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RC-17-1821 tr -- T -.. ' . _- �� �r� z.r � �-,u�.� � � � G� ' 0��" ��'� � �C, IU p��d�� - ��.vu ,� �, r r Inspection Worksheet Miami Shores tillage. 10050 N.E. 2nd Avenue Miami Shores,FL Phone, (305)795-2204 Fax:(305)756-8972 Inspection Number: Il S P-299714 PermitNumber: RC-7-17-1821 Scheduled Inspection Date: larch 20,2018 Permit Type: Residential Construction Inspector: Naranjo,Ismael Inspection Type: Final Owner: KASANZEW,LOURDES B 'Work Classification: Alteration Job Address:9225 NE 12 Avenue 1 Miami Shores,FL 33.138 Phone Number (786)366-1124 Parcel Number 1132050270390 Project: <NONE> contractor. GILARDONI Phone:(786)773-5138 3 Building Department Corm€enIs 'Insta1ing TILE IN BEDROOM, L `ING'ROOM AND DINING �' 7>assed C&n ents -ROOM w False 07-17-2017 Several violations on this property.License J contractor required for the work.. Replaced front door wfalxxt,pem-ets. New file floor: Bathroom`renovation.needs'Skig,plumbiiV and el cat Property owner needs.o true a.,:- �st{' '3 trsalertts engineer to produce a set ofI a xs 'prefessionaf shc!u obte-vnmir C �_m rom 2��•i�'`M a �aas .r� eis9docps c+f� . I .,a ed 1 SH EUNG It 1 ; '-BATHROOMS . 1 +, C3S i s cfdWAND Re-Inspecldo Fee s h 19,2018- For inspections Tease call: (305)762-4349 Page 28 of 38 s 2 ' � us�i� ^4P �jk`�a 3 i P � •. W. Permlf No. RC-7-17-1821 �eKO1s L,� Miami Shores Village Permit Type:Residential Construction 10050 N.E.2nd Avenue NE ot er ' (Nark Classification:Alteration Miami Shores,FL 3313&0000 - P Pennit Status:APPROVED Phone: (305)795-2204 FLORIDA - issue Date. 11117/201-7 Expiration: 05/16/2018 Project Address Parcel Number Applicant 9225 NE 12 Avenue - 1132050270390 LOURDES B•KASANZEW Miami Shores, FL 33138- Block: Lot: •Owner Information Address Phone Cell LOURDES B KASANZEW 9225 NE 12 Avenue (786)355-1124 MIAMI SHORES FL 33138-2928 9225 NE 12 Avenue MIAMI SHORES FL 33138-2928 Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 G I LARDONI (786)773-5138 'Total Sq Feet: 0 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved: : In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction: INTERIOR REMODELING(LEGALIZ Occupancy:Single Family Framing Stories: Exterior: Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Fill Cells Columns Bedrooms: Bathrooms: Window and Door Buck Plans Submitted:Yes Certificate Status: Review Planning Certificate Date: Additional Info: Review Plumbing Bond Return: Classification:Residential Review ElectricalReview Electrical Fees Due Amount Pay Date' Pay Type Amt Paid Amt Due Review Building CCF 1 $2.40 Review Building DBPR Fee $2.00 Invoice# RC-7-17-64596 Review Building. DCA Fee $2.00 11/17/2017 Credit Card $314.40 $50.00 Review Building Education Surcharge $0.90 10/11/2017 Credit Card $50.00 $0.00 Review Structural Notary Fee $5.00 Review Mechanical Penalty Fee $100.00 Permit Fee $120.00 Scanning Fee $9.00 Technology Fee $3.20 Work without Permit Fee $120.00 Total: $364.40 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 as ume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICA , LUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF I certify that all the forego information is accurate and that all work will be done in compliance with all applicable laws regulating. construction a d o g Futhe re, I authori a bove-nam Itortkraetor to do the work stated. November 17, 2017 Aut zed Signature:Owner / Applicant / C ntr r / Agent Date Building D ent Copy November 17, 2017 1 Miami Shores Village RECEIVED ,:. Building Department Nov 0 s 2017 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 W 14L, INSPECTION LINE PHONE NUMBER:(305)762-4949 5h FBC 200 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING F-1 ELECTRIC ROOFING REVISION EXTENSION RENEWAL PLUMBING r_J MECHANICAL PUBLIC WORKS F-1 CHANGE OF CANCELLATION [:] SHOP � CONTRACTOR DRAWINGS - JOB ADDRESS: I D T5 0 l_� (_�- C�)�L City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction�Ty)pe: / (�' FloJo�d�Zone: �� BFE: FIFE: OWNER: Name(Fee Simple Titleholder): � V-/" 1� 1 v A/V '4 19 one#: gtgG —3,55- 112—q Address: /��� t'je �� CW Q. / ' �S` !-73q- 3`'1 (�.(/ City: I" �(CLAYU C> h(2—CS State: �1� Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:G k 1'ncr� j Phone#:__� :�S-(0-1-" -5)3_p �� Address: � l-I City: State: � Zip:_qi 51'StQualifier Name: ��� IrCIO Phone#: ')&(o_-3-13-51N. — State ate Certification or Registration#: Certificate of Competency#: S now DESIGNER:Architect/Engineer: Phone#: Address: l/cs�fb `�'� City: State:: Zip: Value of Work for this Permit:$ C7. Square/Linear Footage of Work:,-3( Type of Work: ❑ Addition ❑ Alteration ❑ New �+Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: //ll Submittal Fee$ W , 0c) Permit Fee$ 1 u) • GO CCF$ 1' `-t'y CO/CC$ Scanning Fee$ CA Radon Fee$^C)0 D��B;;P//R,,$ '9 . CJS Notary$L7 ' Technology Fee$ Training/Education Fee.$ b W Double Fee$ 120 O�) Structural Reviews$ Bond$ �(j TOTAL FEE NOW DUE$ `3( -1 '-f' o - (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding%bmpany's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. r "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 w is occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a pr ed and a reinspection fee will be charged. Signature Signature OWNER or AGEW/"' NTRACTOR The+foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of I`�VY 20 1 by -�c� 1 day of�! `� 20 i 1 1 7by �kf C'An ��Q tJC /who is personally known to ��' C� J t`Ckf 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 PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seatva I: ;e�*, Notary Pubic Sh to of FbrWe arda Sea I: Pubic State of FbrldaMy„COMITY IOM W 091024 Ad Garda y ComtrJesbn GG 091024 Eoku 0410Bf2m_1 NOV o► ExpMrss 04/081202 APPROVED BY Plans Examiner Zoning Structural Review Clerk t (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISERz Summary Report Generated On: 10/11/2017 Property Information Folio: 11-3205-027-0390 ' , 9225 NE 12 AVE Property Address: ' r Miami Shores, FL 33138-2928 Owner IVAN KASANZEW LOURDES B KASANZEW 9225 NE 12 AVENUE Mailing Address MIAMI, FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ 5 F ,_, Primary Land Use 0101 RESIDENTIAL-SINGLE i FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 + Floors 1 t rk Living Units 1 Actual Area 2,384 Sq.Ft P Living Area 1,889 Sq.Ft Adjusted Area 2,094 Sq.Ft Taxable Value Information Lot Size 7,855 Sq.Ft 2017 2016 2015 Yearbuilt 1949 County Exemption Value $50,000 $50,000 $55,000 Assessment Information Taxable Value $379,786 $370,9471 $245,947 Year 2017 2016 2015 School Board Land Value $282,827 $263,059 $239,600 Exemption Value $25,000 $25,000 $30,000 Building Value $156,673 $157,888 $159,102 Taxable Value $404,786 $395,947 $270,947 XF Value $0 $0 $0 City I Market Value $439,500 $420,947 $398,702 Exemption Value $50,000 $50,000 $55,000 Assessed Value $429,786 $420,947 $300,947 Taxable Value $379,786 $370,947 $245,947 t Regional ` Benefits Information Exemption Value $50,000 $50,000 $55,000 Benefit Type 2017 2016 2015 Taxable Value $379,786 $370,947 $245,947 Save Our Homes Assessment Ca Reduction $9'714 $97'755 P Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Homestead Exemption $25,000 $25,000 $25,000 08/12/2015 $440;000 29757-3823 Qual by exam of deed Vet Disability Exemption $5,000 08/01/2006 $640,000 24812-0573 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 07/01/2001 $299,900 19833-1867 Sales which are qualified School Board,City,Regional). 04/01/1999 $185,000 18564-0973 Sales which are qualified Short Legal Description BAY LURE PB 44-63 LOT 27 BLK 2 LOT SIZE IRREGULAR OR 19833-1867 07 2001 1 COC 24812-0573 08 2006 1 k The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record'The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade,gov/info/disclaimer.asp http://www.miamidade.gov/propertysearch/ �_ 10/11/2017 ,SNORES Ingo J " miam' ! Shores Village Cy` Building Department F ��OR1DA 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 s 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 l : Certificate must specify the description of operations or contractor license number. i ' BUSINESS NAME: �i l ayd-on.+ BUSINESS ADDRESS: en NcWCITY t""ltCk(Yt STATE Tb ZIP BUSINESS PHONE: O`113 ";�I�� FAX NUMBER( ) CELL PHONE (a&) &-XVW�5 QUALIFIER'S NAME:�X1��(1 C'C (I I G��Jon,I QUALIFIER'S LIC NUMBER: _ IbSocco 4 I 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895=954-831-4000 VALID OCTOBER 1,2017 THROUGH SEPTEMBER 30,1018 DBA: Receipt#:180-8035 ' Business Name:GUZMAN CONSTRUCTION ,INC' BUSIR@SS Type: GENERAL CONTRACTOR (GENE CONTRACTOR) Owner Name:.YURY GUZMAN Business Opened:12/04/2003 Business Location: 5910 ROYAL WAY State/County/Ceft/Reg•CGC1506302 T�RAC Exemption Code: Business Phone:954=682-3727 i Rooms Seats Employees Machines Professionals 2 For Vending Business Only. Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid ! i 27..00 0.00 0,_00 6.00 0.00 0`.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in:nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be,transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: i YURY GUZMAN If Receipt, M52A-16-00007704 591.0 ROYAL WAY Paid 09/06/2017 27.00 TAMARAC, FL 33321 i 2017 - 2018 L WNTENTMIENTO L 1/09/2017 NGENERAL Javier Glardoni 827 NW 62nd St. Suite. A Miami FL 33150 Cet 786.326.5095 Oi:l IttC. Office: 786.773.5138 k Before me this day personally appeared �If _who, being duly, sworn, Deposes and says: That he or she will be the only person working on the project located at: 9225 NE 12th Ave. Miami Shores,FL 33138. Contracto fi ature r SWQRN TO AND SUBSCRIBED BEFORE ME this q day of �� 20J by V i-e ��-� l��rC�(nWho is persona wn to me or produced as identification,and did take an oa e otaryPublic) Noary wiE1c sra a Fwrrda . Addam Garcia My CO W"WiOn GG 091024 �49 E*hea 04/0W=1 www.Gilardoniinc.com i S 1OR ES• �pG,932 s� Miami shores Village Building Department artment d g p T'`' 10050 N.E.2nd Avenue ORIDp` Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: 4 An employer in the construction industry who employs one or,more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are' allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day,labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation ' surance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING B OW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: a,'t State of Florida County of Miami-Dade NOV ,,,� p� The foregoing was'acknowledge before me this 9 day of I OV _ 1 L,b2 ,20 1� By V A rJ kms% `w V�' who is personally known to me or has produced I ,e as identification. r Notary: SEAL: E9*8, Adrim Garda w Flo�da E 21 091024 FAANTENIt.!IENiO 10/21/2017 t"iGENERAt Javier Gilardoni 827 NW 62nd St. Suite.A Miami FL 33150 Cel- 786.326.5095 Office: 786.773.5138 1 Budget Ms. Belinda 9225 NE 12 Ave REM V Miami Shores,FL I` Celt (786) 355-1124 V � E-mail- Work proposal for the following: Bathroom Renovation(we understand that the bathroom already was demolished,the rubble pulled and electricity made. Plumbing • Create a new installation of water pressure copper pipes nourishing the new shower, faucet,sink and toilet. • Install new water cut valves for sink and toilet. • Install a new PVC drain for new bath tub and sink. • Install new bath tub. • Install new artifacts provided by the client. Total:$700.00 Building • Install new ceiling fiber glass insulation. • Install new durrock in shower walls and we green sheetrock in the rest and ceiling. • Install tale in all the 4 walls and the floor. • Plaster and paint the ceiling. Total:$4,000.00 Electrical • Regulate,inspect electrical installation in service bathroom • Replace/adjust what is needed. • Pass city inspection. Total:$200.00 Materials: Water cut keys,PVC pipes, copper pipes,plumbing pieces,green sheetrock,durock, concrete bag,thin set,grout,tape,screws and etc. Observation: I 1. In the budget we are including all. materials necessary and debris disposal to complete this job. 2. The customer must provide the bath tub, shower faucet, tfle, N sink and full toilet. 3. We are quoting straight installation of the tyle. If the customer wishes to make any design or install at 45 degrees the price will by additional. www.Gilardoniinc.com i 1 - Payment: 50% at the start and 50%to the end. If you wish to use our services,the person in charge of the aforementioned job at Gilardoni Inc should fill out the left side and the person authorizing the service should fill out the right, acknowledging that both are in agreement. First name First name A A:1 Last name ��-� � Last na r Title Title Phone Phone 'Z Signature Signature Date Date M This proposal is valid for 30 Days I RECEIVED fiA MIAMI•DADE MIAMI-UADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMICOUR S Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 1Jy rvtnv.miamidade.eov/economy x CGI Windows&Doors,Inc. 10100 N.W.25"' Street Miami,Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The d 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 iticur 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 tr A6?iaC fails t0.... meet the requirements of the applicable building code. •• •••• • I This product is approved as described herein,and has been designed to comply with the F1in?0 r•Buildin*g-Cv e, .... • including the High Velocity Hurricane Zone. DESCRIPTION: Series "160 Sentinel"Aluminum Outswing glazed Doors w/wo Sidelctg; CM-1 ••• • APPROVAL DOCUMENT: Drawing No.W13-01 Rev D,titled "Series 160 Sentinel Outs%iq Door',sheets l t�i0i#..' of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation,dated 01-03-13 and list redised on AU(55)5, 2091i6e,•;• Signed and seated by Javad Ahmad,P.E,,bearing the Miami-Dade County Product Contrdl'1 "ion stamItwith the '• Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section:...:. . MISSILE IMPACT RATING: Large and Small Missile Impact •••• • Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 &2 ,single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state arid series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, -for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to'comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises# 13-0226.06 consists of this page 1 and evidence pages E-I&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No. 144015.04 MIAMI-DAE)E COUNTYIM Expiration Date: August 08,2018 Approval Date: August 13,2015 t Page I CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors", sheets 1 thin of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file 413-0226.06) 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 h 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-1 only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per,FBC TAS 202-14..:. 2) Large Missile Impact Test per FBC,TAS 201-94 • 3) Cyclic Wind Pressure Loading per FBC,TAS 203-9.4 ... ....:. Along with manufacturer's parts and section drawing marked-up drawingscr4aluminum sidelites,• • issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample 1MVated:04/1'q/2015; • signed and sealed by Ramesh Patel P.E *0:00• C. CALCULATIONS 000000 • •• *Soo:* 1. Anchor verification calculations and structural analysis, complyinf w-V%FBC-20?4 (511' Edition), prepared by Al Farooq Corporation, dated 10/06/2014, Q5/19`I 5 an j Iast:revised oii AUG 04,2015, signed and-sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02, -04 and -2009. • 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 Sentry Glass ®Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex clear & color glass interlayer",expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer w/PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14,signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises# 13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14 &4 12-0553, dated 04/25/12 approved by RER. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date: August 08,2018 Approval Date: August 13,2015 E-1 37-1/4' 72' 4% V DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS of 2 ANCHORS QUANTITY CHART n' 6" MAX, TYPE'A', '0'OR 'C' 6" MAX. " SEE CHART FOR QUANTITY ANCHOR TYPE • 3 3' _ HEAD/SILL } 6' 3" Z � HEAD/SILL AT STILE ENDS CORNERS SHIM 'A' 'B' C. 0 z CORNERSA ,I_�A ., 1/4' 4 4 _4 "'111 ff 1 3/6" 6 6 6 k o I u p _=i rf G a Q< 8 1^ I.p ii II I i 11 sA 7RODMI'REVISED a LOCK OPTIONS I '1!/' � �U1 f►e F%d& o / SEE SHEET 9 X/ ►Army E a � n J � __= 11=�--- i To < n J \ --==a= / q• lIf-16(54� O S lolg aq o' � 1O � n (� °1� °' � a0 � u m D•M u o - a home■i Caelai v rl0 mo \ �* O w ate_O o SERIES SENTINEL 160 6=N o ALUMINUM OUTSWING DOOR WLSIDELITES uI, ACTIVE ACTIVE _ - INAC N/E NI I APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS M n - \ m`a0 WITH OR WITHOUT SIDELITES. ci O i �z B ` z B/ a z SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z Z m a o o +'O SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. o-n 23 1/2" 1O 23 1/2" 2} 1/2' SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. "' o� D.L. OPG. 2 ANCHORS D.L. Om D.L.OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. U TYPE '8' 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY AT STILE ENDS TYPE'8' FALSE MUNTINSr - AT STILE ENDS MAY BE USED CHARTS WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( X ) ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY P HURRICANE ZONE (HVHZ). 9 DOOR OPTIONS 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 4 o TRANSFER LOADS TO THE STRUCTURE. C d DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS v a o SINGLE DOORS (X) DOUBLE (XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR DIMS. LAM. or INSUL-LAM. DOOR DIMS. LAM. or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL EXT.(+) INT.(-) EXT(+) INT.(-) '✓, w_ e :n WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT •i • • • • • • • A LpRO DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 37-1/4' 35' 1 96" BD 1 60 72' 35' 96" • BO • • • • • • • 5 o S o I�TERWLS INCLUDING BUT NOT LIMITED TO STFEL/METAL SCREWS,THAT COME INTO <m NOTE: •• •• • • • • ••• COMT[�CT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS u VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. •• •• •• ••• V•CURRENT FLORIDA BLDG. CODE. ,i NOTE: Enqr:JXIAD AHMAD n - FLUSH BOLTS AND LOCKS MUST BE CML FIA.PE/70592 ENGAGED TO HEAD AND SILL DURING DOOR D �• • ••• • •••, CA .3536 o y. e PERIODS OF HURRICANE WARNING, D.L.O. HEIG* = JRAME HEIGHT*- 12.W5 NOTE: • • • - - D.L.O.-W1DTf•(X ODORS) =•FRAME WIDTH = 1 .7511- i D.L.O. W ORH (XX DOORS) =TFRAM! WIOTM-25 2 • AU6) -' GLASS CAPACITIES ON THIS SHEET ARE 1 • � •• drowlnq no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) •_•_—• •-u AND FLORIDA BUILDING COMMISSION DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W1-3-01 DECLARATORY STATEMENT DCA05-DEC-219 LSHUTTERS ARE NOT REQUIRED. - sheet 1 0(11 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 37-1/+ 72 Z m 3 DOOR FRAME WIDTH DOOR FRAME WI iiF.AO ANCHORS AT STILE ENDS 0 a Z 2 ANCHORS QUANTITY CHART N ¢ 6•MAX. }. TYPE 'A', d' OR 'C' HEAD/SILL 3• 6• }• SEE CHART FOR QUANTITY ANCHOR TYPE Q a HEAD/SILL {�- AT STILE ENDS ---���.III ���..���{{{ SHIM 'A' 'O - U /1 -� CORNERS A I I 'C' 0 O CORNERS + I/4• 4 4 ♦ IL 3/8• 6 6 6 pF 7 7 - 0 U h u I 11 V O r♦ I 7 2 Q g I I a¢ 0 d ro z LLZUI_o w a F c / E O w m a f� w ro a LOCK OPTIONS i O N � ___ NN''_/ _ I �_ �_ �o SEE SHEET 9 o O� ro Owe p MODUC C REVISED =Z- with Itr.FI-W. �j o r a¢Z I l I I I I Q Z 4v"-DNO 0 r1 _- ACTIVE ACTIVE - I NE Ce�W E Z Z 'p� o BK Bp UO� F V 23 1/z• tD'° L 2} 1/2• (_ O.L. OPG. 2 ANCHORS D.L. OPG. D.L. OPG. TYPE '8' 4 ANCHORS SURFACE APPLIED AT STILE ENDS i TYPE 'B' FALSE MUNTINS i s AT STILE ENDS MAY HE USED TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3a. HINGE DOOR ° € X--) ( xx NOTE: SEE SHEET 1 FOR DOOR CAPACITIES c a! •• ••• • • • • • •• oao • • •• • • • • • m a< m Engr:JAVAD AHMAD I •o CML FLA.PE/70592 1 CAN.3538 ••• •• ••• 0.0 •• 0.0 •• :• drawing no. W13-01 A G 0 5 2015 sheet 2 of 11 . . . . . . . . . . . •• •• • . • of •• .•. 0 • 0 000 0 . 144'MAX. U � 37 1/8' 36' 72' 36" SEE CHART FOR QUANTITY �� o SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH • 3 ,. HEAD ANCHORS m'_ m uaH F .%./ H 'm^ -xrn_w an tiJ H F /�/� J /\/\/•\�//`/m�.HyyD�3 r`K3/m8 Z 6- 3' AT STILE & MULLON ENDS O 6'MAX, 6"MAX - QUANTITY CHART HEAD/SILL HEAD/SILL ANCHOR TYPE O��GdNZjIIl m9mO'F�.1 . p CORNERS CORNERS C ASHIM 'A' O 1/4" 4 4 4 6 6 1/2' 7 7 V 5oC O a S 0 LL o II z LOCK OP ONS FASTENERS SAME LOCATIONS SEE/ E9 p CHOIRS SHOWN ON o ASEAN SH 1 & 2 a d It Q LV) avnMQ1 0 Li T , II II =N p 1 I II II �kr) h - M n ACTIVE _ INACTIVE Zz� ' mw b 30 "v G G Bz os 31 1/8' 31 1/8' _ 23 1/2" 23 1/2' 31 1/8" fO 0 D.L.OPG. D.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG. SURFACE APPLIED X DESIGN LOAD CAPACITY - PSF 4 ANCHORS FALSE MUNTINS TYPE'B' MAY BE USED SIDEu7E STATIONARY PANEL(0) TYPICAL ELEVATION TYPICAL ELEVATION AT STILE AND $ SIDELITE FRAME (SEE NOTE BELOW) ' o WIDTH HEIGHT ( O ( OXXO ) MULLION ENDS INCHES INCHES ERT.(+) INT.(-) g¢o SIDELITE OPTIONS �Pljpu EVlseD 2 24 80.0 80.0 Lwlz a>~e WI1Y 1M FlorW� "' 30 80.0 60.0 AmpL� 0.0 *N," -10/)"0 b a � 33 84 80.0 80.0 II 1� 36 80.0 8W` `tl"'" g< 37-1/8 77.6 77.6 M�s/rNr n.d-IC-t 39 73.8 73.8 •• ••• SIVELAE D.R.O. DIMS• •• .9 08 42 68.6 68.6 • • • o d _ 2a 80.0 BOA • • 6%:H4H:=:R4E HEIGHT - 12.875" m o m o • •• DeL.O*V4bTH� 11RE61TE YYDTH - 6" STAND ALONE SIDELITE ONLY 30 80.0 80.0 ••• ••: A O:WI%*� :DE:ITEW•IMH - 4.875 SIDELITE 10 DOOR ONLY �- - 33 90 80.0 80.0 i 36 80.0 80.0 E^9`'.JAVCMLAHIMO 0 f 37-1/8 77.6 77.6 FLA.PE 1 70592 73.8 • ••• • ••• • t•• CA 3538 1 J9 73.8 • • • • _ • • •_ •_ 24 - -• - -80.0 80.0 _ , _ �. _ _. t _ _- •T - • • • • _• - T -- 30 80.0 80.0 • • • • • • • • • �� • •• • • • • s •• drowln no. 33 96 80.0 80.0 000 t 000 • • • All 36 80.0 80.0 37-1/81 77.6 1 77.6 1sheet 3 of ; - • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR FRAME SIDELITE SIDEUTE FRAME SIDELITE FRAME SIDELITE FRAME o DOOR SIDELITE SIDELITE TO DOOR MULLION WIDTH WIDTH WIOTH WIDTH `WIDTH WIDTH'j \WIDTH F WIDTH SIDELITE LEAF FRAME (SEE NOTE BELOW) a 3 WIDTH WIDTH HEIGHT Z a INCHES INCHES INCHES EXT.(+) INT.(-) _ / O 24 80.0 80.0 QV IZaO�- j V n Q. 3080.0 80.0 G> 35 84 80.0 80.033 36 80.0 80.0 IL 37-1/8 77.6 77.6 39 73.81 73.8 42 686 68.6 cfo.g 24 s 800 30 60.0 80.0 '_' xo (oxo) (xox) a U)0D 0 33 35 90 80.0 80.0 OX 36 80.0 80.0 t1Z1 37-1/8 77.6 77.6 SIDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITE ..I a M Q 39M73.5 73.8 WIDTH WIDTH I WIDTH WIDTH WIDTH • w 243033 H36w7-1/8 g N O w �, •fl=N O fA Ln H MULLION /( 0%% iDOOR STILE (0%x0) m O N n END ANCHORS l xx0 END ANCHORS ►RODUC r REVISED d 3 O JN SEE SHEET 3 SEE SHEET i r^�MJN.y Milk I4.FU W. Z Z o A—pj. ,N o rnpu•ce No y-I D1�•04 N o�C ,- RV4'�a+Dcl< 19,I14 CD o Q MiiaJ DW< �do<(C-Iq O LEAF WIDTH SIDELITE WIDTH _ DOOR FRAME WIDTH + SINGLE(x) 37"MAX. DOUBLE (XX) 72"MAX. SIDELITF TO DOOR "� $ NOTE: o •• ••• • • • • • •• . ' g INSTRUCTIONS: � GLASS CAPACITIES ON THIS SHEET ARE H o g o g c USE CHARTS AS FOLLOWS. ••f 0 0 0 0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) d c<m o • •• • • • • ••• • AND FLORIDA BUILDING COMMISSION �- 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON SHEET 1. •• 000 •• • • • •• 2. SELECT LOWER OF SIDELITE TO DOOR MULLION Eng,:JAVAD AHMAD CAPACITY FROM TABLE ABOVE. CML '< FLA PE/70592 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY CAN 3538 TO ENTIRE SYSTEM. • ••• • ••• • ••• - •• •• • •• • • • • • •• i>J"'" draWinq no. ••• • 1000 • • • W13-01 sheet 4 of 11 • • • • • • • • • • ••• • • • ••• • • U 3 oZ F a h 4 00 O tJ U O oG o p M N Cy aQoB 3/16"TEMPERED CLASS 0 W N p 3/8"AIR SPACE (L ZN_0 3/16'ANN. CLASS 3/16"HEAT STREN'D GLASS 3/16'ANNEALED GLASS .J Q W e1 F h .075"Soflex CP With PET Core .075' Soflex CP With PET Core .075'Soflex CP With PET Core - By'Eastman Chemical Co.' By'Eastman Chemical Co.' By 'Elmon Chemical Co.' O .090"Soflex Clear And Color Glass .090'Soflex Clear And Color Glass .090"osSaflex Clear And Color Gloss - BY'Eoslmon Chemical Co.' By'Eastman Chemical CO.' By 'Eastman Chemical Co.' N INTERLAYERS INTERLAYERS INTERLAYERS - .090'Kuraray SentryGlas .090' Kuroray Sent yGlas .090"Kuraroy SentryClas J I By'Kuraroy America, Inc.' By'Kuroray Americo, Inc.' By 'Kuraray America, Inc.' .090 Kuraroy But acite PVB .090"Kuroray Butacite PVB .090"Kuraray Butacite PVB S In o _i By 'Kuraroy Americo, Inc.' By'Kuraray Americo, Inc.' By 'Kuraray America, Inc.' v v 0 t 3/16"ANN. CLASS 3/16•HEAT STREN'D CLASS 3/16"HEAT STREN'D GLASS O of SILICONE SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 ►RODUC f NEVISE� =N o DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 �twPylq r•Ifh w Md& V)u~i GE-1200 GE-1200 GE-12001aS Cad 3 N M z i 2E A 4r No -0( .p 10 1 dam �+va 4u I d Z3 \\ ut 14 II II \ .p ut z 3 o t 7 n \ \ n Cain XL EDGE SPACER , o \ \ / o ST. STEEL BY'CARDINAL \ \ \/AOR DURASEAL BY'OUANEX' K OR tiq _ / \ SUPER SPACER BY'OUANEX' ' a� 28 AT 1/4 POINTS 28 AT 1/4 POINTS 28 AT 1/4 POINTS a r b a5 7/16" LAM. CLASS 7/16" LAM. GLASS I" OVERALL 1NSUL. LAM. GLASS GLAZING OPTION S Engr.JAVAD AHMAO - CML i n FLA.P #70592 CA 3536 n .r • ••• • ••• • • • - • • • • • • r h 2015 [ --� • • • • • • • • drawing no. • •• . • ••. . .•• W13-01 sheet 5 Of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 20Y WOOD BUCK �U V _ TYPICAL ANCHORS EDGE DIST. 78Y WOOD BUCK OR EDGE DIST. SEE ELEVATIONS SEE TE SHEET t WOOD STRUCTURE METAL �I _ FOR SPACING °tONCRISf . SEE NOTE SHEET 1 -STRUCTURE 'n °T - EDGE EDGE DIST. z J >CDNCRETE. a z xq � o �� a M 0IS _ m2 O w r pN mS N IY TYPICAL ANCHORS AO 12 SEE ELEVATIONS Q' M I I I TYPICAL ANCHORS TYPICAL ANCHORS FOR SPACING Q d Q SEE ELEVATIONS SEE ELEVATIONS O FOR SPACING 0 9T r- I FOR SPACING y e I I I jl MMJAI-DADE COUNTY APPROVED Ij Q W B1�o CLIPPED MULLION it I o y S A I I I I I I SEE SEPARATE NOA I I JQ ' WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS I, II Q w f kl MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. O I - 26 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 I I TYPE 'A'- 1/4" DIA ULTRACON BY 'ELCO' (FU-177 KSI,Fy=155 KSI) v MIN LENGTH = 2-3/4" w TYPICAL ANCHORS $ W c SEE ELEVATIONS � III INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR SPACING O 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) O N i III THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) _ V)I)I� N a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) w J W a rn y TYPE 'B'- ,1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy-155 KSI) € Z z� MIN. LENGTH = 2-3/4" o W X �O=n DIRECTLY INTO CONC. OR MASONRY `^ CD OO a.. I' 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U III 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) O II II PRODl1C F REVISED a li TYPE 'C'- 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) M�MFI.i rR►,Ye FIoH•i II ' 26 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") wyhp:.nN.( -0 '-0`f PZ 4 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 1 o STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) Cw&w qw f1 rT (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - I I 1 1 aB u V ti a I I N n 6 i i TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4".I IN. o 0 0«=o 2I 12 • • • • • • • • • m o I I I I O WOOD AT HEAD OR JAMBS SG x•0.55 MiN. • •• • • • • • ` �`m" 23 i i i t3 CONCRETE AT HEAD, SILL OR JAMBS f'c =OAOOGPSI•Mlt* • 000 • O N C-90 HOLLOW/FILLED BLOCK AT•IlJAS lrj j 2'bgrgPSI%lll' ••• 1 Engr.JAVAD AHMAD Y �J ANCHORS MAY BE HEX OR FLAT HEAD. C L FIA.PE 70592 n 'Em CAN. 53B .Y • ••• • ••• • • • d CONCRETE .., <. ' _SEALANTS • • • • • • • - a " ALL JOINTS AND FRAME COUttCTIONS SEALND WITH • • • '� Zd�! O TYPICAL ANCHORS LA • • • • • • • droWin no. ' EDGE DIST. SEE ELEVATIONS GE SC52000 SILICONE SEALANT. •• • • • • • • 9 FOR SPACING ••• • •• • • W13_01 DOOR DETAILS Sheet 6 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o 3/8' MAX. © 3/8' MAX. • 3 SHIM F O SHIM Z m 2 1BY WOOD BUCK C .SEE NOTE SHEET 1 S� a ACTIVE LEAF til O O TYPICAL ANCHORS OW T 21 _ SEE ELEV. d TYPICAL ANCHORS FOR SPACING SEE ELEV. FOR SPACING 0 j �y O 0 IL at 23 2715 FRODUCFREVISED 7 - 7 16 _ r 0Mpteaz wRk e-rl i& Q W 25 D.L. OPG. hdti*t C•M 26 �,�.�'•. �.� Ataptut NoLr_L=[-1� �� METAL EXTERIOR E utn STRUCTURE 25A 258 LFAF WIDTH 3 POINT LOCK r WITH DEAD BOLT w SEE SHEET 9 DOOR FRAME WIDTH _ M►nJ t�lrP CrW J rn S v) 0 n Ow 3/8' MAX. 5 0 F SHIM qs 3/8°MAX. E 3 POINT LOCK Z N h SHIM "ACTIVE WITH DEAD BOLT OR WOOD BUCK SEE SHEET 9 WOOD STRUCTUREO FLUSH SOLT .oORNCRETQ� SEENOTE SHEET 1 €MASONRY INACTIVE LEAF 3 0TYPICAL ANCHORS22 ly U SEE ELEV.FOR SPACI --� - - - - ......... a _ - w 0 a ld r o {a5 w TYPICAL ANCHORS ¢ S 7 7 SEE ELEV. B 7 [--,.L. OPG. 7 FOR SPACING w " PC. EXTERIOR EXTERIOR LEAF WIDTH LEAF WIDTH --ml 0 DOOR FRAME WIDTH •• 99: • • • :� a •• ••• •• • • • •• Engr.JAVAD AHMAO Y CML i FIA.PE 9 70592 s ••••• •••• • •••t- CN 3538 • • • • dwing 0. 052015 Wi3-0 DOOR sheet 7 of 11 ••• • • • • ••• • • DETAILS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U � TYPICAL ANCHORS �4ft o ` SEE ELEVATIONS FOR SPACING OG .7 > Z n'r ^CONCRETE. .CONCREIC. p r z Z CI a W p I IL G a 8 � 0 z (L �J (h9 12 (YOW 2 o Oaao0 3 0 3 O 3 Q W 3 1 n tL ILI o Imf J�Mg � Q W luO I 3/8"MAX. O O n I SHIM MATING JAMB FASTENERS n i- 5 2 FOR LOCATIONS ^ CONCRETE 17 18 SEE DOOR JAMB SPACING OR ON SHEETS i k 2 z O n 1 II MASONRY s O W i u r' 0 y�V) ai t II IFN o N� m t,y a O W ro nq EXTERIOR �-- - 4 26 D.L. OPG. LEAF WIDTH _ V r p SIDELITE WIDTH _ DOOR FRAME WIDTH 2b 3Y MAX. SINGLE (%) m'� 72`MAX. DOUBLE (XX) E=n 8 FRAME WIDTH TYPICAL ANCHORS r' U 4"LONG rMOuucr ReVISED SEE ELEV. APPLY SEALANT 3 FOR SPACING BEFORE MATING �oi�La CP iNe Fj.,I& AaeptweMoI –OI5-0V X i;ApkMiN DY Ie a o N w NOTE: LIMIT SHIM TO t TAL STRUTURE. VT 1F� M1-1T.* 'ohCa•Enl v<<m o •• •• •• •• • • •• ••• • Go3 •• ••• •• • • • •• Engr.JA.VAD7 L AHM iLA1 O CM FLA.PE C.AN. 538 • ••••• • •• :qFOR •• •• • • • • •• •• • *.—o--••• • YPICAL ANCHORS SPACING EE ELEVATIONS [SID�ELITE DETALS] W r—Ownet g—Q shee? B Of 1 I ••• • • 000 ••• • • U � EXTRUSIONS BILL OF MATERIALS MISCELLANEOUS ITEM 1 PART No. DESCRIPTION MATERIAL KANIF. REMARKS ITEM#I CODE I PART Nn DESCRIPTION MATERIAL MANJF. REMARKS O W 1 CGI-189 FRMAE HEAD AND SILL _ 6063-T6 CGI EXTRUDER 21 MIB XC-1947 FRAME GASKET FOAM AMESBURY OR EDUIV Q 4 tv 2 CGI-190 FRAME JAMB 6063-1`6 CGI EXTRUDER M M6 32084 .350 FOAM GASKET FOAM AMESBURY OR EDUIV 3 CGI-196 SIDFLIIE HEAD AND SILL 6063-T6 CGI EXTRUDER 23 MS V33321NG .187 x.320 VEATHERSTRIP PILE V/CENTER FIN VO0. ULTRAFAB OR EDUIV d 4 CGI-197 FREE STANDING SIDELITE JAMB 6063-T6 CGI EXTRUDER 24 M8 V3332ING .187 X 500 HIGH PILE V'STRIPPING VO)-V/FIN ULTRAFAB OR EDUIV 7 c 5 CGI-198 KATING SIDELITE JAMB 6063-T6 CGI EXTRUDER 25 M9 CN_108-8 HINGE U 1/2'X 4) ALUMINUM CGI-CUSTOM ITI27-pCHx`ryIXT of Q t) C u 6 CGI-193 PANEL TOP AND BOTTOM RAIL 6063-16 CGI EXTRUDER 250. M10 A11800-US320 HINGE(4 1/2'X 4') _ BRASS HAGER 127-p2f4�FTn 7 CGI-194 PANEL VERTICAL STILE 6063-T6 (GI EXTRUDER 258 MIT A1800-US3 HINGE(4 1/2'X 4) S/S HAGER oil-ICM/2V 0) a 0.j m g OL 4 F13CGI-199 SHEAR BLOCK 6063-T6 CGI EXTRUDER 26 M4 CGI-382V GLAZING BEAD BULB VINYL CGI-CUS10M Q�n CGI-191 FRAME HEAD AND SILL CREV COVER 6063-15 CGI EXTRUDER 27 H7 3/8'-16 FULLY THREADED ROD-SECURED VITH 3/8'HEX TUT ZINC PLATEB U) [GI-192 FRAME HEAD ANO SILL SLANTED SCREV[OVEN 6063-IS CGi EXTRUDER 28 - SETTING BLOCK(2 PFR LITE) EPDM OURONETER SSS SHORE A Q W U1 CGI-121 7/16'GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER u'Z0 F CGI-123 1'CLASS GLAZING BEAD 6063•TS CGi EXTRUDER ,CGL-200 SHEAR BLOCK PLATE 6063-76 a1 EXTRUDERNOTE' ITEM NUMBERS B 10 & 11 ARE NOT USEDQw CGI-195 ASTRAGAL[GI-508 SCREV COVER 6063-15 CGI EXTRUDER LOCKING HARDWARE PART No. DESCRIPTION MATERIAL HANUF. REMARKS V' CGI-45D3PL 3 POINT LUCK ASSEMBLY(ACTIVE LEAF) CGI-CUSTON USED BY ALLOPTIONS S EC - o CGI-1201 FLUSHBOLT ASSEMBLY(INACTIVE LEAF) CGI-CUS10M USED BY ALL OPTIONS O OPTION 1 5455 PASS ACTIVE LEVER(ACTIVE LEAF) BALDVIN ' S 5455 FD DUMMY LEVER(INACTIVE LEAF) BALDVIN UPTIONAL YSS 8231 DEADBULT(ACTIVE LEAF) BALDVIN s N o OPTION 2 JD60 DEADBOLT(ACTIVE LEAF) I DEXTER BY SCR N C4 N JW TOR605 PCiIVE LEVER lAC11VE LEAF) DEXTER BY SCR $ M AD IOR605 II LEVER(INACTIVE LEAF) DEXTER BY SCR OPTIONAL �_3 OPTION 3 OR2410 PEADBOLT(ACTIVE LEAF) COPPER CREEK 1RODUC f REVISED N 3 = IL2220 ACTIVE LEVER(ACTIVE LEAF) COPPER CREEK _ hv0ti CC,, wNB Illt FloriAA i3 —U, o Q, BL2290 IAIMNY LOVER dNA[iIVE LCAT) COPPER CREEK OP110NAL A B U ate 1.+I+exDLo Olt �� - Ca•d z SCREWS - ITEM 1 PART Na DESCRIPTION REMARKS ow I8 1 14 X 3/4'HEX HEAD TEKS-MULLION ATTACHMENT 12'FROM ENDS U 19 1 6%1/2'PAN MCAD SHS-ASTRAGN.ATTACHMENT 20 1 10%1 1//'PH SNS-ASSEMBLY 3 PER CORNER g c u m o o w:n •• ••• • • • • • •• o�b•8 Engr:JAVAO AHMAD n CML i FLA.PE 1 70592 o n CAN.3578 n •• •• • •• • • • • • •• � 015 Browing no. ••• ••• W13-01 sheet g of 11) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• V O h Z eb 3 0� edt - _ F Wi 1 —Bolt Assembly Q IL Assembly 0 (i O V °a� linkage Assy. 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GLASS) sheet10Of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • u � zo I ASSEMBLY FASTENERS TO BE INSTALL. n P RIOR TO JOINING MATING JAMBS / Z A ASSEMBLY FASTENERS TO BE INSTALLED 4 PRIOR TO JOINING MATING JAMBS / T .py A 1 1 4.qr p-1i mo U IL U 3 Igo I I r C O aogl O d�0 ' J� N QW34 �` I LLzw_M I I J(7{�yj� 1JIuu W elf Y O / i I 1 I � I I HOLE CAP-� I ACCESS HOLE 2 m 1 Q N I � i O� MATING JAMB I 5 ' O W FASTENERS I SEE SHEET 8 I So VI FOR DETAIL 2 1 I = 4 0 I SInELITE JAMB CORNER SIDF_LITF_ MATING JAMB CORNER 3 0 _n DOOR FRAME TOP & BOTTOM CORNER TOP & BOTTOM TOP & BOTTOM �_ CJ� 15 c-_--� N X ��•- i 1 0 ``•�.r�t ji v�s o i y h �n 0 0 • • • • • • • • •00 u <m 27 0• • •• • • • • • 0.0 Engr.JAVAD AHIW - CML 1 •••••• •••• • • f• PIF 7 0 559 2 5FlAAN3 • •• •• 0F odrawhin g no. • • • ] ••• • W13-01 LEAF TOP & BOTTOM CORNER sheet 11 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e MecaWind Std v2 . 2 . 7 . 7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 10/6/2017 Project No. 17126 t Company Name RESTEKC Designed By O.B Address 2125 BISCAYNE BLVD Description City MIAMI Customer Name IVAN KASANZEW State FL Proj Location MIAMI SHORES File Location: D:\Dropbox\UDBARDY INC\2017\17126 - Ivan,Kasanzew (Daniel - Miami Shores)\WIND PRESSURE.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 195.00 mph Structural Category = III Exposure Category = D I Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 1 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Pitch of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg h: Mean Roof Ht = 15.00 ft Type of Roof = FLAT RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 15.00 -ft • • OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang 0000•• 0000•• Bldg Length Along Ridge = 37.25 ft Bldg Width Across Ridge= 74.:8 ft•• • •• • •••• • • • 0000•• Gust Factor Calculations000009 •••• • Gust Factor Category I Rigid Structures - Simplified Method • • • 000000 0000•• Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 • • • • 0000 � F 0 • 0000•• 0000• Gust Factor Category II Rigid Structures - Complete Analysis 0000 • ••�••• Zm: 0.6*Ht = 9.00 ft 0000•• • • 0000•• lzm: Cc*(33/Zm)^0.167 = 0.19 0000•• • ••••i• Lzm: 1*(Zm/33)^Epsilon = 552.56 ft • •• i••••• Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 • • • • 0000•• Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 • • g••••• • • 1 • • • •••••• e Gust Factor Summary 0000 ••• • • Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 ••• Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 i Width of Pressure Coefficient Zone "a" _ = 3.73 ft ' Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- DOOR 1 5.83 6.67 38.9 4 0.81 -0.90 50.44 -55.05 DOOR 2 5.83 6.67 38.9 4 0.81 -0.90 50.44 -55.05 DOOR 2 5.83 6.67 38.9 5 0.81 -1.07 50.44 -64.06 DOOR 3 2.73 6.81 18.6 4 0.86 -0.95 53.05 -57.65 DOOR 6 2.58 6.80 17.5 4 0.86 -0.95 53.25 -57.86 DOOR 7 2.83 6.67 18.9 4 0.86 -0.95 52.99 -57.60 ( WINDOW A 2.83 2.17 6.1 4 0.90 -0.99 55.24 -59.84 WINDOW B 2.83 5.25 14.9 4 0.87 -0.96 53.84 -58.44 WINDOW B 2.83 5.25 14.9 5 .0.87 -1.21 53.84 -70.85 WINDOW C 5.75 2.17 12.5 4 0.88 -0.97 54.46 -59.06 WINDOW D 4.42 5.25 23.2 4 0.84 -0.93 52.27 -56.87 WINDOW F 2.83 3.20 9.1 4 0.90 -0.99 55.24 -59.84 WINDOW G 3.08 3.20 9.9 5 0.90 -1.26 55.24 -73.65 `��� �E S TR WINDOW H 2.83 5.25 14.9 4 0.87 -0.96 53.84 -58.44 �% Fjp Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256*V^2*Khcc*Kht*Kd = 51.15 psf �;•• ����� •�' + Q' O Cra (1J e *; OF ., wz _ f