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WS-15-2279 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-244795 Permit Number: WS-9-15-2279 Scheduled Inspection Date: October 07, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: VILLAGE, MIAMI SHORES Work Classification: Door Replacement Job Address: 10000 BISCAYNE Boulevard Miami Shores, FL Phone Number Parcel Number 1132050200010 Project: <NONE> Contractor: AVERY GLASS& MIRROR Phone: (305)891-7734 Building Department Comments REMOVE EXISTING SIDE ENTRANCE SET OF DOUBLE Infractio Passed Comments DOORS IN CLUBHOUSE AND REPLACE WITH SET OF INSPECTOR COMMENTS False HURRICANE IMPACT DOORS. ANODIZED ALUMINUM FRAME, CLEAR GLASS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-244156. CREATED AS REINSPECTION FOR INSP-243038. Tap cons do not meet min edge distance Same comments as before Failed ❑ Second time Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 06,2015 For Inspections please call: (305)762-4949 Page 27 of 60 .1vFD Miami Shores Village SEP 09 2015 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2010 BUILDING Master Permit No. Ws- 6 5 - 2Z41 PERMIT APPLICATION sub Permit No. QBUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10000 Biscayne Blvd City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#:11-2231-045-0010 Is the Building Historically Designated:Yes NO x Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Miami Shores Village Phone#:305-795-2207 Address: 1050 NE 2nd Avenue City: Miami Shores State: FL Zip: 33138-2304 Tenant/Lessee Name: Miami Shores Country Club Phone#:305-795-2360 Email: apozzi@miamishoresgolf.com CONTRACTOR:Company Name: Avery Glass&Mirror Phone#: 305-891-7734 Address: 1831 NE 146th Street 11O Y (ccSS Co1rh city: North Miami State: FL Zip: 33 81 Qualifier Name: Carol P. Haefner Phone#: 305-891-7734 State Certification or Registration#: SCC131151374 Certificate of Competency#: DESIGNER:Architect/Engineer: Al-Farooq Corporation Phone#: 305-264-8100 Address:1235 SW 87 Avenue city_ Miami State: FL Zip: 33174 Value of Work for this Permit:$5,992.00 Square/Linear Footage of Work: 45 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of work: Remove existing side entrance set of double doors in clubhouse and replace with set of hurricane impact doors. Anodized aluminum frame, clear glass. Specify color of color thru tile: 00 Submittal Fee$ Permit Fee$ CCF$ Scanning Fee$ Radon Fee$ DBPR$ 'Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ o (Revised02/24/2014) T t 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 thalt no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC,PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure w#1 be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement Oust be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absenct of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRA-C<09 The foregoing instrument was acknowledged before me this The foregoing instrument was ackno*ledged before me this a day of y�.) 20 -S by day of / ti/,� �� 20 1-S7 by /) who is personally known to 06,s-D l P Y�i e2( 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 and who did take an oath. NOTARY PUBL NOTARY PUBLIC: Sign: Sign: Print: S c �I J LC Print: fu P-0 Se Seal: Notary Public State of Florida ;•o:►"'" TERESA NUNEZ-APONTE Leticia Calderon My Commission EE 1768981 r• .°; Notary Public-State of Florida �Tv Expires 02/08/2016 .:• s ' •z 1Av .ElaWt4tWl4. ::: ssa► �ss:::::: ::::::..::: ;04 0 04 : :: ; :��:::::::•s %f o,«,,.••' Commission#FF 086355 AP J Pans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD It 5c,C1;1151374 , The GLASS AND GLAZING CONTRACTOR y e Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date AUG 31, 2016 no HAEFNER. CAROL PATRICIA AVERY GLASS & MIRROR 1831 NE 14STI I STREET NORTH MIAMI FL 33181 ; ISSUED, —i29-2i-n14 DISPLAY AS REQUIRED BY LAW SEQ4 1.1405290002769 3 l i 6 i i f i 1 007284 Local Business Tax Recei Pt Miami-Dade County, State Of Florida —THIS IS NOT A BILL - DO NOT PAY 5743456 LBT BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES AVERY GLASS&MIRROR RENEWAL SEPTEMBER 30, 2015 1831 NE 146 ST 7293020 Must be displayed at place of business NORTH MIAMI FL 33181 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS GLASS IMPACT LLC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED SCC131151374 BY TAX COLLECTOR Worker(s) t0 $45.00 08/11/2014 CREDITCARD-14-032111 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit or certification of the holders qualifications,to do business. Holder must comply With any governmental or aoagovemmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Mimni-Dade Code See go-276. For more htfometion,visit www.miamidade eorr colt" �•"1 GLASS-1 OP ID: DM ACORU" CERTIFICATE OF LIABILITY INSURANCE DA 08107/201TE Y) 08/07/2015 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 certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Global Risk LLC NAME: Daniel Martinez 5959 Blue Lagoon Dr Suite 101 aCONN EI:305-455-7250 A No):305 55-7251 Miami FL 33126 AE-o% :mail@globairisklic.com GAYLY A BAINBRIDGE INSURER(S)AFFORDING COVERAGE NAIL X INSURERA:Technology Insurance Company 42376 INSURED Glass Impact LLC INSURER B:Scottsdale Insurance Company 41297 dba Avery Glass 8r Mirror 1831 NE 146 Street INSURER C:Travelers Indemnity Co of Amer 25666 N Miami,FL 33181 INSURER D: INSURER E: 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. i�TR TYPE OF INSURANCE POLICY NUMBER M POLICY ID EFF POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000, B X COMMERCIAL GENERAL LIABILITY X CPS2068583 11/20/2014 11/20/2015 PREMISES Ea occurrence $ 100,0 CLAIMS-MADE I—XI OCCUR MED EXP(Any one person) $ 1, PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 X POLICYFI PRO- LOC $ AUTOMOBILE LIABILITY Ea aen COBINED SIN LE LIMIT $ 1,000,00 C X ANY AUTO BA6C77179315SEL 01/08/2015 01/08/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $HIRED AUTOS AUTOS PER ACCIDENT UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION WC STATU- X TH- AND EMPLOYERS'LIABILITY TORY LIMITS R A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N TWC3426758 09/15/2014 09/15/2015 E.L.EACH ACCIDENT $ 1,000,00 OFFICERIMEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHK:LES(Attach ACORD 101,Additional Remarks Schedule,If more space is re"red) Certificate holder is included as an additional insured when required by written contract per endorsement CG2033. A waiver of subrogation applies when required by written contract per endorsement CG2404 Lic number: SCC131151374 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD SNORs �t oil 14 ....M Miami shores Village T- -Eoa Building Department �LOIRNA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. `� COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D.— COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: Pry e r h xa_IsS < } k'i J,cc, BUSINESS ADDRESS: '6 31 Nr_' N(0 S� CITY (Ua STATE F—L ZIP BUSINESS PHONE: ( ��1 ) `� I f FAX NUMBER CELL PHONE (� ) '�( Z��1 QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: G J 3/�S( � -7y Oil UI AL*FAROOQ CORPORA`T'ION rCONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: AVERY GLASS AND MIRROR Date: Sep 2,2015 Project Name: MIAMI SHORES COUNTRY CLUB Engineered By:Lp"V Project Desc.: 10000 BISCAYNE BLVD Checked By: to MIAMI SHORES,FL 33138 MIAMI DADE COUNTY AFC Number: 15-1157 Building Height(ft.) : 11 Design Criteria: i, Florida Building Code 2014 ii, Wind Loads are calculated as per ASCE 7-10. •�� . . .... ...... General Notes: • ...... .... ...... -Any deviations from conditions shown on calculations or drawings shall be engineered sepcwately. .... ;••••; .... .... ..... -Al-Farooq Corporation will not provide a letter of compliance/inspection report unless cAXQd furring ln,%ktlation.••••• . .. .. .... ...... -Engineering drawings are checked for structural requirements only. • . . . . ...... Additional Notes: -Risk Category:II Roof Type:Flat Disclaimer: - This document is not valid without the embossed seal of an engineer employed by Al-Farooq Corporation. i E P U 2 2015 -No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Ahma , .E. FL#70592 EB C.A.N.#3538 1235 SW 871h Avenue I Miami,FL 33174 I T:305.264.8100 1 F:305.262.6978 I www.afeeng.com I alfaroogna afceng.com .............. AVERY GLASS&MIRROR Miami Shores Country Club Wind Speed(mph) 175 Mean Roof Height[h](ft) 11.00 10000 Biscayne Blvd Importance Factor 1.00 Height Above Gnd. Level[z](ft) 11.00 Miami Shores, FL 33138 Exposure Category p Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope(deg.) < 10 Type of Building With Impact Protection Coefficient Kh 1.03 Coefficient Kzt 1.00 Coefficient Kz 1.03 Coefficient Kd 0.85 Velocity Pressure Evaluated @z[qz](Ib/ft^2) 68.64 Velocity Pressure Evaluated @h[qh](Ib/ft^2) 68.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(Ib/ft^2) Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pos Neq Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 0.90 0.90 -0.99 -1.26 0.18 -0.18 44.5 -48.2 44.5 -59.3 Z5 o . . . . . . . . . . . .. ... .. . . . .. ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADD(N6:AI APW70.OQ C,0RPPPV4TION, 1235 S.W. 87th AVE,MIAMI FL.33174. TEL:305-264-8100 . . :0 : . :0 : : .. . . . . . . . . . . . . :0 . . . . . . *so Engineers Seal Engineers Name And Signature Design Date Design Reference Number ... . . . . ... . 9/2/20151:48:42 PM 15-1157 ... V 0: 0.19 ... . . MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Enviralum Industries,Inc. 5100 NW 72°d Avenue 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. _5QZDu sfving Aluminum Entrance Door—L.M.I. APPROVAL DOCUMENT: Drawing No.W12-30,titled"Series ENV-350 Outswing Entrance Door (L.M.I.)",sheets 1 through 7,7.1,7.2,7.3, 8,9 and 10 of 10,dated 06/08/12,with revision C dated 0411115, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing�he k4iami-Dadg. ••• County Product Control Revision stamp with the Notice of Acceptance number and expisatid i date.by the Miami-Dade County Product Control Section. ...... ....;. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 0000•• • . . . . LABELING: Each unit shall bear a permanent label with the manufacturer's natfl@..g.r..lbgo, Ci"....state, ..... model/series, and following statement: "Miami-Dade County Product Control Approi�,,unless othaavise ..:..' noted herein. .. .. .... ...... RENEWAL of this NOA shall be considered after a renewal application has been 40112 there has'been no change in the applicable building code negatively affecting the performance of this roduct. :•..:. 000000 TERMINATION of this NOA will occur after the expiration date or if there has betas reLision m ci>.atige in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an enaeWenient of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0706.05 and consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. _W NOA No.15-042 .04 rt�aMlwetoUNTY xpiration Date: September 17,2017 �12q.�r� Approval Date: June 25,2015 Page 1 l Enviralum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-0706.05) j 2. Drawing No.W12-30,titled"Series ENV-350 Outswing Entrance Door(L.M.I.)" sheets 1 through 7, 7.1 %.2, 7.3,8, 9 and 10 of 10, dated 06/08/12,with revision C dated 05/11/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an outswing aluminum double entrance door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7752, dated 09/10/14, signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-940 • along with marked-up drawings and installation diagram of an oulswing alurnir�um0 double entrance door,prepared by Fenestration Testing Laboratory,•, Test art **so:* No. FTL-6920, dated 05/19/12, signed and sealed by Marlin D.1IM98h,P.E.with :0000: addendum letters dated 09/06/12 and 09/12/12, signed by Manny iii(g ez, CEN;;- :.... (Submitted under previous NOA No. 12-0 706.05) ...0 0 0 0 00:0** 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •• •• 0000.. 2)Uniform Static Air Pressure Test,Loading pet:Ffr:rAS 202-+94 •, 3)Water Resistance Test,per FBC, TAS 202-94' :000:0 00.00 0 4)Large Missile Impact Test per FBC,TAS 201'$4•.; 0. 0 0 0 0 00000 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 0 0 0 0 6)Drop Test per ANSI Z97.1-2009 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-6678,dated 03/20/12,and addendum letter dated 08/23/12,all signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 12-0 706.05) Man el re P.E. Product Contr Exa finer NOA No. - 423.04 Expiration Date: September 17,2017 Approval Date: June 25,2015 E-1 Enviralum Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014),dated 01/20/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated January 20, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Testing Proposal issued by Product Control, dated 10/07/13, signed by Jaime Gascon, P.E.,Product Control Supervisor. ,••••, 3. Testing Proposal No. 10-1236 issued by Product Control, dated j,t4Q/10, Wviged on •, • 01/05/11,signed by Manuel Perez,P.E. ,00000 ••;,,• �•,�;• (Submitted ander NOA No.72-0820.08) *69:9e 0 0000.. 0000 0000 . . G. OTHERS •••• •••• ••••• 1. Notice of Acceptance No. 12-0706.05, issued to Enviralum Indy8trifs, Ine'.Zr,tfieir Series "ENV-350" Outswing Aluminum Entrance Door — "M4, approved on .' 09/17/12 and expiring on 09/17/17. 0 • ' . 0000.. . . •.•.•• •• • . ••• Manuel Pez, .E. Product Control xam' er NOA No.1 3.04 Expiration Date: September 17,2017 Approval Date: June 25,2015 E-2 SILICONE -–DOW CORNING 791 1� SILICONE GE 2000 GE 2000 CORMNC 791 --1/F'HEAT STREN'D GLASS Z m 1/4'NEAT STRE .090'INTERLAYER 0 P1 N'D CLASS *Y J BUTACITE PVB BY'DUPONT'OR .090'INTERLAYER SENTRYGUS BY 'DUPONT' a r BUTACITE PVB BY'DUPONT' ORQ p SENTRYGLAS BY'DUPONT' 1/4'HEAT STREWD GLASS V 1/2'AIR SPACE 1/4' HEAT STREN'D GLASS G �` 1/4'TEMP. GLASS O 0 D z 3m I 0a¢o 0 c21 a as ul Ij� i 8 *1 i I i 7 LL WDEK OF DRAWING SHEET NO. DESCRIPTION -- I COVER PACE NOTES,GLAZING DETAILS ^ 2 $IJGLE&DOUBLE DOORS TYP. ELEVATIONS&CAPACITY 22 o 22 3 SINGLE&DOUBLE DOORS WITH TRANSOM ELEVATIONS&.CAPACITY CHART 23 24 4 LOCK OPTIONS&UMITATIDNS U 5 HORIZONTAL RAILS,HEAD/SILL DETAILS&TYPICAL ANCHORS g B VERTICAL STILES,JAMB MAILS GLASS TYPE 'A' GLASS TYPE 'Al g U 7 TRANSOM HEAD JAMB DEVILS R q 7.1 &7.2 WATER INFILTRATION RESISTAM DOOR DETAtS GLA7.ING DETATI, DOO 7.3 ADA COMPLIANT THRESHOLD DETAILSm B PMTS DRAWINGS L 9 I OF MATERIALS&HINGE ONS z 10 CORNER CONSTRUCTION DETAILS g o a a m m S� 3 � J4 21 SS ENV-350 j ERIE7 z ALUMINUM OUTSWING ENTRANCE DOOR m�/_V. ! o 11 9 DOORS WITH STANDARD SECTION DETAILS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 022 n SEE SHEETS 5& 6 FOR DETAILS. 22 DOORS WITH WATER RESISTANT COMPONENTS APPROVED FOR 23 24 2B INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 29 SEE SHEETS 7.1 & 7.2 FOR DETAILS. GLASS TYPE 'A' GLASS TYPE `Al' c 8 3 THESE DOORS MAY BE USED IN CONJUNCTION WITH MIAMI-RADE COUNTY APPR'D URGE MISSILE IMPACT RESISTANT STOREFRONT SYSTEM, GLAZING D.TAI c TRANSOM 2� LOWER DESIGN PRESSURE FROM DOOR OR STOREFRONT APPROVAL INSTRUCTIONS: u g 5 WILL APPLY TO ENTIRE SYSTEM. USE DRAWING AS FOLLOWS. ?, z CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. 1. SELECT SINGLE OR DOUBLE DOORS FROM SHEET 2 E OR SINGLE OR DOABLE DOORS WITH TRANSOM FROM THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHEET 3. o•.� a REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 2. SELECT DOOR AND FRAME SIE. .y $ N HURRICANE ZONE (HVHZ). •• •BEERMWE LTi THE _ ----- - 3, �oOR LL SO AHED O AN OPENING DOORS ARE RATED FOR URGE & SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER WHBRE THE NMT R`pUI M f LIN AALLED IN NOT. LOADS TO THE STRUCTURE. • ¢ V;RITe'o,*nNS FROM SNEEIb2 OR 3. SHUTTERS ARE NOT REQUIRED. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ••• rJ SEfECT•GlMS 0 0 Ofi� ROM S 1 . EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ••• E"In JA�LIY�8 IU the Flerlde AHMAD PRODuer mVISDD ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 6. SELECT MOPTION ANd CORRE9►QIDING es*nm w n i M.PEI 70392 P MAX.DESIGN LOAD FROM NOT PART OF THIS APPROVAL OM SHEET 4. C.A.N.5538 Huildiug Cod* n� ], SELECT ANCHORING CONDITION AND CORRESPONDING Awtttw.*Ne/5"042.1.N�r/ A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. ••• ANCHOR TYPE AND NUMBER OF ANCHORS FROM SHEET S. �_ - ^"'0*le /7 $ b ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. • •B. SELECT JAMB gP7T0�S FROM•SItCT e. • D MATERIALS INCLUDING BUT NOT LIMITED TO STE0./MLTAL SCREWS,THAT • 9. SJ-ECr TGE @PTIdN FROM 4wET 9q ; 2 3 2015 � nde Praducl Co tro drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR IMTERIALS SHALL MEET THE • •119 DETERNIINE,IFINAi D�IGLrPR6SUlE F4R AE SYSTEM. W1 2-30 REQUIREMENTS OF THE FLORIDA BUILDING CODE. ••• • TAKEN K THE LVE OF D VALUid"OBTNNED. sheet 1 oT10 ••• • • • •• •• 51 1/2"MAX. 99 1/2"MAX. FRAME WIDTH RAME WIDTH (8)ANCHORS TYPE (9)ANCHORS TYPE C N FOR ALL LOADS Z R j y� (11)ANCHORS TYPE A TYP. Y 8'MAX. 16'MAX. mtl 8"MAX WITH MAX. LOAD t LIMITED TO 85 PSF eaF q i CORNERS HEAD A HEAD/SILL \ s HEAD -IF 16'MAX. Mr O � U y a CORNERS HEAD/SILL d LJ LL�� 5 C j z e I 5 E I � ir 3 / ,IIY' Np� N �O �/ N� � � O �/ /1✓ � Z J \\ii SURFACE APPLIED \ �I / SURFACE APPLIED o nM cr FALSE MUNTINS OR \ Ir`/ NS OR n M FALSE MUNR DECORATIVE GRILL \ _-_t1===== 3 II DECORATIVE GRILL I MAY BE USED \ /11 MAY BE USED,' �j Z II \ g ACTIVE ACTIVE INACTIVE TL HINGE OPTIONS A /Yl a SEE SHEET 9 6 _.4"MAX. HINGE OPTIONS 38 7/8" 7/8" SILL DL.OPG $ $ SEE SHEET 38 O g a b D.L.OPO. CORNERS 3" (5)ANCHORS a 4- TYPE A dr D 47 7/8" M PP 47 7/8' SILL T STILE ENDS LEAF WIDTH N' 8 y s LEAF WIDTH CORNERS 3"O.C. r (XX) GLASS D. �' DIMS. 2• D.L.O. EIGHT = DOOR FRAME HEIGHT - 14.9375" N o DESIGN PRESSURE TIG • • YAPq�i T G • REMARKS D.L.O/WIDTH (X DOORS) FRAME WIDTH - 12.8125" v <o -DX.O. WIDTH XX DOORS FRAME WIDTH - 21.875 2 WHERE WATER INFILTRATION IRA •'�, • �,a•. _'." ( ) _ ( '�/ REQUIREMENT IS NEEDED OIAREMBIT IS NOi NEWE +y�G�y AI`Q1'J3fA11. SRF. SHF.F.T 4 FOR « •i POSITIVE +80 PSF +Ipp ldT$S7LE]MCT �.GCK OPTIONS AND ft S7' • Fsgr:JAVAD AHMAD r a NEGATIVE -100 PSF -I00 PSF ESt A LIMITAT]ONS C� PRODUCT REVISED FLA.PEI 70592 es—Plying with the Plodde CAN.3538 Auilding CMe . WITH WATER RESISTANT WITH STANDARD DOOR A�wplancaNe15-pr323.OQ- �. COMPONENTS ADDEDCTIO��yySS SEE SHEETS 7.1 &7.2 $E&SNEF?5& 8 • • •• inrion Dole $ • i • GIPS! CAPACITIES ON THIS SHEET ARE Dr $ •• i• • • • •••BASE ON ASTM E1300-09 (3 SEC. GUSTS) �� $2��5 MI edermduclC n drawing no. 066 • • • •••AND FLORIDA BUILDING COMMISSION W12-30 DEMRATORY STATEMENT DCA05-DEC-219 sheet 2 of iOl -- ••• • • • • ••• 000 0•••� t 1 1 i•••i SINCIE OR DOUBLE DOORS WITH TRANSOM CAPACITY-PSP ANCHOR WITHOUT I WITH-1 ANCHOR WITHOUT I WITH IN NOT APPROVED WHERE TYPE REINF. REINF. TYPE REINF. REINF. WATER MTAATION RESISTANCE IS REWWED ,Y 1 WITHOUT11TH A 2 3 A 5 8 N REINF. It.F. B&C 2 2 B k C 4 4 z )0 3 FRAME/IRANSOM DOR TRANSOM EXT.(+) EXT.(+) Q WIDTH HEIGHT HEIGHT INT.(-) I INT.(-) 51 1/2'MAX. 99 1/2'MAX. ry 24' t 75.0 FRAME WIDTH FRAME WIDTH a ti 37-3/4'75-1/2' 30" 75.0 6'MAX, 18•MAX, ,m�E�Q 8_mm. (X) (XX) 3B' 75.0 HEADRIVE _ -� HEAD/SILL + 0 CORNS S F 18" MAX. a fu CORNERS 40' 75.0 U 7 HEAD/SILL 24' 73.0 C t d 40-3/4"E1-1/z• JO• 75.o(X) (XX) 36" 75.0Q Q40" 75.0 H ~ H _ 024' 73.0 i27743-3/4'67-1/2' 30' -- 75.0 JI(� (XX) 36" 75.0 o o .�.'(z fV$g 40' 58.9 75.0 FFF 0 Q y7j ei E 24' 60.6 75.0 48-3/4.93-1/2' 30" 56.5 75.0 1 (X) (XX) 36• 55 75.0 40" 50.7 75.0 g 49-3/4'99-1/2 = II / / \ g U 24" 52.9 75.0 49 .3(XX) s 75.0 �� // // \\ It Z S 36' 46.0 75.0 x I a ro 24" 75.0 75.0 o w _____-�.lr_=_ w / __-__- __ _ W 37-3/4'75-1/2' C / U D N C / E ,i \ w (X) (XX) JO" 75.0 75.0 B / 6 - 6 / 6 II \ V F Z r` 36" 75.0 75.0 24• 75.0 75.0 J7J.B 7755..0 40-3/4"91-1/2' x ? (X) (XX) J 0B" 69.4 .0 24' 67.4 nMM, N L44.,'87-1/2' 84' �. 63.2 75.0 \\ li \ �� / 6 Z_ _ --- \ u--Z--- or! v (XX) _-_ac=11--___ -_-___ v� J8' 59.3 75.0 \ -----TtT---- ¢ J 24" 58.3 75.0 \I I\ \ W)m '93-1/2' 30" 54.6 79.0 ❑ \ SURFACE APPLIED \ / O (X70 II \ FALSE MUNRNS OR36• 51.2 73.0 \ DECORATIVE GRILL 24' 50.9 75.0 - - MAY BE USED99-1/2" 1• 47.5 75.0 ACTIVE ___- -__ACTIVE INACTIVE 8 B 36" 44.5 73.8 X) 75`'2' 24' 78.0 75.0 5 3" 4" HINGE OPTIONS - 38 7/e" HINGE OPTIONS _Bl 2 30' 75.0 75.0 SEE SHEET 9 / -- SEE SHEET 9 5 1. D.L. OPC. c 40-3/4'81-1/2" 24' 744 73.0 DL OPG CORNERS 8 SILL 3" (4)ANCHORS u (X) (XX) 30" 70.1 75.0 4" TYPE A k B� 47 7/8' 9 47 7/g" SILL AT STILE ENDS LEAF WIDTH 43-3/4'87-1/2' so 63.9 24" 83.9 75.0 LEAF WIDTH CORNERS 3'O.C. (X) (XX) 30^ 80.0 75.0 c (; (0/x) m a m 8J '2' 24' 55.3 75.0 (0�.) (O/XX) m o 8 X 30' 51.8 75.0 •• f ='8 49-3/4"99-1/2" 24' 48.2 75.0 • • • ••• • • ••• v <m u • •• • • • O 30" 45.2 73.8 • •f • • • • - - • • 37-3 4"75-1/2' 24' 75.0 75.0 • • • • • • +•• • H Q •• ••• •• • • Ergr:JAVAVI AHMAD PROoll r RHVISRD t t 40-3 4'al-1/2- 24' 70.8 75,0 6 6 • • •• CML 43-3 a 87-1/2' 96" 24' 60.7 75.0 15 Fu PN.E 70592 u MMPIA-g with the Florida C.AJ8 Acae 46-3 4'93-1/2- 24' n.ildii 52.5 75.0 P "C p,fj, nA IF •• e,i oon caro W' y 49-3/4'99-1 2' 24' 45.6 7J.6 •f •• NO E: • • %XV CAPACITIES ON THIS SHEET ARE D o • • •• • •• BASBO ON ASTM E1300-09 (3 SEC. GUSTS) N Mi i ode Product ontr drawing no. 14D•FLORIDA BUILDING COMMISSION 2 15 W12-30 TRANSOM WITHOUT REIT F.•• • TRANSOM 9ITH REJW. ••• QF;CARATORY STATEMENT DCA05-DEC-219 sheet 3 of 10 LOCK OPTIONS' \ STD. 3 POINT IOC�K STD. 3 POINT LOCK STD. 3 POINT LOCK ` �v MAX. FRAME HEIGHT = 120 IN. MAX. FRAME HEIGHT = 120 1N. MAX. FRAME HEIGHT = 120 IN. MAX. LEAF WIDTH - 48 IN. MAX. LEAF WIDTH = 48 IN. MAX. LEAF WIDTH = 48 IN. a MAX. DESIGN LOAD - 100 PSF MAX. DESIGN LOAD = 100 PSF MAX. DESIGN LOAD = 100 PSF Z ACTIVE LFaF: ACTIVE LEAs 0 ACTIVE LEAFI F' n d 3 POINT LOCK SYSTEM BY'INTERLOCK'AT 39" THREE POINT LOCK SYSTEM SERIES 2222 BY KEY OPERATED THREE POINT LOCK SYSTEM BY p u FROM BOTTOM 'REGENT HARDWARE' 'ADAMS RITE'WITH CONCEALED FLUSH DOLTS AT TOP& 0 HIWDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS KEY OPERATED FROM EXTERIOR AND THUMB TURN BOTTOM OF LOCK STILE AND A THUMB TURN ON THE ENGAGING AT HEAD AND SILL ON INTERIOR WITH CONCEALED FLUSH BOLTS INTERK)R,LOCATED AT 40'FROM BOTTOM OF PANEL IL p KEY OPERATED ON EXTERIOR AND THUMB TUINTERIORRN ON AT TOP&BOTTOM OF LOCK STILE LOCATED AT 34"FROM BOTTOM OF LEAF FASTENED WITH 0 G a FASTENEDTO7O ACTON LOCK STILE WITH (2)/12-24 X 1/2"FH MACHINE SCREWS 0 Ic,n Fe MS 0 M• EALygC N I ACTFAN INACTIVE LF OV F• ' OD 2 POINT LOCK SYSTEM BY'INTERLOCK'AT 39' MANUALLY OPERATED TWO POINT LOCK SYSTEM BY MANUALLY OPERATED TWO POINT LOCK SYSTEM BY f. FROM BOTTOM 'REGENT HARDWARE'WITH CONCEALED FLUSH BOLTS 'ADAMS RITE'WITH CONCEALED FLUSH BOLTS AT TOP& GI HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT AT TOP&BOTTOM OF LOCK STILE / a HEAD AND SILL FASTENED WITH FASTENED OF STILE y FASTENED TO INACTIVE LEAF LOCK STILE WITH (2) J8-32 X 1/4'PH MACHINE SCREWS (2) /8-32 X 2'ON MS (2)/8-32 X 1/4-PH MACHINE SCREWS 4 d - FRAME HEIGHTS DOES INCLUDE OPTIONAL TRANSOM U g V cl In {j� L-T\.\ IITT / \ \ L / \ \ 1 � (a i\ I INACTIVE I I AC11VE \ \ 1 I I ACTIVE I INACTIVE I ACTIVE \ IFIACIA/E AC1NE 't Z `PANIC EXIT DEVICE PANIC EXIT pEVI�CF PANIC EXIT DEVICE MAX. FRAME HEIGHT = 98 IN. MAX. FRAME HEIGHT = 120 IN. MAX. FRAME HEIGHT = 120 IN. -� MAX. LEAF WIDTH - 48 IN. MAX. LEAF WIDTH = 48 IN. MAX. LEAF WIDTH = 48 IN. MAX. DESIGN LOAD = 75 PSF MAX. DESIGN LOAD - 100 PSF MAX. DESIGN LOAD - 100 PSF 1i ACDVE& MWjM IFAF• ACTIVE dt INACTIVE L AF• ACTIVE& INACTIVE IFAF- CONCEALED VERTICAL R00 PANIC EXIT DEVICE 8770 BY CONCEALED VERTICAL ROD PANIC EXIT DEVICE i G88 BY CONCEALED VERTICAL ROD PANIC EXIT DEVICE PRECISION 2800 B 1' REGENT HARDWARE' LOCATED AT 40" 'ADAMS RITE'LOCATED AT 40'FROM SILL BY'STANLEY' LOCATED AT 40"FROM SILL fq� g FROM SILLEACH AASTENED WIjTTH LEAF. AT EACH LEAF. AT EACH LEAF. FASTENED WITH FASTENED WITH y ((1) 10 X 3/8'FH SELF DRILLING SCREW AT ONE END AND (2)010-32 X 3/4"FH MACHINE SCREWS AT ONE END AND (2) /10-32 X 3/4'FH MACHINE SCREWS AT ONE END AND (2) 10 X 1/2"FH SELF DRILLING SCREWS AT OTHER END (2) 010-24 X 1/2"FH MACHINE SCREWS AT OTHER END (2)Jf0-24 X 1/2'FH MACHINE SCREWS AT OTHER END `I I II I //i • ••• /iii • • • / i /ii\ -rte ba � g 4 Al '% I I I • • %' I I \ �CMLAHMAD PAODUCI'R1IVISBD A2 •/ • / r: 7 11 I I I FIA.PE Y 70592 as emptying with the Florida I 5538 Budding Cade L__.__ �____ _—_— Acesplvlte Ne� •"" SI �' \• I • • \ /• •• • ,\ \ I / ?017 8 b ACTIVIZ \ 11 ACTIVE I U. I • • • I I \I A a+Acy.E I I • • •• Ac1IVE \ a+ADIT ACT.E 3 2015 (riian Sade Product drawing no. Y. ... W12-30 `'""^^-_....,.,..,,..__._...,s° '^"�-",,,'�..••... ...r.,. _,.. sheet 4 of 10 • • • • • • • • EDGE DIST, TYPICAL ANCHORS IBY WOOD BUCK El)E DIST. arc TYPICAL ANCHORS SEE ELEVATIONS (SEE DIST. (SEE NOTE SHEET 1) m fi SEE ELEVATIONS S/8'MIN. FOR SPACING FOR SPACING _ TF{ROW BOLT ,-i, . ..' "• "3000'p61�CBNC.a, 1 - $ Vi StRUCTURE - cr METAL PENETRATION-, EDGE DIST. • 3 s' PSI C�OyC• Z ., yq OCL w 0 � � Fx 3 op �i 6 _TBT_ 12 M W ✓moi ,.�j N �n \ �j n 4 TYPICAL ANCHORS 1 131 39 1 TYPICAL ANCHORS SEE ELEVATIONS YPIC •_.SEE.,ELEY FOR SPACING 0![<Q SEE ELEVATIONS FOR SPACING a^• 0a1c— �-- FOR SPACING W K I I IL IA ULTRACON BY' .O' (FU-177 KSI,FY-155 KSI) Z WOOD BUCKS AND METAL STRUCTURE NOT BY ENVIRALUM I INfO 2BY yyp00 BUCKS OR WOOD STRUCTURES ' z MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM WITH 1-1/2" MIN. PENETRATION INTO WOOD 39 AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 113Y WOOD BUCKS INTO CONCRETE WITH 1-1/4'MIN. EMBED INTO CONCRETE i li I DIRECTLY INTO CONCRETE OR MASONRY J j WITH 1-1/4'MIN. EMBED INTO CONC. OR MASONRY 1 ANCHOR EDGE DISTANCES i INTO CONCRETE AND MASONRY= 2-1/2"MIN. Z U o Oa .� INTO WOOD STRUCTURE- /"MIN. — N m o 0 L__. .— .--._ _ — — . — . _ . _ w In 5/15"DIA ULIRACON BY' 1 rn• k ! ! ! ! ! !! I (Fu-177 KSI, 0 FY-155 KSI) INTO WOOD STRUCTURES a GI W 1 1 I j j j -7 B M NM WITH 1 x i i i /" IN. PENETRATION INTO WOOD o Z i i i I THRU 1BY OR 213Y WOOD BUCKS INTO CONCRETE j 3 J j 1 WITH 1-1/4" MIN. EMBED INTO CONCRETE Zw^ ! ! ! I DIRECTLY INTO CONCRETE OR MASONRY 05 ! 1 WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY N� �{ ` ANCHOR EDGE DISTANCES O • INTO CONCRETE AND MASONRY - 3" MIN. 2TO WOOD STRUCTURE - 1-1/4" MIN. 2 �7YPE:G. _ :- - . - : = : _ ¢ v 11 i i 1/4"DIA. F DRI IN cr• EWc cT/QT 8 1 1 I R (GRADE 5 CRS) � I I I 1 INTO METAL STRUCTURES STEEL: 12 GA. MIN. (Fy - 36 KSI MIN.) ' i3 /� 1 1 ALUMINUM : 1/8"THK. MIN, (6063-T5 MIN.) u ALT. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 I NOT APPR•D i i I 1 ANCHOR EDGE DISTANCES F WATER _ _ _ NOT APPR'0 1 I 39 10.1 ALT.TO 10 - .. n FOR WATER I 1 INTO METAL STRUCTURE 1/2" MIN. V ISTANCE RESISTANCE %o$ry g 39 10 •• • • • •• WOOD AT HEAD OR JAMBS S - 0. M • 11 I i i_ s 11 kp • • • • CONCRETE AT HEAD, SILL OR JAMBS Vc 3000 PSI MIN. ~-r-r •tr• • • •• C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2DDD PSI MIN, n • "9 CIVIL PRODUCT RP,VISHD •• • • • E r,JA AHMAD 'S/8'�.' • •. v . 000PSI GONG. C5592�%CONC. 80.9u0ding Cod MIN. J000 AN, 80-11`1*8 with the Florida •5MIN.' o 'na A.pt..N. THROW BOLT TYPICAL AN ORS THBpW 13QLT. ft IMIM Dote �� PENETRATION SEE ELEV S &E � • •• • EDGE DIST. FOR SP • 004 • • ICAC F�S DY_ - l4GE DIST.•• • • PLEVA ON n+tnn.1 rtc I•roducl Cbtn 1 drawing no. • •• • F SeACI W12-30 • • ADA COMPLIANquN 2015 HEEf 7,3 FOR CE • • • • • • sheet Sof 10 ••• • • • • ••• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • • C O 3/8'Max. —3/4- 1 J/4 1 3/4. _...- 3/g'MAX. SHIM . MAX. z -SHIM 18 18Y / F 12 29 WOOD BUCK .SHIM �' it tt METAL 10 ,"'T1PI EAL�ANCHORS O U ty�� STRUCTURE [(uJ 5i' ._....-_ {1%4. -. POR SPACING �1 O LL — J - — -- •. 4, G a @TYPICAL IYPICALSEE ANCE -LEV. : SEE C RS 3 7M�(•„ FOR SPACING = _ .._._.._.._.._.. ._.. W FOR SPACIN J0 3 EXTERIOR LOCK OPTIONS f'�•' Q 61. y SEE SHEET 4 LOCK OPTIO 31 D.LO. _ SEE SH 4 LEAF WIDTH ALT, FRAME JAAfR J � FRAME WIDTH w Z m W � O C E ACTIVE LEAF ' O to INACTIVE LEAF 2 mm. - 3/8'MAX. o N Mj SHIM _-�-- SHIM ^M REINFORCING NOT REDD. 2E .AS 2+ TYPICAL ANCHORSFOR DOORS UM'O 8 FT.HIGH wE ELEV: AND DESIGN LOADS UPTO 75 PSFsNFOR SPACINGOR 4Z1�EEE _ 5 LOCK OPT]OW SEE SHEEP 4 I;1%4 - (lf 10 32 TYPICAL ANCHORS EL EV. -- LEAFDTM EXTERI FOR SPACING h o ••• • •--- • • • •• o _ • T •• ••• •• ••• • • ••• Vt c goo FIA.PE Y 70592 Pyg the Florida M C.A.N.7538 Building Cuda Engr:JAAD)AH �O1^D PRODUCT REVISED linwi(h Acceptance No Y � �. • ••• InNi n Dal • • •• • • •• • • Mi Dade Erodes drawing no. ••i i• ••• ••• • • • • DOOR DETAILS 4jr,2015 W12-30 • • sheat 6o 110 I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS �f SEE ELEVATIONS V FOR SPACING FT OF i(L Izo i ,I VY'SG 14 OR Q $ i 0.5WB ii I � — i U '$ REINFORCING AS REDD.SEE U C7 a OFOR SHEET 3 CAPACITY 3/8'MAX Z 9 G �•,,�_�_ SHIN m j LL y - 1/4'X 1/2'X 4 7/32` F-7_T 4• i �1 _ ALUM BAR �� tp 14 ATTACHED TO VERTCAL FRAMES O Q to w I I I WITH(1)/12 S.S.SMS p Z N M REOD.FOR LOADS 1 ISI ABOVE 58 PSF ONLY R^ g p�v J TYPICAL ANCHORSui V)m SEE ELEV. FOR SPACING ii EXTERIOR CJ x � !� ! D.L.O. q ii att �� i ! TRANSOM FRAME WIDTH u J d 0 O a •• (O Q I ,m tClW:Si o E p m •• 00: •• • • • • • .111,• O<m U • •• • • • • ••• • • • •••• ••• • • • Engr:JAVAD AHMAD PRODUCT REVISED •• ••• • • •• (WL w c Pl* ,Ilh the Florida Ta -6. 6 PE 592 BuiIJ" n .AlI. S3B70 In8 Cala o AtcaPlance Na/ - � .d` 11Heon Dale i • ••. •• • •• • • • •• • • •• • • Mial ads Produce Contra Browing no. • •• 0.0 0. 0 0 9 0 0 0TRANSOM DETAILS � 3 2015 sheat 7 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 51 1/2"MAX. 99 1/2"MAX. 4,U FRAME WIDTH FRAME WIDTH --- (8�ANCHORS TYPE B N (9 ANCHORS TYPE C FOR ALL LOADS 3• p # (I I)ANCHORS TYPE A TMP' 8"MAX. ���......16'MAX. GI _ WITH MAX. LOAD a G COHEADRNERS Al I HEAD/SILL 8 8H LIMBED TO BS PSF — g V CORNERS Al HEADMSILL L� 0 t 't giw HINGES AT WATER RESISTANT DOORS (4)REOD.FOR DOOR HEIGHTS UPTO 90 1/2' 3 (5) REDD.ABOVE 90 1/2"HEIGHTS 7F------ / —__----1F-----� N ) m II Fg g o i fix _ �-4 ZSU ¢� NM 77 FARC UNTINSEOR \\ it// SURFACE APPLIED I DECORATIVE GRILL \ --�_____ FALSE MUNTINS OR �j \\ MAY BE USED \ --- 11 DECORATIVE GRILL ZR MAY BE USED II \ / II y W Ind F \ , O ACTIVE ACTCVE INACTIVE --1 T. HINGE OPTIONS Bt 3• \� SEE SHU T'9 SE 4'MAX. HE OPRONS Bt 38 7/8' c SEE SHEET 38 7/e• SILL 9 7' / O.L.OPG. m ° D.L.OPG. CORNERS 3' (5)ANCHORS 4_ TYPE A R B 47 7/8" n q ?° 47 7/8" SILL AT STILE ENDS LEAF WIDTH • u& LEAF WIDTH CORNERS 3"O.C. (X) (XX) o o a io • • R•�•,}'dl SYPJCAI.E,,IIVINTIIOY4 m • •�iF• 4E*.WA •"EQVEMENTS r •• ••• •• • • • •• Ergr:JKVMLAHMAO PRODUCF RBVISGD X11 s M.PE t 70592 n+complying with the Florida C.AN. 578 Building Code /5�f23.0 $ • Acupinnee No W �17J A. irvtion Dnla % � • ••• •• • •• • Y • • •• • • •• • • Miwn de Product Can rat d---Ing no, •• • • • • • • • • • • • .. W12-30 ••• JUN 2 15 L.hee7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL DOORS TO MEET WATERER REQUIREMENTS 40 REM NUMBERS 40, 41, 42 AND 43 ADDED TO STANDARD DOOR .625 3 29 SECTIONS TO MEET WATER INFILTRATION RESISTANCE REQUIREMENT. -T o �1 SEE SHEETS 5 AND 6 FOR STD. DOOR DETAILS. 41o 12 d g Ali i O DRIP CAP 0[ 1 H I�139 ' afu LL 1.182 ,235 0 C a O Q0o IWu 4 1 I I 17 <Q g .050 O 0. 'I i 1.327 LLZyjj� I I I I I i 41 V i i O DOOR SWEEP (TOP) ii E1 ,.327 s .050 1.310 — .235 � U 1g i 1.182 m ii 1.714 -j a c� 43 a7 42 DOOR SWEEP (BOTTOM) Q� E4 i o zc7 1 W i i I .881 �M ry z02 A` ii i u �g 37 43 r-,XTTJRIOR WATER FLAP 13 4 WATER RESISTANT DOOR COMPONENTS 8 17 O N 1 1 1 1 • � I I I 1 I 1 I I 1 I I I I Ii 11 My I _I_I _ •• •• • —1• • • 10.1 ALT.TO 10 I I •• • i0 Enqr.JA VAD AH D PRODIICF m:.V151iD r 42 I I I 39 10 S I FIA.PES/70592 Build n-lying Codevilh the Flaride g M 1 1 S T g 42 I I C.A.N.'3538 Accsphuxe No — �. E' d' _ Pz Irylleil Delo R b • ••• • • 7 • • • • • By -� • • •• J• • • • Minmi ede Pmducl Co ho drawing n0. 11 •. 232015W1 2-30 shee1;7.2of 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.500 2.000 750 (� ^ .125 1.000 1.889--j � .750�+- �{� V � I I 1.730 800 a L7 1 .094 3.550 .125 .187 ® 0 • 3 2.000 4.550 ® .170 f' 4.500 4.125d0J 6 FRAME HEAD (L Rio 1.750 - --- .125 V D N //��\ Lu L 1.854 13 17 QC g •187 of TOP RAIL OSA ALT. FRAME JAMB STEEL CHANNEL REINF. GUIDE CHANNEL FOR TOP & BOTTOM PIN lags 8 BXgtr 1.954 1.954 5J; �z 4.500 .125 - .125 .J a 10 ,J 1.402 1.340 Q b f 7 125 3B3 , i J F 1.530 .156 1.592 O .094 .125 U 5 � THRESHOLD/DOOR STOP COVER FRAME JAMB 1.527- z S 1 sol fNn°o .308 8.000 W w 1e 7.00D SHEAR BLOCK o82 10.000 1.484 1.765 � p Q tin 9.000 ,� 0 -N rn 'k nM 3.951 -'•062 •2� 10.1 j Z�^ 090 075 ALT. THRESHOLD COVER o R 2.000 3.Lt. 500 .624 .694 O OFLAT FILLER O 125 18 z BOTTOM RAIL o62 2.353 3.38031 1.s562•� 1'250 O9 THRESHOLD RAMP 2 ° >r +- e� "- `7 560 2.000 125 1.954 2.1 ALT. BOTTOM RAIL 14 TRANSOM SASH j-� e.364 3.913 �- 1114,- .532 14r .532 605675 .1261- 1.224 1.099 0 1t THRESHOLD O HINGE&'WLE••• • • •r-�- .s72 .665 _- 8.483 .�o m$ •e • • • • T-- -q e.1 F----X3.550 •• • • • • ADA THRESHOLD RAMP • •• • • • GRAS•-9POP %M, GLASS) 12 DOOR STOP �lwe- •• ••• • • • • •• nqr:JAYAD AHAIAD PRODUCE RF.VISC•D.1651.500+{ CML r450 FLA.PEf 70592 as complying wiN IM Florida�s�1.645 544 1.954 . 2.000 - T _ t. GAN. 6 Aup�uCa o15��23•t/'f. 1 1.112 A62 1•�0 � I t mlion Dela 2Q�7 6.328 --- • • • __.� .167 1.687 • • • • • �� • • ey 9 __._•�� • :•• y�: • : : Mlnml a�b Produa Control drawin no. t3 JU 3 201E W12-30 11.1 ALT. THRESHOLD O LOCI!STILE •••GLASS STOP LINSUL.•LAM. GLASS) STILE REINFORCEMENT sheet 8 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM NO. PART NUMBER QUANTIFY DESCRIPTION MATERIAL MANF. SUPPLIER/REMARKS {�U " 1 ENV-351 1/LEAF TOP RAIL 8063-TB ENVIRALUM AM ft 2 ENV-352 1/LEAF BOTTOM RAIL(8"HIGH) -_-.- 8083-T6 E_NwRALUM ,Y N 2.1 ENV-3521 1/LEAF_ ALT.BOTTOM RAIL(10'FZH) 6083-T8 ENVIRALUM — 3 ENV-353 1/LEAF HINGE STILE tS06J-T6 ENVIRALUM p % 4 .- ENV-354 1/LEAF LOCK STILE 6083-T8 ENVIRALUM f' Q 5 ENV-355 2�DOOR FRAME JAMB -- 6063-T6 ENMRALUM IL 5A - 2 DOOR ALT.FRAME JAMB 3 BOBJ-TB ENNRALUM I,- 6 H ENV-358 1/DOOR FRAME HEAD 6083-T6 ENWtALUM C6 ra 7 ENV-357 4/LITE CLASS STOP(INSULATED CLASS) 6083-T6 ENNRALUM a'O B ENV-358 4/UTE GLASS STOP(LAMINATED GLA55) 6063-TB ENMRALUM N 9 ENV-359 AS READ. THRESHOLD RAMP 6063-T6 ENVIRALULI d 0- 9.1 ly ENV-3520 AS REQD. ADA THRESHOLD RAMP 8083-T6 EN FXUIA p a¢g 10 ENV-3510 AS REQD. THRESHOLD/DOOR STOP COVER 6063-T6 ENVIRALUM 0°�m 10.1 ENV-3518 AS REQD. ALT.THRESHOLD COVER(HI-RISE) W63-T6 ENVIRALUM 15 ___. GI 11 ENV-3511 1/DOOR THRESHOLD 6063-T8 ENNRALUM 0 11.1 ENV-3518 1/DOOR AIT.THRESHOLD 6083-T8 ENNAALUM HINGES 12 ENV-3512 3/DOOR_ DOOR STOP- W63-TB ENJIRALUM 13 EW-3513 AS REQD. STILE REINFORCEMENT,REQD.FOR DOORS A80VE 8 FT.HIGH 8063-76 ENVIRALUM -- OPTION #L- 14 ENV-3515 4/TRANSOM TRANSOM SASH 6063-TB ENVIRALUM 15 ENV-ST2 AS REOD. 1'X 4-1/8'X 1'X 3/16'THK,CHANNEL. STEEL ENNRALUM J 4" X 4-1/2" X .130"THK. ST. STEEL KNUCKLE HINGE 16 FW-3516 I/LEAF CORNER SHEAR BLOCK 6063-TB ENNRALUMU SERIES 4001 BY 'REGENT HARDWARE' OR 17 EW-GC01 2/LEAF GUIDE CHANNEL FOR TOP B BOTTOM PIN cj $ g ----- 6063-T6 ENWRALUM SERIES FBB 191 BY 'STANLEY SECURITY SOLUTIONS' OR to STN-454 AS REQD. FLAT SNAP,3'LANG 6063-T8 ENV RALUM ? SERIES TA2314/TA2714 BY 'MGKINNEY ASSA ABLOY' 21 ENV-G94 AS REQD. INTERIOR GASKET --l-Mm— GLAZING RUBBER PRODUCTS stn m 3 PER LEAF 22 ENV—coe AS REQD. SPACER GASKET - W w EPOM GLAZING RUBBER PRODUCTS X CENTER HINGES AT 7" FROM EACH END 23 ENV-5501 1/QUARTER POINT 3/B'X 1/2'X 2'SETTING BLOCKS.WROMETER 8015 EPDM GLAZING RUBBER PRODUCTS to CENTER HINGE AT MIDSPAN 24 ENV-SBO2 1/QUARTER POINT 3/5"X 1-1/4'X 2'SETTING BLOCKS,DUROMETER 80d:S EPDM GLAZING RUBBER PRODUCTS t FASTENED TO _ _ 4¢, FRAME JAMB WITH (4) 12-24 X 1/2" FH MS 25 DOW 791 AS REQD. GLAZING COMPOUND SILICONE DOW CORNING Z'A 1 DOOR STILE WITH (4) 12-24 X 1/2" FH MS 27 GE SCS2000 AS REDD. GLAZING COMPOUND SILICONE GE MOMENTNE t`� __ _#12 X 1-1/2 4/CORNER FRAME ASSEMBLY SCREWS _ST.STEEL NWH SMS,AT 18'O.C. z1 _ 28 /B)F5/8- AS REQD. TRANSOM SASH SCREWS 5T.STEEL AT 3'FROM ENDS h 12"O.C. 6 Z_ __- oy 29 /8 X 5/8' AS REQD. DOOR STOP ASSEMBLY SCREWS,O 3'FROM ENDS 4 20'O.C. ST.STEEL HWH SMS 3ENV-BPI 2/HWCE HINGE BACKING PLATE, 1-1/2'X 1/4'INK.X 8-3/8"LONG ALUMINUM - W' �< _.. 311 _ 3/LEAF 4-1/2"X 4"BUTT HINGES - ST.STEEL S O 32 PEMKO-FS 1/LEAF CONT.GEAR HINGE __ ALUMINUM SELECT PRODUCTS LTD. 32A PEMKO-FS 1/LEAF CONT.GEAR HINGE ALUMINUM PEMKO 33 1/4-20 K 1' 10/LEAF _ CORNER BLOCK ASSEMBLY ST.STEEL HFX HFAD fiOLT_W/WASHER _ 34 E--COI AS REQD. FIXED INTERIOR GASKET -- -- EPDM GLAZING RUBBER PRODUCTS .._.._.._.._._.. 37 ENV-WPI AS REQD. WOOL PILE W'STRIPMNC TRILOBAL YARN ULTRAFAB c 38 ENV-WP2 AS REDD. WOOL PILE WSTRIPPINC _ iPoLOBAL YARN ULTRAFAB � EXTERIOR 39 ENV-BGI AS REQD. BULB_WSTRIPPING,(.475 BULB W/FLAP X.270 BK.) EPDM ULTRAFAB ---- Gy 15 $ O O 40 ENV-3518 AS REQD. DRIP CAP ALVMINUM PEMKO 40A 8 /8 X 5/8' AS REQD. DRIP CAP FASTENERS,AT J'FROM ENDS&6'O.C._ ST.STEEL HWH SELF DRILLING SCREWS 41 ENV-3512 AS REQD. DOOR SWEEP(TOP) - ... ALUMINUM PEMKO 41A /8 X i/2' AS REQD. _DOOR SWEEP FASTENERS,AT 3'FROM ENDS @ 8.O.C. ST.STEEL FH SELF DRILLING SCREWS c U OPTION 2: +2 ENV-3523 AS REQD. DOOR SWEEP(BOTTOM) ALUMINUM PEMKO % c�N g -- •• ••• • • • t42A• /8•X 3/4' AS REDD. DOOR SWEEP FASTENERS,AT 3'FROM ENDS_k 6'O.C. 5T.STEEL HH SELF DRIWNG SCRLVlS 0*m u CONTINUOUS GEAR ALUMINUM HINGE PEMKO-FS &•SEht SI.••2 43 ENv-wF1 AS REDD. WATER FLAP EPDM uLTRAFAB FASTENED TO • • FRAME JAMB WITH #12 X 3/4" FH SCREV%AT t.0.1 • •• N t DOOR STILE WITH 1/4-20 X i-1/4" FUtMS WII*ioSEX4B*LT Ai 6"*.C.• •• En9r:JAC�LAHMAD PRODUCTRP.VISED m 1 FLA PE�70592 v anP199t8 with Ila��F,l1m�i�de A i CAN. 53B B.0ding Cod.fS.AJ'P..-.a iQ � Acftptm.Nn w•y Dela ;._._..__- • • • • • • • f , NTS: r Mimn Product nV drawing no. EXTERIOR ••• ••• • • ••• ILLLOFRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER 0 W Z-3O •• ••• ••• ••• !SL TING BEAD TO FRAME SEALED WITH SILICONE SEALANT. 41205 sheet 9 of10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (z)Ito x 3/4• ) / (� FH MS N11 M54W IN WAHER Qy / N \J N 27 f ifl7b J I � , ' � a r � g�QQB 1 1 (2)/10 X 3/4• i FH MS I � ii i QW E i� REINFORCEMENT WHEN REOD. IHN DOOR LEAF TOP CORNER 3-1/22•FROM TDP AND 7•FROM BOTTOM U DOOR FRAME TOP-CORNER Z o TRANSOM CORNER m z �L z (2)/10X3/4• FH us 1 N ! X 1•HH MS WnH W z 3 i WDH AHER j iii (3)REOD.FOR B'BOT.RAIL (4)REOD.FOR 10•BOT.RAIL) 16 \Jtl J S n g f I-W a N ,JNr / 6 U� �Jp / C 6" •• ••• • • • • • •• Willi N o dldllrl6 • •• • • • • ••• u (2)#10 X 3/47 •• ••• •• • ENr'JA AD FH US CMLAH pRODUCI'REVISED qQ •r FU.PE t 70592 -c—Plying with the Mmide 7 C.A.N. 536 Handing Code g Aeoplanee No i�J_D423.04• �' ... •. • •• . pi,atlon IAte )7 . • • . .. . . •. . . By- •• • • • • • • • • • • • 2U�J Mian Dade Product Conv drawing na. DOOR LEAF BOTTOM ORN R ••i • ••• W l 2-3 ) ••• • • • • -- DAOR F AM BOTTOM QRNER sheet 10 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • lit 0� Miami Shores Village " lll�d+ rsfl> CSh 10050 N.E.2nd Avenue y mac+ iit ( t Miami Shores,FL 33138-0000 ,�� a, Phone: (305)795-2204 '�torctvA x � 3 `� a Expiration: 03/14/2016 Project Address Parcel Number Applicant 10000 BISCAYNE Boulevard 1132050200010 MIAMI SHORES VILLAGE Miami Shores, FL Block: Lot: Owner Information Address Phone Cell MIAMI SHORES VILLAGE Contractor(s) Phone Cell Phone Valuation: $ 5,992.00 AVERY GLASS&MIRROR (305)891-7734 Total Sq Feet: 45 Type of Work:REMOVE EXISTING SIDE ENTRANCE SET O Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Commercial Review Building Scanning:3 Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# WS-9-15-57009 DBPR Fee $2.00 09/16/2015 Credit Card $ 162.60 $50.00 DCA Fee $2.00 Education Surcharge $1.20 09/09/2015 Credit Card $50.00 $0.00 Permit Fee $110.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $212.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an ning F e r au horiz a above-named contractor to do the work stated. September 16, 2015 Authoriz d Si ature: r / Applicant / Contractor / Agent Date Building Department Copy September 16, 2015 1 GLASS-1 OP ID:GM ACORD` DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 08/07/2015 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 certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Global Risk LLC NAME: Daniel Martinez 5959 Blue Lagoon Dr Suite 101 a/c°No E,1:305-455-7250 FAX,No):305-455-7251 Miami,FL 33126 E—IDL :mail globalrisklic.com GAYLE A BAINBRIDGE INSURERS)AFFORDING COVERAGE NAIC 9 INSURER A:Technology Insurance Company 42376 INSURED Glass Impact LLC INSURER S:Scottsdale Insurance Company 41297 dba Avery Glass 8r Mirror INSURER C:Travelers Indemnity Co of Amer 25666 1831 NE 146 Street N Miami,FL 33181 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MWD GENERAL LIABILITY EACH OCCURRENCE $ 1,000,0001 B X COMMERCIAL GENERAL LIABILITY X CPS2068583 11/20/2014 11/20/2015 PREMISES Ea occurrence $ 100,0 CLAIMS-MADE 1XI OCCUR MED EXP(Any one person) $ 1,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,E GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000, X POLICY PRO LOC1 1 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,00 Ea accident $ C X ANY AUTO BA6C77179315SEL 01/08/2015 01/08/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS PER ACCIDENT $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATIONWC STATU- X OTH- AND EMPLOYERS'LIABILITY TORY LIMITS ER A ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N TWC3496810 09/15/2015 09/15/2016 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yas,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional RemaAcs Schedule,N more space Is required) Certificate holder is included as an additional insured when required by written contract per endorsement CG2033. A waiver of subrogation applies when required by written contract per endorsement CG2404. Lic number: SCC131151374 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD �, f ��` ,:, v � s 1 � „�. s _- '�y f� ���� �. i _Fs VV ��� I � ��� t �a��(: ^sF , '- :' �� �W ' 1` � � _ � f �' `. � { d ivy +�' z�� � r P� �� ��� �„ :�; .. �': � Y � p� + �'� � �+�v � p"'fy'* v �' � ., ��": n*7� } � � aa F + yF�v�.- 1G�*p�b�.c C "d -€. t 9 U�� C� � 4w� 2 -� ,4v j8 _.?� {._. i 5C? 1 . �'` �,� ��j'1 ��'� C .� 'yam= �� ���} `ryµ�: •"� '"'�N'-F'�n }y? �� r J; C ' "R3'G"• �;. i y;= i � R t r-- r , • _ � � '� • .. Y ,Y tri s MIAMI SHORES COUNTRY CLUB OFFICE z � 0 1000 BISCAYNE BLVD. RIC :,v- - o Z � o MIAMI SHORES, FL. 33138 SEP 0 15 II;vp I O w M W o Ov vo � LDcRGE MISSILE IMPACT P551-5TANT PR00UC'f5 Q,M. Z. > SHUTTER5 NOT REX. OPNG.3WZPTH Om a a a 00 0 95• O 5ERZE5 'ENV-350' ALUMINUM OUT5WZNG ENTRANCE DOOR OY 'ENVZRALUM IND. ' rPAMEWZPTH 0: I 0 N W3GLL GLA050 WZTN CLEAR 9/ 16" OVERALL I-AMZNATEO 6LA55 COMP0550 OF 6• MAX. 16• I Z U)2 0 HEAP 114, NEAT 5TREN'D GL-A55 + .010 OUTACZTE PVO INTERLAYER + 1 /4" NEAT 5TREN'0 GLASS CORNERS MAX. M a��� MAX. 5 j NOA #12-0106 .05 . —�— -- HEAO Q W g , LU ' SZLL . so** LO sees* . . Lr- o ...... Iw ��o ...:. \ X S 0000• X dN see• Q L4•�:f2pooe • MY C� _ = 7-- Oro�� ��� -f—'--- Or•:••: O N1 0000 om. ^ 0000 " --- �/ ��/ .-se •• � �� � 00090 ✓ ✓ ••e•• > ;'�'^^ • Q ago •• \ / • • —i V 9•••s Lil •0Qa N .00 0 00 w I � 41 < �n 4MAX. SZLL (5) ANGNORS � � CORNERS AT 5TZLE END5 �. AT 3' 0.C. r� v 22-- qEENvsaAwrl Erw 0R 0 °'I 00 NOA #12-0106.05 >> o Po - +44.5 LO o GENERAL NOTE5J Engr: JAVAD AHMAD c1 o 1 . ANGHO95 5NALL BE A5 LISTED, 5PAGED A5 5HOWN ON DETAZL5, lQ ? CIVIL _\ FLA. PE # 70592 EMBEDMENT TO BASE MATERIAL 5NALL BE BEYOND WALL DRE55ZNG OR 5TU000. nr r C r -PT � / �/ C .N. 3538 0 T 2. EXZ5TZNG 5TRUGTURE MUST SUPPORT THE LOA05 IMP05ED BY GLARING 5Y5TEM. --`_ o 2 r 3. SAFE GUARDS TO BE REVIEWED BY ARCHITECT. 'E'.[! (7-10 COMPUnNCF w1111 Al L f [PI HAL �!Irk ✓IN S AND r+l ( t�! li1MS drawing no. ---- -- DIMENSIONS SHOWN ARE NOMINAL, GLAZZNG FABRISD 15-31CATOR TO OBTAIN FIELD DZMEN5ZON5 PRIOR TO FAI3RZGATZON. sheet 1 of 2 1/4' DSA ULTPAGOv5 5EPIE5 'ENV-350' ALUMINUM OUT5WING ENTRANCE DOOR BY 'ENVIPALUM SND. ' t>< V i' 1-3/4' EMBED TNto GONG. 61-A2!EO WITH CLEAP 9/ 16' OVERALL LAMINATED (SL-A55 COMP05E0 OF SEE ELEV5. 1 /4" NEAT 5TPEN'O 6LA55 + .090 OUTACITE PVO INTERLAYER + 1 /4" NEAT 5tPEN'O GLA55 cq X H ° ,., ..p° - p . '- FOR 5PA6TNG 8 LOGAtZOVS NOA #12-0106.05. !, Z � � e..°" •� Z 0 .......... H w CY 10 ANCHOR EDGE D15fANCE5 o o LD O INTO CONCRETE 2- 1 /2" MN. w M z w � ENV— 512 V N I I ENV-3510 cr 0 >M O I I Q a Q Q i 0 ~ 0 N Q w3LL � ! z I I Z Lf) tv I I J C7M(�JQ � Q W ei F n I I If`i w iI til III I 1/4' DTA ULtRAGON5 II 1-3/4" EMBED TN-1`0 GONG. `4444 I 5EE EI-5V5. ••• J 1 .044• �j ••4•• FOR 5PRGZNG 3 O •• • ?•r -0o • 4• 40.000 LL.I 00 0.000 • X 'II III 4444• � � �� lai • 4444 N M ••44- 4••44 Qk3 Ll 7 �R•J •4•• •44 •• ,�• I 4••4• W ••444 Q g • Q a) 00 • w °D • VA W W u I w 00"oLn •444: d— — — 0044 Or_ w O •44.4 °o III III O �•ii•00ui 11J o Q ENV-358 ENV-358 I ..ae0 - - - — _ ENV-354 ENV-354 ° C O N 1 3/4' DOOR WTDtH inI z I I of w I I MAX. FRAME WTOtH I I I I 5HTM I I in I I o I I �2 I I aqi o I I C I I I I 1/4' DZR ULtRAGON5 1 3/4' EMBED rWO GONG. „', 5EE ELEV5. VAD AHMAD r II o FOR 5PRGZNG 8 LOGRtZONS Engr:9 : JACIVIL 0 I co a I I FLA. P # 70592 CY" , _ I I C.A. 3538 0 "� T ENV 359 u c=i ENV-3511 ° o drawing no. p . ° SD 15-31 sheet 2 of 2 A B C D E PROJECT: MIAMI SHORES BAR RENOVATION COUNTRYCLUB SCOPE OF WORK: 1. REPLACE SOME EXISTING BAR BAR RENOVATION REAOFWORK FIXTURES WITH NEW. FOR BAR RENOVATIONS 2. REARRANGE CONFIGURATION OF EXISTING BAR SERVICE FEATURES. MIAMI VD. SHORES,FL 81SCAYNEBLVD. 3138 3. REFINISH EXISTING BAR TOP. 4. REPLACE AND REFINISH EXISTING BAR CABINETRY. 5. MINOR ELECTRICAL WORK. PROPERTYOWNER: 4 -*=Exit 9-1 Exit 6. PLUMBING WORK TO INCLUDE 4 MIAMI SHORES REMOVAL OF H I rr ~ IRON PIPE, ANDEXISTING E1 CAST W COUNTRY CLUB 000 BlSCAYNE BLVD, SUPPLY I SANITARY LINE AND NEW BAR PLUMBING MIAMI SHORES,FL 33138 # CLOSET© I II FIXTURES. 7. PATCH AND REPAIR FLOOR. POUR ARCHITECT OF RECORD: ' 7. I 4761 o I NEW HYBRID FLOORING ON TOP OF „J OMEN a I 5 I I EXISTING. SEE NOTE. MR.ARCWO2 008T LLC. W MIGUEL RIONDA LIC.K AR 84188 10.109 NE 19TH AVENUE � L _ I I SUITE 211 v�p NORTHMIAWREACH,FLORIDA33162 r1 a. 39' _ _ _T58Y TdtioE _ _ J I I c7esz19a 1�s MEN ,s 226 OCC. I Infb@mrarchftectcom 72 OCC. 107' Ion n (SEATS) -�,.. l SIGN AND SEAL: r s q, LOCATION AERIAL CONTRAC SCALE:N,T.8. BANQUET BANQUET • • •• • 19:0 HALL • < HALL $� • f •• • • • 1966116 133211 6 1 •••• • 131 OCC. � \ Be OCC. f•• •• •••• f 900- GI • i _TME "E_ J \ •• • f••• • •a• 1 26 r T . 1 ,000 • f •. . ,•1• I • f•• •• • f . ••f• E 1t _. � • • f HALLWAY •• • 1337115 F 15 OCC. 2 STORAGE ROOM 1 I sNEEr nTte: X9 2 ® �] ® I s i w eteil° E s POWDER I LIFE SAFETY 2 S eb� 10OCC OFFICE 2 I TRAVVEL O TAME PLAN w1 176115 r A J' U' 11 OCC. /Ail RESTROO f 256I16 •11 •� I o PRNATE ( KITCHEN I 12 12occ. xs LouNGE I Ik DINING I STORAGE 409115' 26 OCC. , I 31 OCC. 1 31 OCC. f II v�pls r I I I MRA.Project#:27 2015 'E OFFICE 1 �y�yI-0• � J 1 I I I j Drawn by:MR,KM 11 265115 �r 1 — J I I IAF RevisionslSubmisslons WOMAe OOM 14 OCC. DISH I It WASH 121 ec. 14 .c._ J Exit O ❑ ❑ 4 ❑ ❑ ❑ 1 � 1 Exit PARTIAL LIFE SAFETY FLOOR PLAN DATE: V MAX OCCUPANCY.648 SCALE:118'-1'-0• 210' A0.00 A B C D E