARE RATED FOR IAROE►449LE IA+ACT. W07-rJ9 REQ<SREAIENIS of THE FLORA BLDG.CODE SECTION 2003.&4. SHUTTERS AIS:NOT REQUIRED. d 8 20,2 of .a sec a From SPACNO ,ypoc,Amm . ' lay sups s1a scc MM FOR saalxw TYP"ANCHORS sec I".voa �V ° r--------------------1 Awe° Zi SEE WIVIUMOMA Low ANCHORS ONLY IO , ® 1 8 e ,a ,s HEAD ANCHORS W,SITAR CUPS SEE SHEET , MR CAPACITY TYPICAL A1NCH0 : sec aw.FOR SPAS 1/4' Olk LILTRADON AY•EI Co. (Fy.,n K51.1�r•.188 INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-3/B' MIN. PENETRATION INTO WOOD _ THRU IVY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC.'OR MASONRY r DIRECTLY INTO COMIC. OR MASONRY _ 1-1/4' MMI. EMBED INTO CONC. OR MASONRY . W it 4 SMS CR SELF pmI wa am= (ORAW a �EWWS; INTO METAL STRUCTURES STEEL : 12 UA. MIN. (Fy a 38 KSI MIN.) - ALUMINUM : 1/8'1HK. MMMT. ("'Na MIN.) (STEEL IN CONTACT WITH AWMIPWM TO BE PLATED OR PAINTED)) A14 BUS OR SF1 r plat IND SCgM (GRAK 2 calk MITO MIAMI-DADE COUNTY APPROVED MULUONS (LUN. THKt a .080 •(NO SHIM SPACE) TYPtrtw� DISTANCE � INTO CONCRETE AND MASONRY - 1-3/4'MIN. (EXCEPT AT PRECAST SW INTO WOOD STRUCTURE a 1' MIK INTO METAL STRUCTURE w 1/2' MIN. t 14 8 � FOR ` e ALL FRAME CORNERS. FIXED MEET= RAIL AT EACH END. MTAUAT" 1 SCREWS IN SILL AND JAMIIS SEALED WITH M COLORED SEALANT. R FOAw PAD 2 W3 Wt ' WI - 3/8'NOTCH IN LEO AT EACH IIID © W2 •Y W2 - 3/18 X 2' NOTCH 4 PER Sal 8 W3 — 3/18'X 2'NOTCH 3 AT)CO ✓1< OX SIZES OPEN CELL.FOAM PAD (1/2'X 3/4'X 3-1/4*)AT EACH W3 ' W4 — 1/2'X 118'NOTCH AT SU TRACK ` •• ei �• y. AT 1-1/4 FROM EACH END(XO OR OX SIZES) '. ..4 ..O •1 • •° Vit' :•, _ YIOOD BIkKpY9, B41 dophoUlk TYPALANp10RSum bwkftcob1ST. SE[aR FOR LA" A PRECAST SRL WOOD BUCKS AND METAL STRUCTURES NOT BY CURV-A-TECH pso"FOR CAPACITY USE COLUMN WITHOUT SHEAR CUP ONLY M UST SUSTAIN W" IMPOSED BY MAZINO SYSTEM AND TRANSFER THEM TO THE SULD440 STRUCTURE91 rm PART f 40AH7FPF. a»TSO it 1 10248 1 FRAME ME* 6063-T6 �IJJ y . 2 10849 1 FRAME SILLn 8093-TSI 3 10847 2 FRAME JAMBS 0083-Tg - Z 4 11822 1/VENT HA.mo Mom RAL 9093-TO � 5 10646 1 SILL TRACK 6083-16 6 to2b0 2/VENT VENT T� RAti � _ S APPR D ICOU)ITYRA1at1 '--- TYPICAL ANCHORS 7 - 1/VENT 9/19.8=SCREEN - 3-1----I SEE Els.FOR WW= 6 10257 2/VW VENT=t RM. 6003-T6 Se[SUVWWE Iplt i j 9 11623 . 1/VENT H,R VEM 1HTERlM RAL 9063-T8 - ,2 j 1 10 0-30M4/VENT 901m 1 # 11Yl,ON _ t3 j It !I 0-3056 2/VENT ROLLER PRI Sl:STEEL ii 12 C-30@6 4/VENT VEPIT FACE mum - S d i 13 - ^ 2/Mom R1O:PIIOLE"man A FLAP NYIM on CELCI?➢1 - � 14 - AS RWL AOLL I==QAZM em ALUMMM M _ ��77 fb 909 AS R63tm 61A SaDISIVE DIN Cme" 1 I 16 7915-187 AS RF7p0. FOSEAL WESINA 8116P j 17 f6 X/' AS RE00. ASBEMSLY SCREMIS PFS•SNS 18 - 2/VENT SHEEP LATCH LONYt At 7-1/4•FROM FACH END 18A 13=1 2/VWAtlRapal VENTLATCHBQ83-T6 19 C-3081 4 LATCH SPRIM q6• by smm _ woo=wim118010U 1MTRI 20 0-3057 3/VENTBRA4S ROLLs1 21 /6•R 3' 1/VENT FDL RAI BOTTOM SCREN 22 - AS-R= SWAB CUP 6063-11{ 2•Lou*-- VENT wm 8E¢011G FOR Er+g$� MAX OPis1Jl�� 8 SHW LATCH 1 MEa1L 9 r.k.' BTR1n nmE 3 8 t4 i 7 TY I 1/4•SHIM ^r FOR SPACSm ' • g 18 OPDmW ... •.�, Y1ooD .. 7 a 99 •1st 3 4 a .HOOD SUCKS DLL M RXTERIOR 1 F WON i BEEELEV O%OPPOSITE •FU►'PE706g2a P q FOR SPA2N0 OAYL AooepmnxNo pJ 8 S 6A UR droring no. 09202 W07-59 abeet 3 4 2AW Aax Asz � 1.824 A2 2.800 t.f 26 z i C fA82 •/ fl'�(i VENT SIDE Ren 80T8 O1 1.000 ./, .780 't 1.062 $A72 ~ .012 • VENT IDPA30TTOM RAI �{_p.MM WON COC AI 8083—T8 O tem �[ A21 rRAME TOP iCf1RNER x Ell f 1A» t ass ^ QSILL.IBALlf 6 8078 2.1p M.D. F0CFT7 11F'eTroe Rs4 .. Cr teoss' " 240 Ass 3.312 12 ® 8083—m VFNT.L'OTtIJER 0 eos3-rs ' 1.y/6 � n •062 I S. 2.103 G Ss3s mcm coaly , 'oda .02 drow ® 10.847 _C7 0 20tt 7-59 . sheet 40! 4 a • � .. Mid KUNI-DADS L'QUNTV MID PRODUCtCONTROLSEUMN DWARIXONTOMMUMMM VISONUMI.AND USGUATORY 1ISO SW 26 Sean,Roan 208 AMAM(PERM 33t7s-U74 BOANDROCMADWIRWrItATMOMMM rtai 3W2M Is(M)31543" NOTICE OF ACCMANCE(NOAH Carr A-Tnk Copffadm 9"Wat umStreet Bladed,n 310 SCOMI This NOA is bei Wed under dwWHcablanda and 1 iflS douse OtMOWUCUM Is TINT dooumeatati sukoftted hes been ra+vievwad anal a by Miami Dade Canty PMMA- Product Caedrol Septi m to be used in hdmW Onde Cover and atlwr arses wbero A wed by the Amity Having Jta�dic2iat�AHJ). This NOA shall not be valid afisr tit$wphatien date sty below.The Miamf4Dade,County Product Control S (b Mimi Dace County)wAtr Oo AEU(to ww odw to iltti Dade Oozy)rimae dm tit to have Ods product or metal hood for qualky assurem purposes. Yf this podua or molal fails to palm in to accepted munw,dw awnu&mw wAl hn01tr ft aTemse of suab tem and tlm AHJ my hunwhawly xov lo%ma ft.or suspend dm on of soch produft or sasterisl whhow dm*jwJsdIwico, PIRA resorvss the d& to:evolae the if R Is daterwind by Wu= ode Camay Product Con"l Seaft that ft pmduet or memorial ibiis to nooet the mWAwneftofdm epp"Ie brag oodL This poduot is Wguav ed as desolbod horela.ad has boon dewed to amply+s A the Fly Building cods,Mina ehe HIO voiaotgr Hudasne?tee. DBSCRIPTION-. A1amkoum Haag WWow—LvLL APPROVAL DOCUFAV Y^s Drawing No.WNY-1e4,ted-S-923 Atvmhno ShW a Ri g WkWW, dwets 1 dmmgb 4 9f4,deted 12113/07,with radon A dated 04/17/12,pgoed by AWwooq Carporstico, and d Javad Ahmed,PA,bear' do hdiami Marty Pr AM Couftl R�wWon Nunp �g� by � whh d:e Nacho of Awe number and explreften date by dw Miszt6Dsde County Preded Cao W Ste. Mwwx'IMPACT RATING:tmv aso&mm mhwb Imp Rakeent LABzLmG:Enols wit"bow a p ersrs went lalwl aia the as BMW of losk city.slam. foodWSWImadhIlowing, "M>mi-Dade ComW CwWW App ovsd",tintless otherwise noted herein. RmzwAL of&b NOA"be amadered after a owww l mpmewon hes been fund and am hu been no ahaaae in the VVH=Ko bullding Dods n ab►affaft So perhaume of dais fit. 7URMATION of dais NOA wi11 emw a9et doe w dote or if there has bow a rsvltims or dwp in der K UMaodkr m afdw mar ,it hose offt NOA as an t of%W pandsct,fba'sal os,advardaiing or my odw pwpom 64 antOMat WW lachdaft this NOA.Fa we to oov*y voids nay section of d*NOA shall be cam for toudeedon sad swaneval of NOA. ADVFA!TBZb NT: Mw NOA number preowled by the words MlwnWDwIe Cleanly►. Flodit and foltowed by the aWkstion dase may be 0~ in advertlsimg iberata% H air pardon ot do MA is dkplayad,float h aball bei in its eutb". INSPBCTMt A cam►of this emirs NOA shell be praridW to ag,ter by doe amok or it distributors mad Mall be avaiW6 for' B as job As at him papea of the B dMkg Of&ial. This NOA re rim wd renew NOAf10*07.Bi and consist ofdds page i and evidence pus&1,as well as approval docs mens Wmakwed above. 'f bs aulained ebat was raved by Affimmud Pwax,P.B. i i ROA 1L IZ4W.84 i Daft Febnw7 l4,2018 r � ApprevAi Dates Aag� tnoP�t H931-Y-eana e986ee890e xvi W n 8IOZ/OZ/90 s Cuts►-A T�Car�r�t�a t3AEACOUARM., SEMI=IMMUnIM A. DRAWWBMS 1. Men 's die dmwbW and sent=& 2. Drawing 1x'07-104,Maft 1 ftudo 4 of 4,tilled"3-921 Ahs Sim H=g Window".dared 12113107,wi&revision A dared 04/17!12.prepared by M-Farm" Corporation,signed mW sealed by Javad Ahmad,P.E. B. TESTS I. Test reports on: l)Air Infiltration Teal.per TAS 202-94 2)Umfom SUM Air Presale Tess,Loading per FDC TAS 202-94 3)Wister Resistance Teti per FBC.TAS 202-94 4)Largo Nbab Impe d Test per FBC,TAS 20i-94 3)Cyclic Vind Pressure,Loading per FBC,TAS 203-94 6)Foxed Barry Tort,per FBC 24113.2.1,TAS 202-94 along whit marked-up dmwinSw and iw1>esion diegrmn of a series S-92S shuninm sio& window,prod by PeneMation Testing Labaratcries,W6.Too Report No.FM-5412.dated 12/03 7,Aped and mW by Cerfos&RWa da,P.E. (Sud ag W 1 [wMvpvWm 1Y0A0 0&0107.03,] G CALCULATIONS 11 Air vafficatim calculalim and swxftvW analysis,copying whh FlIC-2010, prepared by Al-Faxwq Corpora,dared 04116!12,sigaod and salad by Javad Almond,P.B. D. QUALITYASSURANCZ 1. Ad I38de of Permitting,F.nvirontnet%and Regulatory Affairs(?ERA) L MATERJAL C>i CMCA13ONS 1. Notes of Awe No. 11 .OS ismal w Se bti s,>me.for tib"Safra[and Vmcm dear and eobr hdearlaywe dated 05!05111.exphft on 05/21/16 i F. STATI&MM R i 1. Strd mm letter ofar n , ►ly3ag wftfr FBC-2010,and of no hal itw+esk dated Alaril 16.2012,a4pW and sited by Juvad Abad.P.E. L Lary coq*nce letter for Ted Report No.M..541%mod by Fenestration i Tend"Labor y,Lao.,dated Uaxmber 7,2M7.named and seated by Carlos S. � Rfottda,P.E.Abs 6 m ft d m do P p v We M NvOA0 d"l®7.0,3) G. OTHM 1. Notice of Acceptance No.084107.A3,issued%Cur►-A-Tu t Corpandou for dm* 921 Ah miumn Single H=g Window—L.M.I.",approval on 02114A and ; erring on 02/14113. Ad"Ajt�2*pj , P.le. Pro9ad t ea NOA N&1 Zxph,p ilia Dater PWnimq 14,3918 Appywer Dater Aad 02,2015 , E-1 fpp� H031-Y-A8ti9 888888880£ XYd 3"t EtOZ/OZ/90 _ 1 om ro ILL ILM q1 ' 0.4 �q�191F71 MugA or'Mss :urn g=\ AiWOl41M r K& IIQ MUM== w �� mmmmmtR"aaooa DRUG LC d o W a � .0loml 2. 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