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WS-13-1543Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 0 JULY fit FBC 20 1 Permit No. Master Permit No S V `f ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcew 11- A/36- d /,3 - ao 10 Is the Building Historically Designated: Yes NO I k Flood Zone: OWNER: Name (Fee S``im''plle/e --� Address: t72 38 /V. l== City: c �' e~r S Tenant/Lessee Name: Email: CONTRACTOR: Company Name: C_.= Address: -tm 6P A140 Iz/ City: ' ! ohm Qualifier Name: ( _'e .11 C4— A State Certification or Re 'stration #: _ Contact Phone#E DESIGNER: Art chitect/Engineer: .L State: ! � Zip: a � V Value of Work for this Permit: $ ���� Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew ORepair/Replace ODemolition Description of Work: -- Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ I BondinglCompany's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the 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 occ s seven (7) days after the building permit is issued. In the absence of s h posted notice, the inspection will not be approv a a reinspection fee will be charged. r� Signature Signature Owner or Agent C'nntrnrtnr The forego" instrument was acknowledged before me thi day of 20, by /J who is personally known to me or who has produced As identification and who did take an oath. The foregom • strument was acknowledged before me this day of 2Qr-, by W& -'� AA who is personally known to me or who has produced as identification and who did take an oath. Nul L: NOTARY PUBLIC: Si Sign: gv? C -STPTE OF nOMDA Print _ Print: My Commission Expires: Commission # DD882215 '° ` My Commission Expires: .,,. ,, ; a (, loria Coto F�ICpires: JULY 12, 2013 � °'� "issian #DD88Z215 H 0=RuA,r�nrrixcsormINGCO.,INC JULY 12, 2013 BONDM il{UXrI.ANITC BONDING Co.,INC. $ sHj�8s8s, k8ssR��k�Hs8s8ssk, k, ksk ,ksk8s,k,k,kH,�sskskskBsK+,k,�s sIsskBs��k�k�k�kH:, ksR, k, k�k�k�, ks8sksksk�s��I+ �skak�k+ ksksk8+ sh�IaHask, ksk8s, k, kskH= Hs, k, k�k, k�k, k�k�k�k�k, k��Is�, k�RdssF +,k�drdsH,�dsKsdsBsdsHssk APPROVED BY ���f Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06110/2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. // -2-1,6 - 0/3 -tf& + � STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement. This Notice of Commencement should be recorded at: The Clark of Courts Miami -Dade County Recorder Courthouse East, 22 NW First Street, 1st Floor, Miami, FL 33128 OR BI-,- 28670:0 Ps 2519; (1P9) RECORDED 06/10/2013 11:36:21 HARVEY FUVINY CLERK OF COURT MIAMI -DADE COUNT'fP FLORIDA LAST PAGE 1. Legal description of property and streettaddress: or A C 14W-16—if 2. Description of improvement: .2 3.Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 6. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $, 6. Lender's name and address: 7. Persons with the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienoes Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this of Commencement (the expiration date is 1 year from the date of recording unless a different date is sRaoffl )"z Slanature of Print Owner's Name Swom to and Notary Public Print Notary's Name My commission expires: - fE I.e) J?/%e Prepared by ����1l1.a3r r 20 X-4 . Y PUBLIC -STATE OF n@RIDA Gloria Coto Commission #DD882215 Expires: JULY 12, 2013 nrRU ATLANTIC BONDING CO., INC. Property Search - Report Property Information: Folio 11 -2136- 013 -0080 Property Address 305 NE 104 ST Owner Name(s) JOHN F LONGMAN &W DENISE Mailing Address 333 NE 92 ST MIAMI SHORES FL 33138 -2017 Primary Zone 1000 SGL FAMILY - 2101 -2300 SQ Use Code 0001 RESIDENTIAL -SINGLE FAMILY Beds /Baths /Half 3/2/0 Floors 1 Living Units 1 Adj. Sq. Footage 1,893 Lot Size 9,225 SQ FT Year Built 1941 Full Legal Description 36 52 41 31 52 42 MIAMI SHORES SEC 5 PB 10 -47 LOT 13 W1/2 LOT 14 BLK 117 LOT SIZE 75.000 X 123 OR 17652 -4881 0597 1 IMPORTANT NOTICE: The 2013exemption and assessment values currently shown are preliminary and are subject to change until they are certified on July 1. Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $87,509 $75,421 $83,801 Building Value $152,423 $170,113 $170,322 Market Value $239,932 $245,534 $254,123 Assessed Value $239,932 $245,534 $142,528 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $0 $0 $111,595 Homestead Exemption $0 $0 $25,000 Second Homestead Exemption $0 $0 $25,000 Note: not all benefits are applicable to all Taxable Values (ie County, School Board, City, Regional). Disclaimer: Page 1 of 2 MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Cantera Property Appraiser Aerial Photography 2012 N Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $0/$239,932 $0/$245,534 $50,000/$92,528 School Board $0/$239,932 $0/$245,534 $25,000/$117,528 City $0/$239,932 $01$245,534 $50,000/$92,528 Regional $0/$239,932 $0/$245,534 $50,000/$92,528 Sale Information: Date Amount OR Book -Page Qualification Code 5/1997 $152,900 17652 -4881 Sales which are qualified 4/1994 $125,000 16358 -5205 Sales which are qualified 12/1984 $78,000 12356 -2466 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /www.miamidade.gov /info /disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Wed Jun 5 2013 http: / /gisweb. miamidade .gov /PropertySearch/printMap.htm 6/5/2013 "I EC :1 7652PG488 ! 9 R 733 2 4 '7 1447 MAY 27 12907 Thh hot MMM Prepared by 1+DWARD S INMNF M. UIRI! I.Ant k Evans 329 Mimru Averme - Coal Gables, Flwlds 33134 IiUCSTI'Of.0 917.411 SURiX 0.00 NAI(VFY IdIVINr (FFRK DAIir (.01IN1Yr FL STATUTORY WARRANTY DEED T111S 1NBFJYTI +RE h mark u of the _ _� day of May , 1997 between TODD M. LYEUMANaa lainkle_ qua and STIKPIIEN C. DAYLco a atmitt man , by EDWARD S. I.FVINF._ as deir Attome)•Fn -Pats under Power of Altomcy dated the 12 da) of APF 4 1 9 9 7 ` 4 r a n 1 o r' a n d JOHN F- I.QNCMAN and DgNISE LQXQAN his wife '(Trance' whose tax Identification number Is and and whose mailing addrea h 3115 N P I(Hth SUVM Munt. Fl 33138 WIINBSE111, that Grantor for and in consideration of the win of Ten and No/100 Dalian ISI00a) and other good and valuable consideration to them in hand paid by Grantee, the receipt of which Is hereby acknowledged, has granted. bargained and sold to (framer. Its tucceswn and assigns forever, that certain Parcel of lend tying and being in Dade County. Florids, mote Particularly dewribed m (a9ows Lot 13 and the West IQ of 1.0111, In Block 117, ormIAMi SHORFM SE(TION S, according to thr Plat thereof. as recorded to flat Brook 10, al Page 17, of the Public Records or lode, County. Florida. (the - Property') Tax Folio No 11.2136 - 0134060 SUIIJF('T TO Cnndhtont, restrlctkom, linit atlom, rnervatinm and easement, or record. if an). but an) such inerems that ma) have ken terminated are not hereby reimpowd SUBASC -T TO Applicable toning ordinances. tales and as%eamrnts for the )car 19 9 G and subsequent Kan TO ItAVF AND TO 1101.1) the same onto (homer in fee simple AND GRANTOR does hereby Ailly warren de tide to the Property and w81 defend the same against the lawful claim% of all perw n whononever IN WITNFS.S WIIFRIMF. Grantor has executed this indenture as of the des) and year flnI above wrhen SIONFD. SFALFD AND 1)EIJVFRISI) IN TIIF PRIiSFW'F OF A."'. . -1if_, e W s me, Alc printed name of witness _ STATF OF FLORIDA ) ss COUNTY OF DADE ) TODD All, jjV141AN Pilot of Pr Signature of Attorney-in•Fact [' -,PWARD S. I E IWE Printed Name of AaomeyIn -Fact 328 Minorca A,,m j3134 Post amee address Prime f Prltei 511 ray ____ Signature of Attorney -in-Fws JMWARD, S. LEYINE Printed Name or Attmneydn.Fect 328 Minorca Avenue. C lei, R 33134 Post office address THE FOREGOING INSTRUMENT was acknowledged before me,. this 23rd day of May 199 7 , by EDWARD S. CL VINE who Is pas Wy bmum to me, as Mmmey -In -Fact rot TODD K hUM6 a .1-1. — amt STEPHEN DAVIS, a $male man and who did take am oath r RFCtywu&V($Frb4REfOftl$DOOt (.�l OF(rattF VVVIT. y LRCM Sigma rof Notary Public HMWy RUIN cipo L1gd1gTC(71JR1 Name of otary - typed. pr w Ns1TARY PUBLIC NOTARY SEAL Serial milift, If am• 1F1LESIPRUD -REL1W D.PRM MANNE WALSR s ^ Comm. No Cc 560282 My Comm. Exp. Aug. 23.2000 �t r toss`; Bonded thru Ficlaid Ins. Agcy. I .r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 194988 Permit Number: WS -7 -13 -1543 Scheduled Inspection Date: August 07, 2013 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Window Door Attachment Owner: LONGMAN, JOHN Work Classification: Window /Door Replacement Job Address: 305 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: COCONUT GROVE GLASS AND MIRROR CORP. Buildina Deaartment Comments 2 IMPACT DOORS Phone Number Parcel Number 1121360130080 INSPECTOR COMMENTS False Phone: 305.634 -3420 August 06, 2013 For Inspections please call: (305)762 -4949 Page 13 of 39 Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 06, 2013 For Inspections please call: (305)762 -4949 Page 13 of 39 JUL -26 -2013 13:46 P. 01/0i ACC RD,,y CERTIFICATE OF LIABILITY INSURANCE 72 6 2" q 13 ' PRODUCER Phone: 305- 556 -1488 X242 Fax; 305 -559 -3680 NSI Insurance Group 8181 Northwest 154th Suite 230 Miami make FL 54th THIS CERTIFICATE 16 ISSUER AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEN0 OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INUUMM r• Coconut Grove Glass & Mirror Corp. 3650 XW 41 St Miami FL 33142 INSURERNGran IS 6tate Ins Co 3 ►NSURES9; FC mmerci $ Q INSURr:RC: FCCI 3:nsuranc $ IN$UR6R 0: INSUREA12: GENERALA:3MOATE COVERAGES TRZ POLICIES OF INSURANCE LISTED BELOW HAVE BEEN I9913 ED TO THE INSURED NAMED ABOVE POP THE POLICY PERIOD INDICATED. OTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCiRiM WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISO= OR MAY PERTAIN, THE INSURANCE AFFORDED BY T92 POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AW"IPATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, IIISR JjL A POLICiYNtl61$ER 02 -LX- 011740772 -0 POLI ��' 4/20/2013 P&nA EXPIRATION 4/20/2014 111Ar[8 EACHOCCUWANCE S OOO.OQO GENEMLIAM rfY E7X COMMERCIALGENERALLIABILtfY CLAWISMADE Fx� OCCUR � $ Q MEDEXP( ww $ PERSONAL &ADY INJURY 09MLAGGREGATEUMiTAPPWE8PER1 POLICY PRO- we GENERALA:3MOATE $ 0 0 PRODUCTS .COMPIOPAGO $ 8 AUTQN=LeuARdITY X ANYAUTO AUOWNEDAUTOO SM90UMAUTOS MRWAUTOS W110 aEDAUTOS CA 0004471 9 4/20/2013 4/20/2014 COMEINEDSINGLEUMIT (EeNCIUM) $1,U00,000 (Pwp Y w) RY $ X BODILY S1,000,000 PROPERrYDAMAGE S GARArALU ILITY ANYAUTO AUTO ONLY- EAACC0W 5 OTNERTiIAN BAACC AUTOONLY, AGO $ . $ D EXCL9MMURELLALIABLITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION S EMX0317969 5/29/2013 5/29/2014 a CHOCCURRENCE $1.000.000 AGGREGATE $ $ S $ C � C0Iff* ATX)MAMO W= g� WUERlE�7(ECU71V6 N d Weu 8iE0u�PROvISION$ooww 001 -WC13A -42367 3/1/2013 3/1/20X4 wCSTATU 10TH. R E.L.EACHACCIDENT $1,000,000 EL DISEASE. EAEMPLOYEE S 1 00Q 000 E.L DISEASE. POLICY WMIT S mot DE13�IPTXiN OF OPOMTIONS ILOCATIONBl V9CL BSIEXCLUSIONSADD ®$YENDOR9EMMISPWAI,PROVIINOW SHOULD ANY OF THE ABOVE DESCRIBRI) POLICIES 8E CANCELLED Miami Shares Village BEFORE THE EXPIRATION DATE THEREOF, THR ISSUING INSURER 10050 " 2nd Avenue WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE Mi=i ShOrag FL 33138 CERTIFICATE ROLDER NAB TO THE LEFT, BUT FAILURE TO DO SO Sxar.r• IMPOSE NO OBLIGATION OR LIABILITY OF ANY RIND UPON THU INSURTR, ITS AGENTS OR REPRESENTATIVES. 1988 TOTAL P.01 4 MECAWind Version 2.1.1.4 per ASCE 7 -10 Developed by NECA Enterprises, Inc. Copyright 2013 www.mecaente�:Prises.com Date : 6/21/2013 Project No. Company Name : COCONUT GROVE GLASS & MIRROR Designed By : EDWARD A. HERS, P.E. Address : 3660 N.W. 41 ST. Description : IMPACT DOORS City : MIAMI Customer Name : JOHN LONGMAN I{ State : FL. Proj Location : 305 N.E. 104 ST. MIAMI SHORES File Location: C: \Program Files \MECAWind \Default.wnd Envelope Procedure per ASCE 7 -10 Chapter 28 Dart 1 All pressures shown are based upon ASD Design, with a Loam Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category Natural Frequency - N/A Flexible Structure Importance Factor = 1.00 Kd Directional Fac Alpha = 11.50 Zg At = 0.09 Bt Am - 0.11 Bm Cc - 0.15 1 Epsilon = 0.13 Zmin Slope of Roof = 3 : 12 Slope of Roof(Thet Ht: Mean Roof Ht = 13.00 ft Type of Roof RHt: Ridge Ht - 16.00 ft Eht: Eave Height OH: Roof Overhang at Eave= 1.50 ft Roof Area 2 Bldg Length Along Ridge = 55.00 ft Bldg Width Across Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6 *Ht lzm: Cc *(33 /Zm) ^0.167 Lzm: 1 *(Zm /33) ^Epsilon Q: (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 Gust2: 0. 925*(( 1+ 1.7 *lzm *3.4 *Q) /(1 +1.7 *3.4 *lzm)) Gust Factor Summary. Not a Flexible Structure use the Lessor of Gustl or Gust2 D = No 0.85 = 700.00 ft - 1.07 = 0.80 = 650.00 ft = 7.00 ft 14.00 Deg = Hipped 10.00 ft = 3145.00 ft^ Ridge= 50.00 ft = 0.85 i 7.80 ft 0.19 542.76 ft 0.93 0.89 0.85 Table 26.11 -1 Internal Pressure Coefficients for Buildings, GGpi GCPi : Internal Pressure Coefficient = +/ -0.18 NECAWind Version 2.1.1.4 ASCE 7 -XO Developed by MECA Entezprises, Inc. Copyright 2013 www.mecaenter�rises.com Date 6/21/2013 Project No. Company Name COCONUT GROVE GLASS & MIRROR Designed By EDWARD A. LAbDERS, P.E. Address 3660 N.W. 41 ST. Description IMPACT DOORS City ; MIAMI Customer Name JOHN LONGMAN State FL. Proj Location 305 N.E. 104 ST. MIAMI SHORES File Location: C: \Program Files \MECAWind \Default.wnd F1 I I I I r, ♦ d I � < #-<---27 Wind Pressure on Components and Cladding (Ch 31 Part 1) All pressures shown are based upon ASD Design, with a Load,Factor of .6 Width of Pri Description Width ft ------------------------------ MARK "D1" 3.29 MARK "D1" 3.29 MARK "D2" 2.71 MARK "D2" 2.71 KhcC:COmp. & Clad. Table 6 -3 Qhcc:.00256 *VA 2 *Khcc *Kht *Kd assure Coefficient Zone "a" 5 ft Span Area Zone Max Min Max P. ft ft ^2 GCp GCp psf ----------------------------------- } 6.83 22.5 4 0.94 -1.04 46.05 6.83 22.5 5 0.94 -1.28 46.0 5.75 15.6 4 0.97 -1.07 47.2 5.75 15.6 5 0.97 -1.33 47.21 Case 1 Min P psf -50.17 -59.97 -51.33 -62.28 1.03 41.19 psf MIA.MII•DI�UE MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEI'ARMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 "FAIRS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) mmm._miamidade.gov/pera/ ECO Windows Systems, LLC 7955 NW 77th Ave Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, inadify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors- L.M.I. APPROVAL DOCUMENT: Drawing No. W12 -08, titled "Series 600 Ahan Outswing Entrance Door (L.M.I.) ", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02113/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w /wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37 ". 2. Laminated glass types GI and G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufaoturees name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted Herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA: as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miarni -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request-of the Building Official. + This NOA and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chauda, Y.S. 11.1 NOA No 12- 040:.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. WI2 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I,)", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 S) 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 an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 12 -3357, BETI -12- 3358, HETI -12 -4403, BETI- 124003 and HETI- 12- 4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz -Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Burricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "Butacite ® PVB interlayer ", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1.* Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. 'T'est proposal, dated 10/14/11 and 02 -21 -12 approved by PERA. ,Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E -1 I 1/+47.21 � h / EXISTING WOWS Di 39 1/25 X 82° IMPACT OUTSWING FRENCH DOOR (HRSO) D2 32 1/2° X 69° IMPACT OUTSWING FRENCH DOOR (HLSO) EDO WINDOW SYSTEMS. LLO. SERIES °600° E ALUM. D i IMPACT OUTSWING DOOR IN WHIT FRAME FINISH WITH 5/1 6" OBSCURE LAMINATED IMPACT GLASS 02 N.O.A. 12-0402.03 GARAGE KITCHEN DINNING ROOM EXISTING WDW. FAMILY ROOM LIVING ROOM D7 +46-135 � —50.17 EXISTING WDW. BROOM BATH BROOM EXISTING WDW. FL©0R PLAN EXISTING EXISTING WDW. EXISTING WDW. I I Elm:l I O ar N N Ic D W H1 Q 1.. -' N .! to r X D V3 Q W = C7 F r Qo WAD- - v D it �-3° In �zLL Z n �°o < j om Id 10 I- t N Wm W Q1-01 ZLL D m O to a ZZ13 _ =r O IA M a 730—m EK Df E3 w Is. f n aanwN BY: ev. vnrE 06.07 -13 ewscr Nuweca CG- i OF 4 r E9 Z_ _ E9 Z — W W C ❑ W N� Li. Q Z Li ul 0i Q ❑ ❑ 1 /4" TAPCON SCREWS WITH 1 1/4" EMBED. INTO CONC. AT 5" FROM CORNERS 4ND BALANCE AT 12n O.G. ;ANCHORING TO BE AS PER N.O.A.) SECTION ECO WINDOW SYSTEMS, LLC. SERIES "600• ALUM. IMPACT OUTSWINO DOOR IN WHITE FRAME FINISH WITH 5/1 So OBSCURE LAMINATED IMPACT GLASS N.O.A. 12-0402.03 1/4u TAPCON SCREWS WITH 1 1/4" EMBED. INTO CONC. AT 5" FROM CORNERS AND BALANCE AT 1 2" O.C. (ANCHORING TO BE AS PER N.O.A.) O IY tq cd uI m NWNo Q i- d 99 J X WX0]1, F- ao n to �zL T z to oo -7° o�aw El C9 Lm tq Wr- jr to 4�pi LL Z�� o m Wm 'I W 0! I I rr O I(1 m a 70_c� p1-Qw LL a ffD once ED 1/4 11 TAPCON SCREWS WITH 1 1/4" EMBED. INTO CONC. AT G" FROM CORNERS AND BALANCE AT 12n O.C. (ANCHORING TO BE AS PER N.O.A.) im, b v v c o ; v Q • cfl p P. p Q D D D p ; 1 /4 DOOR FRAME WIDTH oil -1/4 MASONRY OPENING S ECTI 13 N EDO WINDOW SYSTEMS, LLC. SERIES 06000 ALUM. IMPACT OUTSWING DOOR IN WHITE FRAME FINISH WITH S/1 60 OBSCURE LAMINATED IMPACT GLASS N.O.A. 12-0402.03 : 0: !Y � N d' �t ra �o W W ail If Q F. I JUI� X 19 wF�� QO n �-3_j m DZLtO Z in O 0 In D0Qw U V] IW- W W B Q�� E3 �W Ell =Zir. D In a] 30_� m� DF-Qw ILL. Q�U DRAWN BY: E.v. DATE D6 -D7 -t 3 M C r El SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOM IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. HEAT STREWD GLASS HEAT STREN'D. GLASS .090 "INTERLAYER .090" IVTERLAYER BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT' 1/8° HEAT STREN'D. GLASS 3/16" HEAT STREN`0. GLASS SILICONE �'' SILICONE z m DOW (SING 899 z DOW CORNING 899 4 26 y 26 s J • 6 m J of m 1 1 ►. off• � �t 1 r 34 i 1 SETTING BLOCKS AT LAM. GLASS REQ D. FOR WIDTH$ EXCEEDING 36' ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'GI' GLASS TYPE 'G2' a 2 m TEMP. GLASS 5/16" AIR SPACE X1/8" HEAT SIREN D. GLASS .OW INTERLAYER SAFLEX DIG BY 'SOLUTIA' r1 /6" HEAT STRENb. GLASS PAR GLASS TYPE 4G3 CORNING 899 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. MY- SETTING BID= AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ILA P9 7OW2 -, �I�p�dogailiylAs h�0idt U tJ 0 0 1 N_ Z rte. 3 O W tv n. L" x a u 08 O M O QC � �. 0 LLzWs a��E J U O o'�� n z �� { LLI W w� N N � O M S a' { I drawing no. W9 2-08 vov i- POP o As xx II rn v u � I N N co w N w � o �m �D ro O v v 1 Pd bU r C 1 v ovf �m w C t7 to W v mzn �Q... m P > 0p cl) 9:0 Z 0 >> N CCU i�4 Vi=mN gc6 zpz o 0w v nyy j� 2m N tD v �� fyM1 n 211 w ; Xi ~: r cn ellN X %wlo 6" MAX. JAMB CORNERS In i t C dC" FRAME HEIGHT 96 3/8" LEAF HEIGHT 86 7/8" date D.L. OPG. n z I n I' n \; T— SERIES 600 ALUM OUTSWING ENTRANCE DOOR LM.I. AL- FAROOQ CORPORATION N ,.s a N N. 11 no A 06.26.12 co escr�q on REV. PER I� oOMMINi9 ECO WINDOW SYSTEMS, LLC, ENGINEERS & PRODUCT DEVELOPMENT 3236 S.W. 87 AVE ,rr r" + loe 9114 N.W. 106 STREET I I I 12" MAX. JAMBS V N 96 3 :AF HH 86 7 i oNi a /�I �I � II I� u II �, 11 11 \ II �I�,,Iyy 11 I�� �I� \ I I laymwn5; date z I n I' n \; T— ot `` \\ CORNERS aiga a m C7 JAMBS / N P w � 0 In w I s f m a date; 02 -13 -12 laymwn5; date SERIES 600 ALUM OUTSWING ENTRANCE DOOR LM.I. AL- FAROOQ CORPORATION N ,.s a N SCOW 1 /2• -t• -o• no A 06.26.12 escr�q on REV. PER I� oOMMINi9 ECO WINDOW SYSTEMS, LLC, ENGINEERS & PRODUCT DEVELOPMENT 3236 S.W. 87 AVE ,rr r" + dr. by: WMID 9114 N.W. 106 STREET MIAMI, FLORIDA 333.74 f MEDLEY, FL. 33178 TEL (206) 264 -ftOO FAX. (308) 262.6975 co CO ° cbk. by. TEL (306) 689 -3299 FAX ( 308) 883 -9902 flnup.ANI\Wi2_nmn f m t V Ai 4 •P V pi d A ` � J d 00 � J V Ai 4 •P V pi d A N 14, d 00 N O@f N Y V�3f bo b L o b b b v b U N bo rn F� �e�++� i-� � �� a y 0� �vn i5 v 0 o b i O c"i n ei ci o � o o �' � � 00 bbbbiaobb:lc,bb�obbb* b b O 000 O Q Q O O r 0 b 0 b O b 0 I v G] r r 00 roo2o g3: -p < r�rl q 0U)0 � � N � • m ��rnm rn S mm 4;i= t-"3 mil N A � L g» FRAME HEIGHT c V¢1 b.LG OPG. s En F oz°D �o `- ow.. m In x1� ° to D r0 O C7 G -I�Z It >W b6rnm � La ry tl m�0 1 n�•—•N II � II \lf ii y' V) t'I �� (q � ri n �i' II ii ii CYI I: \ \jf j N u Q _ __ _ _ __ 1t y }� o �n v F' � LEAF' �EIQHT Ile fi s MAX. 12" MAX. JAMB JAMBS CORNERS p dotal 02 -13 -12 revisions: SERIES 600 ALUM OUTSMNG ENTRANCE DOOR LM.Q AL- FAROOQ CORPORATION a n r n — ENGINEERS & PRODUQ7 DEVELOPMENT W N SCGIE: t /2 "a1._o. A 08.20.12 Itev. PER Pena oommem ECO WINDOW SYSTEMS, LLC. IMSS.W. 87 AVE 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 C dr. by: HAMIO MEDLEY, FL. 33178 TEL (308) 2sa -stop FAX. (308) 262-•6978 c� 3 cn M P chk by: TEL (305) 885 -5299 FAX (305) 885 -5902 COMP -ANL wt 2 -OBECo w N II II II II 11 II II II II II ` II II II II J i 2BY WOOD BUCK v 9/16- MIN. TYPICAL ANCHORS EDGE DIST. 18Y OR /� � Go THROW BOLT EDGE DIST. SEE ELEVATIONS WOOD SUCK WOW STRUCTURE :j� o PENETRATION FOR SPACING a �' : ' SEE NOTE SHEET 1 METAL a _ EDGE D EDGE DIST. STRUCTURE Of - - 0. O • -14� a LJ My I t w �� 0 g 1 1 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS "�" j j SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS 0 L sC t FOR SPACING FOR SPACING ' FOR SPACING 0 03 t - � W !Y 7 �; 230 a tt -------- ----- - - - - -- �1. (d ..r 0 t t MIAMf-DADE COUNTY APPROVED' t try "SEE MULLION t i Q � :I E � SEE SEPARATE I-- "- - - - -- It O O ap � G V m tn GLAZING OPTIONS � TYPICAL ANCHORS ;V—SEE SHEEP 1 5EE ELEVATIONS "' } FOR SPACING fn a0 cn i—i a O O 0 O X 0 MOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS � n— � t a c W MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM � Z 12 f AND TRANSFER THEM TO THE BUILDING STRUCTURE g }+ z �- � �C Y 4 TYPICAL ANCHORS: SEE ELEV FOR SPACING _I /4" DIA= ULT66MN BY 'ELCO' (Fu =177 Ks. Fy=155 99) INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD 0 1 THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY VA w_- i+Hillif 17tdLtt72•tri�' DIRECTLY INTO CONC. OR MASONRY �1�R !le�itd C47o,�8i �, 7A 7 1 -1 /4" MIN. EL48E0 INTO CONC. OR MASONRY #14 +MS OR SELF DRILLING SCREWS (GRADE 2 CRS) + N © 33 i i INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 2 o t I 26 2 INTO METAL STRUCTURES i ` < $ t t 1 X STEEL : 1 /8" THK. MIN. (Fy = 36 KSI MIN.) DOOR DETAILS t i ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) N (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o a - • TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. FLA PE 38 t s o .a fl a /EOCE INTO WOOD STRUCTURE = V' MIN. ' t INTO METAL STRUCTURE = 3/4" MIN. DIST. 1/2" MIN. TYPICAL ANCHORS ELEVATIONS FOR SPACIN CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. !� q .i .$• ���c, drawing no. W l 2 -08 THROW BOLT C -90 HOLLOW /FILLED BLOCK AT JAMBS f m — 2000 PSI MIN. PENETRATION sheet 4 of 9 4 r d 0 0 ,e a. (dote: 02 -13 -12 N � scu�e: ��$• m ,• dr, by: HAMIp 00 O chk. b)r. a o H 0 l J a b Motio n SERIES 600 ALUM OUTSWING ENTRANCE DOOR (L M.I.) AL- FAROOQ CORPORATION a PIE R PERA COMMENTS ECO WINDOW SYSTEMS, LLC. i2aa s.w.8 PRODUar DEVELOPMENT f 9.238 S.W. 87 AVE 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 MEDLEY, FL. 33178 T@L. (306) 20"00 FAX. (306) 262431)78 TEL (308) 885 -8299 FAX (308) 885 -5902 C0MP- ANL \W12 -08EC0 0 C �y 'D 3• N 14s, r� a r t�7 a r — tF a ldatw 02 -13 -tz In � P ©o dr. by: HAmici 00 0 chk. by1 14s, r� a r t�7 a r — tF a ldatw 02 -13 -tz In description ©o dr. by: HAmici 00 0 chk. by1 9. N yn�n (revisions: no date In description A 06.26.12 REV. PER PERA COMMENTS I V A S SERIES 600 ALUM OUTSOG ENTRANCE DOOR (LMi.) AL- FAROOQ CORPORATION a ECO WINDOW SYSTEMS, I.LC. ENQINEMS & PRODUOT bwFLOPMENt f 2 238 S.W. 87 AVE 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 c MEDLEY, FL. 33178 TEL. (306) 28" LOO FAx. (308) 262 -6978 TEL (3W) 885 -5299 FAX (309) 889 -5902 COMP -�ANL W12 -OSECO t t I t ptw�-,q 4 POINT LOCK ASSEMBLY DLOI -6007 BY INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2- DID. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS LOCK LOCATED AT 42 -1/2' FROM BOTTOM INACTIVE LEA1•: 2 POINT LOCK ASSEMBLY` BY ' INTERLOCK USA INC.' 1/2- DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL.. THROW BOLTS ATTACHED TO LOCK BY 3/8" CXNNNEC71W RODS LOCK LOCATED AT 42 -1/2" FROM BOTTOM OPTION #2 ACTIVE LEAF• CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KHNKS£T' LOCATED AT 39 -1/4- FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44 -3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2- X 2" THROW BOLES ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10 -5/8" FROM TOP AND 130TTOM LOCK FASTENED TO STILE WITH (2) #8-.32.X 1/2" F1 L MS INACTNE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -5/8- FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18 -32 X 1/2" FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ITEM PART f REQD. DESCRIPTION UkTERIAL MANF. /SUPPLM /REMARITS 1 E601 - DOOR FRAME HEAD /SILL 6063-T6 - 2 E602 - FRAME COYER 6063 -76 - 3 £603 - DOOR FRAME JAMB 6063 -T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAM 6D63 -T6 - 4A E626 - SIDEUTE 9" BOTTOM FRAME 6063 -T6 - 5 £605 - SIDEUTE FRAME JAMB 6063 -T6 - 6 E606 - SIDELITE SLIP ON JAMB 6063-76 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063 -T6 - 7A E625 - LEAF 9" BOTTOM RAIL 6063 -T6 - 8 E608 - LEAF W'STRiP ADAPTER 6063 -T6 - 9 E609 - LEAF HINGE STILE IN 6063 -T6 - 10 E610 - LEAF LOCK STILE 6063 -T6 - 11 E611 - LEAF ASTRAGAL STILE 6063 -T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063 -T6 - 13 E613 - LEAF CLAMP 6063 -76 4-1/4" LONG 13A • E613 - HINGE BACK -UP PLATE 6063 -T6 12" LONG 14 E614 - GLAZING BEAD (5/16` LAM. MASS) SD63 -TS - 14A E109 - GLAZING BEAD (7/16" LAM. GLASS) 6063 -T6 - 15 E615 - GLAZING BEAD (INSUL GLASS) 6063 -T6 16 E616 - SNAP COYER 6063 -T6 - 17 E613 - BOLT SUPPORT 6063 -T6 NOT SHOWN 18 - AS REOD. SIDEUTE MULLION REINFORCING 6063 -T6 - 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 F81202 - FLUSH BOLT LEVER - SULLWAN & ASSOC. 21 FSM 14SS - CONCEALED F131SH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 012 SMS AS READ. FRAME ASSEMBLY SCREWS - - 23 #12 X 314" - HINGE INSTALLATION FASTENERS - Fli SIAS 24 - - 3/8" D1A. THREADED ROD STEEL - 25 Wi 1323 - PILE WSTRFP= WCPL ULTRAFAB 26 E20618 -KN -3020 - BLAB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLOIWB - WHITE BOLT SUPPORT GLOM POLYETHYLENE ACME PLASTIC 33 #10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ UTE SETTING BtDM 114° X 1/2- X 4- LONG EPDM AT 6" FROM EACH END, DUROMEiER 6515 35 - 2/ UTE SETTING BLOCK. 114" X 3/4' X 4- LONG EPDM AT 6" FROM EACH END. DINER 65t5 HINGES: 3-1/2' X 7 -5/8" X .122" THK. EXTRUDED ALUM HINGE PART FD -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10 -1/4- FROM BOTTOM TOP HINGE AT 11 -3/4" FROM TOP CENTER HINGE AT MIDSPAN (38- -O.C. MAX.) HINGES FASTENED KITH /10 X 1- FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEA%AN ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. "wo loom - u AHNitlsrr�#Itd .. My, w lco C 1 N Z O J O� lu 9L cy 0 Gam. d a .oi Oar Q g iA QUzi � U °w W >- W U) it co N m Q d O M1 ,0 — I 3� Z 0 IS W rnm a'g W a z Engr -JAVAD 7titA6 + e a_ M F c 705$2 . 0 drowing , no. t Wl2 -08 sheet 7 of 9 J r 1 4. DOOR FRAME HEAD /SILL 5 1. 0 SIDELITE TOP & BOTTOM FRAME Z. 329 .078 1.812 J f 2 FRAME COWER Id-..687 050 ! 1.1 g7 .154 4.1 �.130 .803 -I A45 •803 .050 .803 .045 1.047 1.047 1.172 i1 i4 GLAZING BEAD GLAZING BEAD as GLAZING BEAD 5/16" GLASS 7/16- GLASS INSUL GLASS LEAF TOP /BOTTOM RAIL LEAF HIKE STILE 7 to LEAF LOCK STILE 7. 9" BOTTOM RAIL it 16 SNAP COVER LEAF ASTRAGAL STILE r--900-1 1.500 °j DOOR FRAME JAMB .7 4.000 SIDELITE FRAME JAMB 7 IL U SIDELITE 9" BOTTOM FRAME 1.500 .312 .062 8 LEAF W'STRIP ADAPTER .094 312 .442 1.584 12 LEAF ALIGNMENT BRACKET 375 1.57 i25 t3 LEAF CLAMP HINGE BACK -UP PLATE ) SIDELITE SLIP ON JAMB 3. 18o 8 a o tai 0 N Z 1 <I O I I il f N d Ii O IL fl Env:. ' > IL e a 015 paaa°� °� 0 L _ o , J � M 4a Qw��� e •iO 1 ' O W r4i ,1 2012 1iV 2 -08 >fiK11Mp z (n fE co 0 0 on .� ,o _ IO NWrn I Ld 18o a o m 21 <I I I I il SIDELITE MULLION REINFORCING Env:. ' > O e a , e •iO 1 ' O drawing no. ,1 2012 1iV 2 -08 sheet 8 of 9DI rri ` ` I. . .. ^ imll-ne dr. W. HAMID 9114 NA 106 STREET MIAMI, FLORIDA 33174 0 MEDLEY, FL. 33178 TEL (305) 2 �8100 FA)L (305) 2624978 '. .' " ' ^